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RC-16-2722 (2) c�°� `b FRY-( Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - --�_ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ly BUILDING Master Permit No.l:� C PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 925 NE 95 Street City: Miami Shores County: Miami Dade Zip: 33138 1-3206-014-3100 X Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 925 NE 95, LLC Phone#: Address: 600 NE 53rd Street Miami FI 33137 City: State: Zip: Tenant/Lessee Name: N/A Phone#:917.703.6010 Email: ivsucre@gmail.com CONTRACTOR:Company Name: VP(-N,-Co uj*1t1c1 oh 111a Nu rNIN A�d�hone#: Address: 1 p 1� 7q�►e /l✓t City: Pia y 7 CL10&7 / State: FL Zip: 3332 Qualifier Name: l LL o9oL•ro V51Z4- Phone#: 954- Vo 5V 6 State Certification or Registration#: C6 G 15 03 :W Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Ealue of Worlcfdr this Permit:$ 50A� Square/Linear.Fogtage of Work: 1(aCQcF Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition (Qescfi3ti3Pi-df Wolk:s2 8/}Z oc�Uen"�E �� A1L�� C,.1a�L �rcc►�-� _ �A�S\'lQI�S F Ia�VJ � 7 E Af~!. ► x10 CU u ti�llXo E \v+cE'�\L 4 QL111:7'C b, I W_Vk- DC Specify color of color thru tile: Submittal Fee$ 0 P_Permit Fee$ 50CZ CCF$ �� CO/CC$ Scanning Fee$_NTRadon Fee$ Z2 S� DBPR$ 7 2 .S� Notary$ Technology Fee$_ Training/Education Fee$ 10 Double Fee$ Structural Reviews$ Bond$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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. Signature Signature OWNER or AGENT CO RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 4-t�r day of p R L 20 tG by 4�, day of 20 14o by ►mss_--�-K� V�uA� ,a! who is personally known to la �L-S-c7yVVIJIA- ,who is personally known to me or who has produced as as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ��3��— Sign: Print: Print: Seal: �� . Ricardo Dominguez d' ,,,+ Riardo Dominguez 'y% g Seal: ,i Commission#FF958688 Commission# FF958686 Expires:February 8,2020 =*`. Expires:February 8,2020 Bonded th Aaron Notary '�` Bonded thru Aaron Notary AAe APPROVED BY Plans Examiner Zoning CONSULTING ENGINEERS LLC November 6, 2016 M City of Miami Shores NOV 0 M Building Department �s I Miami, FL BY: Re: 925 NE 95`h St Miami,FL 33138 b To whom it may concern: p This letter is to certify that the walls to be demolished in the building located at 925 NE f 95th Street Miami FL, 33138 are partitions and not load bearing walls. These walls are shown in the plan A-102 (revision #2 - 11/01/16) and designated as existing elements to be removed in the demolition legend. Should you have any questions, please do not hesitate to contact us. �►unumanf*, .. Sincerely Q,. ........,;q�Q,�' ...:.. No.56988 ...... ... ..:..• STATE OF X, ...... Juan Vizcarra, P.E Lic. # 56988 S.I. # 6998581 { i 4712 5`10 74h`,ver: !r�r Miami, FlOritl.:":_ .SS Cell 786 355 8071 r;u;;r7(�7arr 2 err rreers.ccrn NAV NIB HOLD HARMLE : ._kJ� PROPERTY LOCATED AT: r i.\AL,,NAN As \3 ` caeP license contractor of subject property, Permit number I request an early start permit as allowed under section 105.12 of the 2014 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorneys fee) resulting from missed inspection of the above mention permit I furthermore assume responsibility for the correction,if required,of work performed under the above permit v 1290 O L.Vc) e-a4— (Print Name) • (Prime Contractor-qualifier) ' ' 000.040 • 0000•• Y 0000.0 • f 0 0000•• 0000 0000 State of Florida .... .•....• County of Dade: .... ' ' 000 0900f. .• 0000•6 The undersigned, being the first duly swom, deposes and says that he/she is the t8f tXtor for the above 04090:•.:• 000.0. property mentioned. ' . 0.0.0• ..• 0000 • 0• 0 Sworn to and subscribed before me this day of Notary Public, State of Florida at Large �- . 'd� Ricardo uorninguez commission#FF95M Expires:February 8,2020 Bonded thru Aaron Notary r 7- ' oll WIND LOAD CALCULATIONS AND ENERGY/HEAT LOAD CALCULATIONS FOR 925 NE 95th Street Miami Shores, FL 33138 SUBMITTED TO CITY OF MIAMI SHORES FLORIDA •• ;•• • ...... . ...... .... .... . . .... .... ..... PREPARED BY ""'• ••• ••••• .. .. •• •••..• VM2 CONSULTING ENGINEERS INC Go**** 4732 SW 74h Avenue • Miami, FL 33155 "" • Phone: 786-355-8071 17 C October 31, 2016 �J`o��GL�S •,;y No.56988 a -o S— TF OF Juan Vizcarra ",'"////11111/16511111ti1'�' P.E. # 56988 G S.I. # 6998581 "ASCE710W.xls"Program WIND LOADING ANALYSIS -Wall Components and Cladding Per ASCE 7-10 Code for Buildings of Any Height Using Chapter 30:Wind Loads Com onents and Cladding Job Name: 1925 NE 95 Street Subject: Job Number: Originator: Checker: Input Data: Wind Speed,V= 175 mph (Wind Map, Figure 26.5-1 A, B or C) Bldg.Classification= II (Table 1.5-1 Risk Category) Exposure Category= C (Sect.26.7) B Ridge Height, hr= _ 15.00 ft. (hr-he) Eave Height, he= 9.50_ ft. (he-hr) Building Width= 44.00 ft. (Normal to Building Ridge) Building Length= 61.00 ft. (Parallel to Building Ridge) L Roof Type= Gable- (Gable or Monoslope) Plan Topo. Factor, Kzt= 1.00 (Sect.26.8&Figure 26.8-1) Direct. Factor, Kd= 0.85 (Table 26.6-1) Enclosed?(Y/N) Y (Sect. 26.2&Figure 26.11-1) Hurricane Region? Y A° Component Name= Wall (Girt, Siding,Wall, or Fastener) h� h Effective Area,Ae=1 ft.2 (Area Tributary to C&C) IThe Resulting Parameters and Coefficients: L Elevation Roof Angle, 0= 14.04 deg. • • 0000.. Mean Roof Ht., h= 12.25 ft. (h=(hr+he)/2,for roof angle>10 deg.) • • •••••• ....% Wall External Pressure Coefficients, GCp: ••9:00 • ••••.9 GCp Zone 4 Pos. = 1.00 (Fig. 30.4-1) ••• •• • _. _ _.m�__ 0000.. GCp Zone 5 P. = 1.00 (Fig. 30.4-1) •••• 0000 GCp Zone 4 Neg. _ -1.10 (Fig.30.4-1) ••.. 0000 0000. GCp Zone 5 Neg._ -1.40 _(Fig.30.4-1) Positive&Negative Internal Pressure Coefficients, GCpi(Figure 26.11-1): 0 0.0 0' '00 0.0 0.. +GCpi Coef.= 0.18 (positive internal pressure) 0000.. . 6' -GCpi Coef._ -0.18 (negative internal pressure) : ' 0 9 0 9666% 0000.. 0 . :*006: If z<= 15 then: Kz=2.01*(15/zg)^(2/a), If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 27.311' ; .6.6 0••••0 a= 9.50 (Table 26.9-1) ' zg- 90Om(Table 26.9-1) Kh= 0.85 (Kh=Kz evaluated at z=h) „.......:tea (T-able ) lr...per-f..nEe faEteT Velocity Pressure:qz=0.00256KZKztKdV2 (Sect. 27.3.2, Eq.27.3-1) qh= 56.57 psf qh =0.00256KhKZtKdV2 (qz evaluated at z=h) Design Net External Wind Pressures(Chapter 30): For h-60 ft.: p=qh*((GCp)-(+/-GCpi)) (psi °� �f��C;A,f For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psfl where:q=qz for windward walls, q=qh for leeward walls and side walls J '�\G C qi=qh for all walls(conservatively assumed per Sect. 30.6.2) _ 0. 5698$ ' ov ONV- ''1(IIII11If11\ifiii� 1 of 3 {v 10/31/2016 6:37 PM "ASCE710W.xls"Program Wind Load Tabulation for Wall Components&Cladding Component z Kh qh p=Net Design Pressures ps ft. ( s Zone 4(+) Zone"4(-) Zone 5(+) Zone 5(- Wall 0 0.85 56.57 66.75 -72.41 66.75 -89.38 For z=hr. 15.00 0.85 56.57 66.75 -72.41 66.75 -89.38 __..__ _ __ .._ _.,,__, ...... . ...... For z=he: 9.50 0.85 56.57 66.75 -72.41 66.75• -89.38 �.. ...... __ 6..._,_��....�..._..._ ..... ...... _ _ ...._._._..n For z-h: 12.25 0.85 56.57 66.75 72.41 66.75 -89.38 •.••.• .... ..... Notes: 1. (+)and (-)signs signify wind pressures acting toward&awa from respective surfaces..... 2.Width of Zone 5(end zones),'a'= 1 4.40 Ift. 3. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf. •• •• "'•;' . . . . ...... 2 of 3 10/31/2016 6:37 PM "ASCE710W.xis"Program Wall Components and Cladding: S, h' tS,.,S� Wall Zones for Buildings with h<=60 ft. i # i A WALL ELEVATION Wall Zones for Buildings with h>60 ft. 3 of 3 10/31/2016 6:37 PM FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 925 NE 95 St Builder Name: Street: 925 NE 95 St Permit Office: Miami Shore City,State,Zip: Miami Shore ,FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami County:: Dade(Florida Climate Zone 1 ) 1. New construction or existing New(From Plans) 9. Wall Types(2109.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1850.80 ftZ b.Concrete Block-Int Insul,Adjacent R=4.1 258.33 ftZ 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types (1836.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1836.00 ft' 6. Conditioned floor area above grade(ftZ) 1836 b.N/A R= ft' Conditioned floor area below grade(ftZ) 0 c. /A R= ft Z 11.Ducts R ftZ 7. Windows(322.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 460 a. U-Factor: Sgl,U=1.08 322.03 ftZ SHGC: SHGC=0.50 b. U-Factor: N/A ftZ 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:16.00 c. U-Factor: N/A ftZ SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a.Electric Strip Heat 34+0*C•1x1.00 SHGC: • • • ••••• Area Weighted Average Overhang Depth: 1.000 ft. '•.' : • • •' Area Weighted Average SHGC: 0.500 14.Hot water systems 9*0000 8. Floor Types (1836.0 sqft.) Insulation Area a.Electric Tankless 660:96 Cap:.1 gallons • _ •••• EF:0.950 ��• a.Slab-On-Grade Edge Insulation R=0.0 1836.00 ft b. Conservation features . . , • b.N/A R= ft' None •••• •.•• ••�.• c.N/A R= ft' 15.Credits " " "'• 'None '�'•' Total Proposed Modified Loads: 88.58 :**:*P,& • Glass/Floor Area: 0.175 Total Baseline Loads: 90.1 '•"' 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance � �,,, with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: __ this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy Code. WS OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handArinclo�sure qua li ies bS certified factory-sealed in accordance with R403.2.2.1. _ NN 56988 -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance%ith i402. .�.1 and an enveldpCleakage test report in accordance with R402.4.1.2. _ STATE OF :•� ` 'to�• N A\- 11/5/2016 L11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Complia are -r v Page 1 of 4 �a� FORM R405-2014 PROJECT Title: 925 NE 95 St Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1836 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 925 NE 95 St Permit Office: Miami Shore Cross Ventilation: County: 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 v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1836 18360 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1836 18360 Yes 4 3 1 • Yes ;"Y ' •Y�� • FLOORS •••••• • ...... . ..... # Floor Type Space Perimeter R-Value Area 000000 Tile %Vood CaW6•• — -•�6s ! 1 Slab-On-Grade Edge Insulatio Main 211 ft 0 1836 ft2 — 0000• 1,:.••e 2000. •••• ROOF ' ' • ' 00 Roof Gable Roof Solar SA :••:E*vnitt Emitt• Deck PitcA• # Type Materials Area Area Color Absor. Tested • TaMimle:Insul. �(deg�• • • • • • • • 4000 ••••• 1 Gable or shed Composition shingles 1892 ft2 228 ft2 Dark 0.96 No 0.9 NQS• 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1836 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Batt 1836 ft2 0.11 Wood 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below -Omt To WaILType Space R-value-Et-In Ft la Area R-Value-Eraction--Absor_---GradeJo 1 S Garage Concrete Block-Int Insul Main 4.0999 12 2 10 0 121.7 ft2 0 0 0.3 0 _ 2 W Garage Concrete Block-Int Insul Main 4.0999 13 8 10 0 136.7 ft2 0 0 0.3 0 3 N Exterior Concrete Block-Int Insul Main 4.0999 61 0 10 0 610.0 ft2 0 0 0.3 0 4 W Exterior Concrete Block-Int Insul Main 4.0999 30 9 10 0 307.5 ft2 0 0 0.3 0 5 S Exterior Concrete Block-Int Insul Main 4.0999 48 10 10 0 488.3 ft2 0 0 0.3 0 6 E Exterior Concrete Block-Int Insul Main 4.0999 44 6 10 0 445.0 ft2 0 0 0.3 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None .46 2 6 6 10 17.1 ft2 2 S Wood Main None .46 3 10 6 11 26.5 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 3 Metal Single(Clear) Yes 1.08 0.5 20.3 ft2 1 It 0 in 1 ft 5 in None None 2 N 3 Metal Single(Clear) Yes 1.08 0.5 9.5 ft2 1 ft 0 in 1 ft 5 in None None 3 N 3 Metal Single(Clear) Yes 1.08 0.5 88.5 ft2 1 It 0 in 1 ft 5 in None None 4 N 3 Metal Single(Clear) Yes 1.08 0.5 13.2 112 1 ft 0 in 1 ft 5 in Wone • None 0000•• 5 W 4 Metal Single(Clear) Yes 1.08 0.5 19.0 ft2 1 ft 0 in 1.611:5 hone NbAe•• • 6 S 5 Metal Single(Clear) Yes 1.08 0.5 37.5 112 1 ft 0 in 1 ft 5 in None 0• 0000•• • 0000• 7 S 5 Metal Single(Clear) Yes 1.08 0.5 55.1 ft2 1 ft 0 in 1611 None, Vne 8 E 6 Metal Single(Clear) Yes 1.08 0.5 31.9 ft2 1 ft 0 in 1 A i kw Nene.• tsone 9 E 6 Metal Single(Clear) Yes 1.08 0.5 9.5 ft2 1 It 0 in 1 R ♦h' N&TUF lee* •••10 E 6 Metal Single(Clear) Yes 1.08 0.5 37.5 ft2 1 ft 0 in 1 ft!S in • None• • N•• 0• ••GARAGE# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height : EKposed Wail Insulation• • .•i� 1 325 ft2 325 ft2 6426 ft loft 4.1:.• INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 1530 83.99 157.96 .2192 5 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 48 kBtu/hr 1440 cfm 0.78 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.95 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS --Supply--- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 460 ft' Main 2 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES :000:0 0000. Programable Thermostat: N Ceiling Fans: .. 0000.• • 0000•. • 0000• Cooling Jan Feb Mar Apr May rl Jun X Jul X Aug Sep... pct yov pec Heating Jan Feb X Mar f Appr f May JunJul Aug �Xj SeP bct X Novf X�i� •.Ventin Jan Feb X Mar [X A r [ Ma Jun Jul Aug Se �•• Oct �[�( New [ flec Thermostat Schedule: HERS 2006 Reference Hours 000000 • •• Schedule Type 1 2 3 4 5 6 7 8020000 10 h�� •• Cooling(WD) AM 78 78 78 78 78 78 78 78 '10 "' 78 078 78 • PM 78 78 78 78 78 78 78 78 :78 • : 78 . 7J8 7,$..; 0000•• Cooling(WEH) AM 78 78 78 78 78 78 78 78 •78 • 78 • 78 M PM 78 78 78 78 78 78 78 78 'is. ; 78 .0.768 ze 0 0 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 •••68: 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 0 150 98 0 1 -Electric Strip Heat 15% 1 -Central Unit 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 925 NE 95 St, Miami Shore , FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1850.80 ft2 b.Concrete Block-Int Insul,Adjacent R=4.1 258.33 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1836.00 ft2 6. Conditioned floor area(ft2) 1836 b.N/A R= ft2 7. Windows'* Description Area c.N/A R= ft2 11.Ducts R ft2 a. U-Factor: Sgl,U=1.08 322.03 ft2 a.Sup:Attic,Ret:Main,AH:Main 6 460 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 34b. ;1.00 Area Weighted Average Overhang Depth: 1.000 ft. • • . •..••• Area Weighted Average SHGC: 0.500 •.•• ; . . .' 8. Floor Types Insulation Area 14.Hot water systems •.••.• •••I g� •...;. a.Slab-On-Grade Edge Insulation R=0.0 1836.00 ft2 a.Electric 000900 dap:1 gallons tF:0.95 •••... b.N/A R= ft2 0900 •••• • • b. Conservation features • • • • c.N/A R= ft2 None •�� •��• ••i•�• 0000•• ••• • 0000• 15.Credits • • • None •• •• •. 0000•• 0000•• • • . . • 000..0 0000.• I certify that this home has complied with the Florida Energy Efficiency Code for Building • Construction through the above energy saving features which will be installed (or exceeded) �.o�` �c� • in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: , ct C0D W'E O *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the Energy( i�rrt�, t(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a lis c + ��....., information about the Florida Building Code, Energy Conservation, contact the Florida f3 �3RI support staff. aj NO 6c3bS -JK" **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservati n, ii notl1 1ULT. � : CC Lu 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant So*reA gage, f .,,� ��• `*`moo fffffllfit lllil �� l/ Residential System Sizing Calculation Summary Project Title: 925 NE 95 St 925 NE 95 St Miami Shore , FL 11/5/2016 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity 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 29551 Btuh Total cooling load calculation 44194 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 115.1 34000 Sensible(SHR=0.78) 109.3 37440 Latent 106.3 10560 Total 108.6 48000 WINTER CALCULATIONS Winter Heatin Load for 1836 sqft) Load component Load Window total 322 sqft 7304 Btuh c�iun95iaz ; Wall total 1744 sqft 5464 Btuh 11"ausi1s.54� ` Windorstz4.7%j Door total 44 sqft 421 Btuh Ceiling total 1836 sqft 1228 Btuh • • Floor total 1836 sqft 5229 Btuh • •••• • Infiltration 214 cfm 4948 Btuh • • • Duct loss 4958 Btuh ' "'' ' ••••'• . Subtotal 29551 Btuh Floors(17.7'�j .. 000 :0900: . Ventilation 0 cfm 0 Btuh . TOTAL HEAT LOSS 29551 Btuh doarsf1.4%j •• • • • • • ••0 •• SUMMER CALCULATIONS Infil.41&.7%i .'406' ••; 60.40•0 . . . Summer Coolin Load for 1836 s . . :0***:••..• Load component Load •••••• Window total 322 sqft 13114 Btuh '..• 0000 ;''6': Wall total 1744 sqft 4423 Btuh '..' Door total 44 sqft 642 Btuh Ceilings(7.4%) '7% Ceiling total 1836 sqft 3274 Btuh rindv�as(29. } Floor total 0 Btuh LM1'alls(1 i. °I°) Infiltration 214 cfm 4006 Btuh Internal gain 4320 Btuh Duct gain 4485 Btuh Dvars(1.5%) Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Latentint(1.8%) Total sensible gain 34265 Btuh Latent gain(ducts) 972 Btuh Int.Gain(R.8%) Latent gain(infiltration) 8157 Btuh Latent gain(ventilation) 0 Btuh Infil.(27.5%) ��„u►nt� .�oru,,, Latent gain(intemal/occupants/other) 800 Btuh Total latent gain 9930 Btuh ' .G N TOTAL HEAT GAIN 44194 Btuh EnergyGauge®Sys-FBrp Sizing 8th Edition PREPARED BY: -W DATE: STAT OF EnergyGauge®!USRCZB v5.1 ONA /1 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL 11/5/2016 Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr. Component Loads for Whole House Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 20.3 0.0 20.3 29 29 593 Btuh 2 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 9.5 0.0 9.5 29 29 277 Btuh 3 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 88.5 0.0 88.5 29 29 2586 Btuh 4 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 13.2 0.0 13.2 29 29 385 Btuh 5 1 NFRC 0.50,1.08 No No W 1.0ft. 1.4ft. 19.0 0.0 19.0 29 67 1275 Btuh 6 1 NFRC 0.50,1.08 No No S 1.0ft. 1.4ft. 37.5 37.5 0.0 29 31 1095 Btuh 7 1 NFRC 0.50,1.08 No No S 1.0ft. 1.4ft. 55.1 55.1 0.0 29 31 1609 Btuh 8 1 NFRC 0.50,1.08 No No E 1.0ft. 1.4ft. 31.9 0.0 31.9 29 67 2138 Btuh 9 1 NFRC 0.50,1.08 No No E 1.0ft. 1.4ft. 9.5 0.0 9.5 29 67 638 Btuh 10 1 NFRC 0.50,1.08 No No E 1.0ft. 1.4ft. 37.5 0.0 37.5 29 67 2517 Btuh Window Total 1 322 (sqft) 13114 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath :00••• 1 Concrete Blk,Hollow-Adj 0.15 4.1/0.0 104.6 2.5: '• 265 Btuh 2 Concrete Blk,Hollow-Adj 0.15 4.1/0.0 136.7 2.5 " ' M.OU 3 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 478.4 2.50•• •• 1294 Btuh 000000 4 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 288.5 2.59•• •• 732 Btuh • • 5 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 369.2 2.5 •• • 93Z•fth :0 00 6 Concrete Blk,Hollow-Ext 0.15 4.110.0 366.1 2.5'. �' M.PUA Wall Total 1744 (sqft) 000, .. 442$.3tur • Doors Type Area(sqft) HTM.' •' Load ••.... 1 Wood-Garage 17.1 14.16•• •• 251 Btuh •' 2 Wood-Exterior 26.5 14.1. ; VO Bjph ... ; _ Door Total _ 44 (sqft) 6;29tLtt . Ceilings Type/Color/Surface LI-Value R-Value Area(sqft) HTICI.. Load... 1 Vented Attic/DarkShingle 0.032 30.0/0.0 1836.0 1.78 32%.Nutt Ceiling Total 1836 (sqft) 3274 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1836(ft-perimeter) 0.0 0 Btuh Floor Total _ 1836.0 (sqft) 0 Btuh Envelope Subtotal: 21453 Btuh Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural(Adjusted for ventilation) 0.70 18360 1 214.3 4006 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 29779 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.o-Condi) (DGM of 0.151) 4485 .Btuh Sensible Load All Zones 34265 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 925 NE 95 St 925 NE 95 St Miami Shore, FL 11/5/2016 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 29779 Btuh Sensible Duct Load 4485 Btuh Total Sensible Zone Loads 34265 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 34265 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 8157 Btuh Latent ventilation gain 0 Btuh Latent duct gain 914-86 •• Latent occupant gain (4.0 people @ 200 Btuh per persoMe 9 8QQ•� •� ... .. . 0000.. Latent other gain ... 0 Btuh 0000.. Latent total gain 993Q'1!I1uh ' .. . 0000 0000. TOTAL GAIN ... .. 441gl : h 00:00' .. .. 60 0006V 'EQUIPMENT 6 66 0000;.. 0000.. 1. Central Unit # 66 4800@0 "Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half dosed . (IS-Insect screen:none(N),Full(F)or Half(%)) (Ornt-compass orientation) Version S EnergyGauge®/USRCZB v5.1 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL Building Type: User 11/5/2016 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F(TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.50 Metal 1.08 N 20.3 22.7 461 Btuh 2 1, NFRC 0.50 Metal 1.08 N 9.5 22.7 215 Btuh 3 1, NFRC 0.50 Metal 1.08 N 88.5 22.7 2008 Btuh 4 1, NFRC 0.50 Metal 1.08 N 13.2 22.7 299 Btuh 5 1, NFRC 0.50 Metal 1.08 W 19.0 22.7 431 Btuh 6 1, NFRC 0.50 Metal 1.08 S 37.5 22.7 850 Btuh 7 1, NFRC 0.50 Metal 1.08 S 55.1 22.7 1250 Btuh 8 1, NFRC 0.50 Metal 1.08 E 31.9 22.7 723 Btuh 9 1, NFRC 0.50 Metal 1.08 E 9.5 22.7 215 Btuh 10 1, NFRC 0.50 Metal 1.08 E 37.5 22.7 850 Btuh Window Total 322.0 s ft 7304 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load... ..... (Cav/Sh) • 1 Conc Blk,Hollow -Adj (0.149) 4.1/0.0 105 3.13 ...... 328p"h • 2 Conc Blk,Hollow -Adj (0.149) 4.1/0.0 137 3.13 ...;.. 428 Btub 3 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 47 .... 1499 Qtlib 3.13 . 4 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 289 3.13 0000.' 904%tij�h ' 0000. 5 Conc Blk,Hollow -Ext (0.149) 4.110.0 369 3.13 ••••..1157&iih 0 6 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 366 3.13 ••0•• 1147 Btuh : 9469:*0 Wall Total 1744 s ft ••••••5464 Btu1h • Doors Type Storm Ueff. Area X HTM= Lo.-g..:, ••••0• 1 Wood -Garage, n (0.460) 17 9.7 ; .•. 165913tuh 2 Wood-Exterior, n (0.460) 27 9.7 256.13ftQ1'. • Door Total 44 s ft 42111ftih Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/D/Shing (0.032) 30.0/0.0 1836 0.7 1228 Btuh Ceilinq Total 1836 s ft 12286tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 211.0 ft(perim.) 24.8 5229 Btuh Floor Total 1836 s ft 5229 Btuh Envelope Subtotal: 19645 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural(Adjusted for ventilation) 0.50 18360 1.00 214.3 4948 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Con) (DLM of 0.202) 4958 Btuh All Zones Sensible Subtotal All Zones 29551 Btuh EnergyGauge®/USRCZB v5.1 Pagel Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL Building Type: User 11/5/2016 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 29551 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 29551 Btuh EQUIPMENT 1. Electric Strip Heat 34000 Btuh 0000.. Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) •••• • • ••• • or-Glass as'Clear'or Tint'(Uses U-Factor and SHGC defaults) • ., U-(Window U-Factor) ••• • • • HTM-(ManualJ Heat Transfer Multiplier) ••• ""` • ;••••; 0000 ••• 0000• 0000• • • 0000. • :Version•$ •• •. •• 0000•• 0000•• • • • • • . • 0000•• 0000•• • • • 0000•• 00 0 0000 • EnergyGauge®/USRCZB v5.1 Page 2 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 925 NE 95 St Builder Name: Street: 925 NE 95 St Permit Office: Miami Shore City,State,Zip: Miami Shore ,FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Vol Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and • framing shall be sealed. • • • .••••. Rim joists Rim joists are insulated and include an air barrier. •• ••• " • Floors (including above-garage Insulation shall be installed to maintain permanent contact with vx*;side of and cantilevered floors) subfloor decking. •..• . .. • The air barrier shall be installed at any exposed edge of insulation.•..' '. ..' ..••. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permaceNy ' ' ""' attached to the crawlspace walls. •• " 'N/A Exposed earth in unvented crawl spaces shall be covered with a V s: vapor retarder with overlapping joints taped. ...... Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to extenoror : •... :" ': unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air Ve barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or Ne air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have N/A gasketed doors 10/31/2016 1:18 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-201.4 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 925 NE 95 St Permit Number: Miami Shore ,FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.12.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; •• • 3.Interior doors,if installed at the time of the test,shall be open; • + • •••••• 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; • • •• 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and "•,""• ;""""" •• �;• 6.Supply and return registers,if installed at the time of the test,shall be fully open. ••• • • O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor cojrtb 0159 air. •••••• • • 0 R402.4.3 Fenestration air Ieakage.Vindows,skylights and sliding glass doors shall have an air infiltration rale of no mope tta*n 0.3 cfm par••• square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),whence latcordin4tb%F1�,400 df••"" AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by4U1e Rignufacturer. •• •••••• Exception: Site-built windows,skylights and doors. "";'; • "• O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit ir9d&;ae betwP*.en conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having q air akage r to not more thery•••• 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.AIII ecessedI U* inaires shall • be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. "" " R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)lll ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/31/2016 1:17 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 10 R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. VP R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. VIP R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/:inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equiprripnt installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for tr9p "nate wgte;• heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • • • • •0 • • • • R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are4ratS4 6y the aarTu1a1s8Tar energy,• factor of the system.The solar energy factor of a system shall be determined from the Florida SagrJftGgy Center D jectory of . 0 Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors•••• and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Coltectors,in instaie'd AN water 0 • heating systems should meet the following criteria: Soo* •••• ••••• ••• • 0000• 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;ani0•00••• • • •• •• • 2. Be installed at an orientation within 45 degrees of true south. 0000 •• 0000•• • • R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the recAiremerr:s of th% . ,•••; Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved rrWans of ventilatoA!••• Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation systenfis not operating.••0• :000*: • • • R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include toads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/31/2016 1:17 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. • • •• ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shallocomj*with Sections0000C403 .... • and C404 of the Commercial Provisions in lieu of Section R403. •• • • • 0000•• • ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy sM1ici To the building,shall •• • include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,ant?It$Febipitation is filling �,••• and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 6000 996* • • 0000 000• 0000• ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for retlential pools and inground • • spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The eneogy requiremenTs for ••••• portable spas shall be in accordance with ANSI/APSP-14. 0• •0 •• •••••• 0000•• • • • Q R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off JwitcR t$t is mgynted gutside • • • the heater to allow shutting off the heater without adjusting the thermostat setting. •••••• R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a�Mmimum therm* ••i efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI J.2•I 4.Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or ' solar energy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 10/31/2016 1:17 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 7REC�TtTf�� NO 7 BY: WIND LOAD CALCULATIONS AND ENERGY/HEAT LOAD CALCULATIONS FOR 925 NE 95th Street Miami Shores,FL 33138 SUBMITTED TO ...... ...... . ...... CITY OF MIAMI SHORES • .... ...... FLORIDA • .... .... ..... .. .. .. ...... PREPARED BY " VM2 CONSULTING ENGINEERS INC ' 4732 SW 74`h Avenue Miami, FL 33155 Phone: 786-355-8071 V!?Q October 31, 2016 �,+�'� •,.G•••..,;�lp� • No.56988 STATE OF ' GAF' •. OR{0. Juan Vizcarra P.E. # 56988 S.I. # 6998581 "ASCE710W.xls"Program WIND LOADING ANALYSIS -Wall Components and Cladding Per ASCE 7-10 Code for Buildings of Any Height Using Chapter 30:Wind Loads Components and Cladding Job Name: 925 NE 95 Street Subject: Job Number: Originator: Checker: Input Data: Wind Speed,V= 175 mph (Wind Map, Figure 26.5-1A, B or C) Bldg.Classification = II� (Table 1.5-1 Risk Category) Exposure Category= C (Sect.26.7) B Ridge Height, hr= 15.00 ft. (hr-he) Eave Height, he= 9.50 ft. (he-hr) Building Width= 44.00_ft. (Normal to Building Ridge) Building Length= 61.00 ft. (Parallel to Building Ridge) L Roof Type= Gable (Gable or Monoslope) Topo. Factor, Kzt= 1.00 (Sect. 26.8&Figure 26.8-1) Plan Direct. Factor, Kd= 0.85 (Table 26.6-1) Enclosed?(Y/N) .Y_ (Sect. 26.2&Figure 26.11-1) Hurricane Region? Y E3 Component Name= Wall (Girt, Siding,Wall, or Fastener) hr h Effective Area,Ae= 10 ft.2 (Area Tributary to C&C) he • • • ....•• Resulting Parameters and Coefficients: �•� • • EleyAtkqa. ••••�• •. Roof Angle, 6= 14.04_ deg. • '•••'• Mean Roof Ht., h=1-12.25 Ift. (h=(hr+he)/2,for roof angle>10 deg.) ••••• ' ' • .••• •••••. .•.. .•.. •.•.• Wall External Pressure Coefficients, GCp: • • •..... ..• • ••.•• GCp Zone 4 Pos.= 1.00 (Fig.30.4-1) . . • GCp Zone 5 Pos. 1.00 (Fig.30.4-1) •• •••••• GCp Zone 4 Neg._ -1.10 (Fig. 30.4-1) ;";'; • •• GCp Zone 5 Neg.= -1.40 (Fig. 30.4-1) •••• •••••• Positive&Negative Internal Pressure Coefficients, GCpi(Figure 26.11-1): .'• •• • +GCpi Coef.= 0.18 (positive internal pressure) " • •••• • • -GCpi Coef._11 -0.18 (negative internal pressure) •• • If z<=15 then: Kz=2.01*(15/zg)^(2/a), If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 27.3-1) a= 9.5_0 (Table 26.9-1) zg= 900 (Table 26.9-1) Kh= _ 0.85 (Kh= Kz evaluated at z=h) ,�,_ _.._., a (T .94 rr..,..,...t....,.,,t..,..,...i Velocity Pressure:qz=0.00256KZKZtKdV2 (Sect.27.3.2, Eq.27.3-1) qh= 56.57 psf qh=0.00256KhKZtKdV2 (qz evaluated at z=h) Design Net External Wind Pressures(Chapter 30): For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) aiupumrnrrrngnr where:q=qz for windward walls, q=qh for leeward walls and side walls "00% V IZ� qi=qh for all walls(conservatively assumed per Sect. 30.6.2) JP........... No-56988 TE O c 1 of 3 �". "`r"`10/31/2016 6:37 PM �� J e "ASCE710W.xls"Program Wind Load Tabulation for Wall Components&Cladding Component z Kh qh p=Net Design Pressures s ft. s Zone 4 + Zone 4(-) Zone 5 + Zone 5 -) Wall 0 0.85 56.57 66.75 -72.41 66.75 -89.38 ,__ ._ _.,_,__. .,.,,w. �.........,_.._�— _.v 3 _.. For z=hr: 15.00 0.85 56.57 66.75 72.41 66.75 -89.38 • • ...... .... . . ...... .... ... .... .... ..... For z=he: 9.50 0.85 56 57 66 75 -72.41 66�?5••• -86,88 . ..:..' Forz=h:l 12.25 0.85 56.57 66.75 -72.41 66+r1,45•• -89.38 .. ...... ...... • Notes: 1. (+)and (-)signs signify wind pressures acting toward&awayfrom respective surfaoes. • : . •0 • 2.Width of Zone 5(end zones),'a'= 1 4.40 Ift. 0 3. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf.' : .... ••••• 2 of 3 10/31/2016 6:37 PM "ASCE710W.xls"Program Wall Components and Cladding: r- t.�A ht Wall Zones for Buildings with h<=60 ft. ...•.• • 66.6.6 • .•.•.• • • i i ••• • 66660 1 M •• •• ••• 6000•• i t 6666•• • • Y • • • 0 • • • 0 • •••••• 7 � 6666•• •iL.. i iy„ • 0000 ••• • • • • ••00• • 1 y.. • • • I ) { 3 E E � � WALL ELEVATION Wall Zones for Buildings with h>60 ft. 3 of 3 10/31/2016 6:37 PM FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 925 NE 95 St Builder Name: Street: 925 NE 95 St Permit Office: Miami Shore City,State,Zip: Miami Shore ,FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami County:: Dade(Florida Climate Zone 1 ) 1. New construction or existing New(From Plans) 9. Wall Types(2109.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1850.80 ft" b.Concrete Block-Int Insul,Adjacent R=4.1 258.33 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types (1836.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1836.00 ftZ 6. Conditioned floor area above grade(ftZ) 1836 b.N/A R= ft' Conditioned floor area below grade(ftZ) 0 c. R= ftZ 11.Duct s R ftZ 7. Windows(322.0 sgft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 460 a. U-Factor: Sgl,U=1.08 322.03 ft" SHGC: SHGC=0.50 b. U-Factor: N/A ftZ 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 6E ERo16 .00 c. U-Factor: N/A ft2 i • • ' •'•• • SHGC: 13.Heating systemskBtu/hr••415A iency ••••• d. U-Factor: N/A ftZ a.Electric Strip Heat • 34.t) COP:1.00 •••• • SHGC: """ • • • Area Weighted Average Overhang Depth: 1.000 ft. 989069 • • Area Weighted Average SHGC: 0.500 14.Hot water systems 0960 .••. •••• G31a; • 8. Floor Types (1836.0 sgft.) Insulation Area a.Electric Tankless 090900 1 ggllons• • '•'•' a.Slab-On-Grade Edge Insulation R=0.0 1836.00 ftZ •• •• 1%D 950 ••••• 9 b. Conservation features �••••� • • b.N/A R= ftZ None • • • '• c.N/A R= ftZ 15.Credits • • ••• done ••••' Total Proposed Modified Loads: 88.58 •• '• • Glass/Floor Area: 0.175 p/qs►%. Total Baseline Loads: 90.15 I hereby certify that the plans and specifications covered by Review of the plans and DR'VOE ST.q this calculation are in compliance with the Florida Energy specifications covered by this v O•�, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for itf compliance with Section 553.908 ° I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. 0017 Wk's I OWNER/AGENT: BUILDING OFFICIAL: _ DATE: DATE: _,`,",Lpa�uuruimr�regrrrgrrr'i o - Compliance requires certification by the air handler unit manufacturer that the air h�}4°ie�artlQ,�af�¢• certified factory-sealed in accordance with R403.2.2.1. �' •'• -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordar a wi1:h R a.d5ttged ari.envaope leakage test report in accordance with R402.4.1.2. = C * STAT • ��. OR19P •\��.; 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software""ll I Aiu""�'� Page 1 of 4 FORM 14405-2014 PROJECT Title: 925 NE 95 St Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1836 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 925 NE 95 St Permit Office: Miami Shore Cross Ventilation: County: 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 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1836 18360 SPACES ;••••• Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished :•"sled Heat • el 000000 1 Main 1836 18360 Yes 4 3 1 ••••tree Yes Yes • FLOORS .... .... ..... # Floor Type Space Perimeter R-Value Area „',•• Tile ♦Vood C� ar�et• 1 Slab-On-Grade Edge Insulatio Main 211 ft 0 1836 ft2 __t••••• 1 • 0 0 ,• ROOF • , �••••• Roof Gable Roof Solar SA Emitt EWj j• Qeck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1892 ft2 228 ft2 Dark 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1836 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Batt 1836 ft2 0.11 Wood 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below mt To WaU_T_ype Space R-Value Et-In Ft InArEa R-Value-Fraction-Absor.-Grade°! 1 S Garage Concrete Block-Int Insul Main 4.0999 12 2 10 0 121.7 ft2 0 0 0.3 0 2 W Garage Concrete Block-Int Insul Main 4.0999 13 8 10 0 136.7 ft2 0 0 0.3 0 3 N Exterior Concrete Block-Int Insul Main 4.0999 61 0 10 0 610.0 ft2 0 0 0.3 0 4 W Exterior Concrete Block-Int Insul Main 4.0999 30 9 10 0 307.5 ft2 0 0 0.3 0 5 S Exterior Concrete Block-Int Insul Main 4.0999 48 10 10 0 488.3 ft2 0 0 0.3 0 6 E Exterior Concrete Block-Int Insul Main 4.0999 44 6 10 0 445.0 112 0 0 0.3 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None .46 2 6 6 10 17.1 ft2 2 S Wood Main None .46 3 10 6 11 26.5 ft2 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 N 3 Metal Single(Clear) Yes 1.08 0.5 20.3 ft2 1 ft 0 in 1 ft 5 in None None 2 N 3 Metal Single(Clear) Yes 1.08 0.5 9.5 ft2 1 ft 0 in 1 5 in • NpAt•••• None 3 N 3 Metal Single(Clear) Yes 1.08 0.5 88.5 112 1 ft 0 in 1 ft64n • None • None • 4 N 3 Metal Single(Clear) Yes 1.08 0.5 13.2 ft2 1 ft 0 in 1 R'S1d" NDne Nome• 5 W 4 Metal Single(Clear) Yes 1.08 0.5 19.0 ft2 1 ft 0 in 1 ft 5 in•• None• Na•• 6 S 5 Metal Single(Clear) Yes 1.08 0.5 37.5 ft2 1 ft 0 in 1 t•5•ip•• Mpg••• None 000 7 S 5 Metal Single(Clear) Yes 1.08 0.5 55.1 ft2 1 ft 0 in 1"!:iR• Naso• Nor"•• 8 E 6 Metal Single(Clear) Yes 1.08 0.5 31.9 ft2 1 ft 0 in 1 V5 A• None •• Norte••• 9 E 6 Metal Single(Clear) Yes 1.08 0.5 9.5 ft2 1 ft 0 in 1'•ft 5 i11 None* None •. 10 E 6 Metal Single(Clear) Yes 1.08 0.5 37.5 ft2 1 ft 0 in 1•ft 5 in* Nyne GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 325 ft2 325 ft2 6426 It loft 4.1 INFILTRATION # Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 1530 83.99 157.96 .2192 5 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:16 48 kBtu/hr 1440 cfm 0.78 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.95 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS --Supply---- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT �OUTO QN :.fil•4.•Heat Cool 1 Attic 6 460 ftz Main 2 ft2 Default Leakage Main (Default) (default? • • 1 1 • TEMPERATURES '•" Programable Thermostat: N Ceiling Fans: •' ••• •'• • • 0000 .•.• •0•• Cooling [ ]Jan Feb [ Mar Apr May X]Jun JXJ Jul rl Aug )Se i Oct •.Nov r Dr:d• Heatin (X]Jan Feb [X]Mar �JA PrI May 4 ]Jun Jul Au4 ]SeP • ]Oct �X]IMov [X]Dec Ventin [ ]Jan Feb XMar Apr May [ 1 Jun Jul Aug [ ]Se jXJ Oct [X]NM' j ]OSE• Thermostat Schedule: HERS 2006 Reference Hours : ; • •• Schedule Type 1 2 3 4 5 6 7 8 09 0 10 ;004,90 0411• 12 • • . I" Cooling(WD) AM 78 78 78 78 78 78 78 78 78 • 78 •• �• ?8 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 0 150 98 0 1-Electric Strip Heat 15% 1 -Central Unit 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 925 NE 95 St, Miami Shore , FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1850.80 ft' b.Concrete Block-Int Insul,Adjacent R=4.1 258.33 ft2 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1836.00 ft2 6. Conditioned floor area(ft2) 1836 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.08 322.03 ft' 11.Ducts R ft2 SHGC: SHGC=0.50 a.Sup:Attic,Ret:Main,AH:Main 6 460 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 34,0 CCiP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. 9 9 9.0 0 • • 0000•• Area Weighted Average SHGC: 0.500 . • . 0 � 8. Floor Types Insulation Area 14.Hot water systems ;••T gallons;• •••••• Oap: •••••• a.Slab-On-Grade Edge Insulation R=0.0 1836.00 ft2 a.Electric • 0000•• • • b.N/A R= ft2 FF:0.950000•• c.N/A R= ft2 b. Conservation features •••••� 0••••� • • None 9000 0090 .•.•- 15.Credits 0000•• ••• done 0000• •• •• •• ••99.9 0000•• • • • • • • 0000•• 1 certify that this home has complied with the Florida Energy Efficiency Code for Building -11iE S7- • Construction through the above energy saving features which will be installed (or exceeded) ••• �� rF • in this home before final inspection. Otherwise, a new EPL Display Card will be completed w�~ °€',';; bj i!A based on installed Code compliant features. w �a a a° Builder Signature: _ Date: Address of New Home: City/FL Zip: , sc� CpD WE „�� `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and R�1+et`� "` 7fi�d,�2aters. For information about the Florida Building Code, Energy Conservation, contact the Flor I tI. I support staff. ° •' ••ENS •.' °' * Label required by Section R303.1.3 of the Florida Building Code, Energy Corervtionbng ��AULT. 11/5/2016 5:34 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compiia%ll flw&T OF �e 1 of 1 r uutC. Residential System Sizing Calculation Summary Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL 11/5/2016 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity 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 29551 Btuh Total cooling load calculation 44194 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 115.1 34000 Sensible(SHR= 0.78) 109.3 37440 Latent 106.3 10560 Total 108.6 48000 WINTER CALCULATIONS Winter Heating Load for 1836 sqft) Load component Load Window total 322 sqft 7304 Btuh Geilingsf�ZS) Wall total 1744 sqft 5464 Btuh i°ailsits:6°�} lgindoa�s(Ts7°�} Door total 44 sqft 421 Btuh Ceiling total 1836 sqft 1228 Btuh Floor total 1836 sqft 5229 Btuh :.••:• Infiltration 214 cfm 4948 Btuh • • • ••••:• Duct loss 4958 Btuh •••••• • •• •.. . 0000•. Subtotal 29551 Btuh i=ioars(tl.r:�t ••• •• Oucts ta. °� • • Ventilation 0 cfm 0 Btuh .•• ;•••} ;•• • TOTAL HEAT LOSS 1 29551 Btuh Doorsit s%t • ••• •••••• ••••• SUMMER CALCULATIONS 'nfi"s.' '00 00 0.000; Summer Cooling Load for 1836 sqft) :00:0: 0 • Load component Load 0 0 0 • 000000 •0000. Window total 322 sqft 13114 Btuh • • . • 0000.. Wall total 1744 sqft 4423 Btuh •• • ••• •• • • Door total 44 sqft 642 Btuh Ceilings{ .4%} °•°°-°•�'—•— Ceiling total 1836 sqft 3274 Btuh Windows{29.x} Floor total 0 Btuh walls(1i3.6%} Infiltration 214 cfm 4006 Btuh Internal gain 4320 Btuh Duct gain 4485 Btuh Ooarsi1:5%} Sens.Ventilation 0 cfm 0 Btuh . Blower Load 0 Btuh Latent int0.8°fa} Total sensible gain 34265 Btuh Latent gain(ducts) 972 Btuh Int.Gain(9.8% Latent gain(infiltration) 8157 Btuh Latent gain(ventilation) 0 Btuh �nfi�(Z75%l Latent gain(intemal/occupants/other) 800 BtuhJ A ucts(12.3%) Total latent gain 9930 Btuh Q� ..--•• .. TOTAL HEAT GAIN 44194 Btuh J�•��G�NSF 9 EnergyGau*@ S jstenN&rv5988 8th Edition PREPARE[EBY: * c DATE: EnergyGauge®/USRCZB v5.1 �',, /� •. System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL 11/5/2016 Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr. Component Loads for Whole House Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded_ 1 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 20.3 0.0 20.3 29 29 593 Btuh 2 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 9.5 0.0 9.5 29 29 277 Btuh 3 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 88.5 0.0 88.5 29 29 2586 Btuh 4 1 NFRC 0.50,1.08 No No N 1.0ft. 1.4ft. 13.2 0.0 13.2 29 29 385 Btuh 5 1 NFRC 0.50,1.08 No No W 1.0ft. 1.4ft. 19.0 0.0 19.0 29 67 1275 Btuh 6 1 NFRC 0.50,1.08 No No S 1.0ft. 1.4ft. 37.5 37.5 0.0 29 31 1095 Btuh 7 1 NFRC 0.50,1.08 No No S 1.0ft. 1.4ft. 55.1 55.1 0.0 29 31 1609 Btuh 8 1 NFRC 0.50,1.08 No No E 1.0ft. 1.4ft. 31.9 0.0 31.9 29 67 2138 Btuh 9 1 NFRC 0.50,1.08 No No E 1.0ft. 1.4ft. 9.5 0.0 9.5 29 67 638 Btuh 10 1 NFRC 0.50,1.08 No No E 1.0ft. 1.4ft. 37.5 0.0 37.5 29 67 2517 Btuh Window Total 1 _322 (sqft) 13114 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath • • 1 Concrete Blk,Hollow-Adj 0.15 4.1/0.0 104.6 2.5. . 2$S'Affi i •••••• 2 Concrete BIk,Hollow-Adj 0.15 4.1/0.0 136.7 2.5•.. 347 Btuh • 3 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 478.4 2.5 1244.Stun • 4 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 288.5 2.5* " 7'32 Btuh 5 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 369.2 2.50:. •• 937 Stuh • • 6 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 366.1 2.5 •• • 929•Stuh :••••: Wall Total 1744 (sqft) ••• •• 44 9-13twfi ••... Doors Type Area (sqft) HTldl•• •• Load• • ••••• 1 Wood-Garage 17.1 14.7• • 251 BtUH •••••• 2 Wood-Exterior 26.5 14.?** •• 390 Stuh • Door Total 44 (sqft) 642 Btuh ••••:• Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM •. Load •• 1 Vented Attic/DarkShingle 0.032 30.0/0.0 1836.0 1.78 `• • 3V4•VID • • Ceiling Total 1836 (sqft) 327413tutl Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1836(ft-perimeter) 0.0 0 Btuh Floor Total _ 1836.0(sqft) 0 Btuh Envelope Subtotal: 21453 Btuh Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural(Adjusted for ventilation) 0.70 18360 1 214.3 4006 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 29779 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Condi) (DGM of 0.151) 4485 Btuh Sensible Load All Zones 34265 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL—AP 925 NE 95 St 925 NE 95 St Miami Shore , FL 11/5/2016 WHOLE HOUSE TOTALS ::—::71 Sensible Envelope Load All Zones 29779 Btuh Sensible Duct Load 4485 Btuh Total Sensible Zone Loads 34265 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 34265 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 8157 Btuh Latent ventilation gain 0 Btuh Latent duct gain 9-A2 Btuh 666966 Latent occupant gain (4.0 people @ 200 Btuh per person�. 800 Btuh • 0000.. Latent other gain ••• •0 00 Btuh •••••• 666 96 6 Latent total gain 0000 993Q•Ulluh :000 0; • TOTAL GAIN 06 44194'Btuh 0000 969 . 00000 0 99 96 69 0096.0 EQUIPMENT :00:0: '0 9 9 0 9 996669 1. Central Unit # 0.9 :48000$ty �.... 'Key: window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(%)) (Ornt-compass orientation) Version 8 EnergyGauge®/USRCZB v5.1 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL Building Type: User 11/5/2016 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F(TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.50 Metal 1.08 N 20.3 22.7 461 Btuh 2 1, NFRC 0.50 Metal 1.08 N 9.5 22.7 215 Btuh 3 1, NFRC 0.50 Metal 1.08 N 88.5 22.7 2008 Btuh 4 1, NFRC 0.50 Metal 1.08 N 13.2 22.7 299 Btuh 5 1, NFRC 0.50 Metal 1.08 W 19.0 22.7 431 Btuh 6 1, NFRC 0.50 Metal 1.08 S 37.5 22.7 850 Btuh 7 1, NFRC 0.50 Metal 1.08 S 55.1 22.7 1250 Btuh 8 1, NFRC 0.50 Metal 1.08 E 31.9 22.7 723 Btuh 9 1, NFRC 0.50 Metal 1.08 E 9.5 22.7 215 Btuh 10 1, NFRC 0.50 Metal 1.08 E 37.5 22.7 850 Btuh Window Total 322.0 s ft 7304 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load •.. . (Cav/Sh) . ...... 1 Conc Blk,Hollow -Adj (0.149) 4.1/0.0 105 3.13 .��•: 328-Btuh. �� 2 Conc Blk,Hollow -Adj (0.149) 4.1/0.0 137 3.13 428Ztuh ••• • 3 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 478 3.13 ••••••1499 Btuh • 4 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 289 3.13 904Al5h • 5 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 369 3.13 "" 1157 B'tth ••;••. 6 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 366 3.13 ":":1147ttft Wall Total 1744 s ft '• 5464 Btuh ' Doors Type Storm Ueff. Area X HTM= Load 1 Wood -Garage, n (0.460) 17 9.7 165 tkah . •• 2 Wood -Exterior, n (0.460) 27 9.7 •••• 256Bt,h •••• Door Total 44 s ft 42Mitlih Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/D/Shing (0.032) 30.0/0.0 1836 0.7 1228 Btuh Ceiling Total 1836 s ft 122813tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 211.0 ft(perim.) 24.8 5229 Btuh Floor Total 1836 s ft 5229 Btuh Envelope Subtotal: 19645 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural(Adjusted for ventilation) 0.50 18360 1.00 214.3 4948 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Con) (DLM of 0.202) 4958 Btuh All Zones Sensible Subtotal All Zones 29551 Btuh EnergyGauge®/USRCZB v5.1 Pagel Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 925 NE 95 St 925 NE 95 St Miami Shore, FL Building Type: User 11/5/2016 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 29551 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 29551 Btuh EQUIPMENT 1. Electric Strip Heat 34000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) •• • • or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) •• • U-(Window U-Factor) • • i`w_. 000000 HTM-(ManualJ Heat Transfer Multiplier) "" ,r�Jt.rsr4 ' • 0000•• 0909 •• • 9 • • • 0000 •••• 90.00 ersio 0 • •99.9V• �•�• • 00000 •• •• •9 4600•0 •9•••• • • 0000•• •• • 0000 • • • • EnergyGauge®/USRCZB v5.1 Page 2 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 925 NE 95 St Builder Name: Street: 925 NE 95 St Permit Office: Miami Shore City,State,Zip: Miami Shore ,FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. ;• .;. Rim oists Rim joists are insulated and include an air barrier. •.. Floors (including above-garage Insulation shall be installed to maintain permanent contact with CITC149ime of •• ••• .00.04 and cantilevered floors) subfloor decking. 0 0 0 0 0 The air barrier shall be installed at any exposed edge of insulatign.•••• *0400, • • 44 Crawl space walls Where provided in lieu of floor insulation, insulation shall be perewp9t4y 0. • 00000 • attached to the crawlspace walls. 00 0 09 0 •0151/A 0 0 a 0 0 0 Exposed earth in unvented crawl spaces shall be covered with itG'W§j •• vapor retarder with overlapping joints taped. ; 0 0 0 0 0 0 Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterjor oro 0 • ;0 0; unconditioned space shall be sealed. •0 0 *goo • • p 0 0 0 Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by 1,1011 insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have N/A gasketed doors 10/31/2016 1:18 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM.R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 925 NE 95 St Permit Number: Miami Shore ,FL, NDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; :•••:• 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closecCandeeiled; • "••;• 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and •• • ;• • •• 6.Supply and return registers,if installed at the time of the test,shall be fully open. ••• •• • •••••• O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor co'bo sti n air. •• • •••• O R402.4.3 Fenestration air IeakageYVndows,skylights and sliding glass doors shall have an air infiltral*4 w of no rr!4;% :iT 0.3 cfrry peir.• square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when jergV apcordinq jo.NFRC 400 4[• ••• AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by t.ha m:iRufacturer. ••* ••• • Exception: Site-built windows,skylights and doors. • ••• • • O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall b;sealedto limit Ir.12 9e betwe2rP• • conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as havinj an air+Ieakagetate not more then • 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.•Allirecessed.lurgipaires shirr •'; be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • • • R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)lll ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/31/2016 1:17 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM'R405-2014 MANDATORY REQUIREMENTS - (Continued) luop R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. lop R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 600C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for t*oVVMpriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • •••• • R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production arelafted 6y the aarVVL"r energy ' factor of the system.The solar energy factor of a system shall be determined from the Florida Sd12rn*RJy Centhr Directory of •••••• Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,irest"elhods for Soler Collectol%, • and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collpstprp in installg0*v6ir water;""; heating systems should meet the following criteria: *00660 • • •••• •••• ••••• 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;anA••••• •••a • ••••• 2. Be installed at an orientation within 45 degrees of true south. •• •• •: •••••• R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the regL1re'rtVh1s of the ' ' Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved m2ans ofbentilatift • •••••• Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation systerrlis noteogerating► • • R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment.* • 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 10/31/2016 1:17 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comp with SeLon•603 •••••• and C404 of the Commercial Provisions in lieu of Section R403. • • • • ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy sew"scythe bui ntoslAll • ••;• include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,anijpp p"ipitation is filling • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. •••••• •••• •••• • • ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for resibe*81 pools anti inbound so:*** spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The emo%lt jWuiremQr for • 00000 portable spas shall be in accordance with ANSI/APSP-14. •••••` ••: 606060 • 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off VAI Tot is mounted outside •• the heater to allow shutting off the heater without adjusting the thermostat setting. • • • • 000900 0000•• R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heatersshall have a minimum therlel•••: efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accor(?aAce with ANSI'L•4*4.Pool• • heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. •• • R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. VW RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 10/31/2016 1:17 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 ♦5NOR ' goes Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 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 Certificate must specify the description of operations or contractor license number. ■■rrrrrrrrrrrrrrrrrr�rr urrrrrrrrrrrrrrrr a rrrrrrrrrrrrrrrrrrrrurrrrrrrrrrrrrrrrrrrrrrrrr BUSINESS NAME: BUSINESS ADDRESS: kk�k 11s=mA ,� flcL CITY 'k, n au STATE_—L BUSINESS PHONE: 5:3-Sr., FAX NUMBER CELL PHONE (n`?`�" 1 ate' S 6 QUALIFIER'S NAME: 1Porpy�^Q QUALIFIER'S LIC NUMBER: CSC. \.c3 ��8 STATE OF FLORIDA r -- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 a�oo,ve 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 VERA, RODOLFO J VEPCCO CONSTRUCTION & MANAGEMENT CORP 11881 HERMITAGE DR PLANTATION FL 33325 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and �^j STATE OF FLORIDA - Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque t DEPARTMENT-017 BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONACREGULATION I Every day we work to improve the way we do business in order CFC1429282 .`Q ' ISSUED:-r 07/04/2016 to serve you better. For Information about our services, please ' log onto www.myfloridalicense.com. There you can find more CERTIFIED PLUMBING'tONTRA!✓TOR information about our divisions and the regulations that impact I VERA,RODOLFOJ' a� , you,subscribe to department newsletters and learn more about VEPCCO CONSTItlul ON" ,[�AANAGEMENT C the Department's initiatives. •t .r• Our mission at the Department is:License Efficiently, Regulate .`��., Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, iS-CERTIFIED under'the-provisions of.-Ch.489 FS. and congratulations on your new license! EXpUe6pd'ate-AU_d31.2018- _ ^L1607040001598 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA , t DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION,INDUSTRY LICENSING BOARD j i4 Eel 40M4011jed JW 1 ► i CF61429282- v i q' The PLUMBING-CONTRACTOR Named below IS CERTIFIED ` Under the prdvisioiis of Chapter 489 FS. = —mss"-- � _ "` I Expiration date:AUG 31,2018 `_ { , i -VERA, RODOLFO J —T —`%—'�` .} , `: �. . 4 ❑� VEPCCO { CONSTRUFCTIMANAtiG—E�Mf :NT'CORP 11881'HERMITAOTIEC-D ` . �` ..-`•-�.`�%-.�S% PLANTATIONS"y1-325 oil AL ' l }� �� . J— ' �. •_l:Al._'+ -_1L7�3 � ,5 � ke� `h..,...}. •�s S,a.�y Y ISSUED: 07/04/2016 DISPLAY AS REQUIRED BY LAW SEQ# 1.1607040001598 STATE OF FLORIDA -� DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 �~ R 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 VERA, RODOLFO J VEPCCO CONSTRUCTION & MANAGEMENT CORP 11881 HERMITAGE DR PLANTATION FL 33325 Congratulations With this license you become one of the nearly— -- r one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range s _ STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT"OF;BUSINESS AND restaurants,and they keep Florida's economy strong. ) PROFVSSIYNAL REGULATION Every day we work to improve the way we do business in order I CGC1520378I,SSUED .3' V 3'07/04/2016 { to serve you better. For Information about our services,please ; I � f :t."- log onto www.myfloridalicense.com. There you can find more CERTIFIED GEN4ERAUCT ONT;_RACTOR information about our divisions and the regulations that impact VERA,.RODOLAr*j `%`~- you,subscribe to department newsletters and learn more about VEPCCO CON, :OI��'W.NAGEMENT C the Department's initiatives. { Qur mission at the Department is:License Efficiently, Regulate ' -4ti'i>•c-••.`,.'�''' Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, I IS CERTIFIED'under the provisions of Ch.489 FS. # , and congratulations on your new license! Expireuon date,AUG 31,2b18- L1 60 7040001 91 8 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION s CONSTRUCTION INDUSTRY LICENSING BOARD ; a -CGC1520378 u, • The GENERAL CONTRACTOR Named below IS CERTIFIED Y ,� Un"der the provisions of Chapter 489 FS. -•'^ "-=�:'� ExpiFation date: AUG 31, 2018 VERA, RODOL-FO-J - _. - - _ `�,- �"N ❑ -VEPCCO CONSTRUCTIw• ,OMAN,AGEMENT CORP :.11881 HERMITQGEbJ ,___ _— — -"PLANTATION�.,'`-F,.L,333325M . k _j /jam"", r `• � ti's'` ` ISSUED: 07/04/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1607040001918 014060 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY .'62191 LBT BUSINESS NAME&OCATION �.fRECEIPT NO. EXPIRES VEPCCO CONSTRUCTION AND MANAGEMENT CORRENEWAL SEPTEMBER 30, 2017 DOING BUSINESS IN DARE COUNTY 7440161 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 I I OWNER SEC.TYPE OF BUSINESS I VEPCCO CONSTRUCTION AND MANAGEMIfJOWL.BUILDING CONTRACTOR PAYMENT RECEIVED .,O RODOLFO VERA CGC1520378 BY TAX COLLECTOR vlorker(s) 3 $75.00 07/18/2016 CREDITCARD-16-041773 This Local Business Tax Receipt only confirms payment of the Local Business Tax..Tlre Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must coinply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. ` The RECEIPT N0.above must be displayed on all commercial vehicles-Miardi-Dade Code Sec 6a-276. f For more information,visit www.miamidade.00vilexcollector s 10/04/16 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 INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,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 endomement(s). PRODUCER CONTACT NAME: Lucia Estrella Accurate AHCQ (305)226-8727 FAX,No): (305)226 8767 8300 West Flagler Suite 114 E-MAIL luciaestrelta@bellsouth.net bellsouth.net i ADDRESS: Miami,FL 33144 INSURERS AFFORDING COVERAGE NAIC Phone (305)226-8727 Fax (305)226-8767 INSURER A: United Specialty Insurance Company INSURED INSURER B: Vepcco Construction and Management INSURER C 11881 Hermitage Drive INSURER D: Plantation, FL 33325 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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. lLTR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP IN WV ( D POLICY NUMBER MMMDIYYYY MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 Q COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ❑ ❑ CLAIMS-MADE PREMISES Ea ocaxrence $ 100,000.00 A © OCCUR Y S111001A12903 05/10/2016 05/10/2017 MED EXP(Any one person) $ 5,000.00 ❑ PERSONAL 8 ADV INJURY $ 100,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER I PRODUCTS-COMP/OP AGG s 2,000,000.00 POLICY ❑ PRO- O ❑ LOC g AUTOMOBILE LIABILITY 1 COMBINED SINGLE LIMIT Ea accident) $ ❑ ANY AUTO ( BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED -f ❑ AUTOS E:] AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE I ❑ HIRED AUTOS AUTOS Per accident I $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ i $ WORKERS COMPENSATION �I�n WC STATU- OTH- AND EMPLOYERS'LIABILITY Y 1 N I �OB1.LILv1a ❑ER I ANY PROPRIETOR/EXCLUDED XECt1TIVE i E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) If E.L.DISEASE-EA EMPLOYEE$ yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ f1 i DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CGC1520378 CFC1429282 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLIC ROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRES E Miami Shores,FL 33138 L Lucia Estrella ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE r _ - - -__ -- - -- -- -- - IMPORTANT � STATE OF FLORIDA Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES who elects exemption from this chapter by filing a certificate of DIVISION OF WORKERS'COMPENSATION F election under this section may not recover benefits or 4 nom` compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTION 10 CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L Pursuant to Chapter 440.05(12),F.S.,Certificates of election to WORKERS'COMPENSATION LAW D be exempt...apply only within the scope of the business or trade EFFECTIVE DATE: 3/26/2016 EXPIRATION DATE: 3/26/2018 listed on the notice of election to be exempt. PERSON: VERA RODOLFO j H Pursuant to Chapter 440.05(13),F.S.,Notices of election to be FEIN: 454244701 E exempt and certificates of election to be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revocation if,at any time after the filing of the notice VEPCCO CONSTRUCTION&MANAGEMENT CORP E or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke 11881 HERMITAGE DRIVE a certificate at any time for failure of the person named on the PLANTATION FL 33325 certificate to meet the requirements of this section. j SCOPES OF BUSINESS OR TRA i (LICENSED GENERAL LICENSED PLUMBING (CONTRACTOR CONTRACTOR DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 �S�Nc.R .:.. ,�, iami hores Village 00, Building Department �OR10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation 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 I0 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. Signature: Owner State of Fl /d, County of Miami-Dade The foregoing was acknowledge before me this AA�T4 day of_C2C,qQ g1 ,20 \� By who is personally known to me or has produced as identification. Notary: �� —� SEAL ;, " , Ricardo Dominguez ? �'= Commission I FF958686 s: " Expires:February 8,2020 VEPCCO C O N S T R U C T 1O N 8 MANAGEMENT CORP October 41h, 2016 State of Florida County of Miami Dade Before me this day personally appeared RODOLFO VERA who,being duly sworn,deposes and says: That he will be the only person working on the property located at 925 NE 95th Street Miami Shores FL 33138. Sworn to (or affirmed) and subscribed before me this 4 day of CnybVt- . 20 1G, by Personally Known OR Produced Identification Type of Identification Produced minguez i. Commission FF958686 ary 8,2020 ',040 Print,Type or Stamp Name of Notary QM � M ' 11881 Hermitage Drive,Plantation,FL 33325 LIMITED LIABILITY COMPANY OPERATING AGREEMENT OF 925 NE 95,LLC ARTICLE I FORMATION AND MEMBERSHIP 1.1 Formation. 925 NE 95, LLC (the "Company") has been organized as a limited liability company pursuant to the Florida Revised Limited Liability Company Act, as amended (the "Act"). The Act shall govern the rights and liabilities of the parties hereto except as otherwise expressly stated. The Company was formed on August 30, 2016. ARTICLE II OFFICES,NAME, ETC. 2.1 Principal Office. The principal office of the Company shall be at 925 N.E. 95`x' Street, Miami Shores, FL 33138, or such other place as may be determined from time to time by the Managers. 2.2 Name. The business of the Company shall be conducted under the name of"925 NE 95, LLC"or such other name as the Managers may determine from time to time. 2.3 Term. The term of the Company commenced on the date its Articles of Organization ("Articles") were filed with the Secretary of State of the State of Florida and shall continue until terminated as hereinafter provided. 2.4 Authorized Persons. Ignacio Villanueva executed the Articles of the Company as an authorized agent of the Company on behalf of the Company. He is authorized and directed to execute and file the Articles and take such other action as may be necessary to organize the Company. 2.5 Resident Aizent. The name and address of the Company's resident agent in Florida shall be Ignacio Villanueva, 925 N.E. 95th Street, Miami Shores, FL 33138. The Managers may change the Company's registered agent from time to time. 2.6 Business Ventures. The Members may engage in independently or with others in other business ventures of every nature and description, and the Company shall not have any rights in and to such independent ventures or the income or profits derived therefrom. 2.7 Member. The initial member of the Company (the "Member") has made initial contributions to the Company and owns an interest in the Company as set forth on Schedule A attached hereto and incorporated herein(the"Interest"). ARTICLE III PURPOSES AND POWERS 3.1 Purpose. The Company shall be a limited liability company organized under the laws of the State of Florida. The initial Member of the Company shall be the person set forth on Schedule A attached. The Company may engage in any and all lawful acts or activities permitted under the Act. 3.2 Powers. In furtherance of the purposes of the Company as set forth in Section 3.1 and in addition to those powers provided in the Act, the Company hereby has the additional power and authority to enter into any kind of activity and to perform and carry out contracts of any kind necessary to, or in connection with, or incidental to, the accomplishment of the purposes of the Company, so long as said activities and contracts may be lawfully carried on or performed by a limited liability company under the Act. 3.3 Executory Agreement in Bankruptcy. The Member agree that this Agreement constitutes an executory agreement with respect to all Interest issued by the Company and shall be governed by 11 U.S.C. § 365 in connection with the bankruptcy of the Company or of any Member because, among other provisions and obligations, this Agreement imposes on each Member the following affirmative duties (each of which constitutes a material unperformed, future obligation): (a) the duty and obligation to contribute additional capital to the Company in accordance with Section 4.1(b) hereof; (b) the duty and obligation not to withdraw or disassociate as set forth in Section 4.4 hereof; (c) the duty and obligation of good faith and fair dealing in accordance with Section 4.3 hereof; (d) the duty and obligation not to transfer his or its Interest in the Company except in accordance with Article 10; and (e) the duty and obligation not to bring any action for dissolution or appraisal rights as set forth in Section 4.5 hereof. Accordingly, any trustee in bankruptcy with rights in and to any of the Interest issued by the Company shall be required to comply with the terms of this Agreement and Florida law governing this Agreement, including without limitation, the restrictions of the rights of a creditor of a Member or transferee pursuant to Section 608.433(d) of the Act. ARTICLE IV MEMBER; TAXATION FOR FEDERAL INCOME TAX PURPOSES 4.1 Members. (a) Limited Liability. Each Member shall not be liable for the obligations of the Company solely by reason of being a Member. Each Member shall not be required to make any additional contributions to the capital of the Company except as set forth in Section 4.1(b) below. All decisions of the Members must be made by vote or written consent of those Members owning a majority of Interest in the Company. (b) Additional Capital Call. Upon a determination of the Managers and written notice to each Member, each Member shall be obligated to contribute within thirty (30)days of the receipt of such notice an additional pro-rata amount based upon the Interest then owned by each such Member to the Company as designated by the 1) Managers in such notice not to exceed that Member's percentage ownership interest in the Partnership, as set forth on Schedule A, multiplied by $10,000 (the "Member's Aggregate Capital Call"). No Member shall be required to contribute more than such Member's Aggregate Capital Call during the term of the Company. If any Member fails to timely contribute such amount to the Company as requested by the Managers, then the Managers shall suspend all subsequent distributions to be made to such Member until such contribution is made by or on behalf of such Member and the Managers, in their sole discretion, may apply any suspended distributions otherwise payable to such Member by the Company to the amount required to be contributed by such Member to the Company and such applied distribution shall constitute a cash distribution to such Member. Any amount required to be contributed by a Member but not so contributed shall bear interest due and payable to the Company at a rate of one percent (1%) per month for each month or fraction thereof in which the Member fails to timely make such contribution. The Managers may request the capital contributions contemplated herein to allow the Company to purchase additional assets, repay debt, pay operating expenses or for any other purpose. The Company shall be entitled to enforce the obligations set forth herein through specific enforcement without the necessity of posting any bond and/or any other action at law or in equity and shall be entitled to recover reasonable attorney's fees and costs in connection with any action to enforce the terms of this Section 4.1(b)hereof. 4.2 Taxable Status. The Company shall be taxable as a partnership for federal income tax purposes so long as it has two or more members and shall be taxable as a disregarded entity for federal income tax purposes if it has only one member. The Company shall maintain a capital account for each Member pursuant to Treasury Regulation Section 1.704-1(b)(2)(iv). 4.3 Fiduciary Duties. Each Member hereby acknowledges and agrees that Section 605.0105, Florida Statutes, prohibits the terms of this Agreement from: (a) eliminating a Manager's duty of loyalty under Sections 605.04091 and 605.0105(3)(e), Florida Statutes, except as otherwise provided by Section 605.0105(4), Florida Statutes; (b) unreasonably reducing a Manager's duty of care under Section 605.04091, Florida Statutes; and (c) eliminating a Member or Manager's obligation of good faith and fair dealing under Sections 605.04091 and 605.0105(3)(f), Florida Statutes, except as otherwise provided by Section 605.0105(3)(f), Florida Statutes. Accordingly, each Member and Manager shall comply with its fiduciary duties owed to the Company and Members in accordance with Florida law. 4.4 No Riaht of Withdrawal. No Member may withdraw from the Company nor may withdraw or make demand to withdraw capital from the Company without the prior written consent of the Managers and the approval of those Members owning a majority of the issued and outstanding Units, which consent and approval may be withheld for any reason or for no reason. No Member shall have the right to receive property other than cash from the Company, except that the Managers may, from time to time, direct the Company to make distributions of property other than cash to the Members. 4.5 _Waiver of Dissenter's Rights and Rights to Court Decree for Dissolution. The parties agree that irreparable damage would be done to the goodwill and reputation of the Company if any Member should bring an action in court to dissolve the Company. Care has I been taken in this Agreement to provide what the parties feel is fair and just payment in liquidation of the interest of each Member. Accordingly, each Member hereby waives and renounces his, her or its right to such a court decree of dissolution or to seek the appointment by the court of a liquidator for the Company. Further, the parties hereby waive any statutory right to dissenter's rights or appraisal rights as may exist now or in the future. ARTICLE V MANAGEMENT 5.1 Managers. The Managers shall have the following power, authority, responsibilities and duties and be elected and manage the Company as provided herein: (a) The powers of the Company shall be exercised exclusively by or under the exclusive authority of, and the business and affairs of the Company shall be managed under the exclusive direction and control of the managers of the Company (hereafter, each manager shall be referred to herein as a "Manage ' and, collectively, as the "Managers"). All decisions must be approved by a majority of the Managers with each Manager having one vote. (b) Managers shall not receive any stated salary or other compensation for their services, except as otherwise may be provided by the Members from time to time. The Company may reimburse any Manager for reasonable expenses incurred by the Manager in connection with his, her or its performance of services for the Company upon receipt by the Company of proper substantiation of such expenses. The foregoing notwithstanding nothing contained in this Agreement shall be construed to preclude any Manager from serving the Company in any other capacity and receiving compensation for such service. (c) The number of Managers of the Company shall be determined by the Members from time to time. The initial number of Managers shall be one as listed on Schedule A. (d) Such Managers shall hold office until his successor is appointed, or, if earlier, until such Manager's death, resignation or removal as provided in this Agreement. Any vacancy occurring in the Managers may be filled by the Members. Any Manager may be removed at any time with or without cause, by the Members. Any Manager may resign at any time. Such resignation shall be made in writing and shall take effect at the time specified therein, or, if no time is specified therein, at the time of its receipt by the remaining Managers or, if none, the Members. The acceptance of a resignation shall not be necessary to make it effective,unless so expressly provided in the resignation. (e) All meetings of the Managers may be held either within or without the State of Florida at such place or places as shall be determined from time to time by the Managers. A 5.2 Officers. (a) If desired, the Managers may appoint one or more officers of the Company, which may include a President, one or more Vice Presidents, a Secretary, one or more Assistant Secretaries, a Treasurer and one or more Assistant Treasurers. (b) Any officer may be removed, either with or without cause, by the Members. A vacancy in any office because of death, resignation, removal, disqualification or any other cause may be filled by the Managers. (c) Any officer may resign at any time by giving written notice to the Managers. Any such resignation shall take effect at the date of receipt of such notice or at any later time specified therein; and unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. ARTICLE VI DISTRIBUTIONS, ALLOCATION OF PROFITS AND LOSSES 6.1 Distributions. After providing for the payment of any amounts due on any indebtedness of the Company and providing for a reasonable reserve for the payment of expenses of the Company, any remaining cash funds of the Company may be distributed to the Members proportionately in accordance with the Interest that each Member owns in the Company as determined from time to time by the Managers. Notwithstanding the foregoing, the Company shall make annual distributions, on or before April 15 of each year, to each Member pursuant to his or her Interest in the Company in an amount equal to that Member's Federal income tax obligation attributable to the net income generated by the Company during the immediately preceding year and allocated to such Member. 6.2 Allocation of Profits, Gains and Losses. The profits, gains and losses of the Company shall be determined for each calendar year of the Company in accordance with the method of accounting mutually selected by the Members and shall be allocated to the Members proportionately in accordance with the Interest that each Member owns in the Company. ARTICLE VII INDEMNIFICATION 7.1 Indemnification. Each Member, Manager and officer of the Company (each, an "Indemnified Person") shall be indemnified in the manner and to the full extent permitted by the Act. Each person who at any time is, or shall have been a Member, Manager or officer of the Company, and is threatened to be or is made a party to any threatened, pending or completed action, suit or proceeding, whether civil, criminal, administrative or investigative, by reason of the fact that he or she is or was, a Member, Manager or officer of the Company shall be indemnified against expenses (including attorneys' fees and expenses), judgments, fines and amounts paid in settlement actually and reasonably incurred in connection with any such action, suit or proceeding to the fullest extent permitted. The foregoing right of indemnification shall in no way be exclusive of any other rights of indemnification to which such Member, Manager or r, officer may be entitled under any agreement, or otherwise, and shall continue as to a person who has ceased to be a Member, Manager or officer and shall inure to the benefit of the heirs, executors and administrators of such a person. ARTICLE VIII FISCAL YEAR ACCOUNTING AND INSPECTION OF BOOKS 8.1 Fiscal Year and Accountants. Except as otherwise determined by the Managers, the fiscal year of the Company shall be the calendar year. The books of the Company shall be kept on such method as the Managers shall from time to time determine consistent with generally accepted accounting principles. 8.2 Inspection of Books. The books of the Company shall at all times be available for inspection and audit by the Member at the Company's principal place of business during business hours. ARTICLE IX DISSOLUTION 9.1 Events of Dissolution. The Company shall be dissolved upon the approval of the Members, in writing, to the termination and dissolution of the Company. Notwithstanding the dissolution of the Company, the business of the Company shall continue to be governed by this Agreement until the winding up of the Company occurs. 9.2 Distribution Upon Dissolution. Upon dissolution, after payment of, or adequate provision for, the debts and obligations of the Company, the remaining assets of the Company (or the proceeds of sales or other dispositions in liquidation of the Company's assets) shall be distributed to the Members in accordance with their Interest in the Company. The Company shall terminate when all property has been distributed to the Members. ARTICLE X RESTRICTIONS ON TRANSFER OF INTEREST IN COMPANY 10.1 General. No Member shall sell, transfer, pledge or otherwise encumber or dispose of any Interest in the Company or any interest therein, or voluntarily allow such Interest to be subject, directly or indirectly, to transfer by operation of law or agreement (collectively, a "Transfer"), without the prior written consent of all of the other Members. A ARTICLE XI GENERAL PROVISIONS 11.1 Modification. This Agreement may be amended or modified by the Members. 11.2 Governing Law, Severability; Venue. This Agreement and all transactions contemplated herein shall be governed by, and construed and enforced in accordance with, the internal laws of the State of Florida without regard to principles of conflicts of laws. Each of the parties hereto irrevocably and unconditionally agrees that any suit, action or legal proceeding arising out of or relating to this Agreement shall be brought in the state or federal courts of proper subject matter jurisdiction situated in Miami-Dade County, Florida. Each of the parties hereto consents to the jurisdiction of each such court in any suit, action or proceeding and waives any objection which it may have to the laying of venue of any such suit, action or proceeding in any of such courts. Each of the parties hereto agrees that service of any court document may be effected on such party pursuant to the notice provision contained in this Agreement or in such other manner as may be provided under applicable laws or court rules in such state. If any provision of this Agreement, or the application thereof to any person or circumstances, shall for any reason and to any extent be invalid or unenforceable, the remainder of this Agreement and the application of that provision to other persons or circumstances shall not be affected, but rather shall be enforced to the extent permitted by law. 11.3 Pronouns. Feminine or neuter pronouns shall be substituted for those of the masculine gender, the plural for the singular and the singular for the plural, in any place in this Agreement where the context may require such substitution. 11.4 Titles. The titles of Articles and Sections are included only for convenience and shall not be construed as a part of this Agreement or in any respect affecting or modifying its provisions. 11.5 Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute the same instrument. 11.6 Subsequent Members. Any person who becomes a member of the Company after the execution of this Agreement shall be deemed to have consented hereto, and to be bound hereby as if he or she had actual notice of this Agreement at the time he or she acquired his or her interest in the Company. 11.7 Notices. All notices, requests, consents and other communications required or permitted under this Agreement shall be in writing and shall be (as elected by the person giving such notice) hand delivered by messenger or overnight courier service or by registered or certified U.S. Mail (postage prepaid), return receipt requested, to the address of such party as indicated on the books and records of the Company. Each such notice shall be deemed delivered: (a) on the date delivered if by personal delivery either by messenger or overnight courier; or (b) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed. 7 11.8 Enforcement Costs. If any legal action or other proceeding is brought for the enforcement of this Agreement, or because of an alleged dispute, breach, default or misrepresentation in connection with any provisions of this Agreement, the successful or prevailing party or parties shall be entitled to recover reasonable attorneys' fees, court costs and all expenses even if not taxable as court costs (including, without limitation, all such fees, costs and expenses incident to appeals), incurred in that action or proceeding, in addition to any other relief to which such party or parties may be entitled. 11.9 Waivers. The failure or delay of any party at any time to require performance by another party of any provision of this Agreement, even if known, shall not affect the first party's right to require performance of that provision or to exercise any right, power or remedy hereunder, and any waiver by any party of any breach of any provision of this Agreement should not be construed as a waiver of any continuing or succeeding breach of such provision, a waiver of the provision itself, or a waiver of any right, power or remedy under this Agreement. No notice to or demand on any party in any case shall, of itself, entitle such party to any other or further notice or demand in similar or other circumstances. 11.10 Specific Performance. The Interest cannot be readily purchased or sold in the open market, and, for that reason, among others, the parties will be irreparably damaged (and damages at law would be an inadequate remedy) if this Agreement is not specifically enforced. Therefore, in the event of a breach or threatened breach by any party of any provision of this Agreement, the other parties shall be entitled, in addition to all other rights or remedies, to injunctions restraining such breach, without being required to show any actual damage or to post any bond or other security, and/or to a decree for specific performance of the provisions of this Agreement. IN WITNESS WHEREOF, the undersigned Member has caused this Agreement to be executed as of the 30`x' day of August, 2016. MEMB R: NACIO ILLANUEVA Q Schedule A Name,Address and Membership Interest of Sole Initial Member Name and Address Membership Initial Capital of Member Interest Contribution Ignacio Villanueva 100 Units and $100 100% Names of Managers and Officers Ignacio Villanueva 925 N.E. 95th Street Miami Shores, FL 33138 a CFN:20160540520 BOOK 30232 PAGE 16 DATE:09/1512016 01:35:00 PM DEED DOC 3,105.00 Return to: HARVEY RUVIN,CLERK OF COURT,MLA-DADE CTY Gity N4. Silberman,P.A. 2665 South Bai shore Drive,Suite 725 Coconut Grove, PL 33133 This instrument prepared by: Christopher P.Delle),,Esquire 11098 Biscayxie Boulevard,Suite 205 Miami,FL 33161 Folio No. 11-3206-014-3100 2Ua mwtttt Deed THIS INDENTURE, wade this qday of = /yfj /L 2016, between JOHN WILKINSON, a single man, GRANTOR; and 925 NE 95, L.LC, a Florida limited liability company,whose post office address is 925 NE 95 Street. Nliami Shores. Florida 33138, GRANTF,E, WITNESSETH, That said GRANTOR, for and in consideration of the sum of"fen and 00!100 Dollars,and other good and valuable considerations to said GRANTOR in hand paid by said GRANTEE, the receipt whereof is hereby acknowledged,has granted,bargained and sold to the said GRANTEE,and GRANTEE'S heirs and assigns forever,the following described land;situate,lying and being in Miami- Dade County,Florida to-wit: Lot 19 and the East 29 feet of Lot 18, Block 76, MIAMI SHORES SECTION 3, according to the map or plat thereof,as recorded in Plat Book 10,Page(s)37,of the Public Records of Miami-Dade County,Florida commonly known as: 925 NE 95 Street, Miami Shores, FL 33138 SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by governmental authority; conditions, restrictions limitations, reservations, easements, and other matters appearing on records, if any; and utility easements of record,taxes for the year 2016 and subsequent years. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. CFN:20160540520 BOOK 30232 PAGE 17 Warranry Deed Page 2 of 2 And said GRANTOR does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTOR, has hereunto set GRANTOR'S hand and seal the day and year first above written. Signed,sealed,and delivered in our presence: Witn s Name 'f XTOHN WILKINSON Grantor G�.F c'0 aye,% Address: er/a Print /1G4 -j 3� ZL4,/ sF'.3,c+ Witnes }Name Print STATE OF FLORIDA ) COUNTY OF MIAMI-DADE } I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take aclyiowledInents, personally appeared JOHN WILKINSON,a single man,who produced ci / ,,1, 444. as identification, and who executed the foregoing instrument and acknowledged before me that he executed the same. /fz -; Witnr ss my hand and official seal in the County a d State last aforesaid this _day of �` , •� ,2016. NO"'A0;IX URI,T ., State of FL RID at Large My Commission Expires: �uc� °mit CHRISTOPHER P.KELLEY . LAY CONINISSION#FF 9W1 o" EXPIRES:Wy 21,2520 for rt�a a"dw lhn avaget wary send CFN:20160540520 BOOK 30232 PAGE 18 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI,33138 Tel: 305-795-2204- Fax: 305-756-8972 Permit No, REOC-8-16-2298 Certificate of Re-Occupancy Address: 925 NE 95 Street City: Miami Shores State: FL Zip: 33138- This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one-family dwelling is used and intended to be used for a ane-family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Approval: CFN: 20160540521 BOOK 30232 PAGE 19 DATE:0911512016 01:35:00 PM This document was prepared by and HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY should be returned to me: Gary Silberman, P.A. Offices at the Grand Bay Plaza 2665 South Bayshore Drive, Suite 4725 Coconut Grove,FL 33133 Tel: (305)285-0377 Fax: (305)285-2325 DOCUMENT COVER PAGE DEATH CERTIFICATE OF BERYL M.GALLOWAY file Number:16-318 DOubleTimen r� y: • • � tom_ w! 171t 1 1 yl ^1 tT, r. ,r U ' 1 `_ BUREAU of VITAL STATISTICS 009497 cEmFlC.-M OF DIWH 9 0 5 3 3 3 f tI XCN.E NO. N4-wont.DECEDENT' N4-wontN4-wontMgtp.LFt�ONDABexypj - - 2.SEIt l H. Galiawe Female WE Of DEAmnTartc D+x tvl s SOCIAL 5tU;UAITY NUMBER Si'IAtsEx.:at•1ebiY sb UNDER i wAR k t)NDER,OiY June 29 X990 26 .�'•,: AGATE OF BIRTH AW"ay%wj 7&RTHPLACE(Gry„OS eOr F0�1CpYAy) R , t I'S DECO 'TT EVER Februuv 27 1901 Jefferson r&MiaPLACE 1R1ED S7(1hOAlp, L. HOSPITAL .OF DEATH/b1Fa►olety oa.•a1.n.N,uy,:alaew xsj TID CTY UYiTsa jt,iylvol `; �. y >dOoa"M C:FAKk WWW n.OOA OTHER,0 mom "W" ::RaiiOent, =OowOSP•*y) 9c fApUTY NAME pinbro,Fxelou,.!)M»ifvfntireey) 9d.CRY,Tom,OR LOCARON OF OPJCTM 9e-CgJw(iY�eDGp, ital IO.OECEDEN75USWt000URalON ,OSKti1DOF8USINES:SIIgOVSi.M N,LARfLLLSLRUS-Mls+aq, t?.SuAv1VMK'sSPOUSE WWtPwelasnnMr) rser Mbvnid.YF1dte,q T),o+ndOSnalY) Boa]Ck CUtODI{7Tj10EiL1.OnS COm (¢pnt. 13A RESIDENCE STATE 03k,COUMTY Or CITY,TOwm,OR•OWICIN 00 STREPT ARD mu&m" Florida Dade DECEOE 13.INS1DECITY tr apc^m I.YNTOFMISIILMCQRNAITW(Qib(iPf+ ii LIMITS?(1b W W YASiy� )fil , iOrr. - $icY,1M wie r � F'�!z cCfL7Eh7 S Efl )' UJOCk + ISOKvyab IQr�eenC�Yes a.. • 17 FATHER'S NAME oft u,"k uRj - i� • 4 LK'�EA 5 AvWE tfs'iC Ibllla Wom S.ar-s s v C• G�laws • 193 tNFORAlANTf J At1E piP+"Wi Hb WALMG ALgRESS I".rsrr.no MA.116er+ Rw Aaf 4asw!Sri w 70w Sih�.ap►;, A?OZ1fl Wllki.Rsen � s 2Oe METHOD OF DISPGyT1pN 2W PLACE OF CISi?s 11GN Aei.P>a►•�i ar.•ysl.v• 27c:!JG1C#M-^ • - street m ��9 Cse+relun -_Rr.,lorr Iran S9lr • 2w SI NAT;IRE OF FtOWI L AS SUC AK EOR Tb L.ICE)a4E IYLA"PR ?t Miff AACA�+ESS lY j "1Zc�11 > 171 .1 LLGKy?/ Bess-itolski.-ccambs awemi Hom 22&To I�r let•u"Amp. t ajs teae orr and All •,c s T1► a31�.71i or.Y•ie.h Agg-mi, Miami FIT. � Cl�6e(x) L7iN1 r Cllw.s:�1:xr•xt,�s<t:tc",vr'r � . Ys> .tlTads ..��{. s1'�et.G�ett+�'Lt, ut�f e�" �+•'ss.�earaaeca»Crr:artas.r+c+�.rrMtrw: 2DUEt•►�Mll ill TIS%► 3 2 1 SIG1EDry1e DiF►tr 2L+C7UROrCTTAf �; is 9CE S+C�E.^,..ab uN�, ZY�J.F f:,f,r. June 26, 1990 SW 220 I AiiE of All ptN3 P►trS+dAsi tF CRHfiF i,iAV. >1'FTER•3pr a F+.c• 8 zr aaOlcl wGf:J1. xic A.t: tL-crG E Z<NAME AVO wGppESS Oc Cf RTF"(R'+1gw ..LAYLtiEA —SCA E t U :iTrPr M.D. 25 .E. 2 AvMiami Florida, L.di(`�-•t.4 ��.Cr- 1 ..E ��y, -s�`stE f tse 1x�yt:'+�:s_T��yy� .C�� 1� i��f i 1� /'/G�11'7teG ,�;.'Qs�lr�► �YR Z �"-��9' y 1• - , State Registrar Date Issued: September 06,2016 171EABOVE SKINATUNE CERTIFIES THAT I MIS IS A TTAI£AKD CORRECT COPY OF THE OFFICIAL RERD COON FILE IS THIS OFFK;E. •THB x} .THO OOcuLTNT 6 PntWm onmomcOr;ED OM"„SCURRY PAP WITH WATEPMARXS or THE GREAT ` dt A, WARNING: SEAL OF THE STATE OF FLORIDA-00 NOT ACCEPT WITHOUT VEWFY14G THE PHESENCE OF THE Y/ATEFF V4� O.s tAAP.KS.THE DOCUMENT FACE CONTAINS A M OLTIGMOREO RACKGROU NI).GIRD EMBOSSED SEAL,AND N , " THERMOptROFLCFL.TIEBACKCONTA114SPECIAL LINES WITH TEXT THEOOCVM--NTKILLNOTPRODUCE Z A COLOR COPY. •�''t I��III!�I��(III��I I��II��III�I�1�� -..._ OH FORtf..1946(03.13) .. RECORD"'* - ' / � T * 3 5 1 0 7 2 2 6 CFN. 20160540522 BOOK 30232 PAGE 21 DATE:09/15/2016 01:35:00 PM This document was prepared by and HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY should be returned to me: Gary Silberman, P.A. Offices at the Grand Bay Plaza 2665 South Bayshore Drive, Suite 7-4725 Coconut Grove, F1, 33133 Tel: (305)285-0377 Fax: (305)285-2325 DOCUMENT COVER PACE DEATH CERTIFICA'T'E OF MARY E.WILKINSON File Number.I6-378 DoubleTimeo 1 • • -11101 a + , -- _ Y` 4FtCE of., VITAL STATISTICSTYPE ' CERTIFIED COPY �- PPFWf IN CERTIFICATE OF DEATH -, PMAnE LOCAL Pae NO. FLORIDA ; z 1,DECEDENTS NAW :FmlT MIOOLE LAST Mary E. Wilkinson Female (; N a OCE OF CEAM WAW%DO TYR s. 2C694-76—WUTY 1AA1120RFA k AOEi4 EYfA�I 64 M'mER t TENT 6C VND<R t - 2�. :. June 5, 200283 (!"`�1 93 ►� } •DQE OF WT1H~ftOR na.) T.BIRTHPLACE(CTp ri0 Saa>ErE14+'(0.~ S.WAS DENT EVER N U.S. r f L< Jul 31., 1908 Jefferson, Georgia WEO`Ap '1141jr""» (S" R 4V"LAW OF DFATM(Ob_d ny I—aw Jabmt4FF maMN a1M) w MROE CITY L4'TST(Mr UA ,;� -a4StITFI' DOA He R,WM- ODa Yea .. k FACAM NAP Ar AWIiaA FM H s~ ADmOa•1 fd.CITY TOWN.OR LOCARIM OF OEATH "CoLwrY OF DEATN 30 M'` YS Parkway Regional Medical Center North Miami Beach Miami-Dade •' IaoNEaaDF $$ .Mow •to..DECEOFNiE 04"L 1M lCNO OF SUSIM334IMUSTRY 17.ALARIML 6TQi13-YtlMCL 112.SURVMNO SPOUSE(F MIs.�s MxW 1) AYd OE:v IM.r w•ba W'Z t L*LLau.o. Owc«ISPaFM None fs u�reT.ao Homemaker Own home Widowid ,} T)A.1tESICENCE-r.QE 336.C04tRV- 13a CITY.TOMI,on=AMU - Tia STREET Ano lammilm Florida Miami-Dade Miami Shores 1925 NE 95th Street - 13e.fLtrDE CITY I IN DP CODE 114.1VASCeCEDENT OF.HgWJnG 011 HARMN OnKan 'S.RACE-A—cI MMae, 160ECE05li mDUCAmw 6 UWSTI*Ir (Spmy Ab a Ile-P,PA*vd)oNaITq GWi WOOL LMiRaV- AM41kFLwrMR'OULaC) •JLM _W,.. SpMsy. ENFaMAASl191a;'.G1TeE,IrJ rl+) Yee 33138 White (0•Zi) 12 ; lT,FAnTEitU NAME(ii,l AiIM1c IM TB.MOMMAS NAME{Mt AAM.Malft.&A--o . Harr F. Gallows Hsr T. Se our lb.0WORwom NAPE(T/ya•PfiT 14a MAW VD ABORESS(!Mr re AM K RwrJMeb Moor.O►'a R-M Slab,2b Codl) John Wilkinson 925 NE 45th Street Miami Shores, Florida 33138 >� 2ft WNW OF COMMON TAL MACE OF DaPcSNION Vom of rMMN•X a.,.ft%ar I 20e LOCADW-CM o Rrw 0A* X Aluw �G•ar+a+4n �grixNl aTAn han °�PbM • P.n 1. _ Deaas. —oFw is#.." Miami Memorial Park Miami, Florida • 41a SA:NWVRE OF FUNERAL SERVILE OR fTD.WCENSE lA1Ld[R lc �t1D/�ppt�,,B OF EACEAT� AG AS - - Of tbralM wa-t1anK8 Yuneral tlOme • 485 Palm Avenue F ► 3 l�O. Hialeah. Florida 33012 ,ID Tha«M aT nYA 4i.On 4M be*M aATn" - wwM 41r°IEB,aerlM ay oWeA OPIi°aoaF•.! 10 FIa lNRa11« tw - - i S 'AWa twa,MaM aN rw Nw Gmh M114.)aM MWMT«Wrs - a �ISnaRea"d i ► �� - (34nuuea Mr TTM s • 94M ATE 6GN[p t4b. rA '_Oe. RIR OF OEAn_ TJG we-810NED(«L:DAY III 2X.H"OF DEATH • June 7 2002 4:00 'A u E 2N.NAM:OF ATlODN6 P.WGICAVI IF onER TM.V1 CERnFER(TpW W P^6- S§2!a MEO'GAL•EXAATAERS CASE• 2 1 Z& RM HAVE AND CERER V'HYSICMM,MEDICAL EXAMMEN ITpo ac PHy - ( T'-` � 15850 DOLL S AM= §W ISLE FLORIDA 33160 fC • 35. AND DATE meso - 10. 2002 ° ///Ilaou��l.; UfV 11 CJ i? T d aa�e N eua.o.m a.r fa woad M a aiaA«aIM+�a u1P°aM0 aaall dalll IAFFM ow 1 M S a rae.UM oNy ons oaaP an aacA 1Fa. 9MRd"""oAwI aN Y • NNECTATE CAUSE pba nwtbF a.•.w > • F -rcw :J-G'�1..47+C GZEGJ�U.? �� /' OW TO KR AS A COMMENCE OF): •7C-"_' A W;aaa,4►farnlMaM °• caaa.E,ur I.NKALYING nLtF'<G plR AS A COM N' OFT: - . CAWS Ta—AY I ! y■([ M NTIIU «M)LAST 0. }I Iaa/,nB M DI.E lU pR AS A O0NSEOLEa4^E OFY I I ( PART E D OmMbLO0 M M«O W aM mmftq in b 21L WAS A4 AUTOPSY Z11 WERE AUTOPSY FR NILS 20.GASB REPORTED _}�' vWn(4q caw.°MA H PSI I PERFORMEDT USW TO COMPLETE CAVES TO MECKCA: fl°rw AM OFOCATNT(VW WNN EXAM°IERT '. No tTFFAE� 20JF PFYALE.MA3I%W A 301L IF SURGERY 13 MEWTIOWD N MUTT?v KEW"001WRDTI FOR MIC"IT WASPEiwovaD OOn oATE OC EIIROERr(TAT•�lar0 p PAEZaiARCTNIIIII.X - F 3 MORE 1b X 31-PRppABLEMAN&ROF TJa OWE OF VUUM I 3D.7VAE OF ',GK TIa.AIRY AT WdIKT 321 OESCR6Ef10W WU�TY OCCURRED•- .I DEATH ISIPPM IAArft Oy"01 BLRli11' (MlrNa) t - N�ra•,aWlrA,wAdal.. - . 3N. NaA'cw,s/MMWaaMs Y MACE ACE OF WAY-N MaML ne.M3a LOCATION 1 .0.1 s RAIVI Fs AWIW.OV W Xlfa SAW - aT«L b W%OL too.* oN su,r�A -� - plrMe«Ins. - Eaaw sIn THIS IS A4CERTIFIED TRUE AND CORRECT COPY OF THE OFFICIAL RECORD ON FILE IN THIS OFFICE BY State Reg{strar �'{MEETArP 3( I' +Ili ti t•ro a - :"! •`y.: TH4' A►WK F-1-HE-CMEATt N � N SFAWAR 00NOT"ACCEPT WIT=VERIFYING THF.Pw:SEkV.,oF.TAj WATERMARK TF1E00ClIIig.+(1'F�QCONiAQ1SALfULTT•COLpi509ACKGROUND AND GOLD EMBLISS6D Sit�+LL7HE SACK 13:5,3'6 b :3• �TARIq QAL(�ES YAY)t TEXT AND SEALS IN THERMOCHRgJI INK F 4 HEALT r xY •` : � '` :QOEiPcR�11d3Ba('046) s Du �T . CFN:20160540523 BOOK 30232 PAGE 23 DATE:09/15!2016 01:35:00 PM This document was prepared by and HARVEY RUVIN,CLERK OF COURT,MIA-RADE CTY should be returned to me: Gary Silberman,P.A. Offices at the Grand Bay Plaza 2665 South Bayshore Drive, Suite x#725 Coconut Grove,FL 33I33 Tel: (305)285-0377 Fax: (305)285-2325 DOCUMENT COVER PAGE DEATH CERTIFICATE OF IRENE GALLOWAY PEARSON File Number.16-378 Doubler+me9 _ r r ►r 1 r I r t E I E _� r- K BUREAU of VITAL STATISTICS Y . I 41r~" CERTIFICATE OF DEATH 81-103426 M"no of. 17332 FLORIDA nwn nEt.D 1 OtttO/M—NAAt! fIRtT MID04t twtt SEM DAIt Of MIM i A 7. _•.•.• �J1we�'tPemalp- .Dt-11-,9..04.• UNOft 7 "At u,DFt I DAY DAZE OF vW4(M/ Der,T..j MUMMIT Or DEATH .� . Ms I.drwr,tR.l/ MOS. DA NGYtS MINS �. hit S.. 6 S%I. I A. lRqq 7.. CITY,EOWN Dr LOG.11ON Of MAIN ,10SI11Al 01111411 IFa;trUltON_.N•ev(ry#N m.wArr,Orr Y•..r«1.-.19.1 If ItOS►.OR tNST.(IYAmN EIDA, CN/Ere°..M,ini.•%.0 IJh*sh e T` Mi ami t. Mercy Hospital SUN!Of JIRM/li.,r7. 1d-In 3tlelit CIT12tN Of WENt COVNtw MAtIr104t6 Nfvtt MAr1gD. SYtWVING SrOtrS[/II•r!•,ao..—d.•w•r - WWEb,DIVORCtO/JIrW1 d Georgia V. U S A iD• Widowed SOCiwE sKw,rr YYw�. uswt ocanArK7N fe„.E:,.J./..,E i.,,r.tv T-3b. O—A ITA. Dispatcher Western union re,Duct sUrt Couwv CIfY,IOWN Ot IOCATIpN 1•tii AND M/M110 IN4D1 CITY'lrMltS I/.• Florida ,.I, Dad- Miami Shores —NAM[ Rrsr C '•` 925 N. E. 95 street la. ,- fATKtt Ylpot[ uir TNtt_AACIFIN NAME- rltsl YIDOtf IASt } tt FIdr FOX Galloway re, Mary rjt albalah • InrOirAFIr—/t1tME(r.Ir«I.«l,r r". 929 IING ADDRESS STMT Or R-.D.ND_ Ory OR Follow PAI[ Si►M E. Wilkenson N. h, 95 street Miami Shores Florida • µMIM,CREMATION..ttAEOVAI,OTHER f31N:lrl CEMETERY Or CREAIATOrY.-NAMt LOCATION CIN Or Vw” STAT[ 6 tt.. Burial tr1 Miami Memorial Park IR•• d • R•HRAI DI ! AY•r.r., / /IAYtiwt NOMI A000M f T SS-KOLSKI-COMBS • 14' � 10935 N.E. 6 Ave Miami,Fl 33161 t - .T.ne. .r...be.1 eerrM•.d,....u,der cure F4le e.ee rAr r+. ]ta a Ire.b+.0.�.me.wr.....rJ.-9..•rw•«... _ [OYMi x.Ye. -Y.G..ee•...,.m«.d el,.r... -- wrwt+wwa.tiwr...at..Yd u EFAyMyr°W TMM, NµrM rr 7•IM, • C OMT'SIGrED rYr.,M•.1LA •.1 Hots Of DEATH s t DATt WNWrtle-b.•I—l fOUf 01 glir ^— J Dec. 15, 1981 „I. 12:40PM � M 711- Tc r r fL rAMt of A1TtAV�w rtrrS/CIAr v otter THAN arnHn m .e,,,,.,/ - =3 ElDaAM+[ED DENT r Y..•d1e,.r..r /roMOuf[[D DIAD fY I Or AD At YA21'1 ON 2Yr Ar r . . : MS fj pteJS CtfN fl tr 1►MTSI[IaN,Mt DFUI tXeY1N[r,rTlt..9 f.r.,l -' �- �_ Leo Whitman M.D, 226 Biscayne BivEl. Miauu., Florida , 8 rtcmRAe 1 - f' � .f _ _ 5UBJ _�•De�ember 16. �gR� .R I ,i 1 i t State Registrar Date Issued: September 06,2026 TiIC ADOVE S'GNATURE CF,1TIETES THAT TW5 IS A TRUE AND CORRECT COPY OF THE OFFICIAL RECORD ON FILE W THIS OFFICE. 'I •TH[ST THM DOCUMENT IS PRINTED OR PHOO OTOP,FD CN SECUR TY PAPER V1RH WATER,UAMS OF Tile GREAT r :OF 4TE. WARNING: SEAL OF THE STATE OF FLORIDA.DO NOT ACCEPT VATHOW VERIFYING THE PRESENCE OF THE WATER r MARM TFE DOCUMENT FACE CONTAINS A NSIILTICOLORED BACKGROUND GOLD EMBOSSED SEAL,AND .., THERV'OCHROMtC FL THF.RACK.CONTNNSSPECIAL LINESVATH TFXT.THE DOCIPEM t\XL NOT PRODUCE �C A COLOR COPY. - • �C• I(I'��il�l��I�I�I��I�II��I I��1�II�I��I III UH FORM 101,6103-13) .y,. kt{i4 a * 3 5 1 0 7 1 9 0 � MTH 3 Florida Building Code Online Page 1 of 3 ii BCIS Home k Log In I User Registration Hot Topics Submit Surcharge p Stats&Facts ; Publications E FBC Staff BCIS Site Map Links Search Fbritla "j`Product Approval r�.wy��+�,.t `,�� ...,f!USER:Public User I.�h6...'a WJw... � Product Approval Menu>Product or Application Search>Application List>Application Detail r f� GFL# FL14569-R7 LLJJ 13nit�f.;ii Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service • • Address/Phone/Email 3737 Lakeport Blvd. •••••• Klamath Falls, OR 97601 i ••• • •••• • (800) 535-3936 •• • • • • • 0 customerserviceagents@jeld-wen.com •••••• •0000• •••••• • Quality Assurance Representative 0000 •••• .••••i Address/Phone/Email 009000 ••••• •••••0 ••••• 00.99• ••• • 0000• Category Exterior Doors •• •• •• •••••• Subcategory Swinging Exterior Door Assemblies •w•••w • •• • • • • 0000•• 0000•• Compliance Method Certification Mark or Listing • • • • • Certification Agency National Accreditation&Management Institute •• • Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/11/2015 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDquxTVBj'riRcY... 11/7/2016 Florida Building Code Online Page 2 of 3 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R7 II JW0509-03 Installation.odf instructions as stated on drawing)W0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R7 II 3WO509-04 Installation.Dddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.12df Created by Independent Third Party: Yes 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing, 6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Certificate.tdf • Approved for use outside HVHZ:Yes •••• pp Quality Assurance Contract�xpirayon Dates .••••• Impact Resistant:Yes 09/30/2019 • • • • Design Pressure: +50/-50 Installation Instructions •• • ;.••;• •• Other: FL14569 R7 II 3W0509-01 S9r20r1f"-02.od0 •••••• Verified By: Hermes Norero 73j;%0•• • • • Created by Independent Third Party: Yes •••••• Evaluation Reports *0000•••• • • FL14569 R7 AE PER3391.Ddf •••• **00 ••••• Created by Independent Third J(VVi yes ••• • •• ••• 14569.4 Contours Steel,Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non- • Impact Rated Glazed Sidelites, 9X'V-8" • •• Limits of Use Certification Agency Certificate • .....• •••••• Approved for use in HVHZ:Yes FL14569 R7 C CAC N101106: N1411p62.01 Certificate.udf • • Approved for use outside HVHZ:Yes •••••• pp Quality Assurance Contract E�pirati�n Date •••• • • Impact Resistant:Yes 04/30/2020 • • • Design Pressure: N/A Installation Instructions •• • Other: FL14569 R7 II JW032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.Ddf Created by Independent Third Party: Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11061-R1 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 3W072012FL Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.Ddf Created by Independent Third Party: Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC N1011082-R1 Certificate.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVB jriRcY... 11/7/2016 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398,oddf Created by Independent Third Party: Yes 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-R1-NI011096.01- Approved for use outside HVHZ:Yes R1 Certificate.udf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II S-2108-01.r)d Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.p)f Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_ Product Approval Accepts: 0000•• f • • 0000•• Credit Card •• • • Safe 0.0.0 0 ....% .... .... . . .... .... ..... 0000•• ••• • 0000• •• •• •• 0000•• • 0000•• • • • • • • 0000•• 0000•• O • • 0000•• •• • 0000 • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVB jriRcY... 11/7/2016 r r NOTICE OF PRODUCT CERTIFICATION 'Rly Company: JELD-WEN Exterior Doors Certification No.: NI011082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2019 i Revision Date: 05/05/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame) Specification:TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at Kww.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 37"x 6'10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size:3'0"x G •' 8 �' Installation Details:S-2104(1-8 OX/XO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes CTL,�,696W• Sin*le w/Sidelites Sidelite-Glazed Sidelite-No Max Panel S0(1/8`enipe � �idclile[PLO:6"x 5'30(1/R"Tempered Glas•)0•••• • Inst lation Details:S-2104(1-8) • OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTU;Vjyy•• • 0000 Sidelites- "x Panel Sire:3'0"x6'8" 000000Sin le w/Sidelites ees- o e0DL0: 6"x 5'3"(1/8"Tempered Glass) Glazed • XX O/S Doors-Opaque 6'3"x 6'l 0" +57/-57 8.55 psf Doors-Yes 9009 CTLA-606W• • Double • As Panel Ste:3'0"x t18" •0 InItallation DetaiRA-01 F64(1-8 0 0000 OXXO O/S Doors-Opaque 8'11"x 6'l 0" +57/-57 8.55 psf Doors-Yes •••••• CTL4-V6W • 00;00 • MEx Pane]Size.3'01'x N8•' Double w/Sidelites Sidelites- Sidelites-No Z,iselit?19LO:6"x 5'3'•(1/8'•Mttperea Glass)*••• Glazed ••• jig4lalion Details:S°104(1-8) • • • • • 0000• 0000•• • • • •000• National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway ayes,VA Zblt 0. • • Tel:(804)684-5124/Fax:(804)684-5122 •• • NAMI AUTHORIZED SIGNATURE: �� T 1r' .Z��y7 MSN } 74.5'MAX. OA FRAME WIDTH 70.25•MAX. OA FRAME W70TI1 �leJL7� WW iJl�® SLeel .675-TVP. .,25- 75' .75'MULL 15.5'MAX. OA 36.625'MAX.OA �' ��' SIOEl1iE FRAME�� PANEL W707H 36'MAX. OA .875' 35'MAX OA 14'MAX. OA 846`OPA0ffOU7SNIA MFACT DOORUAITS W/�TRA(;y PANEL WIDTH TVP. PANEL WIDTH PANEL WIDTH wmj 5777f0UTAlAM,iIYPACTSAOiums 0. ace _ GENERAL NOTES ® ® ® ® ® ® 2 m vi INACRVE ACTIVE 6'MAX t. THIS PRODUCT 5 DESIGNED TO COMPLY WITH THE CURRENT FLORID4 BUILDING �• �• OA D.L.O. Z Q CODE AND WAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE MAX MAX. WIDTH 3 Y ZONE Win REOUNREMAQ4f5. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER POA PA ET 63.125' g LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SWILL BE AS LISTED AND SPACED PER ANCHOR LOCATION HECHT HEIGHT MOA AK ' x a DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAE.SHALL BE BEYOND WALL 81.25' � 81.15' � D.L.O. DRESSING OR STUCCO. MAX dQ, MAX. FEDIT 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA • OA - 5. THIS PRODUCT AT M THE WATER REWIREMENIS FOR ?MfZ'ZONES. SFE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT J g 6. DOORS ARE IMPACT RATED AND DO NOT REWIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-UADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED W X FOR SIDELITES 0 8. SIOELITES ARE AN OPUON AND CAN BE USED IN A SINGLE OR DOUBLE SWGn�OUISV4NG IMPACT 2 /INt1NIT,(OXOO W/NON-IMPACT '"" 0.625' 0.7s' 0.625' SIDE11TE5 HEWED fROM EXTERIOR �o. o� RESIDENTIAL.MUTED STEEL DOOR(Common to alhame oordlions) DOUBLE Outswl4G IMPACT IXNIT(xx1 o 241 COMPONENT CONSTRUCTIONS: 37.75'MAX. OA .875` 107'MAK OA FRAME WIDTH m Face sheep:24 go. (0.020 mlydmum Mtdmess Cahanized Steal A-525 FRAME WIDTH 125' 75'MULL 15.5'MAX. OA M commercial quality 36.615'MAX OA BAR TIP. SIDELRE FRAME WIDTH W w q lity-AKDO per ASTM 620 with overage minimum yield 36'MAX. OA 36'MAX. OA 14'MAX. OA strength Fy(ave.)=24,600 psi. .875'TYP. PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH Care design:Expanded polystyrene with 1.0 to 1.25 Lb3./c1 density, by W/ASTRAGAL i g d at JELD-WEN, INC �I o 0 Door Pone).020' in.)gaThe active and inactive panels are constructed from ® ® ® ® ® ® $"e z I ad 24G4 (0.020'min. Hanged stets. The tote sheet tops and bottoms aro 6'MAX bent 90'over the top and bottom robs. The top LVL.rod measures 1.67' INACTNE ACTIVE OA MAX wide x 1.042'high.The steel bottom rag is roll fanned 0.021'galvanized steel measuring 1.67'wide x 1.21'high. The sides of the face sheet arc 80' 8O' WIDTH roll formed onto the LVL latch stile and Ponderoeo Pfne hinge sbk which MAX. MAX. measure 1.67'x 1.0'. The interior cavity is filed with polystyrene. The OA OA tote sheets ore 9Wed to the polystyrene. PANEL PANEL 63.125' o Fixed Lite Carrel.:The sash is constructed from 24GA (0.020'min.)galvanized HEIGHT HEIGIUI MAX steel. The edges of the face sheet aro bent W over the polystyrene core S A D.L.O. 17 ' OA and gWed to it The sidelite panels are routed to receive the ODL Lip Ute 81.25' 81.25' Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX . MAXAT details.) The Re frames aro sealed w/OW glazing compound on the OA exterior. FRAME FRAME o o Forme Construction: The fromes oro constructed from Ponderosa Pine iambs HOW HEIGHT r fr • measuring 1.25'wide x 4.5625'deep. The door and sidelte head jambs Q ore mortised and butt joined to the side iambs and attached with (3) 16GA 111511 2'x 7/16'crown wire staples. The units use o standard hump face Pemko • • • • • • throshdd measuring 4.041'deep x 1.0-high. The threshold is attached to • •• • • • • • t2 N o 0 0 0 the frame Mth 3 16CA.2'x 7116'crown wire staples, • • • i i ••• •• I I I III �H Big I III ��0 IMPACT `OUTSWING IMPACT a"o N o= TABLE OF CONTENTS 0.625' •• • •• • • • •• 0.75' 0.625' ♦♦�♦♦ F Illi SIUNIT S VIEWED FROM EXTERIOR < v' 0 ♦ r,�W OUm� DESCRIPTION SINGLE OUTSWING IMPACT UHT Q( 1 GENERAL NOTES AND TYPICAL ELEVATIONS NEWEO FROM EXTERIOR �• 4li Q •� w,e 9-11-01 2 VERTICAL CROSS SECTIONS AND BTI OF MATERIALS •TAB Z 'O = Prepared� scuF N.T.S. 3 HORIZONTAL CROSS SECTIONS 0 0 DESIGN P MN WA IIINK Wf AIM HOER • 7 DWG.air: JWU 4 HORIZONTAL CROSS SECTIONS AND NOTES • t1FiTRAIbI� 6 MFS • =* -* _ 5 ANCHORING LOCATIONS AND DETAILS 5>RGIb � ex. ) +t1E�sf-7.0�f T W Q pest.air S. SAFFELL 6 ANCHORING LOCATIONS AND DETAILS •• 41/WO • O P 40DRAWM 140- - 7 GLAZING DUALS MW Dhgt IIIf(A=XAII,0jim) Digitally signed by Hermes F.Norero,RE �i T q,� �♦� mum DROPS, INC. S-2104 8 UNIT COMPONENTS W/aD NO-MV smam +57 psf-57 psf ikason:Ism approvhgthhdocument SIr� v�Sa Phone:954-399-8478 tr.2015.oi1912:40R9-05'W rent / sans Fax:954-744-4738 94FE7_L OF� ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' ' - 0.75"MIN. CONCR.ETEI 0.75*MIN, CONCRETEI JmL MATERIAL EDGE DIST. MASONRY EDGE DISL MASONRy 51 1 DOOR 51EIL FACE SHEET 24GI. (PO.02OM-W) STEEL 1.50" BY OTHERS, 1.50' BY OTH 2 PONDEROSA PINE WOOD AMB(FINGER JOUM NE wow 4 FRAME LATCH AWS(FWER JOINTED PONOEROS4 PINE) wow 0,250 EMB. 19 Im amm. 19 5 4'x 4'BUTT HINGE 12co,(BY HAGER) STEEL PFH WOOD SCREW(HINGE TO DOOR) 0.250' MAUON CAP) FOAM MAX. 10 COMPRESSION WEATHERSTRIP SEE DETAIL 7 SHIM 11 DOOR TOP PAIL LVL SEE DETAIL 7 12 DOOR 19OTFOW PAIL STEEL ON SHEET 5 ON SHEET 5 z- 2A 13 DOOR HINGE STILE(nNGER J0.1WED PONDEROSA PINE) WOOD -c SEE NOTE 6 ON IX 29 SEE NOTE 3 ON 15 (FINGER JOINTED POWEROSA PINE) WOOD SHE 4 10 SHT 4 16 APCON ANCHOR W1 1 1/4'MIN. EMBED. STEEL I 17 1EXPANDED POLYSTYRENE (1.0 to 1.25 Ib./cf DENS(TY) BY JELD-WEN FOAM 1.750"MIN 1.750'MIN. 18 NOT USED PANEL THK PANEL THK. 36 19 2x WOOD SUB OUCK WOOD 20-.ShYM(0.25'W.THK- WH DENSITY PLASTIC OR GREATERT 1 21 KWKSET 400 SERIES KNOB STEEL SEE NOTE 2 ON 22-- K*?KSET TITAN 700 SERIES STEEL WOOD SCREW STEEL 25 IS x 2 112'PFH WOOD SCREW STELL 0.125*Mik 4 26 $ilq I' SCREW IMPERIAL ASIRAGIL 10 DOOR) STEEL GLASS THK. 0 SCREW STEEL 28 MULLION CAP WOOD 80.0" 80.0' NG g�Wcg LA*RME 33 c) SILICONE 81.25* 81.25" 30 By OOL) SILCONE MAX. MAX. MAX SE GLAZING MAX. 3y BRAD TRIM NAIL 16GA. x 314'(FOR 3/8-WARTER. ROUND.) STEEL Nil --2 OA OA j2 3/8"QUARTER ROUND SIDELITE STOP WOOD OA PANEL O.A. DETAILS, SHEET PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM R41L MDF HEIGHT HEIGHT 34 SDIAGE KNOB SET TF51 STEEL HEIGHT HEC44T 36 SIDEUTE STEEL FACE SHEET 24GA (0,020 UIN. STEEL) STEEL 3 -37- 118 GLASS(BY PPG) GLASS SHT. 4 39 1PRESSURE TREATED MUWOPNOLWYCOM��4 9 16 x 81 114-) P.T. WOOD its 41 ASTRAG4L STRIKE PLATE(BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 36 43 YALE DEADBaT HERITAGE SERIES(NOT SIM) Sim ul 44 SEEM FRAME WM SALL AND AM(FWGER JOINTED PONDEJ?W PINE) WOOD NOTE 6 ON 17 10 INSULATED TE11PERE[)GLASS(By CLASS 32 46 112 ED MNfTY/AAIPAC) a NOTE 8 ON 47 LITE FRAME BY TRMTY POLYPROP. 16 Low PAVIM(BY mmffy) STEEL b 0 49 LITE FRAME SCREW 16 x 1 112- 72=1 8 12 ON 5 .04 0 51 110 WOOD INSTALLA17ON SCREW W1 1.50-MIN.EMBEDMENT Sim 52 DOOR LATCH STRIKE PLATE STEEL .6-2L5- DOOR LATCH DEC BOLT STRIKE PLATE STEEL `u6-2- -- SCALE N.Ts. MIN. Prepored By. 1.25' 2.50*MIN. CONCREIE1 EMB. CONCRETEI . : Jwj -'\VER77CAL CROSS SECTION S-2104 /-A-\ IERV ROSS SECTION rB BUWNG WOK INC. WITH HIGW LIAM FHRLSHULU �-2�AT SIDELITE SASH Phone:954-J99-8478 Fm 29m Fax: 954-744-4738 SHM_L OF ° SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHE 4 214234 ON SHT. 4 EXIE8I4B FXIFBIP� �j F o � 1.750'MIN. Z cc a PANEL THK. O ., a• _ u Q • \ //�/j///j j� • a. Q Lu PMASONRY CONCRETE/ Ic Q. 10 c BY OTHERS • \\. 51 10 10 51 .1 0.75'Ml �� 1 17 17 1 �// 0.75'MIN. $ ,� EDGE Of . SEE DETAIL 5 SEE DETAIL 5 .a EDGE DIST ON SHEET 5 ON SHEET 5 . z ° HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION o > NN 0.250'MAX. 0.250'MAX. LATCH JAMB TO BUCK HIN E JAMB TO BUCK g 1.50'MIN. SHIM SHIM 1.50'MIN. CONCRETE/ EMBED. y EMBED. MASONRY �I $� cc o BY OTHERS S a, SEE NOTE 1 ON SHT. 4 26 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0. a 1 15 1 7 40 52 7 TI ?15 21 4234 0.31'014 x 9.0'LG. AT TOP k BOTTOM INACn ACTA/E pp SEE NOTE 26 1 SHE 4 rw r, I oil10 . . • DETAIL 1 • •• • • • • • ASTRAGAL TO STILE ATTACHMEM o o s o • • • • • • • • NOTE: REM 24 NOT SHOWN THIS 1.750'MIN • • • • • • • • VIEW FORALIT``` PANEL THK \ • ••• •• • • •• +i W .� ES F. �i, woc�m� `��!p .• .p i, DATE 9-11-01 SEE NOTE 4 24 1EON THIS 1 • ••• • • 1 ••• + r: O Prepared Bj scue N.T.S. ON SHT. 4 • • • • • • 7 - SHEET DWG.eT: JWJ • • • • • • • • = * . � * = •• • s • • • • • • p T = Q CHK BY S. SAFFELL • •• • • • •• •• HORIZONTAL CROSS ttCTIOPf ••• • • • %�O' T, 0RAN7'a N0'` HORIZONTAL ASTRAGAL a.i. 8"NG DIM INC. 5-2104 s•, '� Phone: 954-J99-8478 revc zone Fax: 954-744-4738 srrE[t�3 oa 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHT. 4 ON SHT. 4 4 4538 32 1.750"MIN. SEE NOTE 3 a^, ON SHL m 4 31 �XTF OR PANEL THK• 36 17 Cj _ o v+ 3 Zack` CS SEE GLAZING %% \\ IRI R 1 10 / ��\ SEE NOTE 2 DETAILS, 36 /% 10 SEE NOTE 5 �• ON SHT. 4 2 SHEET 7 %% �� SEE NOTE 5 1 1 17 1 ON SHT. 4 25 %% \� SEE NOTE 6 SEE NOTE ON SHT. 4 29 / \\\ 2 ON SHT. 4 SEE DETAIL 5 / \\ 28 ON SHT. 4 SEE DETAIL 5 0.750' ON SHEET 5 ON SHEET 5 �, 0.750' SEE GLAZING 39 39 DETAILS, SHEET 7 &g HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION A7 SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB m N N ytl a 2 H O 1.4SSPPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS 51 19 20 4 310N SHL. 4: CONCRETV SEE NOTE 3 3 $ R AS FOLLOWS: FROM THE TOP DOWN do THE BOTTOM UP: 1.0; 2.5; 4.0; 5.5; 13.0; 18.0"do 26.0'. BY OTHERS a a 2. SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING jQP 8 BOTTOM. HORIZONTALLY. SIDELITE PANEL 3.0"IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEET 7 ON THE SIDES, VERTICALLY. FOR THE SIDELITE PANELS: 3.0, 13.0, 26.0; 39.0. 52.0'& 63.0' 3. SPACING FOR ITEM 131 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND , ' ITEM 19 THE 16GOL X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, 1S AS E' FOLLOWS: TOP & BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUND): 1.25'IN FROM EACH CORNER WITH •� \ EXTERIOR ��N (1) NAIL MID—SPAN. ON THE SIDES VERTICALLY BOTH 18"pLURTFR ROUND R MULLION CAP): 1.25"FROM EACH END&SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PIATE TO THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2"PFH WOOD SCREW. 0.125 MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" GLASS THK• PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHW.ATqNF•Mt&L9&, • • '•°. IS AS FOLLOWS: 6.0"FROM EACH VER17CAL CORNER WITH (4) MORE SCREWS EOUALLY SPAOED ON THE•F1EdD. • • SEE NOTE 22 N^ r 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE,IAMB W ITEM 29 SILICONE CAULK OIT REE • • • • • / ON SHE 4 c � 1 � $IDES N'�• • • • • �, HORIZONTAL CROSS SECTION 3/8'QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4'LONG. • • • • ► t' if' �� SEE 6 �Aj';IRELITE TO BUCK ^c $ 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE REM 127, A 110 x 2'PFH SCRN WT A�TTACAING EDGE DISI �+• 29 ON SHT. 4 �p��ES F. 1� 0, THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114,A 110 x 1 3/4'PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAO SCREW(TRINITY LITEFRAME) IS AS FOLLOWS: .: SEE DETAIL 5 .`�<tr Q ��. DAM 9-11-01N.T.S.Z: :O Pied BT scut .T.S. SIDELITE LITEFRAME FROM THE 70P GOWN VIRTIGILIY: 3.257, 18.0625; 32.8125. 47.562 & a206t5' • • ON SHEET 5 7 S10ELITE LITEFRAM•.E TOP& BOTTOM. FROM THE LEFT: ONE(1) SCREW AT 4.4375". ; ; ; ; •.° _* , * = Q �•er: JWJ 0.250'MAX. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EWNALENT PERFORMANCE CHAIbICTER41XSmCAN DE • • • • • SHIM o T a:C ® cw-an,S. SAFFEL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT•%•MSTA,tLATION. •• ••• • 50•MIN �O P, �w oruwnc w.: 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD do JAMBS. USE REM 125 WHEN INSTALLING BUILDING DROPS INC. 5-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIOEUTE SILLS. Phone:954-J99-8478 rea[ 4 M78 Fax:954-744-4738 SHEET 4 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • t •• •• ••• • • • ••• • • 74.50`MAX. OA FRAME WIDTH 70.25'MAX. OA FRAME WIDTH FSEE DETAIL 2 f ON THIS SHE O SEE DETAIL 4 4.50'TYP. 9.00' iYP. ON THIS SHE Iz 00'TYP. 3.00" 6.58' 6.00'TYP. Cl o to 6' 6.00'IYP. 12.50' 3.00' .00'IYP. 2 oe vi IYP. 00.TYP TYR SEE DETAIL 4 = r cV 6 TY ON THIS SM. �y Y 6 T?'P, I 1 1 I 1 I I I— 7.375" — — — — 7.375' g a m 51 ` W F, = s1 7 : s1 TY1 Typ. TYP. 31, 5 — SEE NOTE 5 — — 31' 5 SPACES ON SHEET 4 SPACES A 13.85 SEE DETAIL 6 0 13.85" SEE DETAIL 5 . ON THIS SHEON — — — 81.25' 81.25' — r THIS — MAX. MAX. O.A. � OA FRAME 15.50" 'l-0-- FRAMEY H — 5.50' I — H M = 31 " 36.625' — — 36.625' o TYP. II Typ— _ o — a a 3.00" .00"TYP. R 00'�' 12.125" Y 3.00 7.00'TYP. TYP. 7.00"T1P, lYP i .15"MIN. E'o C—SINK. SEE DETAIL 3 ON THIS SHT SINGLE DOOR WITH SIDELliES ANCHOR LOCATIONS DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INiERKM I o VIEWED FROM INTERIOR 16 5125 \ 25 16 5 5 SEE NOTE 10 \ SEE }� ••• • • • • •• ON SHEET 4 14 2 7 SHEET 4 i ••i • >f•• • \ \ 41 \ /J ••• ••i ••�� i ••• `p�auum f��b�OUNTERSINK DETAIL F T10N ANCHORS \ \ \ 1 I " ES F. �i 6 5. " I I 24 5.50" I 24 25 J�4i �� wh 9-11-01 41014 i 1 • 6 •• •1 ••• ••• Li SEE NOTE Z 7 'O Prepared 8y. SCAM N.T.S. \ / \ �� • • • 4 SHEET 4 -* . ;-* _ owo.ar: JWJ \ / •• • • i i = T = Q aec art S. SAFFELL ••• i• i i i• i• 52 ��0�': P•''tv� DRAWNG NO.: DETAIL 2 - A HEAD JAMB DETAIL 3 - A THRESHOLD DETNL 4 DETAL 5 DETAIL6 ^u OWDIiIG DSS. INC. 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB K rerc " Phone:954-399-8478 � xfm Fax:954-744-4738 SNEEi_L of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 107.00'MAX. OA FRAME WIDTH 37.75'MAK OA g[ r m FRAME WIDTH m o •� • SEE DETAIL 2 ON SHEET 5 pQ N 4.50'TYP. Typ, 16.41'TYP. SEE DETAIL 4 W W U 3.00' 00'TYP. 1141"TYP.6.00"TYP. ON SHEET 5 6.00" � 3.00 W .. ff 00" F .00'TYP. SEE DETAIL 4 6 TYP. I I I I III 1 I 1 1 7.375' 6 6 TYP. _ _ 7.375' "01ON SHEET 5 `. 51 51 51 TYP. IYP. 6 TYP. 5 SEE NOTE 5 31' SPACES SPACES �'� ON SHEET 4 O 13.85 O 11.54" — — 31• z O 13.85" 25 — SEE DETAIL 5— 81.25" SEE DETAIL 6 MAX. � ON SHEET 5 AAAK ON SHEET 5 n MAX. OA � coo OA FRAMEFRAME HOW _ — 5. �) 1 25 — H 5.50' I I m = a 3 ' M 3 " _ 71 _ o ~ J6.625' � 36.625" 16 a a BL ZI t f 11 I I 1 I I P.i o 3.00' .00"TYP. 6.00' 8.58 3.00' • 3.00` 7.00'TYP. 7.00'TYP. TYP. TYP. m i O 0 SEE IAL •• ••• • • • • • •• SINGLE DOOR WITFIOL>T SIDELUES ANCHOR LOCA ON SHES TIONS • • • • • • • • • VIEWED FROM INTERIOR DOUBLE DOOR WITH SIDOM ANCHOR LOCATIONS •• • •• i • •• o^^a 1- VIEWED FROM INTERIOR • • • • • • • • • _� `r S •• •e• •• • • • •• ,`````�S Ffflllll��' DATE 9-11-01 :O SCALE: N.T.S. • •e• • • ••e •e• 7 _ Prepared Qv: •• • • • • • • • • = b T i �� Q am.fm.S. SAFFELL • •• • • • •• •• �0: P amu/` onAWNG No.: •• • ••• • • • �i w.0 �� K%DM DROPS, W 5-2104 Phone:954-399-8478 nea[ l 2100 Fax 954-744-4738 sNw 6 of 8 • •• •• • • • •• •• 17 50 30 3 EXTERIOR 50 $ ()m40 0.125'MIN. 2 ¢ vi A TEMP. GLASS Z Q N ICKNESS W Y'� • d g a � Lu 0.50' INTERIOR GLASS SITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHT. 4 EXTERIOR 0.500 MIN, GLASS THK. 0.125"TEMP. GLAZING DETAIL 1 0.250 AIR � J OOL LITE FRAME SINGLE PANE I GLASS SPACE Y a 1/8-TEMPERED GLASS o SPARTECH POLYCOM PP5530 C13 .25'x .50' 0.125"TEMP. INTERIOR 0.50 INTERCEPT GLASS GLASS STEEL SPACER mo$I m BITE e o! 50 SEE NOTE 8 0. a 1 29 29 48 50 45 49 ON SHT 4 ti EXTERIOR 0.125 TEMP. GLAZING DETAIL 2 in� GLASS TRINITY LITE FRAME �' N 1/2-INSULATED TEMPERED GLASS LUPOY EU-5007 =Z 1.000 MIN. 750•AIR SPACE 45 GLASS THK. Q o .75"x.50'INTERC 0.125 TEMP. ALL GLAZING CCO FIGURATIONS a25 ••• • • • • • C� INTERIOR STEEL SPACER G�S • • • • • • • ••• SHALL COMPLY WITH SAFETY • • • •• • • • • • GLAZING REQUIREMENTS OUTLINED = 0 0 0 0 GLASS • •• • • • • ••• BITE • IN FBC SECTION 2406. • • • • • • • • • wo^NS'$ 50 4 49 SEE NOTE 8 •• ••• •• • • • •• ��,ES F ON SH7 4 's DATE 9-11-01 GLAZING DETAIL 3 • ••• • • ••• ••• • 'OPrepared BY• SCALE: N,TS. TRINITY LITE FRAME • • • • • • • • 7 - owc.BY: JWJ 1'INSULATED TEMPERED GLASS •• • • • • • • • • o . T = Q CHK.on,S. SAFFELL LUPOY EU-5007 DRAWW BUWNG MOM MIC. 5-2104 Phone:954-399-8478 Mere 215779 Fax:954-744-4738 SHM 7 of 8 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • [jL0.750* DOOR BOTTOM @ DOOR HINGE STILE f FINGER JOINTED PONDEROS4 DOOR LATCH woo 24GA (0.021� STEEL PINE WOOD LVL FINGER JOINTED 08 PONDEROSA PINE 1.645 0.529 On0.8131" 0.16 �1�750 t� I n752'. ---T Le 19. 1 0.530-T 2.521* 2.519' 2.621" MDF x 3.0"LONG F-TRINIIY PLASTIC LITE KIT M4TERIAL FTRmtly PtAs'7c LITE KIT mATEmAL FOOL PLASTIC LITE KIT MATERIAL 1.500* 1 JAPPROVED UNDER NQLJQL- -22= UNDER MAINJ- 209,011 1.250' QUM APPROIVED UNDER Nil 318"QUARTER ROUND .10, 0 01 n SIOEL11E ASTRAGAL HAS TWO 0.3125' 0 71 ON TOP, I ON BOTTOM ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE DOOR LATCH STRIKE PLA DOOR LATCH DEAL) @ MULLION HAGER STEEL SUIT STEEL BOLT STRIKE 6063-T6 ALUMINUM Sim ir- 0.582' 1.000 Dtk VARIES WITH BUMP FACE THRES 0 N� 0 WOOD INSERT Prepmw DRAWW NO.: SFINCER JOINTED PONDEROSA PINE ;Se Phone:954-399-8478 "m For 954-744-4738 WM_L OF °°° each Blvd. BUILDING DROPS 398 EastDaniaBSuite 3 8 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 61-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval Report No. 3398 :000% 0000.. Current Florida Building Code •••••• ""' ••••:• 066.0. 0000.. 0000 0000 . . Method: 1 —A (Certificatiod}...• 00:00. Category: Exterior Doors ":": '•••• Sub—Category: Swinging Exterior Do=Assemblies •• . . . . 0000.. 0...00 Product: Contours Steel Door, Wood Edge .. 0000 Material: Steel/Wood • Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: `��.`�Q- •,,..... .. -��.,��' Hermes F. Norero, P.E. • O Florida Professional Engineer#73778 Date:02/02/2015 -v . T T o: Contents: �i�o'��`•'••�0000..•�'�G\�w�`� Evaluation Report Pages 1 —4 A1-�� %``� Digitally signed by Hermes F.Norero,P.E. 1111100 Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.02.1812:18:39-05'00' Florida No.73778 BUILDING DROPS - 2/2015 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 333988 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. • 6666.. 6666.. This product has been evaluated for use in locations adhering to the currenl'I'lorida BtUipg Code. '. 6.0.00 . 666606 666666 . . 6 See Installation Instructions 5-2104,signed and sealed by Hermes F. Norero,.P.E.(FL#73775)for :0090: specific use parameters. *0000" •••• *0:080 6666.. 666 0 06000 .. .. 66 666666 6666.. Limits of Use: • . . 6.. 1. This product has been evaluated and is in compliance with the currentFlorida iuMTrTg. Cod6g66 including the"High Velocity Hurricane Zone"(HVHZ). ••. • 6 6 6 6 6666. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 Certificate of Authorization:29578 Report No: 3398 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report M CTLA696W, Report Date:11/01/2001 2. Quality Assurance 0 . National Accreditation and Management Institute 9` (FBC Organization M QUA1789) •• 0000.. . 0000.. 0000.• . . 0000.. 3. Component Material Testing of Dylite Expandable•goly�styrene�b`y 00 ` .. 99.. ..... Intertek Testing Services NA 0000.. ... 00 Inc. . • 00. ASTM E84-08 ` .. .. .. 000000 Report#: 3113726SAT-001 R1 Report Date:03113A?,OQ9 9 •, . . . . 0000.. 00.00. 9 9 0 .0090. Equivalence of Test Standards: 00 ` .":`. ` ` .. . Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN,inc.has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS 2/2015 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report NOo:: 3 333988 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. 0000.. Design Pressure: • ••••.. Design Pressure • 0000.. XX,OXXO X,OXO,XO, • 0000.. Positive 57 PSF* Positive 66p.V* 0000 ;••••; Outswing Negative 57 PSF Negative PZ *Units meet water infiltration requirements corresponding to noted MINX ••' ••••• pressures. •• �• 0660:' 0000.. 0 . 9 9 0890.. 0000.. 0 .00 0000.. 9• 9 9999 6.0 . Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 MIAMI-DADS MIAMI-RADE COUNTY 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO1llC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIVIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued tinder 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"Eco-Guard 100"Aluminum Single Hung Window—L.M.I. :*96:9 6666.. APPROVAL DOCUMENT:Drawing No.W09-08,titled"Eco-Guard Series-1 Ott Wfli'it S.H.Wjax. •• (L.M.I.)",sheets 1 through 6 of 6,dated 02112/09,with revision C dated 02/06/14,pra�pasQd by 1�1�rSoq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Co "r ;Product Comtrol • 6666.. Revision stamp with the Notice of Acceptance number and expiration date by the MIM-Ai<pade Qeattry• • Product Control Section. •••• '•'• ••••' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••• •• ,• •• LABELING: Each unit shall bear a permanent label with the manufacturer's Dame-pr logo, city, state, •� model/series, and following statement: "Miami-Dade County Product Control Approved"', unlC$%1pl4envis6•"•• noted herein. :6060: .. 6666 RENEWAL of this NOA shall be considered after a renewal application has been filed and tMWhas 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 and renews NOAH 13-0206.04 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 Manuel Perez,P.E. j NOA No.14-031.7.02 MIAMFDAbE COUNTY , '` Expiration Date: April 08,2019 ® 0,2014 Approval Date: April 1 4� � Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D.Brinson,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)Forced Entry Test,pet FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76"high:F-C.O;Guard series 100 ...;• aluminum single hung window,prepared by Hurricane Engine4V[n�'&Test'lfrg'I,nc. •. Test Report No. HETI-08-2166A, dated 12/15/09, signed ancj4qVD by Can41'do F. " Font P.E. ••00.0 (Submitted under NDA#09-0224.07) •••• 000000 ••0•• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2(ij 94 .• ;•; ***go • 2)Cyclic Wind Pressure Loading per FBC,IA-S703-94 ' along with installation diagram of a 106-1/2"wide x 76"high;ECO;Guard Serjes 100 ..•;• aluminum single hung window,prepared by Hurricane Engineering&Te>;tilrlf fnc. Test Report No.HETI-08-2166C,dated 12/15/09,signed ana-g aled by Pmr i&F. 0 Font,P.E. (Submitted under NOA#09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA409-0224.07) Manu P.E. Product Colrol Exa Iner NOA .14- 17.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) . E. MATERIAL CERTIFICATIONS 0 *000V 0 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DdNefnours•&•Cp.,Inc. •. for their"DuPont Butacite®PVB Interlayer"dated 04/11/7"0firing on 12/11/16 """ ...... F. STATEMENTS ' 1. Statement letter of conformance,complying with FBC-2010,def no firia qI so*** interest,February 24,2014,signed and sealed by Javad Ahmad,19E. '• ' see*:*•'.:. 2. Proposal issued by the Product Control Section, dated 03VWS. sigged-1 Y Jain}e Gascon,P.E.,Chief,Product Control Section. ;••••• . .. .. . .... . . G. OTHER so 1. Notice of Acceptance No. 13-0206.04,issued to Eco Window Systems, LLC for their Series"Eco-Guard 100"Aluminum Single Hung Window—L.M.I.",approved on 05/02/13 and expiring on 04/08/14. Manuel P.E. Product Contr Ex finer NOA N 1 317.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-2 s M IAM I•DADE MIAMI-DADE COUNTY 67=e , 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 OA www.miaml ade.gov/economv ECO Windows Systems,LLC 9114 N.W.10611 Street, Medley,FL 33178 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 PERA-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. PERA 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,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 Limitation: •••••• •••••• 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 .See Single or),oubt�Doorbt atings with•• sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.Themg•door leativjddi shall...:. not to exceed 37". See locking options 1 &2 in sheet L.I. • 9999.. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass. pe G34a4imited to • Insulated laminated glass w/.090"Solutia interlayer. 00000 .•6• 6' LABELING:Each unit shall bear a permanent label with the manufacturer's name or ldgrd;'cIdy,stats and•9eries and ,,,• following statement: "Miami-Dade County Product Control Approved",noted herein. 6*••6 .' RENEWAL of this NOA shall be considered after a renewal application has been filed Ind4hsre has,been po 006 9999. change in the applicable building code negatively affecting the performance of this product.••6 :9666: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or o4 ge}n the 6 • 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#12-0402.03 and consists of this page 1 and evidence pages 1 -1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0603.13 MIAMFDADE COUNTY Expiration Date: March 20,2019 Approval Date: October 15,2015 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12,all signed and sealed by Rafael E. Droz-Seda,P. E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). •••••• ,,.,.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,In�,01grjner E.I.DuPont • • ...... DeNemours& Co.,Inc.for the`Butacite®PVB interlayer", expiring an-011/1¢�•••• • ' 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Coatpltny(MA)(former'•:�'• Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",ex?jZF•on 050'11;1 ••,•, 3. XL Edge seal System 201 SS spacer by Cardinal IG. ,,•,., •• F. STATEMENTS •••"' 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of npffn§ncial ittterrest, :`• prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,AE. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 412-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. -4 \ . UL.,� fhaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 MIAMI• DE MIAMI-DADE COUNTY 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) wsm.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 ,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"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,,preeared by AJ.rwooq •••• Corporation,signed and sealed by Javad Ahmad,PX.,bearing the Miami-Dade ClgjMjfroduct; ontrol • Revision stamp with the Notice of Acceptance number and expiration date by theMWW-DadeVPVPty 0.0„6 Product Control Section. •••••• 0 • 9999.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••'. 0••••. • LABELING: Each unit shall bear a permanent label with the manufacturer's.OAMq or logo,.41y, stale.:��• model/series, and following statement: "Miami-Dade County Product Control Apl2ravbd", utll g (Itherwisc.•• noted herein. 0 9999.. RENEWAL of this NOA shall be considered after a renewal application has Uen fil8d and.'tivrd has beth••0• no change in the applicable building code negatively affecting the performance 4 this py oducf.•••• :9600: TERMINATION of this NOA will occur after the expiration date or if there has been a revision c;r 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#14-0317.03 and consists of this page I 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. 15-0715.10 MFAMMADE COUNTY Expiration Date: June 17,2019 1 BIIl,�115 Approval Date: September 03,2015 Page I Eco Window Systems,LL NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets I through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by 3avad 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 along with installation diagram of a 97 1/4`'wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Pan&do F. • Font,P.E. (Submitted underNOA#09-0413.08) • .. 0000 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94••;•• ••••• 0000:. 2)Uniform Static Air Pressure Test,Loading MGPBC,TAS,20294 ;••�„ 3)Water Resistance Test,per FBC,TAS 20114'. along with installation diagram of a 48 1/4"wide x 96 3/8"WaYgo-GuajdXf'es 366;0 • aluminum circular arch top fixed window,prepared by Hurricahe.EngindwiAg:& *00900 Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/p9-,Vigned and sealed by • Candido F. Font,P.E. (Submitted under NOA#09-0413.081 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS-*2Q}X94 •0000 0•••• 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94,..,, : along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09, signed and sealed b Candido F. Font,P.E. (Submitted under NOA#09-0413.08) L. Manuel Per E. Product Control E a ' er NOA No. 15-0715.10 . Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cow u m) 6. 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 along with installation diagram of a 50 5/8"wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition(2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.�or_ vir "Butacite®PVB Glass Interlayer"dated 04/25/15,expiringw 1t/11/10'. .. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.Amevioa�Inc.for thtir w...:. "SentryGlasO(Clear and White)Glass Interlayers"date&96h5/15, expiring on 07/04/18. "" "•' • www• •w.w .w..• www.w• w ww. sw..w F. STATEMENTS w • .. .. .. . ...... 1. Statement letter of conformance, complying with FBC-5th Egitiart2014),and of no . financial interest,dated July 8,2015,issued by Al-Farooq Cdrporation, :*gpejl.and 0000:0 sealed by Javad Ahmad, P.E. . w swwww. • . ww w ww.. . . w w w .. w G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manue Pe ez, .E. Product Control ExAm)her NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 MIAMI- MIAMI-DADE COUNTY 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.miamidnd& ovkconoM Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 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"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07115/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County.Product .. .. 0000.. Control Revision stamp with the Notice of Acceptance number and expiration dates by the Miatnt-ba e County Product Control Section. •••• : 00000. •• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •.. 00000000.. 000000 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's n#M or logos•oityj state; ' • model/series, and following statement: "Miami-Dade County Product Control A&oved", unless etherwisd0000. . .0. .0000 noted herein. ••;••; :..... RENEWAL of this NOA shall be considered after a renewal application has beeil'f lied and there has been no change in the applicable building code negatively affecting the performance of this product. • •••• • .0..0. 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 Afthement • of any product,for sales, advertising or any other purposes shall automatically terminate this NOX 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#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0728.05 MiAMWADE COUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 8105 Pagel Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14-031 7.01) 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum• . .. . ...... horizontal sliding window,prepared by Hurricane Engineering&Testing;1nc..,Test Report No.HETI-08-2226A,dated 01/15/09, signed and sealed 4'y eandidb'p"Font, •••;;• ...... .... P.E. • (Submitted under NOA#09-0312.08) •••••• ••••• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201:94' •••••• • 2)Cyclic Wind Pressure Loading per FBC,TAS-291-94 •• :': ;;;;;• along with marked-up drawings and installation diagram of a XOX%lummum• .' horizontal sliding window,prepared by Hurricane Engineering:&"besting,jnc.,.Test ....:. Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by CandWF'Vont, P.E. ..• : •.•• • (Submitted under NOA#09-0312.08) •• • 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CownmED) 5. 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)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing.Inc.,Test Report No. HETI-08-2229,dated 01/15/09,signed and sealed by Candid3T*Vont, ••••:' P.E. . : (Submitted under NOA#09-0312.08) ...... .... ...... 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS Xr v . 0• 0 ... 2) Cyclic Wind Pressure Loading per FBC,TAX 08-94 '....' ••;••• along with marked-up drawings and installation diagram of a$AX.alumignrq•: horizontal sliding window,prepared by Hurricane Engineering&Vesting,Pifc.,Test 00• Report No.HETI-08-2230A,dated 01/15/09, signed and seal$tbkosandido e..Font, P.E. (Submitted under NOA#09-03X2.08) 006 •••• • 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 •• 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03X.2.08) Manuel P ez,P.E. Product Control xa finer NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h Edition(2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems,xT_C•for their••;• Series"Eco-Guard 200"Aluminum Horizontal Rolling Wind6w•—IL.M.I.";approved •. on 04/10/14 and expiring on 05/27/14. 999900 000000 9999 900.00 9999.. 9999 9999 • '9999' 9999. 9999 9999 9999. 9999 9999.. • 9999.. • 9999. 9999.. Manuel a z,P.E. Product Contr t aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 M®��E DIL"11—DARE COUNTY,FLORIDA 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)315-2$99 NOTICE OF ACCEPTANCE (NOA) "iv.miamidndmtov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 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"ECO-Guard Clipped"Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by AlrFatooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade Covnty ProaWtontrot•.... Section Approval stamp with the Notice of Acceptance number and Approval date 1 y the 1 fivmj Dade •, County Product Control Section. •••••• •••• •••••• MISSILE IMPACT RATING:Large and Small Missile bnpact Resistant • .... .... . . LABELING: Each unit shall bear a permanent label with the manufacturer's lama or logo rity, states• ••• series, and following statement: "Miami-Dade County Product Control Approved*91 othCnIft noted•••• herein. •' ' •""• RENEWAL of this NOA shall be considered after a renewal application has be4i filed and there bas beela•••;• no change in the applicable building code negatively affecting the performance ofthisjvroduct.:0`* TERMINATION of this NOA will occur after the expiration date or if there has Eden d revisidi11)tFhang@ • 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 temoval 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 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 Jaime D.Gascon,P.E. _ NOA No. 14-0529.16 MIarlHnauNnr .�,�,5�"` Expiration Date: October 23,2019 �v a w t Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both dated 01/15/09,signed and sealed by Candido F.Font,P. E. • 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-9# ••. ••••;• 2) Uniform Static Air Pressure Test,Loading Ler F$C,T�iS92-94 '. .... .... ...... 3) Water Resistance Test,per FBC,TAS 2024—Alt • • 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-90.. along with marked—up drawings and installation diagram c+w1clippid•akiminunr:••• mullion single hung window,prepared by Hurricane Engineefi%*MTestint,=.,Test' Report No. HETI-08--2166A, dated 01/15/09, signed and scjCeADy Candiaq P. Font; P.E. . . . . . . . ...... C. CALCULATIONS '• •••• • 1. Anchor verification calculations and structural analysis, complying with 4BC 2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. ---------------- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI48-2192A, HETI-08 219213, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. • • 6 006••0 •• • •f•• • • • • •f 6••• •00• •0000Soo • • 0000 0000 •0000• • ! • • 0000 •••• •6.0• • 0 • 6 • 6 • • rf•6.6 • • • • 0 0 • • :000:0 • •••••• .00 eto 00 • 0000 • • •• • • 6• ! Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 MIAM1•D1ADE MIAMI-DADE COUNTY 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.mismidade.2ov/economy Eco Window Systems,LLC 9114 NW 106 Street - Medley,FL 33178 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 ERProduct 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-Daae Copnty Pr8;;o* ontrol..... Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade CA*)reserve the right •• to have this product or material tested for quality assurance purposes. If this product or materia)•Fails to••• • perform in the accepted manner,the manufacturer will incur the expense of such teAng and the AHJ maj. immediately revoke, modify, or suspend the use of such product or material withjlrfM;jurisdittibh. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Cldtthty Prod11b1'Control•:•*• Section that this product or material fails to meet the requirements of the applicable'l i Mng code.• : 0•••• .. . ...... This product is approved as described herein, and has been designed to comply W0...0tth the Florida B.uilding .• Code,including the High Velocity Hurricane Zone. • . . . . ...... DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-I:.M.IS• ••• ;.... APPROVAL DOCUMENT: Drawing No. W09.08, titled `Eco-Guard Series-100 Aium.-rK.*-Wdw* (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 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. 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 ofthis 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 uses; 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 No.14-0317.02 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 Manuel Perez,P.E. NOA No.15.0406.12 CMIAMI-_ DADECOUNT7 c ExpirationDate: April08,2019 16 Approval Date: July 02,2015 Page 1 f Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09�08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS-5G2-94 2)Large Missile Impact Test per FBC,TAS 2Q1-9.4• •••• ••":• 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 • '• •• . .. . . .. ...... 4)Forced Entry Test,per FBC 2411.3.2.1,ands ;02-94 . along with marked-up drawings and installation diagram of an a"num sing6hung . • window,prepared by Fenestration Testing Laboratory, Inc.,Test amort No?•••• ••;••. FTL-7635, dated 12/09/14, signed and sealed by Marlin D.Brihtb??,P.E. (Submitted under NOA No. 14.0317.02) •• •• • 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94; ....:. 2)Uniform Static Air Pressure Test,Loading per FBC TA$*161*94 •; 3) Water Resistance Test,per FBC,TAS 202-94• •••. ' 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 0 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI.08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.0;9 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 4. 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09.0224.07) MaVel ez,P.E. Product Cohttoxaminer NOA No. 15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corrrwu n) S. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2170, dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by �AI-Farooq Yation,..... signed and sealed by Javad Ahmad,P.E. ' ' ' 2. Glazing complies with ASTM E1300-09 • 0000.. . .. 0000.. 0.0.00 D. QUALITY ASSURANCE •0. 0 0000 0000 . . 1. Miami-Dade Department of Regulatory and Economic Resource?JAER) "'' 0• 0000. ... . 0000. E. MATERIAL CERTIFICATIONS " " " '• 0000.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray 4merita, Iuc. for theiu..0:. "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,.0expirng ori� f x/16. ;• �„ F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition (2014),and of no financial interest, dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc., dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted under previous NOA No. .14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, BETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Contr Ex iner NOA No. 1 -0406.12 Expiration Date: April 08,2019 Approval Date: Judy 02,2015 E-2 uO U 53 1/8- 53.1/8" to o WINDOW WIDTH WINDOW WIDTH I 47 3/8" 47 3/8" Z D.L.O. (FIX. LITE) D.L.O. (FlX. LITE) 2 I a 6" MAX. 12" MAX. 6" MAX-1 9 IQ . 12" MAX. w HEAD HEAD co HEAD HEAD mw 0 ;{ c�i CORNERS A a Ir CORNERS A Q cr Q. ! �O �O U U FF. LL il n It II � O li II li I1 II it d O p II II II li II II �p II /�i II II II II C0 Is a Q D SWEEP LATCHES --- -jj---- - I 1 Q 34' to II i , f' II FROM ENDS : -J IE JI II W �I II II TYP• X II �I II L Z L 63 cn . T J II II II m io = co ci II II 11 O II N O _ I ---�----�I-=- N 0 1 II 11 -- =---tt---- 1r N z II II fl Z ii J J 3 I I I 11 e, 3 B J N `° oI I i t 3 •moo do M z M O I I i �. II j I� I I v=i W M , II II 11 C it 11 LJx LLI O II C II - w Ii II o N x co I` > - o U)n FALSE MUNTINS NO ANCHORS AT SILL _ FALSE MUNTINS NO ANCHORS AT SILL a 0 O j? (SURFACE APPLIED) (SURFACE APPLIED) N Z '- OPTIONAL 47 3/8" OPTIONAL 47 3/8" -4ch •�! ••�•�� D.L.C. (VENT) D.L.O. (VENT) •• °de 3 z •'� • 50 3/16' SPRING LOADED LATCHES 50 3/16` •• V O' • 'O •••••• AT 7" FROM ENDS .•• • VENT WIDTH OPTIONAL TO VENT WIDTH U W rn g•W • SWEEP LATCHES ••• •W 0000 �••••• ECO—GUARD SERIES-100 EQUAL LITES TMP• UNEQUAL LITES (ORIEL TYPE) .....• ... ..... ALUMINUM SINGLE HUNG WINDOW TYPICAL ELEVATIONS • ...... TESTED UNITS . •••••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •• �' $ • CHARTS SHOWN ON SHEETS 2. o oco m • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING w ? 3 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. N „ 0 0 � o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a'�� < m HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER $ b LOADS TO THE STRUCTURE. En r: JNVAD AHMAD PRODUCT REVISED N ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 8 i { CIVIL, as complying%vilh tho Florida N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. { I Ul P, ,T 730592 Building Code o 1 31x5 1 ry Acrcptanoo No 4• .02 _g ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE i' 1 'l' t-t1 �'' Bx�itatioaData� 3 �1 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r, By yi _ `E lvfieml ade Prodlict'Contral drawing no. COME MATERIALS I CONTACT WITH OTHER NCLUDING BUT NOT LIMDISSIMILAR ITED STEEL SHALL. MEET THE +�SCREWS, THAT +' _+ L-`` INTO W09-08 REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. I r' u sheet 1 of 6 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS WIDTH WIDTH w DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o GLASS TYPES GLASS TYPE GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' FLANGE DIMS. 'A' 'B & WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) left O z 19-1/8' 75.0 90.0 /' 19-1/8' 75.0 90.0 75.0 90.0 N a i 24" 75.0 90.0 24' 75.0 90.0 75.0 90.0 d 26-1/2" 75.0 90.0 26-1/2` 75.0 90.0 75.0 90.0 m 0 ° U 32' 26" 75.0 90.0 32' 50-5/8' 75.0 90.0 75.0 90.0 37' (3) 75.0 90.0 37' (4) 75.0 90.0 -75.0 90.0 w C LL 40` 75.0 90.0 = 40" 75.0 90.0 75.0 90.0 a = 48" 75.0 90.0 48' 75.0 90.0 75.0 90.0 � p 53-1/8' 75.0 90.0 53-1/8' 75.0 90.0 75.0 90.0 = 0 L Q Q 19-1/8' 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 Z m 0 00 Ix N 24" 75.0 90.0 �' 24' 75.0 90.0 75.0 90.0 \� Z W Q ; 26-1/2- 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 Z u► g 32` 38-3/8" 75.0 90.0 It 32" 63" 75.0 90.0 75.0 90.0 z 37" (3) 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 a 40" 75.0 90.0 40' 75.0 90.0 75.0 90.0 _ 48" 75.0 90.0 EQUAL LITES 48' - - 75.0 90.0 a UNEQUAL LITES (ORIEL TYPE) z C4 53-1/8' 75.0 90.0 53-1/8" - 75.0 90.0 J n 19-1/8" 75.0 _90.0 19-1/8" 75.0 90.0 75.0 90.0 N J 1 n 24" 75.0 90.0 24" 75.0 90.0 75.0 90.0 i V1 ro 26-1/2' 75.0 90.0 m26-1/2" 75.0 90.0 75.0 90.0 y o 32' 50-5/8" 75.0 90.0_ 32' 76" 75.0 90.0 75.0 90.0 Q N W 37" (4) 75.0 r 90.0 37' (6) - - 75.0 90.0 a V~I 40" 75.0 90.0 a 40" - - 75.0 90.0 in of 03 w 48" 75.0 90.0 � 48' - _ 75.0 90.0 z 53-1/8' 75.0 90.0 53-1/8" - - 75.0 90.0 . tWn 0 O 19-1/8' 75.0 90.0 z Cl -" 24' 75.0 90.0 • cn Z_ -.tom. 26-1/2' 75.0 90.0TO QUALIFY FOR SMALL MISSILE IMPACT RATING •• 3 z to ••� • 32" 63' 75.0 90.0 •• •0 0 d ;� • z EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. ego*** 37" (5) 75.0 90.0 w '• •v LtJ m �,i • I-- ' 40" 75.0 90.0 •• W eyes :••••; • 48" 75.0 90.0 0 1/8" HEAT STREN'D. GLASS 00000 53-1/8` 75.0 90.0 •• • 2 : : • • 19-1/8" _ 75.0 90.0 m 5/16" AIR SPACE • • 00:00 •••• w 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS - o 000000•••• 24" 75.0 90.0 to - 1/8" HEAT STREN D. GLASS • 26-1/2- 75.0 90.0 w 090" INTERLAYER 090" INTERLAYER • • Y1 yj p • • ••••i• BUTACRE PV6 BY 'DUPONT' BUTACRE PVB BY 'DUPONT' 090" INTERLAYER ••• o o •••• 32" 76" 75.0 90.0 Q BUTACITE PVB BY 'OUPONT' �„ o • a • • 37" (6) 75.0 90.0 c • z 1/8 HEAT STREN'D. GLASS 3/16 HEAT STREN 0. GLASS 1/8 HEAT STREN'D. GLASS 40" 75.0 90.0 y o 48" 75.0 90.0 OZ z 53-1/8' 75.0 90.0 • SILICONE SILICONE SILICONE z m DOW 899 z m DOW 899 z m DOW 899 y to to to ' 21 o v � 16 �_ 16 1j I 16 13 0 0 0 \ \ 11 \ i , i O < m v Im °' I I rn SETTING BLOCKS AT INSUL. LAM. GLASS S 11 1 NOVCH GLAZING BEAD LEG 11 1I TO CLEAR BLOCKS $ ._ En9r. JAVAD AHMAD PRODUCT'REVISED r I o C�tIL • 21 21 2 t a9 000lplying with lho F)"Ida N a 8 SA 88 nC.A.No,3538 92 BuIldlitR t:odo o CARDINAL XL :'t Acocpteum NO 4 EDGE SPACER \• � I� ElPato v u NOTE: GLASS TYPE 'A' GLASS TYPE 'B' ST. STEEL GLASS TYP g yf:/ GLASS CAPACITIES ON THIS SHEET ARE y BASED ON ASTM E1300-09 (3 SEC. GUSTS) 9f ��►3�> , r r Mi ade Product Contra!- drawing no. GLAZING OPTIONS r I ;�:i�(�p , ; , AND FLORIDA BUILDING COMMISSION r.� ,r' -r W09-08 DECLARATORY STATEMENT DCA05-DEC-219 Ksheet 2 of 6 TYPICAL ANCHORSley V O WOOD BUCK i SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 26i'-%OODBUCK oSTRUCTURE SEE ELEV. FOR SPACING dMIAMI-OAOE COUNTY APPROVED WOORE •, i e < MULLION & MULLION ANCHORS O d - j a d n ° d s e. SEE SEPARATE NOA 0 J I Q Q a ¢ o o O O u Lr--T x t3 ' 9 a O TYPICAL ANCHORS TYPICAL ANCHORS 0 IL 4 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 CO & LL a- ' 20 „� Z-tJ' N.. o aW � WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. = N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMU o AND TRANSFER THEM TO THE BUILDING STRUCTURE. J 'j th 1 � � + OPTIONAL TO 12 BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING N Ld I- 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) } Lj t>~ O1-1/2" 14 Uj LC INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (n WCOOS2 O5/ MIN. PENETRATION INTO WOOD 2 3 0) Qii2 W a 1a THRU 1 BY BUCKS INTO CONT. OR MASONRY n — I o > 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • Z 3 W t 19 2t DIRECTLY INTO CONC. OR MASONRYco • 3 • •':' 1-1/2" MIN. EMBED INTO CONC. OR MASONRY •• o• Q �'� •• .. 1 ...... 1/4" DIA, TEKS OR SELF DRILLING_SCREShLS (GRADE s CRS) w W ;)m � :....: I ' INTO METAL STRUCTURES •• • $ ; STEEL 1/8" THK. MIN. (Fy = 36 KSi MIN.) J , i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) " R. a o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) " 7U1 no604 .' z 1 11 14 SM R SELF DRILLING SCREWS (GRADE 2 cRs} ' 10 g " •••••. � c = W •• G w o r ••.••• INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 (NO SHIM SPACE) • 6 qjz I 11A TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1!1 N M < 15 1 18 INTO WOOD STRUCTURE = 1" MIN. o °' n © 2 I INTO METAL STRUCTURE = 3/4" MIN. �+ ° t4 s o las 2 i � 0 < m u CONCRETE f'c = 3000 PSI MIN. MASONRY I'm - 2000 PSI MIN. Enqu JAVAD AHMAO CIVILraoaucrlievlsED a as rnniplying with tlto P1c7ldlt o a iRuce No 4: aw 4a a'd a C'.A.N;3 3B 92 Building a E'xpimion Teale 'Iq a 8 V v .d 4 9 a a e. '� to r. ° a SEALANT: , j, Tade>�oauctContr,L. drawing no. Y` ALL JOINTS AND FRAME CONNECTIONS SEALED WITH = { 09-08 JOINT SEALER. sheet 3 of 6 ITEM If PART # REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKSV w 1 FY101 i FRAME HEAD 8063-T6 - o 2 FY115 1 FRAME SILL T 6063-T6 - c' _ � o 3 FY103 2 FRAME JAMB 6063-T6 - 0 J 4 FY104 1 FIXED MTG. RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - IL 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - O 0 v 7 FY107 2 VENT SIDE RAIL 6063-T6 - a 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - a 8A FY109 AS ROD. GLAZING BEAD (7/16` LAM. GLASS) 6063-T6 - iq G M1441-DADS COUNTY 8B FYI 10 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - - p�yi APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - Q 4 Q C SEE SEPARATE NOA TYPICAL ANCHORS () I` SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6063-T6 - 00 C 11A - 1/ LATCH LATCH SPRING ST. STEEL - LL Y d 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2' FROM ENDS ZAMAK� SULLIVAN do ASSOC. h 12A /8 X 5/8' 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS a 13 - 2/ LITE SETTING BLOCK EPDM - lu - 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS r. 14A /8 X 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS J 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB _ _ _ ____ _ _ __ _ 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 3 °0° 00 18 W23181 AS REQD. FIN SEAL W'STRIPPING — ULTRAFAB z V `ram 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS N M 19A #6 X 3/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE 6 W 20 F210 2/VENT SASH BALANCE — SUPERBOOST BY BSI (y 00 WINDOW WIDTH a o WINDOW WIDTH - $ N t\ 20A 08 X 5/8' 1/ BALANCE BALANCE INST. SCREW - P FH SMS � 3 �M N 21 — AS REQD. GLASS SPACER SILICONE FRANK LOWE O o M 'n 22 — 1 5/16' BOX SCREEN — OPTIONAL g Z _LO • W 23 FY120 — FLUSH FRAME ADAPTER 8063—T6 OPTIONAL • .15 3 Z} 000000 TYPICAL ANCHORS • O d J{ • SEE ELEV. FOR SPACING • I C.1 O•_j .•••; 4 W rn m.•W • O • • • 1/4- MAX. � o .•••. 1/4' MAX. VENT WIDTH SHIMS 1/4' MAX. • 00000 • SHIM TYPICAL ANCHORSSHtM z • G o* •• 19 EE ELEV. •• • _ o • • J'FOR SPACING • • H 9 •••••• 18 7 20 • � � � y • 20 TYPICAL ANCHORS •• •_ ___ __ __ ___ - -_ _- _ - - - __ - FOR SPACING N c3i - _ -_-_ - - - -__ __- - - - - - - - -- - -- - -- - ai ,zSEE ELEV. i � c� v METAL Y WOOD B _ _ _ _ _ _ STRUCTURE o R SCREEN OPTIONAL-------- /WOOD STRUCTUR d s m 1a EXTERIOR o lay BUCKS Engr. JAVAO AHMAD PRODUCT REVISED $ o 3a • .a �; CIVIL as complying with liio F1elii � N FLA. PE 1 70592 Building Code o O.L. OPG. C`AN. 538 4 _ � Acceptance No a Bx 'ration Late 1 G ° �t WINDOW WIDTHfly j r u Od°olColtito� drawing no. y_ �j W09--08 sheet 4 of 6 • V0 METAL w STRUCTURE o TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED rn SEE ELEV. FOR SPACING MULLION do MULLION ANCHORS co °• n:° ° I SEE ELEV. FOR SPACING SEE SEPARATE NOA O CL oN � 0 80 a ALT. C& �► Q0. ap 0 43 TYPICAL ANCHORS 1z O SEE ELEV. FOR SPACING Q w 3 li � U o J tn C3 00 ado N W } UJ LZ (nOf-co Q i 3cn►'� W O oM to @)1/4' MAX. ALT. • 3 Z• ` i •••••• SHIMS ALT. •. W rn "' • • • WW i6 W • • • T N • C ► a h r • • •••••• •• — W O •Ix •••••• � L 1 TYPICAL ANCHORS a a 3 LL • • • • SEE ELEV. FOR SPACING 3� • 4 z 3 z n , n n + o • yO O O O ALT. C m u INSTALLATION DETAILS WITH FLUSH FRAME ADAPTEPRODUCT REVISED N ' Ct1/1L as comlAyinY with the Florida o FIA PE l 70592 Building Code CAN. 35 5 Acccptanee No � �(. o ° Lxpiration Dace (�' v e ` f O V drawing no. W09-08 Stj sheet 5 of 6 ' •�2-750--jtom--1.281� � o w .062 o0 U 14 i rn 1.688 Lfld .750 .062 ( t 4 Z F 0 4Q 31-J 3 �� 2.750 I 2.812 1.140 1 O Q FRAME HEAD U i -1.202-1 2.874 Q FRAME JAMB i p 062 2.188 a 1.375W 1 .519 .394 .130 ' I Q W t0jj� C -� �� jZ �' .045 .803 .050 .803 .045 .803 Q w f 1.422 Q FIX. MEETING RA1L ® -moi L1.047 88 -�I 1.047 g U o 1.340 GLAZING BEADS ` J Ln Ln 1.434 3 VI °D _ W m 1.250 .062 Vj (lE v 2.063 14 3 } W 1.067 .062 -140 � r- .621 y 3 to M r 1.140 to � O5 VENT TOP RAIL t 7 VENT SIDE RAIL / • , 3 Z •••••• 2.027 /. • O • J • U ar• • 1.247 •• W 7Lj 0000•• • • 0000•• • cn ry /' •• c 00.00 0 Do 00000 .062 2.773 1.445 •• • z 1.929 1.750 1.254 078 :•• • W • •20 0 ••••0• C, • x F • • w a. • m • 0000•• ••• W p ~ •0000•4 4J L.963- og� � 114 1.140 d o L-: • • O VENT BOTTOM RAIL 11 SPRING LOADED LATCH VENT CORNER DEMI z 9 2.974 1 ryj N M 2 N !V O O O 14 e < m v .062 m 3.002 Engr. JAVAD AHMAD PRODUCT REVISED N o 2.68a� FRAME CORNERS DETAIL eML as complying with the Florida 062 FLA. C92 Building e AN. 538 o 3 AcceptanoeNo 4�-G� -a t 500 .769 874 Expiration Dole r ,� I r �Y , v L 7 500 2.61 t �, =,1 Minm ado ProducCCoN 1drawing no. 2 50 �9 0V FRAME SILL 23 FLUSH FRAME ADAPTER __,. sheet 6 of 6 o i --------- - ----- --- � z C 7C-- 0 Q z II u� Su It � T-"-TTi'ilr------T- � o II Ifl � I III►I I � L-.= II JI �7 II II "H II I II 4.000 II 11 J -_--__.1 I II III 11 1---=�I TYPICAL � eF lis til JlS1 --� }r IAr== �y� GLAZING PRODUCT a 1 l / 0aQA 1.000 Q - C W. TYP{CAL WINDOW FRAME z - 6.000 Q W U 3.000 4.000 V o m z J) TUBULAR SHAPES 00 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. L2.000A ALLOY = 6063-T6 �. AND CAN BE USED WITH ALL MIAMI-DADS COUNTY APPROVED J M in IMPACT AND NON-IMPACT RESISTANT PRODUCTS. H W } W RECTANGULALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS °�° v� AR HORIZONTAL OR VERTICAL 3 loP; USING MULLION PROPERTIES ONLY O o M SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O J NOTES: n - z Z THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ' 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • Z�_p o • HURRICANE ZONE (HVHZ). •� O d46_jLLI ...... ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE •• •• Wi APPLICABLE 13UILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS, EMBEDMENT • TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). : : : • ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS . c : • • ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' L • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: t 0 0 USE CHARTS AND GRAPHS AS FOLLOWS. m v o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 L c FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OAOE COUNTY APPROVED GLAZING PRODUCTS r MEETING ABOVE LOAD REQUIREMENTS. i Engr: JAVAD AHMAD a, o STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL N APPROVAL. Fl CPN Q0592 a USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Approved r.1�x�oiplyfng nftSllicr R IN STEP 1 ABOVE. Plntitfil l3uildil n Co `•� �° g c USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NO;,? -.� ¢ 11 �.' UJ �'1 ..;' �� drowin no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING Aiiu=ul);t<<L'• ' tr.irt!ri�! 9 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE `, M14-01 sheet 1 of g 3 -y 1.000 — .125 .375 1.000 2.000--{ .125 �2.000�� 125 �2.000 .250 /R� W I I lV o I 1.000 � v 1.000 125 1Z I� .125 .375 e� p 125 .125 4.000 125 4.000 4.000 3.000 3.000 .125 6.00 6.000 ppp 375 .375 .125 .250 a Q d Ix = .9502 m\4 Ix = 2.0374 IN\4 Ix = 1.538 IN 4 Ix = 3.1878 tN 4 Ix = 2.9762 IN 4 out 3 F \ \ \ \ Z Sx = .6335 IN\3 Sx = 1.0187 IN\3 Sx = 1.0254 I14\3 Sx = 1.5939 IN\3 Sx = 1.4881 IN\3 3 L7 l l 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 U o rn Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 1n J Sx = 2.7586 IN\3 Sx = 5.0677 IN\3 Z N O N 0o 0 2 X 6 2 X 6 � � M STD. MULLION HEAVY MULLION 6063-T6 6063-T6 W } W ). O] 105 00 (n O O M u,i z Z4, d•J v • • _LLI •••••• .7181.718-1 • ••••• •• • • •••••• • 2.125 125 2.125 • c • 125 • • 125 /ppaly0.3114 pomplyh),%mi11111rc •• • O • • ••••• TYR TYP. 2.000 cdr�131Ii1du • PiQAiI' A47T u C7 y • v LI Aid Pr onin) 5.500 5.500 _ F�2.000� p _ o a NOTCH NOTCH ►� c OPTIONAL 1/2. OPTIONAL MIN. MIN. , e Engr. JAVAO AHMAO �, o ® CML FLA. PE / 70592 CAN. 3538 S. 1/2" ® 1/2' s ` 1/2" MIN. MIN. MIN. Li a AY"" r,1. 2014 drawing no. ANGLE CLIP MULLION CLIP MULLION CLIP M14-01 6063-T6 6063--T6 6063-T6 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) V WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X3 1 X4 1 X 3 1 X4 2 X 4 2 X 6 2X8 �� o YADTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY MOTH (y) MULL SPAN STD. STA. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.3 55.3 120.0 120.0 Z n 26-1/2- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 r z 30/ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 1 30" - 37.8 35.3 1 98.1 120.0 �` N j 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 C 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - _ - 27.0 25.2 70.1 120.0 Q 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120" - - - 23.6 22.0 61.3 112.6 0 LL 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 56.6 42.7 88.5 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 Q 't 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60' - - - - 49.0 90.1 V 0 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.5 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 0 ps e0 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 66.5 52.0 120.0 120.0 72' - - - - - 40.9 75.1 Q' Q p 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 0 25-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 Q �� l 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 25.5 73.7 120.0 IL z101 37" 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 23.0 21.5 59.8 109.8 Q Zy �, 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 L!el 48' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 U o 60` 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 J ,°n' 66 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32-0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 z v� 72" 86.1 120.0 120.0 t 20.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 0 (n co 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 -I 2 o W 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26--1/224.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 N 30' 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 30' 22.0 47.2 35.6 1 73.8 68.9 120.0 1 120.0 30" - - - 21.9 1 20.4 56.8 104.3 W >- W W 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - - 46.0 84.5 In 0 1-00 00 42' 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 1-- 48* -48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" = 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - - - - 35.5 65.2 j 0 J 1 54' 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.2 41.0 38.3 95.8 120.0 54' 31.5 57.9 Z Z ?41 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - EL - - - 28.4 52.1 • ?i Z o •••••• 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 66" - - - 25.8 47.4 �• • 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - -- 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 Q U 7 w 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 • W rn� ••••' .... 26-1/2" 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 • ARCHES TO BE INSCRIBED HORIZONTAL MULLION • ••i •. 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE .. • • • ..•.. 37' 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - _42.0 39.2 109.1 120.0 .. • • • ..•... 42' 55.6 105.5 90.0 120.0 120.0 120.0 t20.0 42' - - 37.0 34.6 96.1 120.0 GLAZING •• • • • 'e" 63' 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0 � PRODUCT �� 3 : . • ..••:• VERTICAL 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 26.9 74.7 120.0 MULLION : . p • :..•.: 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z • 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66` - - - 23.6 22.0 61.2 112.3 GlA71NG GLAZING a v • PRODUCT PRODUCT a 72' 32.4 61.6 52.5 95.4 90.0 120.0 120.0 72" - - - 21.6 20.2 56.1 103.0 � N GLAZING GLAZING ja ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT 0 0 y NOTE: W1 w2 I MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS E"4`. JAVAD A14MAD 0 in CIVIL 1 FLA PE 3 70592 c W1 + W2 CJ.N. 3538 WWIInn ww�� y nppravcan�Cmi,�l��i[•'C�GI�c 2 � g 1'101 idu 131 r •N drawing no. MULLIONS M14-01 sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 1314a Bob WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 120,0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 Z j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2. 105.4 120.0 26-1/2" 70.6 120.0 - 120.0 45.3 65.2 90.6 1 0 zz 30" 120.0 120.0 120.0 120.0 120.0 120.0 30` 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 37" 120.0 1204 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 68.2 120.0 32.4 46.7 64,9 IL 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 0 48' 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 IL C 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60' 97.6 120.0 120.0 62.5 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 1 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.40 W p 72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72` 1 26.0 45.3 68.0 - 24.0 33.3 0 0.Q rG C 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 ORD 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 Q 3 a! N 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 L Z(0-- 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 .J Q 42' 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 Q 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 1 29.1 40.4 N 60" 89.1 120.0 120.0 57,1 82.3 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 1 in 66" 81.0 120.0 120.0 51.9 74.8 1 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 Z J 72" 74.3 120.0 120.0 47.6 68.6 95.2 72` 37.1 64.8 97.1 23.8 34.3 47.6 72" 1 23.6 41.2 61.8 - 21.8 30.3 0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 J o 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 2 r 30" 120.0 120.0 120.0 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7W s(41 w bm 37 "119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 in V' c 0 0 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6I1)r 48" 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 48' 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 0 p M 54" 82.2 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 25.7 37.0 Z .. • 60" 74.0 120.0 120.0 47.4 68.3 94.8 60' 39.0 58.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 • 3 ► •••••• 66" 67.2 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.5 41.2 61.8 - 21.8 30.3 Z 6� •• 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 1 - 20.0 27.8 • •� 0 Ff~ •••••• 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8- 108.8 120.0 120.0 69.7 100.4 120.0 U w• W rn g ...... 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES TO BE INSCRIBED •• • •••• • • ANCHORS TYPICAL INSIDE RECTANGULAR SHAPE • ••••• 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 • �i GLAZING �� • 48' 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 VERTICAL PRODUCT �� • • •••••• 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION z • c •••• 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 j • • ;• • • Ff 66" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING ai ANCHOR u • PRODUCT PRODUCT ANCHOR #1 N 72" 49.5 86 3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 3 GLAZING GLAZING PRODUCT PRODUCT ANCHORS ICAL ALL LOADS ARE EXT.(+)/INT.(-). TYPICAL. c � NOTE: ANCHORS o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER vr1 W2 �o MULLJON SPAN a� ; v o LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MuLLIQN ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. - wt + w2 Engr. JAVAo AHrJAD m o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = cML - n 2 fLA. PE }' 70592 c Approved m complying»itli N+c CAN, 3538 I'lotida 130tilan C -° l)tsle � � ?D a v l NUAN�_ � �'.i''•. A�1� a ^°r Cont '�`� •� " ANCHORS fAAY , .:s 0 drawing no. M14-01 sheet 4 of g TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE �oN_CRET\ C ~ o ROR 1 A SiU I I M AL ST UC E q j . ■ 9 C �f g 1It ------------1 4 I I I I I I I 1 FLOATING CLIP 1 1 I I 2 X 2 X 1/8" O'W 1 I I i SNUG FIT INSIDE MULL U UALUM ANGLE Q IL Q Q p14 SMS I I p14 SMS i 1 1-3/4" O.C. MIN. I I 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE 4L Q r 116 (4 9 Z U o Z N O o ell J in in ANCHORS TYPE 'A2' t�- TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. m >_g �CC) 1/4" DIA. ULTRACONS BY 'ELCO' U) CONCRETE 1-3/4' 2-1/2" H 3: r- rn (Fu-177 KSI, Fy=155 KSI) O o M 1/4" OIA. SELF DRILLING SCREWS METAL 1/8" 3/4" 2 o —`t n• (GRADE 5 CRS) Z �.•�• TYPICAL ANCHORS • 3 • •••••• 4 PER CUP (2 ON EACH WING) 12APER ANGLE Z r� • CONCRETE = f c = 3000 PSI MIN. �•g• • METAL — 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. O \0�\ \ 1/8" MIN. THK. ALUMINUM (6063—T5 MIN.) • •� W G)� • • tR 1 + C J:T •••••• 1 OR ANCHORS MAY BE HEX OR FLAT HEAD. • •• •••• • • I U I 1 -,METAL ST UC E ••�••� • •mw ••••• • :t - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. • • • •••••• CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • •� 1 + + 1 I I I I WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ; ' . •.••:• 1 ® ® 1 II II WATER—WHITE METHACRYLATE LACQUER. • •• iV 1 1 I I� • • • • 71 I---------------! I I I I • •• ••••: I I I U FLOATING CLIP I I I( 2 X 2 X 1/8" ; • •• I I SNUG FIT INSIDE MULL Ul ALUM ANGLE y I 1 #14 SMS lull, #14 SMS ! 1 1-3/4' O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE vi c � Vl O U O i L Z_ ►o Engn JAVAD AHMAD CIVIL ApIm ed as caiuhlying with the FLA PE � 70592 N1 � v M Flmida 1611(111^cu CAN.. 53$ b 2- TYPICAL TYPE 'A4' �NSI�e lTid pr �,� - ^5', o n o TYPICAL , pp��qq drawing no. 11y ~> - M 14--01 _ sheet 5 of q �V o I TYPICAL ANCHORS TYPICAL ANCHORS z % 3 PER ANGLE � 6 PER CUP (3 ON EACH WING) \ \ € 0 \\ \ \\ N \\ CGNERr\\ O \ I MR Al ST U TU E O \LR S U N I I L uw 0: W + + + ii ii ii � &ao ` �_...________________ --- I y FLOATING CUP j l I I Z2X X 1/8" O a I I i 1 SNUG FIT INSIDE MULL U U ALUM ANGLE Q N #14 SMS I I #14 SMS j I LL Z v1 1-3/4' O.C. MIN. I I 1-3/4" O.C. MIN. I I 6 PER CUP 3 PER ANGLE a W J rn U) J Z in 00 O oo J � W v TYPICAL ANCHORS: } ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. w (1f �w 00 8 1/4" DIA. ULTRACONS BY 'ELCO' m N rn 2" (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" }- O o M TYPICAL ANCHORS TYPE A61 1/4" DIA. SELF DRILLING SCREWS METAL 1/8" 3/4" 0 Z •� e (GRADE 5 CRS) Z Z �i4• • 3Z .. CONCRETE = 1'c = 3000 PSI MIN. • 6 v METAL = 1/8" MIN. THK. STEEL Fye 36 KSI MIN. •• •+1 O e2+u •••••• 1/8- MIN. THK. ALUMINUM (6063-T5 MIN.) •• :: W rn� •••• • J. .•.• • • ANCHORS MAY BE HEX OR FLAT HEAD. • ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. + • • •4• 1 •••••• CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • • •• WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR • • • WATER-WHITE METHACRYLATE LACQUER. • • • U y C 0 0 y d o _ C t •_ £ngr: JAVAD AHMAD a, a CML FLA. PE / 70592 0 A[tllilYfl�FriA $G7 i1rRRO CAN. 3538. 1s 111-midn Btdld L 1)RIC v u NOAfl Mj ad 13,r onM� / • ,� drawing no. lC ,-�'.� //--� MAY'. `� � `1094 M14-01 sheep $ of g . V TYPICAL ANCHORS TYPICAL ANCHORS 2 PER \CLIP (1 ON EACH WING) 1 PER ANGLE \ \ \` L �iLLEO BLOCK O \ \ ff z R ( 1 OR W I 0 Uiu I I W OSTU Q D. a7 0 p t O J g 1 1 1 1 II Il v p IL_-----------� � I I I I I i t t FLOATING CLIP II II 2 X 2 X 1/8" I I 1 1 SNUG FIT INSIDE MULL U U ALUM ANGLE C Q p #14 SMS 1 1 j14 SMS I I 1-3/4" O.C. MIN. t 1 1-3/4" O.C. MIN. 1 1 4 PER CUP 2 PER ANGLE LL Z�d F 1 IA az z � U o z O 0000 ANCHORS TYPE `B2' TYPICAL ANCHORS: � w ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" m >_ Ld Ld (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1" Nn O orq N WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. Z Z j i• MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. • z •• TYPICAL ANCHORS TYPICAL ANCHORS ' • 3 z `� • 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE IBY OR 20Y WOOD BUCKS NOT BY ECO WINDOW • -4.,q \ \ \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •• O -4i�•Y ••.•.• F�LI.EO�L&K\ THEM TO BUILDING STRUCTURE. •• •• W •.i i••••i R \ I OR ANCHORS MAY BE HEX OR FLAT HEAD. •� • I I O S U �U I I W 0 ST U E • ••••• •• • • •••••• • 1 1 \ � 1 I \ � 1! 11, �• • • •� i 0 (D 1 , ' . . •••••• � 1 1 II I (I I • • c • • iV 1 1 II II II II I -- 1 I I FLOATING CLIP II I I z2X X 1/8" • I 1 I I SNUG FIT INSIDE MULLU Lt ALUM ANGLE N I I I I p I I I I #14 SMS I I /14 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE L � Z_ i7 Engr. JAYAD AHh%O 0� o CML j FLA PE 70592 Appsoved a9 complytug 11*I*c CAN. 538 Florida UuM 8 o 3/8" MIN. 2 7/8 e � tdOAN_ ` ' TYP. TYPICAL ANCHORS TYPE Boa M L. ,� cont,v M',p"Y 1 7� Browing no. M14-01 sheet 7 of 9 � o TYPICAL ANCHORS TYPICAL ANCHORS Z z 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \ \ \ F \\ I I F9RLa0\BLOC\ p Q I W R I W 0 ST U I I IFE e y 1 II II O a � 4----------------------f 444 11 1 I 13 t. I 1 l FLOATING CLIP I I I I 2 X 2 X 1/8" ar .p SNUG FIT INSIDE MULL U U ALUM ANGLE Q ?� t4 SMS 1 r #14 SMS I I g z 1-3/4' O.C. MIN. I 1 1--3/4' O.C. MIN. 1 1 6 PER CLIP 3 PER ANGLE < z U o rn Z a O TYPICAL ANCHORS: w M ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. �co 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4' 2-1/2" (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1' o, ~ COM N TYPICAL ANCHORS TYPE `B4b' o - . Lo WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. J N MASONRY = C-90 HOLLOW/FILLED BLOCK fm = 2000 PSI MIN. Z Z •' .�• 's 3 0666:. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW • :3 •Ig • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •• Q -4m•: 0000:• THEM TO BUILDING STRUCTURE. •• .• Wrn LL10 • . 0606•• • • • ANCHORS MAY BE HEX OR FLAT BEAD. • • • 60.06 •. • • • 9 0.000 0 9 09 • . 0 ••0090 • •• • • • . 0.09.0 • • pe . 0 •..0•• V N W C � O O i 0 c Engr: JAVAD AHMADm o CIYL FIA Pf 38 Approved as mn Nil6 c a floridn t3luld' C.A.N. 538 NOAH • r drawing no. -- Mtn 2 20 4 M14-01 sheet 8 of g N ' 14 SMS SEE CHART FOR QUANTITIES TUBE MULLION Z h Z I 10 ----------- ---- F• 3 o ------- --------- ANCHOR NO. OF CHART SCREWS 2 p 14 FH SMS TYPE A2TYPE A4 3 C a 2/ SIDE I I TYPE A6 , 1. 1/8" THICK ALUM CHANNELI p rl LENGTH TO FIT SNUG l�f INTO MULLION TUBE MULLION 0 a Q g a C co'a 0 TUBES MAY BE NOTCHED Q AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE 1 CAULK JOINT AFTER ASSEMBLY I Q W el #14 FH SMS I 1-1/2' O.C. MIN. I ACCESS HOLE SEE CHART i .1 FOR QUANTITIES 4 1 ----- — --- --- ----- ------- ------ - Z to O fn m I � W � ll ------ ----- ------ ----- -- I -- I - m V) 00 ( 1 I ► I• I I I I I H 3 to M N THIS SCREW CAN BE I I I 0 o INSTALLED IN EITHER 1 1 X14 FH SMS DIRECTIONI I 2 PER CUP I I 1 Z I I 1' O.C. MIN. I I I I Z 4L.w •. � 3 Zia .� 'v •• � O d�•�s •0000• U �w .. .. W rn m-0 :0009: 1-3/4' X 2' X 1/8' (FOR 2BY TUBE) • as • • 3/4' X 2" X 1/8' FOR (i BY TUBE) �• •.990 ALUM ANGLE • • CUT TO FIT SNUG INSIDE TUBE • • • i •••.• • ANCHORS DETAIL -#1 0000.. •••.9• METAL TO METAL CONNECTION • • • • • c • U N U 114 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8' 1/2' a o N U O Enjr. JAVAD AHMAD ch o CML 'IA. PE / 70592 0 mvw 83 complyhIp IA CAN. 3538 � /Ljl]f IlM1'1tIA B (1 1 � r o �911 �t SVOAH � fVr� .. i14Si i );zc c1��ir}I i r drawing no. 1. y 2014 M14-01 <' sheet 9 of g 72" 111' (2) ANCHORS AT MTG. STILE ENDS TYP. �� 8 WINDOW WIDTH WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS a MARKED WITH '*' ON SHEET 2 ONLY I 10 5/8' MAX. 4" Z $ 3 1/2- MAX. 4" m 3 1/2' MAX. HEAD/SILL 3" In HERO/SILL q 3" . 1 HEAD/SILL A CORNERS Z CORNERS 3 _ in v CORNERS 3 ��_�� _ v F' �I, aa, 1 i 11 1 1 \ V I Q; C LL 0g(� �I II II II II II 11 ti `'� 3g "rn■ap 4 = IIiIIIIItII II /B3T/' IIII(I IIIlII I =D4= I +IIII+IIIIII II %/T� I++II1I IIIIII� E4 (G3�7 •o p 4 O.a••. G 0 E jQ 0 = i © tl 0 4 a Z I J B W FALSE MUNTINSFALSE MUNTINS 31 1/4" 32 3/4 32 3/4" 32 3 (SURFACE APPLIED) I (SURFACE APPLIED) MAY BE USED D.L. OPG. D.LOPG. MAY BE USED D.L. DOPG. 35 3/8" 36 7/8' ECO-GUARD SERIES-200IN VENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW TYPICAL ELEVATIONS S �r iIM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 0 o M '� CHARTS SHOWN ON SHEETS 2. Z THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 z n SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 a :REXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U �w MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. W.;' • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL .' •••••• 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. • ..... .. ...... 5/16" AIR SPACE ••• • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •••••• 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY.•••• a o e • • HURRICANE ZONE (HVHZ). ps 3 ..... 090' Interlayer 090' Interlayer .090" Interlayer ••••• p N Butocits PVB SentryGlas Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _• o By 'Kuraroy Americo, Inc.' By `Kuraro America, Inc.' LOADS TO THE STRUCTURE " " @ •••••• y By 'Kuraroy America. Inc.' ..... •• 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASSANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS' u A 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STJCCO. g '•'••• SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE '..' •••• DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. • cm GE SCS 2000 GE SCS 2000 ST. STEEL o « =' — 2 A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. — N ! I i SILICONE H g o 0 0 0 � � All SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. '> in i I i DOW 899 i i � 0 < muo � 22 I. 'r° 2 I I 2 I: 1 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I I I N. i I. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. Q III 3 I I 23 I l i 23 i i Engr. JI1V M AHMAD PRODUCT REVISED N FLA PE 70 2 w complying with the FlorMs a 10 10 0 C.A.N. 5 1Aec pmlancc No12-02 29 Bx irnHi Date Q)q Li Ll v 29 AT 1/4 POINTS ON LITES 9 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36` ONLY WIDER THAN 36' ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS Miam" nde Product t on drawing no. ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' �� 2015 W09-121 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �V N W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE o' WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) tNT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 74" 26' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26, 9 70.0 80.0 80.0 90.0 70.0 80.0 Q a 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 Q! p p 0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 09 M v 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8' 38-3/8' 0; O LL 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 0 t 37" 38-3/8" 4 - 70.0 80.0 1 80.0 90.0 70.0 80.0 111' 1 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 4 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 1 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8' a 9 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0- 70.0 80.0 (5) 0 Q p 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 0 W 9 70.0 70.0 80.0 90.0 70.0 80.0 O ry 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q w 3 ti 53-1/8- (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 t06-1/4" 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 LL Z�" 74" 8 70.d 80.0 80.0 90.0 70.0 80.0 111' (6) 12 70.0 70.0 80.0 80.4* 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 1 70.0 8D.0 80.0 90.0 70.0 80.0 Q W 37' 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 1 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0J U o 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 z (n 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 00.0 C 48" W M so" (3) s 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84' �� 9 70.0 70.0 80.0 90.0 70.0 80.0 N .. 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96` 12 70.0 1 70.0 80.0 90.0 70.0 80.0 )_ w 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72' 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 N r 00 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) c 3 to N 48" �4} 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL `1 0 o I 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB Z _j th 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 3 3 Z}} � 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 O W 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 70.0 -80.0 87.6 70.0 80.0 q U c W -1 48" �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W W rn ' 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF " • • • •• 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS •••; • • • ••••:• 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 •••• • x �' � o � :0000: 48" (6) 6 70.0 70.01,180.0 80.0 90.0 70.0 80.0 • • U) • • • 60" 6 70.0 70.00.0 90.0 70.0 80.0 •• iq O1 ••• • 0/3W) (1/3w) (1/3W) •••• • 'g °C Z • • OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • •• v U F W ;v ••••:• 72" B 70.0 70.004 n 87.61 70.0 1 80.0 •. . A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB • • d Z " •• * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' ••• •••• WITH (4) ANCHORS AT MTG. STILE ENDS iri N n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: y o „ N GLASS CAPACITIES ON THIS SHEET ARE h is o s o 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) °c < m " o W 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr. JAVAD AHMAD PRODUCT REVISED 't 0 CML as complying with the Florida N FLA PE 70592 a = C.A.I. 3538 Ottllding Code I Acceplance No 15:9 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex irolionDate 8 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ( it FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL U 20y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi i adoProduci drawing no. SEE SHEET 3 FOR DETAIL. W09-12 , -- sheet Q of 7 TYPICAL ANCHORS 0 iBY SEE ELEV. WOOD BUCK FOR SPACING XDISTLJ N METAL j STRUCTURE MIAMI COUNTY APPROVED 3 4 °- v S EDG&DIST: EDGE DIST. MULLION do MULLION ANCHORS Z d a ° a a a 4 ° • .' SEE SEPARATE NOA z } < EDGE DIST. _ 0 C9 L) • 17 0 is is N in 0 1 \ 0 CL 9 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. TYPICALEV ANCHORS w 3.01 d FOR SPACING FOR SPACING Q I FOR SPACING W H y I F,L z id a I; b it I �J,1 III 1 I ;I QWHI F WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I I I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. V J m J I II ,I I I 33 h to WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING z N `o W N 1J I n o W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 9Z4- DIA. ULTRACON BY 'ELrO' (Fu-177 Kst, Fy=155 KSI) Ii ,I I, �I F AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = ~ w a ' I' I ' ' SEALANT' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) $ ze J ALL JOINTS .AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY 8 O o X W JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) `i p — I W I ;I I' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _Z .LLLco N DIRECTLY INTO CONC. OR MASONRY 3 Z � III 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O "t_3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o W uj -Ii w • • I II I 4 �I I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ...... INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"J' •� II ... . . . ...... INTO METAL STRUCTURES •••' d It I • • v • • I I I 9 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 000010 L ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0001 c901 o ..... (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 90001* o� N o CP o .•;..• n o ••.••. TYPICAL EDGE DISTANCE •••• o . Q) o A i 0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. Z 2 •••••• 2 Zn a x INTO WOOD STRUCTURE = 1" MIN. : . . ; •; • W C' •• • •• • • • in t Qa INTO METAL STRUCTURE = 3/4' , MIN. c m w ,n uj En WOOD AT HEAD. SILL OR JAMBS SG 0.55 MIN. 0' IflW I z CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. 0 O th N Zn + < m U O W in C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. 26 I I m 0 Engr. JAVAD PRODUCTREVISED N M o as a A. FLA PE 111 70592 as complying with the Fladda e I v 4 g I C N. $538 Building Code o Accc laacoNo E s ' e a p •- -°. 4 \_ i v. ° - - -� •.• V 'v �• °.s. ' -.9 Ex 1x811 Date w v u 1] 2�� r 8 I TYPICAL ANCHORS - I TYPICAL ANCHORS By • s a' I SEE ELEV. ►• 18Y SEE ELEV. Mi a&Product-Can drawing no. FOR SPACING WOOD BUCK FOR SPACING W09-12 EDGE DIST. _1DI51. _� EDGE DIST. sheet 3 of 7 1/4" MAX. U O W 1/4" MAX SHIMS. a SHIM O O 0 WO I 5 WOOD BUCKS Z 3 21 8 g� TYPICAL ANCHORS "" '4 Q TYPICAL ANCHORS 17 ? ° SEE ELEV. al SEE ELEV. c. FOR SPACING FOR SPACING =____ — ____ 25 O O O 0 N_ jji 20 — 1 1 f 4' -----SCREEN OPT. ------ _ — — — — _ _ — — O EDGE DIST. METAL v STRUCTURE W TYPICAL ANCHORS U1STE MIAMI-DADE COUNTY APPROVED am SEE ELEV. MULLION & MULLION ANCHORS %_� • s:° FOR SPACING SEE SEPARATE NOA Z 3 IS J I EDGE o s f DIST. a ti .. ♦n- .e dei J O U I Z �j to f O2828 th 28 p h ALT. & a a g p °°� �► 0 TYPICAL ANCHORS TYPICAL ANCHORS Q W r SEE ELEV. SEE ELEV. LL Z FOR SPACING FOR SPACING J 510 Q W v J rn J 1 3 � � W M IV s W cr_00 (n n T. $ O o"� D o 1/4' MAX. Z 3�` 00 SHIMS ALT. 3 z 2e 0 o TYPICAL ANCHORS Y U W SEE ELEV. W rn m �_j FOR SPACING ►. e d - • 0000•• ••+• • • � 0000•• • 1/4" 0000 • i r if. � • • •f• i W r f••••• I� • a • • t� _ • • VI ••• O (V i7 90:0** TYPICAL ANCHORS W a ♦ • 4 0000 � �4j a � 0000• SEE ELEV. FOR SPACING o a •• • - ••..•• W ♦ _ y tf t> > t� • •d �••� 00 0 1 . a • 00 • z z z � • 0000•• • • •0000• 0 , +r.: ! e O > O O O O ALT. 1O 2am � aW rn 28 = o, INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVMLAHMAD PRODUCTREVISGD FIA. PE / 70592 ns complying with the Florida N ACA . 8 Building Code o a v`♦ . s Acceptance No 0 �. v .. 4\ • I ° By V ♦ P I 2��5 Miattri Browing no. W09-12 EDGE DIST. sheet g of 7ji ' 2.750 1.067 ITEM PART If QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARIGS w 1 FY201 1 FRAME HEAD 6063-T6 N .500 .715 3/16' 1.. 2 FY202 1 FRAME SILL 6063-T6 - o i- 1.434 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z j ce 813 N N 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - r [.016.2 tEu � 5 FY10t AS REOD. FIXED FRAME JAMB 6063-T6 -1.718IL 3.249 .062 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - IL o 0 140 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - liI S V 8 FY206 1/ VENT JAMB STILE 6063-T6 - Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - Q IL •813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6r - 2.095 .519 .130 IDA FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - Q'IL �M 2 1.1401.610 1.250 _ __ _� 11 - AS REQD. REINFORCING BAR STEEL - O 0 71�9 _ 045 803 .045 8O3 12 - AS REQD. REINFORCING BAR STEEL - c 0 I N O1 FRAME HEAD I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. Q W}+.U a 1.140 2.2 1.047 �I 1.047 14 FY208 4/ VENT ROLLER HOUSING do GUIDE CELCON - M I 'aft 062 15 FY209 2/ VENT ROLLER BRASS - Q W j 1.1401.610 219 118 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS � U o 813 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB V J aO)i O8 JAMB STILE 20 030OT190 AS REQD. BULB SEAL Q-LON SCHLEGEL 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 z N 2.063 2 in 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, OUROMETER 65±5 W M 3.876 078 2.501 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE Lj- 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN do ASSOC. $ t 25 18 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS ~r- Fri I 1.140 062 1.340 26 WA2L 2/ WDW. WEEP VALVE = PREFERRED ENG. PRODUCTS g to M N t E-1 27 1/ VENT 5/16' BOX SCREEN OPTIONAL 0 o M 500 Ji L1.344-4 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL ZIRn00329 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 4n Z Fes---2.750 0 O7 fn MEETING RAIL O " O2 FRAME SILL 8 Warn M• 2.1887 • 0000•• I • • • . 1.314 0000 • • • ••••i• .250 1.422 0000 • i o i••••i .340 .312 .062 1.202 •••• 4� a • • r•• C U d o 0000• uu N 2 N • • .062 ••�• O m � � O 00009 S a 0000•• 1.375 Cl•• • y � •� �3 SILL TRACK '••: � � � 3 � � w•••i• O FIXED MTG. RAIL •.••.• .500 1.187{ .750 m c z a M �� g0000 062 0 t m U O W .062 o 2.750 2.812 2.812 2.750 E r• JAVAD MAD 2.688 ^9 PRODUCT REVISED CML AHv u o a9 complying with the F10dh N a FLA. PE 70592 13ttildittg Codev. o _ 062 C N. 3538 Acceptance No .500 j]769 1?x iralion Dau ' c 41 t874 4� 4.969 `� MJ,u Dade Product Cotttr drawing no. 1.687 1.688 2.611 .QUI_ 15 W09-12 O MOV. FRAME JAMB 5O FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER sheet 6 of 7 2 750 1 067 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �U w 1 FY201 1 FRAME HEAD 6063-T6 N I 3/16' 1„ 2 FY202 1 FRAME SILL 6063-T6 - rn 500 .71 1 434 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z j 813 iv iv 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 •062 � 5 FYtOi AS REOD. FIXED FRAME JAMB 6063-T6 - rQ � n al 3.249 IL •062 1.718 1.14p �1 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 0 0 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - a 8 FY206 1/ VENT JAMB STILE 6063-T6 L C VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - •813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - rf 2.095 •519 p-•130 10A FY110 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - Q'&le M 1.140-1-1.610 1.250 C) .719 I � IL 111 - AS READ. REINFORCING BAR STEEL - O '719 045 803 .045 803 12 - AS READ. REINFORCING BAR STEEL - G O1 FRAME HEAD �- 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REOD. 2.246 I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON Z f 1.140 1.047 -�I 1.047 � �M 062 15 FY209 2/ VENT ROLLER BRASS - Q m ri 1.140 1.610 16 FY210 2/ VENT ROLLER PIN ST. STEEL - .219 10 GLAZING BEADS 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1,344-d18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS � U o 813 19 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAB JLn OS JAMB STILE 20 Q300T190 AS REOD. BULB SEAL 11 Q-LON SCHLEGEL : 1 058 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 2.063 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 W M 3.876 078 2.501 1'250 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. t LL 25 /8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS = (n aro 1.140 062 1.340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS $ L 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL `i a o I� 500 Z L1.344 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 3 If 00.29 - 2/ LITELRE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A "' 3 Z}' ,n 12.750 O z ,1 j M O7 MEETING RAIL `i U 7 w _j 2.188 O2 FRAME SILL � W'a)M 0� � 00.00• • -1.314 0000 • � • • 0000•• • 250 •.•• • U U • • 1.422 1.202 ••• z 11 Zi I° 000000 49 340 .312 D062ter•• • C (o(ff� s o 0000•• 0000 O U N z N 062 • • G1I �O 5 LID •0.0• •• • S a 0000•• 1.375 •0•• U n < 1�3 �• t�3 SILL TRACK • CL 3 w••0i• O FIXED MTG. RAIL 500 T1.187 .750 � O M 0 0 0 0 .062 062 0 o 2.750 2.812 2.812 2.750 Engr: JAV D MMAD PRODUCT R13VISED a u o 2.688 as complying with the FlOdh `� N a FLA. PE 70592 Building Gbde o _ r.062 C N. 538 Acceptance No(S a f?-x iration Date $ Y .500 69 9° a v u i' By I drawing no. t.874 968 ` t4k lladc Product Cmitr 1.687 1.688 2.611 ' , �� t.1_ W09-12 MOV. FRAME JAMB O FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 17 17 V0 < i rn 3 Z a / J °En v �c 00 a aq 01 O '�� c� a z W o 4. z C► aWH J v T J a FRAME TOP CORNER co z W VENT TOP/BOTTOM CORNERS ~ W Nyco t7 $ 3 �M a c' 10 O, N Z u'- 3 z o 0 J M o U -W Warn m • •••• �' • ig to 0 Ln • • •••• 2. a ~ • • u u $ ••••• C •*004 • V0000 • ;3 • X3 Z4 z z •••••• •so • • • • •••••• av� .n 0 G n oT ui •� � 0 0 0 0 0 a m a o W -• o Engr. JAVAD AHMAD PRODUCT REVISED CML As complying with the Florida % N a FRAME BOTTOM CORNER FIA. I E # 70592 Building Code o C . 3538 Acceptance NolS'0 Z.S.405 ;; �, EX a P iratioa Date j� 18L"'d -1 [-�5 � Dy d 2015 drawing no. W09-12 FIXED MTG. RAIL CO NEER sheet 7 of 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS T9INDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' � N 090" Interlayer 090' Interlayer WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) Butocite PVB SentryGlas 24- 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 O By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' 30- 75.0 80.0 80.0 90.0 37" 26• 75.0 80.0 80.0 90,0 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS 36• 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 _ 1 o. 42" 36" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 0 O U SILICONE SILICONE 48 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 DOW CORNING 899 a �t GE SCS 2000 GE SCS 2000 54' 75.0 80.0 80.0 90.0 37' 38-3/8" 75.0 80.0 80.0 90.0 ag p v_ z 00 z °D 60' 75.0 80.0 80.0 90.0 53-1/81 75.0 80.0 80.0 90.0 Q t i 1 88' 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 v p 4 fi i !j 'a 4 i :j 72- 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 2 !j 5 0�, !i !i 5 24' 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90,0 a Q Ij Ij AT 1/4 POINTS !I !I AT 1/4 POINTS " 30' 75.0 B0.0 80.0 90.0 53-1 8 -5/8 Q �I 0 iA li 8 ON LITES WIDER ii ij 8 ON LITES WIDER / ` 71.3 76.0 80.0 90.0 0 N THAN 36" ONLY THAN 36' ONLY 36" 75.0 80.0 80.0 90.0 74" 71.3 73.1 80.0 90.0 � LL 42' 48' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 48' 75.0 80.0 80.0 90.0 37' 63" 75.0 60.0 80.0 90.0 Q p X 1-1/4- SMS 18 X 1-1/4" SMS 54 75.0 80.0 80.0 90.0 53-1/8- 67.9 72.5 80.0 90.0 AT 3-1/2" FROM ENDS AT 3-1/2- FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 AND 10" O.C. MAX. AND 10" O.C. MAX. -� 66" 75.0 80.0 80.0 90.0 37" 76- 75.0 80.0 80.0 90.0 o GLASS TYPE 'C' GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8- 67.9 69.9 80.0 90.0 `�.' J GLAZING OPTIONS 24- 75.o eo.o eo.o eo.G N 30• 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 W W g 42" 80. 75.0 80.0 80.0 90.01z 8 48" 75.0 80.0 80.0 90.0 a 54" 66.8 71.3 80.0 90.0 g N n �S r' � 60' 60.2 64.2 80.0 90.0 L 3 ro M 66' 60.2 64.2 80.0 90.0 i CC Qo - WINDOW WIDTH WINDOW WIDTH W. WIDTH 72" 60.2 64.2 80.0 90.0 r 24" 75.0 80.0 80.0 90.0 ••• �■ • 0- - r --- -- 30" 75.0 80.0 80.0 90.0 3 I36' 75.0 60.0 80.0 90.0 LU■42" 72" 75.0 80.0 80.0 90.0;, 48' 75.0 76.6 80.0 90.03 54' 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTEDVERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.60' 60.2 64.2 80.0 90.0 ••••• � • •• 24" 75.0 80.0 80.0 90.0 $ ••'••• WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30• 75.0 80.0 80.0 90.0 ; .' coo :••..: �l 1 36- fK" 75.0. 80.0 80.0 90.0 •• o o • Fn- , , 42- 70.0 70.0 80.0 90.0 0 3 S 48- 65.6 65.6 80.0 90.0 m / , , Z 54' 64.3 64.3 80.0 90.0 J 24' 75.0 80.0 80.0 90.0 # # �W.. WIDTH�{ 30" 75.0 80.0 80.0 90.0 C 36" 96' 75.0 76.2 80.0 90.0 NOPE; .� v !0- -Le o 'aooa 42" 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE Z m o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 90.0 'i 30- 75.0 80.0 80.0 90.0 r %KVAD AHMAp , o 36" 108' 74.5 74.5 80.0 90.0 CML asRcom Complying with the arbtt N z ` Rt. E. 0592 Building Code 42 61.5 61.5 80.0 90.0 � o i5. Jo 3 3 3 Acceptance No 5' Ti L J 24" 75.0 80.0 80.0 90.0 s��i ation Date * J 30- 120" 75.0 80.0 80.0 90.0 LE -6 1151 C3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 ti ado Browing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JU L 2015 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. W09-20 sheet 2 of 5 TYPICAL ANCHORS I BY WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 D BUCK �V 8 STRUCTURE SEE ELEV. FOR SPACING OR 0 d . v d a :.v`'- I MIAMI—DADS COUNTY APPROVED WOOD RE N 'd a' •'• °' .a_d a s ° MULLION dt MULLION ANCHORS a•'• . a 4 - • G • •• SEE SEPARATE NOA Z 10 � a g o Lip ILS Igo LL Ig I !1 :rte :tN v=i 0 a �y pa C {k I j j TYPICAL ANCHORS TYPICAL ANCHORS 0 pI`p j SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ii !iIL !! ' TYPICAL ANCHORS: SEE ELEV. FOR SPACING I! !� WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy=155 KSI) J OR WOOD STRUCTURES J AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS v 3 J n !� !! 1-1/2" MIN. PENETRATION INTO WOOD �$ !! !I THRU 1BY BUCKS INTO CONC. OR MASONRY $ !i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY F_ i! !i DIRECTLY INTO CONC. OR MASONRYLa W 0 !� �? 1-1/4" MIN. EMBED INTO CONC. OR MASONRY N z $; $ $ W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �j' 00 o M cr z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") jj � �1 li !i INTO METAL STRUCTURES cl3"x - c STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) �n • !� ! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •••• c� d.�t •••.•• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) !! !! TYPICAL EDQE DISTANCE "' •":"�. INTO CONCRETE AND MASONRY = 2-1/2" MIN. ..'. . ' : ...... !! }! INTO WOOD STRUCTURE = 1" MIN. ...• U W • • !! !! INTO METAL STRUCTURE = 3/4" MIN. ....:. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. '•e 0 o a a o •�: !i !i CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. " " , !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 1500 PSI MIN. y :I ,I 2 i i ii �;U�! �2 3SEALANT; �OALL JOINTS AND FRAME CONNECTIONS SEALED WITHJOINT SEALER. z I I Engr: JAYAD AHMAD ^•°=: a} '' `° ! 4 i d II a• °a d •• _ a p .> I •, ' p CML R n ascomplying wi!lh IN FlMMa892 gCoddda �CJ1 53Q-0715 J0cceptaneNo JUL Duildin AExpiration Dae d By TYPICAL ANCHORS TYPICAL ANCHORS Mim &Pruddp ad' row_NEi ng ox LOL nd • SEE ELEV. FOR SPACING Ks FOR SPACING —20WOOD BUCK o�. ` sheet 3 of 5 ITEM PART / REQD. DESCRIPTION MATERIAL MANP./SUPPIIER/REMARKS V • 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-76 - 4ft N 2 FY302 AS READ. GLAZING BEAD- 7/16' GLASS 6063-76 - I 3 FY303 AS READ. ANCHOR COVER 6063-75 - 1/8' THK. 6 Z A ALUM STRAP J 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 Q 5 FLB-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS a O M U 7 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONAL , 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A �' p LL D 8' Ix Q48 oc 3° ,. WELDED JOINTS IN U 0 v J � MIAMI—RADE COUNTY APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Lu W- CORNER DETAILS m U) w i* rr U) w^ 0 V) 3 (0 N O o 00 — . I Ld .... $ W rn TYPICAL ANCHORS '••• ••••• SEE ELEV. FOR SPACING • ' .••. • . • •.••• WINDOW WIDTH WINDOW WIDTH 1/4' MAX. •• • • • •••• s •••• • • 1/4" MAX. SHIM (n t� ••••i• 1/4' MAX. SHIMS TYPICAL ANCHORS • C �' I� o • • SHIM O SEE ELEV. TYPICAL. ANCHORS '••' W • • FOR SPACING SEE ELEV. 0S o FOR SPACING tc 3 r p 2 z v. iri S � n METAL p o o d - STRUCTURE H i3 '0 0 0 p--------------------------- > ..-..-..-.._.._..-.._.._.._.._..-..-..-.._.._.._.. .._.._.._..-..-. O t m U O 10 - - -- - - - - - - -- - - - -- - -- ........................ ... - - - - - v WOOD 8 K v o+ R 9 CIVIL PRODUCT REVISED +� WOOD STRUCTU - - v En�JAVAD AHS as complying witfi ilio PIOfWY C A Building Code o 18Y Acceptance No M 'O 1~J�10� 2 EXTERIOR ? WOOD BUCKS Ex irationDate A. 1 a BY mii ade Product t^o�4 drowing no. D.L. OPG. .. _ . .. � 1)0 201a W09-20 WINDOW WIDTH sheet 4 of 5 . • METAL �u STRUCTURE N ' TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS a• Z SEE SEPARATE NOA J WINz 86 RA Lb I Mi ALT. pr0 O � 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 Z ui au f � U �J J J jr N W Of 00o M 3'. toM m to m 1/4" MAX. 'm SHIMS ALT. • �3• so ••••so •• C7 Q •� • • Q V • ••• ••••• 7.,7 • y ••.• S L" f W • • t/f Yi faJ •.•••• 0 0 TYPICAL ANCHORS • • o a9 :**so: SEE ELEV. FOR SPCING . . • Si O . © ° ° � � � o 0 0 ALT. Hca moo in I �d INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD PRODUCT REVISED A CMLcomplying with dv Florida `i N FIA. Pt # 70592. Building Codc "a - v CA we Acceptance No I5'0 l 5.Ifl i Ox tration Date f q u V .O o v * r I U Q 2015 Byis A02"KA K 'TYPICAL ANCHORS JMiami ade Product drawing no. SEE ELEV. FOR SPACING W09-20 sheet 5 of 5 0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'O. GLASS 0 .090" Interloyer .090" Interlayer I Butocite PVB Butocite PVB By 'Kuraray America, Inc.' By 'Kurcroy America, Inc.' 0 ti 3 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Q2 a a W SILICONE SILICONE a 6 z m DOW CORNING 899 z m DOW CORNING 899 0 u 26 26 a) 14 8 rn m 4 8 I �I C t ti � , iI I\ 0 t II C&>M I t ,i III. C a4a ir r 34 0 .0 d SETTING BLOCKS AT LAM. GLASS Q w 4] READ. FOR WIDTHS EXCEEDING 36" ONLY. �LL A — — ' NOTCH GLAZING BEAD LEG TO ..1 0 J CLEAR BLOCKS a �j GLASS TYPE 'G1' GLASS TYPE '112' � J � 1/8" TEMP. GLASS o - 5/16" AIR SPACE g 1/8" HEAT STREN'D. GLASS W n .090" Interlayer v Saflex Clear And Color Glass W } By 'Eastman Chemical Co.' w z N Woo ~'n 1/8" HEAT STREN'D. GLASS Nn SILICONE o O o M I D in i m DOW CORNING 899 Z 3 LL co Co vNj 26 ST. STEEL C� METAL SPACER m 15 g _ () vle ..10 • \ WrnM W • —V4 .... 35 SILICONE .. • • SERIES 600 0 4\ � I I � �•• ALUMINUM OUTSWING ENTRANCE DOOR \ .• ••••• SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SETTING BLOCKS AT INSUL. LAM. GLASS .• . . ..;..' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •• •I N • • • STAND ALONE SINGLE SIDELITE SEE SHEET 3. • SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. :. 2 ,- LOWER a o LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' g n ...... APPLY TO ENTIRE SYSTEM. PRODUCE REVISED A • M lviwplylj with 1Mc Flarila '• � 7 � • i••••� DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION A�ig G Ne 15-GL�3.13 ' RESISTANCE IS REQUIRED. Ac p 1tiy 2e a L>fcrwlw �.�$ 19 y N n � 1 N "0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �S , �M�� g C �b lV o N o 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 51111141W PA* t o o lcow0 HURRICANE ZONE (HVHZ). L Q m U 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eng : JAVAD AHMAO r o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE N07 REQUIRED. FIA. f IVII c n PE # 70592 CA.N. 3538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE d NOT PART OF THIS APPROVAL. v g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S2015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12_08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9 Vu 39 3/4" MAX. 76" MAX. 37 3/16- MAX. OODD FRAME WIDTH FRAME WIDTH FRAME WIDTH N HEAD do SILL ANCHORS 0 AT STILE ENDS 0 z 12" (4) AT 3" O.C. 12" 12" E+ W 1 a 5" MAX. ' 5" MAX. ' 5" MAX. MAX' d HEAD/SILL A SILL HEAD/SILL A SIFAD HEAD/SILL HSEAD ILLO U CORNERS CORNERS �'` �� CORNERS a ` C I I Vo � \\ G a Q o II 1! I! o IL--I�---- C z LOCK OR OPTIONS / I I LOCK OPTIONS /-II----- (OPTION 2 SHOWN) / II (OPTION 2 S W T H i I Q W II, SEE SHEET 7.1 � SEE SHEET 7. w Iy w � a / ij� FOR DESCRIPTION / FOR DESCRIPTIA w '/ 0 'XfiI N uo = n i n O II / OD = M Y n / /IY i� �d n o Al v U o o, co __ II CD 40 _j /' O W m �o -I ` ,�0) 03 ool '/' N ' � , Ir N J V 2 u..1 W n fa0 Loto M 01 B \\ EB rq Q 0 oM z � m I I ACTIVE INACTIVE ACTIVE c Z} o O d.J ".3 SURFACE APPUED T . -Im z SURFACE APPLIED m m z SURFACE APPUED 07 Up I j �� ' ••••:• FALSE MUNTINS OR 26 15/16" �d o FALSE MUNTINS OR 26 15/16" 26 15/16" �d a FALSE MUNTINS OR 32 3/4" . vi .. DECORATIVE GRILL D.L. OPG. °D v DECORATIVE GRILL O.L. OPG. O.L. OPG. '� c4 DECORATIVE GRILL D.L. OPG. iO • 060110:6 MAY BE USED MAY BE USED MAY BE USED 37" MAX. :000*: 37" MAX. � . LEAF WIDTH LEAF WIDTH M (XX) (0) .. . + i . 6...• .. • � t N • 6666:• STAND ALONE SINGLE SIDEUTE .. . °a R • SEE SHEET 3 FOR CAPACITY . 6.66:. DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF � • SINGLE DOORS (X) DOUBLE (XX) : _ :6666: DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS 0 6 • FRAME LEAF FRAME FRAME LEAF FRAME rttODUC 1'R£VISEO •' WIDTH WIDTH HEIGHT '(+) INT.(-) WIDTH WIDTH HEIGHT EXi.(+) INT.(-) a corpiyls�wllk the F1or1A� m 39-3/4- 37" 98" 70.0 75.0 bm"NtCo�r10 1S'0603.13 g a N o 0 76" 37" 98" 70.0 75.0 ��I�..F•6 � 20 cam v JW .. "IpJabd Cowd GLASS D.L.O. DIMS, a of D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr: JAVAD AHMAD ,I, , CIVIL D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA. PEV0592 0 N, O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH -- 22.125-)/2 CAN. 3538 � $ �� U a NOTE: 042015 a l NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) W12--08 AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 V 8 DESIGN LOAD CAPACITY - PSF 148' MAX. � OD LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD do SILL ANCHORS I SIDELITE SIDELITE WITHOUT SIDELITE SIDELITE AT STILE ENDS FRAME FRAME FRAME FRAME WITHOUT WITH CLUSTER OF (4) AT 3. O.C. Z RC WIDTH HEIGHT WIDTH HEIGHT � J REINFORCING REINFORCING REINFOING 6" (4) ANCHORS zd 12' to I INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL _ 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5" MAX. TypQ HEADO N o �7 Gj 0 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL F _ A SILL - 0 M U 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 CORNERS -``% 0 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ` ` ` O F 42 61.7 66.1 42 61.7 66.1 61.7 66.1 / ; i D I- 24 70.0 75.0 24 70.0 75.0 70.0 75.0 p 30 70.0 75.0 30 70.0 75.0 70.0 75.0 II II / i i \ a > 4 c 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 24 70.0 75.0 24 70.0 75.0 70.0 75.0 Z a 30 92 69.8 69.8 30 92 69.8 69.8 70.0 75.0 H 11 / 11 36 64.1 64.1 36 64.1 64.1 70.0 75.0 0 ====�t===== 37 63.3 63.3 37 63.3 63.3 70.0 75.0 oa �,�'. / 11'�' I I °0 �' co a �' (n 24 63.3 63.3 24 63.3 63.3 70.0 75.0 j. O Irl/ I 1�/ I I ,M / D �/ V o 00 J I I I I I i N .... �.) N 30 57.8 57.8 30 57.8 57.8 70.0 7598 98 .0 co -I I( I I I 1 � J 36 53.1 53.1 36 53.1 53.1 70.0 75.0 -----Ir----- \----T1----- I I N 000 0 37 52.4 52.4 37 52.4 52.4 70.0 75.0 II 11 V � o REINFORCING \ / W r� AS READ. i i \ i i LOCK OPA S a .. SEE CHART _==�z==== -___ ___= i i 11 OR/#2 ``' w I I 11\ I I (0 )9N 1 S 0 ) 2 N h co I I 11 I I SE SHEET 1 VI r` DESCRI 10 3 a p oM I I J I 1 1 - 344L °p INACTIVE 1 1 ACTIVE 41 cn V 'A Q 39-3/4- MAX. (SINGLE) SURFACE APPLIED _/ Cn SINGLE SIDEUTE WIDTH SIDELITE WIDTH J. 76- MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16- U2A W •`x •• DOOR FRAME WIDTH DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. 'O •S ••"•' MAY BE USED NOTE: •••••• 37" ►ROIIUCf REVISBU • • •• • FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH K cooplyIng wilk Ike Fbrlia '• .. ....• 1""ag Code FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4- MAX. (SINGLE) No 1 0 0 •Cy?� ""'• LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76- MAX. (DOUBLE) ��lfllf{M aft 1 • • o V •••••• C p� N - • WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH R �s1" t-�y�� !• • ° a �o ore • • MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 1 lot 11 j(j N Yf h GLASS D.L.O. DIMS. to N N O.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" o o g D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438- c a m u ns o 1 Engr; JAVAD AHMAD n o CML ev PE / 70592 NOTE: 0 AN. 3538 � [R--01i� � -" GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 04 206 drawing no. AND FLORIDA BUILDING COMMISSION 12`08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 PROPERLY SECURED 2BY WOOD BUCK o 9/1 S" MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK OR �U way THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE PENETRATION FOR SPACING EDGE DIST. METAL p '4 + SEE NOTE SHEET 1 I • p: • - n ' . ` EDGE I EDCE DIST. STRUCTURE c� r r� ~a 1 7ir�lc�n La Oa25I 1 vl vi O v� pu. Ovi ' Iil w cnG26 2 CHORS TYPICAL ANCHORS TYPICAL ANCHORS a In VTIONS SEE ELEVATIONS SEE ELEVATIONS O p• Q Q FOR SPACING FOR SPACING FOR SPACING O 7 ------------------ 1 Q3 I I MIAMI—DAO£ COUNTY APPROVED t l N g II CLIPPED MULLION I I '� M g J "SEE SEE SEPARATE N A j l Q w 5: J c° J 0 08 o V p g GLAZING OPTIONS W n SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS b "" W FOR SPACING z a ap 0 o 0 10Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS tot m M = MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O on n W o W THEM TO THE BUILDING STRUCTURE. O Z . -'w � oFq 3 0 Z4' tn W TYPICAL ANCHORS: SEE ELEV. FOR SPACING so O 14 s 7/4" DLA. ULTRACON BY 'ELCO' (Fu=t 77 KSI, Fy=i 55 KSI) W w ••••;• W rn.� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •• •••'•' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) *ode o :....: THRU 1BY BUCKS INTO CONC. OR MASONRY rItODUC f REVISED • 2 W' ' " "• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) er c"plylalg wttA the FTurt& o it do- ••••• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) bvi&jt wt 1 -e :f u ;t C C N a. • DIRECTLY INTO CONC. OR MASONRY Dat • - a f? a '• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) g .••••. 7A 7 1-1/4" MIN. EMBED INTO rLCONC. OR MASONRY (JAMBS) C Ix T • • • • 9.14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) © 33 I I 2s 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") I I � p N o 0 INTO METAL STRUCTURES 2 4 0 $ 13 I t STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) a m 2g I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS v=, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N J TYPICAL EDGE DISTANCE Engr: JAVAO AHMAD Y o CML INTO CONCRETE AND MASONRY = 2-1/2" MIN. N. 5 8 � 592V. o n 10 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. �). V 4 ZM V EDGE DIST. TYPICAL ANCHORS 1/2' MIN. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. drawing no. THROW BOLT FOR SPACING CONCRETE AT HEAD, SILT. OR JAMBS f'c - 3000 PSI MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. W 2-08 sheet 4 of g� ° 1/4- MAX. o / © CONCEALED FLUSH BOLTS O 1/4' MAX. w SHIMLEVERS AT STILE FACE SHIM 0 3 1I TYPICAL ANCHORS . WOOD BUCK I • � 3 SEE ELEV. 16 Z ACTIVE LEAF FOR SPACING v' z a 26 13 N o 24 O O • e W U �N o' LZL ffllll Q , •� TYPICAL APIHORS v SEEEV w FOR SPACING D O d Q o 23 �; .• •: 0 ��O 25 EXTERIOR • .0 cl 19 9 O.L.O. au Q � METAL STRUCTURE 37' MAX J (7 M SEE SPEC SHEET 4 LOCK OPTIONS Q LEAF WIDTH /1 OR #2 39 3/4' MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION 1/4' MAX. U o SHIM � J N 1/4* WAX.. co . C SHIM ' CONCEALED FLUSH BOLTS E 00 CONCEALED FLUSH BOLTS ``� (N v 3 LEVERS AT INSIDE FACE OFSTIIE 2BY WOOD 7URE Ctc TYPICAL ANCHORS LEVERS AT STILE FACE SEE ELEV"'•` WOOD STIR W FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF EE NOTE EET 1LLI LIC " • z � �0�0 28 13 26 3 co c°iv 0 O M N I Z �LL a°°o . Q 3 O ••d• �O� W b 0 Y•�•1n4 z in Ld W • _LLJ '.: •• 23 • • • 25 TYPICAL ANCHORS • • • 13 •••••• 9 11 10 SEE ELEV. •• • • • • 19 D.L.O. D.L.O. FOR SPACING • • • LOCK OPTION X12 2 x .••.. LEAF WIDTH EXTERIOR • LEAF WIDTH •• ° PS • ...... 76' MAX. • u a 41 • • • • DOUBLE DOOR FRAME WIDTH •.• ai 60 . ••i 7i • . ED 2 POINT LOCK ASSEMBLY—\ POINT LOCK ASSEMBLY as complying whitSD MeFlorid& LrdlegC�de bir �, AccetNsoce No ti -06a •1 C A N N INACTIVE LEAF ACTIVE LEAF Ftpks m Date 2.0 L% o ry o rn ooh (L L 0< m U 26 MSI Pwhv" CAN" N •_ En9r: JAVAO AHMAD lul cul CML i i�J'-- -J�� --i- I i_i FLA. PE 1 70592 N r-•- ' 1'; f; -} y AA538 0 "� L- T-ii�__�-z -_r-� i i T • O Y IIIA IIII O m $ V IL EXTERIOR 2Q�5 drawing no. W12-08 DOOR DETAILS LOCK OPTION 1 sheet 5 of 9 o U TYPICAL ANCHORS o SEE ELEVATIONS 1/4" MAX O 1/4" MAX. I FOR SPACING N EDGE DIST. _ SHIM 5 SHIMIt/,BY Z TYPICAL ANCHORS . WOOD BUCK Q j SEE ELEV. ~ n 09 FOR SPACING 16 a C� U; 2 wTYPICAL ANCHORS 0 0. 404 o j , SEE ELEV. a r FOR SPACING N pp • w LW c 14 EXTERIOR 4 D.L.O. Q W ei METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" HT. — a MAX. SINGLE SIDELITE WIDTH IitODUC f REYISBD v U r comptyint witl the Florida J �n boldioh Cob o v1 Aempla"t No lS-D Lea•i 3 LLJ g � GLAZING OPTIONS 18 RE RFOORDCING SEE SHEET 1 #12 SMS 1/4" MSX. O AT 5" FROM ENDS O SEE SHEET 3 z co S2 SHIM AND 11" O.C. MAX. 3 5 'o� N 5 6 3 t7 °� w Q o O 0 n tn Lo J a 16 Z 00p0 16 _J 3 Z L w s �j 26 13 � O 1'J Y W �i�• .••.�• TYPICAL ANCHORS L" ••• • • • • SEE ELEV. .c0 . : _ • • FOR SPACING .� ••• • '" • • ••••• 23 • u • • . ' •• • C wa • •••••• 14 15 25 ••• • 4 • •� D.L.O. 19 9 D.L.O. ; W ....:• a 4n EXTERIOR LEAF WIDTH '.. 39 3/4" (SINGLE) N N h 76" (DOUBLE) c 0 SIDELITE WIDTH o MAX. DOOR, FRAME WIDTH y 0 -A o g O MAX. UNIT FRAME WIDTH _N Engr: JAVAD AHMAD y CML 1 22 \ FLA. C CAN.1538 92 0 y ii § LIT±m .......a........................... Ll if V u drowing no. ° TYPICAL ANCHORS S ' 42015 W 12-08 EDGE DIST. SEE ELEVATIONS FOR SPACING FOR DETAILS sheet 6 of g ITEM # PART READ. DESCRIPTION MATERIAL 3tANF./SUPPLIBR/REMARKS �u W 1 E601 - DOOR FRAME HEAD/SILL 6063-76 - o 2 E602 - FRAME COVER 6063-T6 - a 3 E603 - DOOR FRAME JAMB 6063-T6 - Z j 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - H 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - n I 5 E605 - StOELITE FRAME JAMB 6063-T6 p 0 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - Q 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 V p M 9 E609 - LEAF HINGE STILE 6063-T6 - O�Q raf 10 E610 - LEAF LOCK STILE 6063-T6 - Q 03 't 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 0 n 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 -- LL Z H 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG Q 14 E614 - GLAZING BEAD (5/16" IAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - U a 16 E616 - SNAP COVER 6063-T6 - �. J in m 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 'co o 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 - uj 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W 20 F01202 -- FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21FBR9145S - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. w 2 W 03 22 112 SMS AS REOD. FRAME ASSEMBLY SCREWS - - �j r, 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS FH SMS O O M in 24 - - 3/8- DIA. THREADED ROD STEEL - I Ln 25 W11323 - PILE W STRIPPING WOOL ULTRAFAB Z iJi co 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM $ 3 Z 0 0 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 0 it 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. ; LU rn�'-3 ....:. 29 E622 - FLUSH BOLT CUP NYLON - • � _0000 • • 30 DLOI RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK •• •••••• 31 OLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC ••• • • 33 #10 X 3/4- 2/ ADAPTER FH SELF DRILLING SCREWS - - •• • •• • 34 - 2/ LITE SETTING BLOCK, 1/4- X 1/2- X 4- LONG EPDM AT 6- FROM EACH END, DUROMETER 80t • ••• 35 - 2/ LITE SETTING BLOCK, 1/4- X 3/4- X 4- LONG I EPOM IAT 6' FROM EACH END, DUROMET£R 80 • • •• �i • ••• Is o a • U a � • SEALANTS• ••• D • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • SCHNEE MOREHEAD JM5504 SEALANT. ygovucrREVISEDbodIdS C061 N N n eow>p yfft With the FTorlde ° o m ooS • &% N Engr. JAVAD AHMAD M*W Na n etCM1l1'o1 CML j FIA PE U 70592 0 C N. 3538 a drawing no. , EP 4 2015 W12--08 sheet 7 of 9 LOCKS: y�V W Go OPTION. OPTION A2: Im rI ACTIVE LEAF: ACTIVE LEAF: 3 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE A (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM Lo 1/2' DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON g ! ol. AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM tl N O THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' G 9 a 0 LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM Q N 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2" FH MS VV 0 HEAD AND FRAME SILL C&� M THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS INACTIVE LEAF: G 0. Q Q LOCK LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 0 4311- 1/2 X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL .O q MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE3 F OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM 1 Z LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS 1 I�il I 1 Ln o 00 LLJW Iv rn o O uNi I cl PRODU3 co lCz *Wilk 00 as lk The Florwa o Z GM � 3a I I I Rtta]ilvm"Dote__3 F' U .�w -j •••••• ACTIVE I INACTIVE I I ACTIVE ACTIVE INACTIVE ACTIVE 1S tiK • N lJ l •• • yt� Y O • •• • O y •••••• C� N • • r • �•• • W • =••••: • y N n v1 •� o00 �i d C a m v HINGES: _ N 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE Engn JAVAD AHMAD n r o PART #FD-107 BY SULLIVAN & ASSOC. F� PE # 7059Y c 3 HINGES PER LEAF J8, BOTTOM HINGE AT 10-1/4' FROM BOTTOM .2 TOP HINGE AT 11-3/4" FROM TOPrCENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH 010 X 1- FH SMS drawing no. (5) SCREWS AT HINGE STILE W12-08 (6) SCREWS AT FRAME JAMB sheet 7.1 of -9j 4.000 1-1.750-1 (1 0 {�V w .078 � � � .519 � .394 � .130 � � o 625 803 .045 .803 -.•i�-.050 .803 .045 ' �_ N_ I .078 I O 3 1 5 4.031 1.047 1.047 1.172 Fes- a -Y 4.750 Q o I 9 0 M 0 2.062--=i 14 GLAZING N BEAD 14 GLAZING GLASS Nsu BEAU t5 GLAZING GLASS o t DOOR FRAME HEAD/SILL C 1.507 V p 4.000-- "1.507 CYOo I DQoo 7 LEAF TOP/BOTTOM RAIL 0 41 r.a I 1.625 4.719 19v. 078 J �MQ 4.781 11 L 3.719 078 a o78 1.750 1.507 ^ 8.250 1.500 - U o 7.531 312 � J 4.000 S co vi CD T19 LEAF HINGE STILE 062 pRo[1UGfBEVIMP �W' o h-.750- 507•i 5.344 mn�S�ith lke F OMA W 4.000 s ai LEAF W'STRIP ADAPTER Afte0 Cp�ts � `.f3 Z >- W co LL -�+L1 I r O .094 ,, tSls.. 3 to N I1bd! t Cerh+l 00 o M Ln SIDELITE TOP & BOTTOM FRAME I Ln 2.081 1.750 1 507 1.750-�I 312 .442 Z_ 3li 078 •329L-F � 3 Z o 078 7A in 9" BOTTOM RAIL O 1.584 0 ¢.�. 1,s12�1 10 LEAF LOCK STILE 1.So7 LEAF ALIGNMENT BRACKET 750 ••• •'•••' �' 1-.281 ••• . . . • z ••••••FRAME COVER 5.344 .. �{ .078 375 -�{ • • I 1.687 I •. • ...•. T �m . • 2.081 .125 •. • •••••• 050 1.197 1.507 1.750 1.574 125 3.781 • ••• o • • 3.719 : W w w ••••:• .078 � ' � � • • • .154 ' m ••••" 4.000 •• 0 z : . • • 1 t 13 LEAF CLAMP is SNAP COVER LEAF ASTRAGAL STILE 9000 HINGE BACK-UP PLATE N 8.261 � d .o ni ri 1.500 1.500 1.250 18 vi a o -�j 625 - 719 -� •719 SIDELITE MULLION REINFORCING u o � � < m v N •.., .078 Engr• JAVAD MIMAD n o CML 4.000 4.000 FLA. PE 70592 a n 1.625 4.188 C.A.N. 538 d a 078 b y C 2.097 v 'D 1.507 � 078 4.000 SE Q 12015 drawing no. W 12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet 8 of 9 O 22 22 w 00 22 O N Z / O Q O o ii a ie lzo Cw D0.Qo8 Q s J K a tis � J � ir Q r^ gOoo Lag DOOR FRAME CORNER v W C z N wo- o SIDELITE FRAME CORNER SIDELI E MULLION SLIP ON JAMB CORNER O p on 00 Z 3 w CO 0 3z 0 O .� • U �w -i0000.. .. 0000.. PRODUC f mvis D •• • • ' 0 • 000+. aatospl�fKw�Ithl6e}'lorida • • • • + • plopoppol No. • `��'�//�� • • � • •0000 12 9 .. o 00000 p . ` .. . V N •0 4 ltCOrtih'� •+ •v�•iNo°LU ao(•_n toC7l n�gVc' 0•090+ . w ..9000 '904 . 00000. jo pj n a o 44 -046m C EngrJAVAD MHMAD ML 7 0592 38 vW. 2015 Browing no. LEAF CORNER W12-08 sheet 9 of 9 [ ) o �+ U 53 1/8" 53 1/8- o WINDOW WIDTH WINDOW WIDTH 47 3/8" 47 3/8" Z % D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) W a �_ I W a � a 6" MAX. 12" MAX. r„ 6" MAX. 12" MAX. v+ O o HEAD A HEAD m W HEAD HEAD m W U CORNERS 3 ' CORNERS 3 g a a (O U to 'V Q 0 � � a 0 W M Q d Q C d SWEEP LATCHES -jr -jj - tj- NN 00 a AT 12-1/2 W 3 n M o p it „ FROM ENDS ' �I Ij Z sn LL o `� 4 II B II II TYP 1 IA • II OBD NII II II ¢ m ••• W( r •• W w O II II II M • f` 3 N c0 3 J 11 11 !I N < ••• o • �7 •••••• O II II____ II ••• rr • • • cl I II II 8 „ • • 3 a 'I II II 3 3 •• � **eon ••.•• a m w ••: � ••••va�� •••••• \ _ =t===- ---=11 •• moi► ••••:• Go 'z- M o -- it �' II ■ _ �•• •o •• W . O II 11 • W • •••••• 3 ,� 2 SCI � I C �••••• II I' ;} m � Ov I� 3 II a i ISJ a o••••o > I, I I •• (n ��`• • • LJ O (n •• FALSE MUNTINS NO ANCHORS AT SILLfn FALSE MUNTINS NO ANCHORS AT SILL 0 j) (SURFACE APPLIED)—/ (SURFACE APPLIED) N Ln Z � m 4738" 4738" OPTIONAL / OPTIONAL / D.L.O. (VENT) D.L.O. (VENT) �n ¢ W} Ln SPRING LOADED LATCHESLD O s}J 50 3/16" AT 7' FROM ENDS 50 3/16" , ECO-GUARD SERIES-100 VENT WIDTH OPTIONAL TO VENT WIDTH w w a, SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL LITES TMP UNEQUAL LITES (ORIEL TYPE) 0 W DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYP_ICAL ELEVATIONS s CHARTS SHOWN ON SHEETS 2. TESTED UNITS o o a p APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c o' x $ COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o o g o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o D 2 WILL APPLY TO ENTIRE SYSTEM. ((j N h YI d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a 4) v; r'1 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY y N N n m HURRICANE ZONE (HVHZ). 50 0_.a.2 0 0 0 a m u o w WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER --� LOADS TO THE STRUCTURE. 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr JAVAD AHMAO $ o_ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML i N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA. PE / 7C592 NOT PART OF THIS APPROVAL. C.A.N. 31 0 I' a PRODUCT ItEVISSD o � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. c°Inplylo8 with �� ' v` u Building Oodc A M+ D 6 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. AccepteucoNo A �2 U , 2 3 20 5 drawing no. fix iration Datc / MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W09-08 A,09_08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 11). Y1� REQUIREMENTS OF THE FLORIDA BUILDING CODE. Iv1im) Dade Product Contro ✓ sheet 1 of 6 EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH �� w DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o GLASS TYPES GLASS TYPE GLASS TYPES FLANGE DIMS. 'A', 'B' de 'C' FLANGE DIMS. 'A' 'Be & 'C' Z 3 WIDTH I HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) O �p Z 19-1/8" 75.0 90.0 /' t9-1/8" 75.0 90.0 75.0 90.0 H W c Q i/ 24' 75.0 90.0 j 24" 75.0 90.0 75.0 90.0 /, IL O 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 00 Lu 32' 26" 75.0 90.0 32" 50-5/8" 75.0 90.0 75.0 90.0 a lu 37' (3) 75.0 90.0 37" (5) 75.0 90.0 _ 75.0 90.0Of � t 40' 75.0 90.0 = 40" 75.0 90.0 75.0 90.0 a = a 48' 75.0 90.0 48' 75.0 90.0 75.0 90.0 U) 0 W 53-1/8" 75.0 90.0 53-1/8" 75.0 90.0 -75.0 90.0 0 Q d q g 19-1/8' 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 Z W �°(�l � 24' 75.0 90.0 /' 24' 75.0 90.0 75.0 90.0j Q _Z ¢ N W LL 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 O a' L'= LL W t1- o 32" 38-3/8" 75.0 90.0 32" 63" 75.0 90.0 75.0 90.0 Z •J Z M • ., • 37' (4) 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 W •• Wi • 40' 75.0 90.0 40" 75.0 90.0 75.0 90.0 Q ••• • •• •••••• 48" _ 75.0 90.0 EQUAL LITES 48' - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPO. -I- • 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 Z 19-1/8' 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 Ln J I • • ••• •� ..I ••••an ••••• 24' 75.0 90.0 - W ••� 3�i s ••• ue ••••• vi _ 24' 75.0 90.0 75.0 90.0 F • d ' 26-1/2' 75.0 90.0- m 26-1/2" 75.0 90.0 75.0 90.0 •••••• w ••• .i 32' 50-5/8" 75.0 90.0 32" 76" 75.0 - 90.0 75.0 90.0 a LJ • •e ••••i• �a.•••• 37' (5) 75.0 90.0 Of 37" (7) - - 75.0 90.0 • V) ltl • • 40' 75.0 90.0 40" - - 75.0 90.0 •• CD (to 0 Wcoo 0 •••+•' 48' 75.0 90.0 X 48' - - 75.0 90.0 Z o; m 53-1/8" 75.0 90.0 i 53-1/8' - - 75.0 90.0 ► W O o M n 19-1/8' 75.0 90.0 Z w J 24" 75.0 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING N Z 3� Co 26-1/2" 75.0 90.0 O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 3 z o 32" 63" 75.0 90.0 _ z 0 't 37' (6) 75.0 90.0 W o 0 �W J 1/8" HEAT STREN'D. GLASS w W O)m 40" 75.0 90.0 Q U 48 75.0 90.0 0 5/16" AIR SPACE PRODUCI'ROVISED 1/8" HEAT STREN'D. GLASS aseomplyingwlththe Florida D 53-1/8' 75.0 90.0 O / Code 19-1/8" 75.0 90.0 N 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS AeceptBuilditeenceNo 24' 75.0 90.0 z .090' Interlayer .090" Interloyer .090" Inlerloyer itationDAW .. 2 F- DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PVB 9 y o o 26-1/2' 75.0 90.0 z By 'Kuraray America, Inc_' By 'Kuroroy Americo, Inc.' By 'Kuraroy Americo, Inc.' By 0 N U 32' 76" 75.0 90.0 .AI CPT uct a o W o 5 u cc 0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 37" (7) 75.0 90.0 - Z u 40' _ 75.0 90.0 O SILICONE SILICONE F SILICONE a� z 48' 1 75.0 1 90.0 z z m DOW 899 z DOW 899 i m DOW 899 53-1/8" 75.0 90.0 • V) (A _L U 16 10 g 16 II I tD 16 ' 21 U O vi �c ao ri N p � o cy I 'I 13 " !V Ih 10 0 0 0 0 0 CI Jill m U O W ,I II II ,i II SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o 8 21 8A ' 21 8B 21 Engr. JAVAD AHMAD N YCIVIL o AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS f LA. PE 11' 70592 0 s 13 WIDER THAN 36" ONLY 13WIDER THAN 36" ONLY 24 13 ALL SIZES C.A N. 38 d a NOTE: GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS CAPACITIES ON THIS SHEET ARE _GLAZING OPTIONdrawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09_08 AND FLORIDA BUILDING COMMISSION _ DECLARATORY STATEMENT DCA05-DEC-219 sheet Q of 6 TYPICAL ANCHORS 1 BY SEE ELEV. FOR SPACING TYPICAL ANCHORS ,� � v WOOD BUCK iv I SE£ ELEV. FOR SPACING v j CO 4 a „ 4•' _.n' . EDGE'01ST. MIAMI—DADE COUNTY APPROVED m e Q °• o. A. METAL D m ° MULLION & MULUON ANCHORS o 0 A • STRUCTURE {r aD d . a a d . °• £OGE 01ST. SEE SEPARATE NOA EDGE DIST g to 2 3 EDGE DIST. I o < f N as � 0- o ° 0 o t � � � � 0 1 , h e .i .' s & m TYPICAL ANCHORS TYPICAL ANCHORS Q IL Q 1 is _`� SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 IL � zy� a 20 S•� J it I I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ••• ' I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMOO 41 U ....� AND TRANSFER THEM TO THE BUILDING STRUCTURE. •" J ••"' '•:••. OPTIONAL TO •.• • N see•ii ••.••• r 112 BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING �.• .: W . 13 •� fn /4" [)IA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) ~ a-- •••••• F a B14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES fj •• • 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o N� co a, a i 3 �, N 3 (z7 a to THRU 18Y BUCKS INTO CONC. OR MASONRY E2 O o z X 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) N Z R W i 18 , I 21 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o ,° ir DIRECTLY INTO CONC. OR MASONRY O �_ M I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) of U 7 w <3 W rn m I+' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W IL - � X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 8 z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") d z INTO METAL STRUCTURES ,1 C, t, 2 V/ f/f O V Z 1 ,, t t STEEL 1/8" GA. MIN. (Fy = 36 KSI MIN.) CA m W ! v ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o U 5 N ' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m So Al0 a 6 a 1 1 TYPICAL EDGE DISTANCE o R o P6 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. I INTO WOOD STRUCTURE = 1" MIN. 1: O 15 j 18 INTO METAL STRUCTURE = 3/4" MIN. N 0 2 1 14A WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 0 0 0 0 0 2 CONCRETE AT HEAD, SILL OR JAM13S f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. b PRODUCT REVISED ns complying with the Flotlds Building Coda -o¢0 6. Engr: JAVAO AHMAO N o CML ° • 4° v Acceptance No 9� FIA PE /1 70592 N ° a. E inui Date (�O 29 C.A.N. 3538 s, By L a . M ° ° a SEALANT. ° 05 drawing no. - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER. 4 sheet 3 of 6 ITEM f PART RRQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 - FY101 1 FRAMEHEAD - 6063-T6 - ro > 2 FYI 15 1 FRAME SILL 6063-T6 - a' I` 3 FY103 2 FRAME JAMB 6063--T6 - Z %FF 4 FY104 1 FIXED MTG. RAIL 6063-T6 - F W �� Q 5 FY105 1 VENT TOP RAIL - 6063-T6 - 1 G ill O 6 FY114 i VENT BOTTOM RAIL 6063-T6 - O W U 7 FY107 2 VENT SIDE RAIL 6063-T6 - d 8 FY108 AS ROD. GLAZING BEAD (5/lb" LAM. GLASS) 6063-T6 - C BA FY109 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - MIAMI-DARE COUNTY BB FY110 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 -�— _ a 0 W APPROVED MULLION 9 FYI 16 2/VENT SASH STOP 6063-T5 - 0 a Q 0 SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 FYI 13 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - 0 y�ODD a 11A - V 1/ LATCH LATCH SPRING - ST. STEEL - Ig W k 12 SL203P 2/VENT SWEEP LATCH. AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. S ILI 12A /8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS • • •••••• • _ _ i3 - AS REDD. SETTING BLOCK EPOM DUROMETER 80f5 SHORE R • - - - - - - - - __-_ - 14 #8 X 1. AS REDD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS " - •••.•• 4; • . • i4A g8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS • U •••P 15 E207 AS REOD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB • : J •••r1' ••••• 16 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB • • _ _ _ . oor 18 W23181 AS REDD. FIN SEAL W'STRIPPING - ULTRAFAB " • •• •••••• • 19 FYI 17 4/ VENT SASH GUIDE CELCON M&M PLASTICS •o • ca W n • all 19A 16 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B • W WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI • o V)d5••: ' ' 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS ` 3 cfl� OM N 21 - AS REDD. GLASS SPACER SILICONE FRANK LOWE w O O in 22 - 1 5/16" BOX SCREEN - OPTIONAL N Z � 00 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL o } to TYPICAL ANCHORS 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL a J M SEE ELEV. FOR SPACING o U r l,1 w W rn> LJ O 1/4" MAX. VENT WIDTH 1/4" MAX.SHIMS toy 1/4" MAX. WOOD BUCKS METAL S SHIM 19 SHIM STRUCTURE W o 18 7 0 20 v.v TYPICAL ANCHORS O~ n ~ N w s SEE ELEV. TYPICAL ANCHORS z�3 a ss o 1 /2" + - - - __ - --__ - - -—- - —-—- - --—--—-- ° FOR SPACING 3 W ?" r 1 SEE ELEV. y v w FOR SPACING U z u rc in O 1 /2' t f �j a n_ n n W - - - - - - - - - - - - - - - CD NC. W O Q O N - - - - - - - - SCREEN OPTIONAL------- 1/4" N 5 0 0 0 0 0 er 3 w .MASONRY o W LF c a m o o w O EXTERIOR $ En9r. JAVAO AHMAD N n o v p' CML j N FLA. PE # 70592 c �. D.L. OPG. CAN. 8 a 1 0 WINDOW WIDTH as complyingIhe Nlo7jdal J —�. Ifj Auildin ncaN -04/1 v7 drawing no. � irolion Dsea 39 1015 W09-081 By J Miami da Produce Co Lro sheet 4 of 6 TYPICAL ANCHORS EDGE DIST. SEE ELEV. FOR SPACING w 0 TYPICAL ANCHORSMETAL MIAMI—DADE COUNTY APPROVED m I m SEE ELEV. FOR SPACING STRUCTURE MULLION do MULLION ANCHORS dp o e EDGE DIST. z 3 SEE SEPARATE NOA O J o � •• �•- �' a ZQ °. EDGE DIST. I IL QO M U w U. p� M ALT- 0 pa, aw4 0 1- r TYPICAL ANCHORS 0 N SEE ELEV. FOR SPACING Q w � Zu!_ o • W • • ••0 0000•• ••• f • N • • •0000• 00 0-1• w J • 00 000001 66.60 • • 000 m 000 cm 00000 • 3 • aP •• • � •� 0000•0 • :•• •� W ••io •• • '— �•v ••0000 •• • � � 4 0000•• O cn �M lam• • Y 0 00_ � t/a" MAX D v Z 3' .0 SHIMS ALT. ¢ 3 z M 0 Nt TYPICAL ANCHORS IU � J SEE ELEV. FOR SPACING a � d aC C. N W Ln r N i N i z O ~ W ~ W O MASONRY i W � W o W ui e ► i i pW O .d -. vLZ Q 3 v d z 3 z Rm z . e ' iri w ro a h n Oy . O O Ln 0 0 0 0 0 ALT. N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD N CML i iv a FLA. PE B 70592 CAN 3s3a PRODUCT REVISED r v ° as aotnplying wil the Florida o a a u Building Code AcceptW kcc M D t� iratlonDate Oa, drawing no. W09-08 / / By +✓ product n sheet 5 of 6 O 2.750I-1.281--�•I � V 00 I W [.062 ( l{I'I 4 I CD Z N % 1.688 .750 L.07862 14 0Q 813 2.750 Q f N a ' a 2.8121.140 O � v QQ FRAME HEADM- -1.202-1 , a � O 1.202-1 2.061 Q a 2.874 �7 oD M 0 FRAME JAM13 II A g a g a .062 2.188 1 ll1 � p 1.375 1 .519 .394 �{ �{ .130 I N I I LL Ztn _ o tcz • • 045 .803 ,050 .803 .045 .803 ••• • •• •• 1.x22 O FIX. MEETING RAIL ••• •i •••••' O8 ,.047 O 1.047 8B 1.047 U •••.o :••.•� 00 0 1.340 GLAZING BEADS ••• J •••• ••••• 1.434 ••• •� ••• � ••••• 1.250 .062 ;•• 4a W • M •• 2.063 • • ••� •••••• 1.067 062 1.140 t4 :0 (1) GI :••••: .621w O O vNi 1.140 1 v7 �5 VENT TOP RAIL 7 VENT SIDE RAIL � Z w 0, 2.027 O J ti O 1.247 w W rn m .062 2.773 1.254 1.445 1.929 1.750 .078 N N N YI O~ QFQ N W J a W L.963 � s � z 1.140 LC coo 5 L3 VENT CORNER ,DETAIL Z � � � ° O VENT BOTTOM RAIL 11 SPRING LOADED LATCH 2.974 C N n a U .,6 c ao ri Q - O Np N 0 0 0 0 0 4 u c < m 0 o w .062 m 3'002 En9r: JAVAD AHMAD N •o 0 2688 FRAME CORNERS DETAIL CML .062 n.. N 38 c 01 PRODUCT REVISED C.A.N. 38Y. 500 with Ute Florida " o Y 769 as complying --tet v N u 874 Buildlag Code A 5�. b Acccptantro No J• 500 Date tZ0 9.?'2015 drawing no. 2.750 2.611 W09-08 0 FRAME SILL 23 FLUSH FRAME ADAPTER BY Roduct (sheet 6 of 6