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RC15-2997 JOB TITLE JCAS FUND CORP R JOB NO. 059-15 SHEETMO. CALCULATED BY IH DATE NOV 24-15 CHECKED BY +ARCHrrEL MFM E= f CS12Ver2DlaO2-15 www.struware.com WIND LC3LGLATIOS t :'> »: • :..... • •.... :::: • IJNORI*� .. ;'• �. .... • • 0 0 0y '17 NW ...... ... . .::. �4M1 SH0T.............+..... . .... T : ::.. ......::::: : .....: .... • ... • .. .. .....,.', i .. • • ,. ii • ..;i; .. � • • •�.•i• • 000000 • is�... c. F. ®� ff e A o B e fiCF,Ai2, e e e AR0010458 .. ED•ARS z. JOB TITLE 175 NW 109 ST MIAMI SHORES,FL JOB NO.SHEET NO. 9ALCULATkjq,_BYIR DATE CHECKMBY DATE www. re.com Code Search t'•=kK ASCE 7-10 Occupancy: Occupancy Group R Residential Risk Category&Importance Factors: Risk Category= II Wind factor= 1.00 use 060 iVOTE: Output wllf naminaLwind pressures Snow factor= 1.¢0 uaek#k0 . Seismicfactor= :E1t3 u& . 0E# : < ....> Type of Construction . Fare Rating . :::::: Rood 0#fir': ::: : • ' • :: ••• ..... *-W4, r�i • 00 09:6 Buldnwg Georrietry > >. ...... «, • �tvofdggle(6} # t1440:deg ��• •r�• ::.. �••• •• •• Buadn 16n,,��yy,. C 1313 Q ft �. ;��4:; �••� � yur /:. .:. .... 000.0 Le85tytlt (B) 4.0:* • .... Mean Roof Nt ...... 10 0 ft ••• • • ••• • Parapet ht abavta grd 0•• • ' • Minimum parapet ht: 0.0 ft • • <: sees:* so**:* • • • ' • • Live Loads: •• • Roof 0 to 200 sf:20 psf 200 to 600 sf:24-0.02Area,but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 50 psf Partitions 15 psf Corridors above first floor 80 psf Lobbies&first floor corridors 100 psf Balconies(exterior) 75 psf JOB TITLE 175 NW 109 ST MIAMI SHORES,FL JOB NO.SHEET NO. CALCULATED BYIR DATE CHECI®BY DATE Wind Loads: ASCE 7- 10 Ulimab_Wind Speed 175 mph Nominal Wind Speed 135.6 mph Risk Category 11 Exposure Category D Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality(Kd) 0.85 Kh case 1 1.030 Ki case 2 1.030 z m: Type of roof Monoslope Topoaraphic Factor(Kzt) ,w. Topography Flat f t Hill Height (H) 0.0ft H<15ft;exp D ;> Half Hill Length(Lh) 0.0 ft Kzt=1 .0 Actual H/Lh = ELC_A&PA4r=NT Use H/Lh 0.00 •••••• Modified Lh Q Q ft • • <.'s • •••••. Frombopofcrestx ()t#ft Z' !+° •, .fi^.•• • •• Bldgu down wind? d»wt11�tncf r 4► • •• •••••• p�. '•a�a r • • HlLh .Ott ::11 .. 0:00D } •••••• # ; • {.Y :::... xILh00Q' � Kam 4)001 ••� � ••.•• �' •.•• ,� • OOfk. • :; :�••••• ••••• At Mean i € >:»:. RIDGE r ; A T HILL • • Ems:=(1#Kai(zKa�^2 1OQ • • •• %00% •..••• • •. - • .• G St F:Ct01' Flexible structure if natural freque <1 Hz{T>1 second}. not! h 10.(3 ft_ However,if building h/B<4 then probably rigid structure(rule of thumb). h1B=0.29 Rigid structure 7.0 ft G = 0.86 Using rigid structure default Rigid Structure e= 0.13 Natural Freounncv(m)= 0.400083 iti St t Y = 650 ft Damping ratio((3)= 0.02 Zmin= 7 ft /b= 0.80 c= 0.13 /a= 0.11 9Q,gv= 3.4 Vz= 172.8 Lz= 535.5 ft Ni = 1.24 Q= 0.94 Rn= 0.117 Iz= 0.16 Rh= 0.933 9= 0.106 h= 10.0 ft G= 0.90 use G =0.85 RB= 0.792 rl= 0.373 RL= 0.289 r1= 2.852 gR= 3.965 R= 1.697 G= 1.457 JOB TITLE 175 NW 109 ST MIAMI SHORES,FL JOB NO.SHEET NO. CALCULATED BYIR DATE CHECKEDBY DATE �• ...................... Wind Loads-Components&Cladding:h<=W Nominal Wind Pressures -K F 1.03 h= 10.0 ft Base pressure(qh)= 41.2 psf a= 3.5 ft Minimum parapet ht= 0.0 ft GCpi= +/-0.18 Roof Angle (6) = 14.0 deg Type of roof=Monoslope . .. .................. Roof GCp+/ GCpt„: .:,;;Surface Pressttre:;(f :. ::;; User input Area 10 sf 50 sf 1 tli�sfi. ::: :0sf 50 sf 1.00 #, 15 sf. 60 sf Negative Zone 1 -1:48 3s ?4»>. > I 8 t - -55. 52> :-59.5 -54. Negative Zone -1.78 301 3$ -61: -S6i 0 -60. ..: ..... Ne ative::Zone 9 -3.08... 2;345:.... > : 8: =1 y101: -89. 1;20 3 -98: ` Positive All Zones 58>: :.: .... :> >...048 . :.:..:::.: 1 19. 23 20' . Para,Eet = O:psfl ;. Surface Pressure(psf? :. Gp 0 . SolidP a: 46' arapet Presslar�. 1 Q sf 100 sf 500 sf• 4Q' .;. CASE A=pressure towards building(pos} •••••• CASE B=pressure away from bldg(neg) CP SEA �rzorw 0. 0. •• ••Q:O •• Comerzone: 0. 0. 0 • QO . • CASE B Interior zone: 0. 0. O.0 0. •'•'•• ••••• Comerzone: 0.0 0.0 0.0 0.t • • •••••• Walls GCp+/-GCpi Surface Pressure(psf) •19§&r input ••• • ••••• Are 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 59 sf • : • Negative Zone -1.28 -1.10 -0.98 -52. -45. -40. •'-d(9. •4 .6 • o::::. Negative Zone -1.58 -1.23 -0.98 -65.1 -50. -40. ••"G. -54• • Positive Zone 4& 1.18 1.00 0.88 48. 41. 36. • 46 • 43. •• • • • •• • • ••• •••••• • • • • JOB TITLE 137 AVE 107 ST MIAMI SHORES,FL JOB NO.SHEET NO. CALCULATED BYIR DATE CHMK DBY DATE Location of C&C Wind Pressures Zones ? ° - .... . •{a v:. i r x ..•\.•..e:a' C. S ...{.aa„ i,,,,�:iYI,.. , ,:,.. .........as Z Roofsw/8510° UWt INSW Gable,Sawtooth and and a9wa0.s &ka* design rW Muitispan Gable 0:5 7 degrees& Monoslowe roofs h>WMonoslope 5 3 degrees • •T<0"6440 h 5 60'&alt design h<90' • A 5.60 &A design h--906••••• • so h {{ a • �e.� 6,ir a. ••••• < f f • r.' .....� 3 { E 'err:,....•.._ r,.. ,,.,r :. ..af •••••• .M. i` o-sos# F.`ofS M 3 taPan Gable .20 c;3 Sawtooth 10'<8 5 45' . ...a x' 4 > h:5 60'&alt design h<90' i • as:.a a•, a 4nwaraawa.-w,'✓w{.N+-O:� •.....•..•...........3...•................ }}�:......................._.._............................................•'-•. 'w...w....:...e.......,♦w�.k�..•.,w.,v.;,....v.,wu �o.......:.... a.:.aa;.w........:......:.-......tvw .. ww.w.wwwwww.wwa.ww wwwww«wwwwwwwewwwwww{O{ xVww wwwwwwwwwwwwwwwwwweweww.w..ww.a wewwwwwwwwwwwx..w.wwwwwwwwww:wwwwwO{; • a FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 175 NW 107 ST Builder Name: Street: 175 NW 107 STREET Permit Office: City,State,Zip: MIAMI SHORES,FL,33168- Permit Number: Owner: JCAS FUND CORP Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(1548.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1548.00 ft2 b.N/A R= 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 (1450.0 sgft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1450.00 ft2 6. Conditioned floor area above grade(ft2) 1450 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. VIindows(238.0 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 290 a. U-Factor. Dbl,U=1.10 161.33 ft2 SHGC: SHGC=0.50 • b. U-Factor: Sgl,U=1.10 76.67 ft2 12.Cooling systems kBtu/rf••"f'iciency., 0. SHGC: SHGC=0.50 a.Central Unit •o�• 48.0 S EER:14.00 so c. U-Factor. N/A ft2 9099•. 0 . .. 9990•. SHGC: 13.Heating systems 0.0:•0 kBtu/hr 0 Efficiency....: d. U-Factor: N/A ft2 a.Electric Strip Heat 000000 49.89COP:1.09 0 SHGC: 0009 0009 09.09 Area Weighted Average Overhang Depth: 2.000 ft. 000000 9 9 66609 Area Weighted Average SHGC: 0.500 14.Hot water systems 000000 ;00 0 0 0 ...... 8. Floor Types (1450.0 sgft.) Insulation Area a.Electric Tankless 000000 Cap: 1 gallons .' a-Crawlspace R=19.0 1450.00 ft2 b. Conservation features 0 ' ;...0 0 0.97Q.00.0 b.N/A R= ft2 None : .0• 000000 C,N/A R= ft2 96 0 0 15.Credits ,,' 11 : Pstat Total Proposed Modified Loads: 69.26 PASS Glass/Floor Area: 0.164 Total Baseline Loads: 71.16 I hereby certify that a plans and specifications covered by Review of the plans and01-V14E s?q?� this calculation are compliance with the Florida Energy specifications covered by this ti+ _ 0 Code. calculation indicates compliance with the Florida Energy Code. PREPAR D Y: Before construction is completed r O DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this Juiding,as designed,is in compliance Florida Statutes. S� with the Florida Energy Code. Qopj va OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 4 - Compliance requires c yo �9;.2.2.1. dler unit manufacturer that the air handler enclosure qualifies as certified factory-seal 113 ,cb tAnlc�� -Compliance require an Air0mer and'ir� tio Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accord a with R402.4.1.2. 9 . ,P !. AR0010458CJ 11/23/2015 11:31 AM `?-�,� � USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 t a FORM R405-2014 PROJECT Title: 175 NW 107 ST Bedrooms: 3 Address Type: Street Address .Building Type: User Conditioned Area: 1450 Lot# Owner: JCAS FUND CORP Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 137 NW 107 STREET Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33168- New/Existing: Existing(Projected) 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 Block1 1450 11600 :••.:. • . • 0000•• SPACES ' ...... . .. ...... Number Name Area Volume Kitchen Occupants Bedrooms InfdK?••Finished •Cooled ; kipg$d 0000 0000 • • 1 Main 1450 11600 Yes 10 3 1 '•••.lies '•••Yes .•YQa FLOORS .. .. . ...... # Floor Type Space Exposed PerlVNall Ins.R-Value Area Floor Jo' t R Ua a Tile Wood GgrgCt 0000•• 1 Crawlspace Main 173 ft 4.1 1450 ft2 $9 • •1 0 • 0 • • • • 0.0000 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) a 1 Gable or shed Composition shingles 1528 ft2 242 ft2 Dark 0.96 No 0.9 No 0.25 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1450 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1450 ft2 0.11 Wood 11/23/2015 9:43 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Ornt TO Wall TypeR-Vahle Ft In Ft In Area R--V2[lle Fraction Absor Graeie% 1 N Exterior Concrete Block-Int Insul Main 4.1 50 8 9 456.0 ft2 0 0.25 0 2 S Exterior Concrete Block-Int Insul Main 4.1 50 8 9 456.0 ft2 0 0.25 0 3 E Exterior Concrete Block-Int Insul Main 4.1 35 4 9 318.0 ft2 0 0.25 0 4 W Exterior Concrete Block-Int Insul Main 4.1 35 4 9 318.0 ft2 0 0.25 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main Metal .46 3 2 6 8 21.1 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double(Clear) Yes 1.1 0.5 12.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 2 N 1 Metal Single(Clear) Yes 1.1 0.5 17.8 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 3 N 1 Metal Double(Clear) Yes 1.1 0.5 33.3 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 4 N 1 Metal Single(Clear) Yes 1.1 0.5 21.1 ft2 2 ft 0 in l ft 6 ip Drab%1/b1r?ds .Www,. 5 S 2 Metal Double(Clear) Yes 1.1 0.5 48.0 ft2 2 ft 0 in 1 ft6 in• Dr.Vb1/bRgds Nor,;. 00.0 • • 00 • 6 E 3 Metal Single(Clear) Yes 1.1 0.5 37.8 ft2 2 ft 0 in T 4n*0 Drapes/blinds None00• 0000•• • • • 7 W 4 Metal Double(Clear) Yes 1.1 0.5 32.0 ft2 2 ft 0 in 1 $�.ip Drap*;/ ands erwne a 8 W 4 Metal Double(Clear) Yes 1.1 0.5 20.0 ft2 2 ft 0 in 1 ft"M Dral*glblfids 0141v - 00.00 • • 0000• 9 S 2 Metal Double(Clear) Yes 1.1 0.5 16.0 ft2 2 ft 0 in T Win Draloes/iD6s None 00 90 ••0000 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50•* V 1- Wholehouse Proposed ACH(50) .000254 966.7 53.07 99.8 .1754 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 49 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 48 kBtu/hr 1440 cfm 0.75 1 sys#1 11/22/2015 12:53 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.97 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 290 ft2 Attic 72.5 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programabl[e]Thermostat:Y [[ ]] Ceiling Fans: rl n Oct Nov Dec Heating H Jan H Feb [X]Mar Apr i i May ri JApr May un Jul �I Aug Sep La OctNov X Nov Dec Venting [[ ]]Jan Feb [[XXL]Mar Jun Jul Aug Sep lx! Thermostat Schedule: HERS 2006 Reference Hours . . ;""' .9.... Schedule Type 1 2 3 4 5 6 7 8 '.90 ; 10.0 .11 12' 946909 . .9 9999.. Cooling(WD) PM 80 80 78 78 78 78 78 78 0 07VOO 9. 78 . 78 :.7.8..: Cooling(WEH) AM 78 78 78 78 78 78 78 78 •X78•• 78• • W8 78 PM 78 78 78 78 78 78 78 78 •78'• 78 000078 ••$•o 9999.9 • . 9999. Heating(WD) AM 66 66 66 66 66 68 68 68 96 • 68•••••68 68 PM 68 68 68 68 68 68 68 68 ••68'• 68• 66 ••i!6';• .9..99 . 9 Heating(WEH) PM 68 68 68 68 68 68 68 68 . 68 . 68• •66 •ee.. goo . :*see: 9 9 11/22/2015 12:53 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 1 r • FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 137 NW 107 STREET, MIAMI SHORES, FL, 33168- 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1548.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1450.00 ft2 6. Conditioned floor area(ft2) 1450 b.N/A R= ft2 7. Windows*' Description Area c' _ ft2 a. U-Factor: Dbl,U=1.10 161.33 ft2 11.Ducts R ft2 SHGC: SHGC=0.50 a.Sup:Attic,Ret:Attic,AH:Main 6 290 b. U-Factor: Sgl,U=1.10 76.67 ft2 SHGC: SHGC=0.50 12.Cooling systems kBttV6r*9 ldficiency c. U-Factor: N/A ft2 a.Central Unit : ••• 49.0 SEER:14.Cd";' SHGC: •• • :•• •0 •. d. U-Factor: N/A ft2 00•i•0 • �� ••���• 13.Heating systems .••••• kBtu/hr • Efficiency . SHGC: a.Electric Strip Heat ••.• 451,C.COP:1.00`•'; Area Weighted Average Overhang Depth: 2.000 ft. . . . • 0000 0.00 •000• -Area Weighted Average SHGC: 0.500 . . ..0000 . . •...• 8. Floor Types Insulation Area 14.Hot water systems of•• • :•••.• a.Crawispace R=19.0 1450.00 ft2 a.Electric •• Cap:1 gallons•• • EF:0.9797 • b.N/A R= ft2 b. Conservation features • • • ;...;. '•'••• c.N/A R= ft None ; .'. ' •.• • .••. 15.Credits • • .0 i•i PsTatgo • I gertify that this home has complied with the Florida Energy Efficiency Code for Building �,���STAr Construction through the above energy saving features which will be installed (or exceeded) ti0 - �o in this home before nal inspection. Otherwise, a new EPL Display Card will be completed based on installed )deo liant features. Builder Signature: Date: `I Address of New Ho 6 City/FL Zip: W #�CQD �g't WIE *Note: Thi9 N� Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ari, o in a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-149Energyw site at energygauge.com for information and a list of certified Raters. For informatii n athe Florida Buildiab ode, Energy Conservation, contact the Florida Building Commission's support staff. - **Label r uir• by� IARQO the Florida Building Code, Energy Conservation, if not DEFAULT. 11/22/2015 12:5 ,mERE 0 ,,�.t aa�,. ergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 137 NW 107 ST Builder Name: Street: 137 NW 107 STREET Permit Office: City,State,Zip: MIAMI SHORES,FL,33168- Permit Number: Owner: JCAS FUND CORP 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. Comers 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 bar%• ; •� � •• Knee walls shall be sealed. ***see •ee •••• Windows, skylights and doors The space between window/door jambs and framing and skyf dI1ti`and ' • 6'... 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 underside• •"': _and cantilevered floors) of subfloor decking. :••:�: �'. The air barrier shall be installed at any exposed edge of insuration. • +...: "" Crawls ace walls Where provided in lieu of floor insulation, insulation shall be• 4a;entl • •••• attached to the crawlspace walls. •••• ✓ Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or 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 barrier installed separating them from the showers and tubs. b` 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 gasketed doors 11/22/2015 12:54 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary JCAS FUND CORP Project Title: 175 NW 107 STREET 175 NW 107 ST MIAMI SHORES, FL 33168- 11/23/2015 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(?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 15332 Btuh Total coollina load calculation 45701 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 319.6 49000 Sensible(SHR= 0.75) 89.5 36000 Latent 219.9 12000 Total 105.0 48000 • WINTER CALCULATIONS Winter Heating Load for 1450 sqft) Load component Load • Window total 238 sqft 5498 Btuh • • • ! •••••• Wall total 1289 sqft 3366 Btuh •• ' 000 •• •• Door total 21 sqft 204 Btuh � �_ • Ceiling total 1450 sqft 963 Btuh •�`��• ••�• �!!!• -Floor total 1450 sqft 900 Btuh • • « • Infiltration 54 cfm 1253 Btuh • • Duct loss 3148 Btuh ..• .�� Moses* -Subtotal _Subtotal 15332 Btuh • 96�.•"��N J!p'� �®�'�p •� Ventilation 0 cfm 0 Btuh ® ,••�J: ••• iso°•,�.�0./. TOTAL HEAT LOSS 15332 Btuh - -- � !.;' • < '**owes 0 SUMMER CALCULATIONS �' •~ �' �•� • Summer CoolingLoad for 1450 sqft) AR0010458 ;,` ®� Load component Load et G:),,.'-.Window total 238 sqft 7555 Btuh �,� ,,..••'e� 9 Wall total 1289 sqft 2725 Btuh Door total 21 sqft 223 Btuh � ��� `'�' Ceiling total 1450 sqft 2568 Btuh Floor total 735 Btuh Infiltration 41 cfm 761 Btuh Internal gain 13700 Btuh _-_ .-- Duct gain 3978 Btuh -— ----- Sens.Ventilation 0 cfm 0 Btuh Blower Load 8000 Btuh Total sensible gain 40245 Btuh Latent gain(ducts) 907 Btuh ------------------ Latent gain(infiltration) 1549 Btuh Latent gain(ventilation) 0 Btuh --------------- Latent gain(intemal/occupants/other) 3000 Btuh Total latent gain 5456 Btuh TOTAL HEAT GAIN 1 45701 Btuh EnergyGauge®SMteSizi g " 8th Edition PREPAR D BY: DATE: EnergyGauge®/USRFZB v4.0 MIAMI•DADE 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) %v%rw.mlamtdade.gov/economy Sunshine Windows Manufacturing,Inc. 1745 W.331 Place Hialeah,FL 33012 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(1n 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 112001" 81-0"Outswing Aluminum French Door--L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled"Series 2001 Aluminum French Door—Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section 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 0 0 :""' 00.00 0 0 . 0. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Ci,19 state,0 series, and following statement: "Miami—Dade County Product Control Approved;,�K;s otherwise noted herein. .00000 •••• 0000 ' RENEWAL of this NOA shall be considered after a renewal application has been TAM and thdi'�•lias beefs•;•• no change in the applicable building code negatively affecting the performance oft�i1-9-Rroduct. 0 0000.. • . . 000000 TERMINATION of this NOA will occur after the expiration date or if there has beex,a.revision or change in the materials, use, and/or manufacture of the product or process. Misuse of thi;NO*A*Oas an,y,Il4wment••• • of any.product,for sales, advertising or any other purposes shall automatically terinina%this NOA. Failurg0 0 0 0 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 No. 14-0109.06 and consists of this page 1 and evidence pages E-1 and E-2, and Green Sustainable Attributes(GSA)page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 15-0204.05 MIAMFDADH COUNTY-M Expiration Date: May 08,2018 ' •rt�� Approval Date: Apri123,2015 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 14-0109.06 and 02-1104.03) 2. Drawing No. FD01--13,titled"Series 2001 Aluminum French Door- Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test, Side—Hinged Door Systems, per FBC, chapter 24113.2.1,TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262,dated 05/15/13, signed and sealed by Marlin D. Brinson,P. E. (Submitted tinder previous NOA No. 14-0109.06) 2. Test report on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Wateir 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 0000 6) Forced Entry Test, Side—Hinged Door Systems,per FBC,.chapter••;• 2411 3.2.1,TAS 202-94 and per AAMA 11D4202 :'• 000000 0 along with marked—up drawings and installation diagram of AT.A1,uminum.swingr4g • Glass Door, prepared by Fenestration Testing Laboratory,jeo;.Test.-Report W FTL--3399,dated 08/16/02, signed and sealed by Joseph C. ChAd P. E. .00 . ••:••. 000000 :0... (Submit e \ der previous NOA No. 02-1104.03) .,• ;••••• ...... C. CALCULATIONS 0 0 0 0 •••••• 0000.. 1. Anchor ve ' cation calculations and structural analysis, complying with the Florida...: Bu' ' g Code 51h Edition (2014), prepared, dated 01/20/15, signed 4;;�led ty • Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 5'11 Edition (2014)and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and scaled by Francisco Hernandez;P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and a—filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12105/13, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA No. 14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTI-7262, dated 05/15/13, signed&sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399,dated 04/24/03, signed and sealed Joseph C. Chan, P.E. (Submitted under previous NOA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratb ,Uc., for • Test Report No. FTL-3399,dated 08/16/02, signed and sealed 199eph C.j.;haa,P.E.* ••; • (Submitted under previous NOA No. 02-1104.03) :09•;•• •• ...... _ G. OTHERS •••• •••• • 1. Notice of Acceptance No. 14-0109.06,issued to Sunshine WiXj§ManjMj8uring,••••• Inc. for their Series"2001 French 8—Ft. Outswing Aluminum Qhze$Dodi"T,.M.V'q..... approved on 05/08/14 and expiring on 05/08/18. •••••• • 2. NFRC U—Factor, SHGC, VT & Condensation Resistance Compute;••Shulati6V 0 0: Report on: DDFR "Test Procedure for Measuring the•S,ttady State••Therxrjztl•••; Transmittance of Fenestration Systems"of the series 2001 Aluminum glaaod autswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked—up by Fenestration T6sting Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami—Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and .signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge(CSIRC). r` (Submitted under previous NOA No. 14-0109.06) Jaime D.Gasc nt Product Control Section Supervisor NOA No. ISA204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 E-2 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - r I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami Dade County, Department of Regulatory and Economic Resources(RER), Product Control Section(PCS). (Submitted under previous NOA No. 14-0109.06) ID No. Simulation Report !Description roduct Glazing Components: G.8: G.9: No.: U—Value SHGC 01-00 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 FTL--7625 DDFR 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.07 0.43 03-00 1/8—SB60/0.090 PVB 1/8 clr. 1.03 0.32 04-00 1/8 Solar /0.090 PVB 1/8—SB60 1.03 0.31 05-00 1/8 Solar /0.090 PVB 1/8—SB70XL 1.03 0.27 (Submitted under previous NDA No. 14-0109.06) Le end Abbreviations: Descri tion: PVB Poly Vinyl Interlayer clr. Clear Glass • ;""` 6000:, _ SB60 PPG Solarban 60 or 70 #2 SurfaceWN 'SB70XL PPG Solarban 60 ar 70 #2 Surface •• ••• ••••:. r (Submitted under previous NOA No. 14-0109.06) •• • 6060•. 6606 6660 • •+•• 0006 6666. 6060.. 6060.. 0000•• • • • 0000•• • • • Jaime D.Gaston,P.E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 G-1 PROPERTY ADDRESS: ,,a�A F-' SXI E��,1 SHEET 175 NW 109 STREET MIAMI SHORES,FL.33168J1JJ\ ��iJ ? �-",J J zo Z/ sz 2! 04 rs 1/1 FLOOD ZONE INFORMATION. COMMIl�'ITY N0.120652 PANEL N0.0139 SUFFIX L — — — — — — — — — — — — — — — — — — - FIRM DATE:09.11.2009 FLOOD ZONE:X ° LEGAL DESCRIPTION: FOUND 11TO ui 15' ALLEY `°` FOUND VTO LOT 17,a3LOCK 219 OF'MIAMI SHORES EXTENSION',ACCORDING TO THE PLAT (�3 a C a IRON PIP °/ ,�04.�,`R&M> 10'ASPHALT PAVEMENT RON PIPE THEREOF,AS RECORDED IN PLAT BOOK 43,AT PAGE 40,OF THE PUBLIC RECORDS .�. /6 /s /a /! .z /i a m a e (NO I.D.) ! (NO LD.) OF MIAMI-DADE COUNTY,FLORIDA. '�� «. z — — — — - I 14 5 'HIGH WOOD FENCE v SURVEYORS NOTES: I) $" c /e .! azo v sa as 2s ^ N o 2 LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. ++ ` s.9 LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, ). —�. �.—.— .-s33s.ao= 0.1' RESTRICTIONS,RESERVATIONS OR RECORDED EASEMENTS. �"i1 A�""SNCwe IY:S/N/i./HYi NRBYe See l6 ° _ .�.�h THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY THAT ARE NOT % 1 SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN HE PUBLIC RECORDS w I POOL OF MIAMI-DADE COUNTY,OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE30.5 Lu ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. LOCATION MAP N a o CONC. 16.9' Lu THIS WRVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY (NOT TO SCALE) 'j '" o SLAB w ONLY AND ISNOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF w -°�" �_ o ANYF EDERAL,STATE,REGIONAL OR LOCAL AGENCY BOARD,COMMISSION OR OTHER ENTITY. THE ELEVATIONS OF WELL-IDENTIFIED FEATURES AS DEPICTED ON THIS SURVEY LOT 17,BLOCK 219 AND MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY UJI °^ 'MIAMI SHORES EXTENSION" O OF 1110 FOOT FOR NATURAL GROUND SURFACES AND 51100 FOOT FOR _ } 26.6' P.B.43,PG.40 HARDSCAPE SURFACES,INCLUDING PAVEMENTS,CURBS AND OTHER MAN-MADE ul Z /- 12'9 rn z LLI FEATURES AS MAY EXIST. w > I o AC =1205'o0 o s° 0 6.3' WOOD Y v 7 / / ui STEPS Lu m atf U W WELL-IDENTIFIED FEATURES AS DEPICTED ON HIS SURVEY AND MAP WERE SCALE: 1° = 20' ,z a o / / / �6.6 ' / 9' e o cn a MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT 'a a in / FEL 1 ' / / ~ c w c+i UNLESS OTHERWISE SHOWN. CL II✓ m c r m - / / / Y / / 0 m °r O THE MAI*.DF SURVEY IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC / / / / cl SCALE IN ENGLISH UNITS OF MEASUREMENT.ATTENTION IS BROUGHT TO THE / / / D,)E FACT THAT SAID DRAWING MAY BE ALTERED IN SCALE BY THE REPRQDUCTION LEGEND Z I 0•T / / / /4f1 PROCE'5 AC AIC UNIT o �E .55/ / ALL MEASIJRP,,.7!Vl S SHOWN ARE IN THE UNITED STATES STANDARD FEET ( of CENTER LINE W 90 /"' / m / / 26'6' LLLLLLL 1 2' / 2�3 27.6' /// ELEVATION LLLLLLL L REFERENCE BENCH MARK:N-566 ELEVATION:10.78 FEET(N.G.V.D.1929) FOUND 1/2'0 ORCH SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D.OF 1929. PROPERTY LINE o5 IRON PIPE ^o • • (NO I.D.) �•• •• •••lam• THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP,POSSESSIONQ,Q' • • OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL. ABBREVIATIONS I °°1� •••a • :•• •• •• SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN,UPON, AIC=AIR CONDITIONER UNIT °° **ego* • � '.`!� R=25.00 "' ',.� • • • ACROSS,ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY WERE NOT '�°9 •� L=39.26 01,000 of** • ' LOCATED AND ARE NOT SHOWN. A=CENTRAL ANGLE(DELTA) 4' 11=89°58'55" •••••• h• ••• •o••a =CONCRETE • NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA CONC. o06 • ••••• so LICENSED SURVEYOR AND MAPPER.ADDITIONS AND DELETIONS TO HIS MAP OF 0=DIAMETER �, • • SURVEY BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT HE °°0 0�° 79.96'(R&M) •• •• 090 • � � WRITTEN CONSENT OF HF.F.EL=FINISHED FLOOR ELEVATION E SIGNING PARTY. I ' 3 CONE SC�i VAI.K • � • —'re H=HEIGHT �� FOUND I@.ID •*.'� t -`� THIS MAP OF SURVEY HAS BEEN PREPARED FOR HE EXCLUSIVE USE OF THE � IRON PIPE • ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT EXTEND TO ANY I.D.=IDENTIFICATION (NO I.D.) FOUND 11TO • • • •• • • • L=LENGTH(WHEN USED IN CURVE DATA) CONC. (NO I.D.) 14'PARKWAY • RON PIPE UNNAMED PARTY. RON PIPE •• • • t Np 1/2.0 CERTIFY TO: PG.=PAGE RAMP D GINA BARROSO AND KELLEY MITCHELL Fca - P.B.=PLAT BOOK ' SURVEY^JR'S CERTIFICATION: eh R=RADIUS IN MY PROFESSIONAL ORNION,THIS'BOUNDARY SURVEY',MEETS THE I L 12 ASPHALT PAVEMENT STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF (R&M)=RECORDED&MEASURED .°� .5 CURB PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05 FLORIDA ADMANDITIST UEIVE CODE,PURSUANT TO AND CCORR CT TO HE BEST OFOMY7KNOWLE GE2.027, IANDBELEF.DA S N.W. 109th STREET 380°SURVEYING AND MAPPING,LLC MEDIAN GRASS 75'PUBLIC RIGHT-OF-WAY — FLORICA CERTIFICATE OF AUTHORIZATION NO.LB 6356 ORIGINAL 11-11-2015 FIELD DATE 360° SURVEYING AND MAPPING, LLC joB No. 1511-0277 LAND SURVEYORS-LAND PLANNERS \0.5'CURB _ P"SIO S: 12'ASPHALT PAVEMENT OSCAF E.B CUSIDO,P.L.S. 2000 S.W.83RD COURT MIAMI,FLORIDA 33155 PEGIST D SURVEYOR PHONE:(305)265.1002. SEE CK ER 5" 1.2" 5" 12" DETAILS QNOSHEETU2TOF 8 GENERAL NOTES' ' MAK, MAX. D MAX• MAX. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). L+i ..16 { 2•_ SHUTTERS ARE NOT REQUIRED. • o� a COL / t0 3- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. Sunshine Windows i 6 6 / 1 D 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE Manufacturing, Inc. 25 7/8V 25 7/$" \ CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON 1745 W. 33rd Place SHEETS 3, 4 AND 5 OF 8. Hialeah, Florida 33012 MAX. D.L.O. MAX. D.L.O. a Ph: (305)3$4-9952 WI TH WIDTH \ t i 5.- 1 X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT Fax:(305)82$-511$ C APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE 6 ITW \ LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL w = w BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. z 00 0 ao = 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF � -� STRIKE ,� o GREATER DENSITY. 04 rA rn t 0 15 PLATES 15 J ' (� ►� o \ o °0 / 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY O o \ �� \\ 14 WITH THE FOLLOWING REQUIREMENTS: � x � CONCRETE STRENGTH FC'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT i_0 BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. \ \N 4 /REV. - FILLED CMU Fm' = 2000 PSI MIN. a r-i y cv g E \ iy 6E 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS 00 O W \ J/,l rn THAN 1/8". ALUMINUM SHALL BE 6063-T6._L I N �O \ 16 w 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). C#n 5-1 12 5 12 16 10.-- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL MZ -MAX.' MAX. MAX. SHALL BE Fy = 36 KSI MIN. oco SEE CLUSTER DETAILS •.• ON SHEET 2 OF 8 " 11.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS •• • • 37" 72" REQUIREMENTS OF FBC 5TH EDITION (2014). •••• �••• - 0000.. MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH 12•-- COLONIAL MUNTINS CAN BE APPLIED. "'• ..... 0000 .. .. ELEVATIONS 13r SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF•8;••; � �• .. 14.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASF.I•;• DESIGN PRESSURES C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. •• �• . . • DOOR LEAF DESIGN PRESSURE (PSF) go see o � MAX. DOOR WIDTH INDEX Off` DRAWINGS FRAME HEIGHT (NOMINAL) EXT. (�-) INT. {-) zw 1 OF 8 : DOOR ELEVATIONS, DESIGN PRESSURES CHART, „ 3'-O" 77.13 77.1; o GENERAL NOTES AND INDEX OF DRAWINGS. 8 _0 2'-6" * 80.00 89.13 0' 2 OF 8 : INTERLOCK CLUSTERS DETAILS 6,_8„ 3'-0" 80.00 1 90.00 0 3 OF 8 : TYPICAL HEAD SECTIONS. 2'-6" * 80.00 90.0, o a * -- FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. RODUCTREVISBD 0 z OF 8 TYPICAL JAMB SECTIONS. s complying with the Florida uliding Coctc 5 OF 8 TYPICAL SILL SECTIONS. FLUSH BOLTS: cce ceNo DRAWING No. 6 OF 8 HORIZONTAL SECTIONS & INSTALLATION NOTES. 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE _ n FD01 - 13 LEAF AT HEAD AND AT SILL OF EACH). iatW ado Product`S'or` r�l - t DATE: 05/16/13 7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. CSS ^ 2.0^ 4S 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN SCALE. N.T.S. 8 OF 8 CORNER DETAILS. ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN FRANCISCO HERNANDEZ ON CHART. FLORIDA PE # 51393 SHEEP 1 OF 8 I - ............... � . : Sunshine Windows Monufocturing, Inc. 1745 W. 33rd Place Fiateah. Florida 33012 DOUBLE DOOR (DOUBLE DOOR DOUBLE DOOR Ph: (305)364-9952 CENTERLINE CENTER LINE CENTER LINE Fox:(305)82E-.5118 4 — 1/4" 0 ULTRACONS I 5 — 5/16"0 ULTRACONS 4 -- 1/4"0 KWIK--FLEX Z WITH 1 1/4" MIN. EMBEDMENT WITH 1 1/2" MIN. EMBEDMENT SELF DRILLING SCREWS Q INTO CONCRETE. I INTO WOOD. THROUGH METAL WITH MIN. 3 Orr Orr' 4» Orr �{., 4>,i 4- 4» �- � 44 rr' ,q.r' „ THREADS BEYOND THE SUBSTRATE. ' - � za � W N � w M W 00 0 . • 000000 ... �.. 0000.. . . .00. 0. 0 CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL :0:*o: .•..' 0• • FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT' TO 'WOOD FOR ATTACHMENT TO METAL. •: • .. . WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL ;••;•; • • • . ... AT FRAME HEAD AND FRAME SILL 0 •• . o • • . l. Z 0 V1 S 0 INTERLOCK CLUSTERS DETAILS04 0 PRODUCTREVISM a A O O as complying with We Florida 171 tBundZ Acce ng aN •, 04 DRAWING No. ANS 2� FDS 1 -13 vliartti ade Product Cot rot ^�., �. ©�( DATE: 05/16/13 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF $ 2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 KWIK FLEX SELF DRILLING MIN EMBEDMENT INTO CONCRETE. 1/2" EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL EDGE DISTANCE FOR MAX. ANCHOR SPACING SEE 2 MIN• FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND ELEVATIONS ON SHEET 1 OF 8 AND ELEVATIONS ON SHEET 1 OF 8 AND 1 THE SUBSTRATE. ' CLUSTER DETAILS ON SHEET 2 OF 8. EDGE DISTANCE CLUSTER DETAILS ON SHEET 2 OF 8. MIN. FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 z AND CLUSTER DETAILS ON �z 4 d SHEET 2 of 8. Sunshine Windows Q Manufacturing, Inc. 4 �- 0 e \Z / 1745 W. 33rd Place Hialeah, Florida 33012 / Ph: (305)384-9952 a4 Faz:(305)$28-5118 N 1" BY WOOD BUCK BY z OTHERS MUST BE z PROPERLY SEALED AND .. F 4 T1 ANCHORED TO4 IJ LI tI O LL TRANSFER LOADS TO I I THE STRUCTURE AND I I I I METAL STRUCTURAL MEMBER BY A W I I 7/8" MIN. APPROVED BY BUILDING I I 7/8" MIN I I OTHERS SHALL BE MINIMUM 18 l I FLUSH BOLT OFFICIAL PRIOR TO I I FLUSH BOLT l ( GAUGE AND SHALL WITHSTAND rpt" F I I ENGAGEMENT DOOR INSTALLATION. I I ENGAGEMENT 1 I ANCHOR SHEAR FORCES. U U I I INTO FRAME I I INTO FRAME I I INSTALLATION SHALL BE Z '� I I THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" ( I APPROVED BY BUILDING HOLE. HOLE. OFFICIAL PRIOR TO DOOR EXTERIOR :'i' INTERIOR EXTERIOR .;i INSTALLATION. INTERIOR w EXTERIOR INTERIOR d ( ATTACHMENT TO CONCRETE ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. fit THROUGH 1 X WOOD BUCK WITHOUT WOOD BUCK J.lop 1 • W MIN. MIN. 1/4"0 KWIK FLEX SELF DRILLINGa• -� SCREWS THROUGH METAL I"E`D 'I a •••• •••• •• • .... MIAMI-DARE COUNTY WITH MIN. 3 THREADS BEYOND . APPROVED MULUON. THE SUBSTRATE. N : �• ; - 1/8" MIN. THICKNESS. FOR MAX. ANCHOR SPACING �.z WOODEN STRUCTURE OR •� •� • • (UNDER SEPARATE NOA) SEE ELEVATIONS ON SHEET 1 OF 8 f WOOD BUD K MUSTBUCK (BY BE PROPEOTHERSRLY : 0 AND CLUSTER DETAILS ON ATTACHED TO TRANSFER GLAZING001 SHEET 2 OF 8. SYSTEM LOADS TO THE STRUCTURE •• • .cit 1/4" ULTRACON WITH 1 1/2" 0104 1 AND APPROVED BY BUILDING •� • COFFICIAL PRIOR TO WINDOW �- MIN. EMBEDMENT INTO WOOD. o: '� FOR MAX. ANCHOR SPACING SEE INSTALLATION. z O 0 a ELEVATIONS ON SHEET 1 OF 8 AND I :� N a CLUSTER DETAILS ON SHEET 2 OF 8. 4 T a I 1 7/8" MIN. FOR CLUSTER USE 5/16.0 I I of I ( FLUSH BOLT ULTRACON WITH 1 1/2- 1 I —7/8" I I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. 1 I FLUSHMBOLT N I INTO FRAME" 1 1 ENGAGEMENT a s l l THROUGH 1 X 5/8" I I INTO FRAME RODUCPR VISFD I I HOLE. I I THROUGH 1" X 5/8" complying with the Florida Z INTERIOR EXTERIOR HOLE. %QMundi°�°°� "21DRAW{NG No. tdaEXTERIOR INTERIOR �" F°o1 -13 a 'TY'P'ICAL HEAD SECTIONS u"x dal'raauctC:ontrol DATE: 05,1113 i� N.T.S. SCALE: ATTACHMENT TO MULLION ATTACHMENT TO WOOD FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 8 . 1" X WOOD BUCK BY OTHERS MUST BE 1/4" SHIM PROPERLY SEALED AND ANCHORED TO MAX. (TYP) TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR _ APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). Sunshine windows a 4 DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY (-- 1/4 of0 ULTRACON WITH 1 1/4" MIN. ATTACHED TO TRANSFER GLAZING Manufacturing, Inc. SYSTEM LOADS TO THE STRUCTURE 1745 W. 33rd Placa EMBEDMENT INTO CONCRETE. AND SHALL BE APPROVED BY Hialeah, Hadda 33x12 FOR MAX. ANCHOR SPACING SEE ELEVATIONS BUILDING OFFICIAL PRIOR TO Ph: (305)364-9952 =- ON SHEET 1 OF 8. WINDOW INSTALLATION — Fax:(305)828-5118 1 MIN. INTERIOR 1/4"0 ULTRACON WITH 1 1/2" 1 MIN. INTERIOR � MIN. EMBEDMENT INTO WOO FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. ,,•:s,.. O ,..:. zci "r �D0 � MIAMI—DADE COUNTY w A APPROVED MULLION C%4z o (UNDER SEPARATE NOA) cv a ° 1/4" SHIM EXTERIOR EXTERIOR 1/4"0 KWIK FLEX SELF DRILLING w MAX. (TYP) SCREWS THROUGH METAL WITH MIN. ATTACHMENT TO WOOD " 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE O ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM ATTACHMENT TO CONCRETE 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND THROUGH I X WOOD BUCK INTERIOR MAX. (TYP} ANCHOR SHEAR FORCES. INSTALLAT{ON SHALL BE APPROVED me BY BUILDING OFFICIAL PRIOR TO W DOOR INSTALLATION. ••• C7 ( .. . . 1__7v 1/4-0 KWIK FLEX SELF DRILLING:•• •••• •r� .. . . SCREWS THROUGH METAL WITH •FIEF!o• • w 3 THREADS BEYOND THE SUBSITE!• •••• FOR MAX.. ANCHOR 1/4"o ULTRACON WITH (Q ELEVATIONS ON SHEEFAII OF 8%••;NG SEeeee 64 eo •. a � INTO � MIN. EMBEDMENT AX. nP� EXTERIOR INTERIOR :�•:�• � • CONCRETE. { } • 4 FOR MAX. ANCHOR SPACING •• �.•; • d SEE ELEVATIONS ON ATTACHMENT TO MULLION SHEET 1 OF 8. • d. r 7._6 1 MIN4 INTERIOR in a EXTERIOR af to ATTACHMENT TO METAL STRUCT. N 0.0 F a = RODUCT.REVISED z° N a complying with Wa Florida - EXTERIOR TYPICAL JAMB SECTIONS MIdI �� _ jl� DRAWING No. N w Q $� 7" � FD01 -13 °ft ' ATTACHMENT TO CONCRETE .�Q Product cantml DATE: as s 13 WITHOUT WOOD BUCK SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE If 51393 SHEET 4 OF 8 OPTIONAL WATERPROOFING. " WATERPROOFING DESIGN. - MATERIAL AND INSTALLATION BY HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. Sunshine Windows MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. Monufactudng, Inc. NON SHRINK, NON METALIC I I NON SHRINK, NON METALIC I I 1745 W. 33rd Place Hialeah. Florida 39012PER ASTM C1107. PER ASTM C1107. Ph: (305)364-9852 I I I I Fax:(305)828-5118 EXTERIOR i i INTERIOR EXTERIOR i INTERIOR WOODEN STRUCTURE OR I I I I 2 X WOOD BUCK (BY OTHERS). L Q WOOD BUCKS MUST BE 7/8" MIN. Ij I '4 ° PROPERLY ATTACHED TO 04 FLUSH BOLT •••4 t t TRANSFER GLAZING SYSTEM G ENGAGEMENT LOADS TO THE STRUCTURE AND V2 INTO FRAME Y' �=•S':: b a 7/8 M ° ' " MIN. .� ::. APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW THROUGH 1" X 5/8" FLUSH BOLT INSTALLATION HOLE. 4 ENGAGEMENT zINTO FRAME z V V ° 1/4"0 ULTRACON WITH 1 1/4" MIN. t[EMBEDMENT INTO CONCRETE. THROUGH 1 X 5/8 d HOLE. a° - •4 FOR MAX. ANCHOR SPACING SEE 4 ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1' 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. N ATTACHMENT TO CONCRETE MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8.�� FOR INTERLOCK CLUSTER USE 5/16"0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. W N ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY •� • • :,. OTHERS SHALL BE MINIMUM GLAZING DETAIL : 04 IF HIGH STRENGTH GROUT. 18 GAUGE AND SHALL MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL 0,090" PVB INTERLAYER BY E.1. DUPONT. "' •• '••• •• " PER ASTM G1107. I I BE APPROVED BY BUILDING 1/8" HEAT ••'• ' '� . .. OFFICIAL PRIOR TO DOOR I STRENGTHENED 1/8" HEAT •••• I I INSTALLATION. GLASS STRENGTHENED EXTERIOR I I INTERIOR GLASS ARCHITECTUAL N • ,• . .. I I EXTERIOR PERIMETER TRiMof 1/2" GLASS BITE (OPTIONAL) N 7/8" MIN. (MINIMUM) a o FLUSH BOLT SILICONE in ENGAGEMENT TYPICAL SILL SECTIONS DOW CORNING 899 i INTO FRAME 1-1/4"0 KWIK FLEX SELF N THROUGH 1- X 5/8" DRILLING SCREWS THROUGH a HOLE. METAL WITH MIN. 3 THREADS " BEYOND THE SUBSTRATE. PRODUCT REVISED ° r FOR MAX. ANCHOR SPACING as coinplyuig%ith the Florida Z Building 0c ,.. 1 •SEE ELEVATIONS 'ON SHEET 1 OF 8 AND AcceptiuttcaAlo 5 DRAWING No. MIN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. aco �ta� FDO 1 --13 DATE: 05/16/13 ATTACHMENT TO METAL, '� '' ado �� " �°°�°' a`�'w SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 5 OF 8 14 15 2 $ INTERIOR � ...:...... ::: =.....: ; Sunshine Windows 13 5 12 5 16 5 12 12 5 13 8 Manufacturing, Inc. 12 13 7 16 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384--9952 Fox:(305)828—L5118 0 0 A 6 EXTERIOR o w 6 REV � . � DOUBLE DOOR FRAME WIDTH Z INSTALLATION NOTES P 1.— FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. d V� 2.— FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE 15 14 2 SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, V] 4, & 5OF8. 3.— FOR ATTACHMENT INTO CONCRETE THROUGH INTERIOR 8 ••• • 1 X WOOD BUCK USE 1/4-0 ULTRACON BY ELCO g �• :'. • WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE 13 5 12 12 S �16 •••�.. .. • ...... r—� . - AND 2 1/2" MIN. EDGE DISTANCE. .,••• �••� . • 4..— FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS fe . USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. ,;: •.••,• •• • :. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE ...... DISTANCE. 00 1040 - .. 5.— FOR ATTACHMENT TO WOODEN STRUCTURE OR00 a WITH 1 1/2OD B CK USE 1M N. EMBEDMENT IN O WOODBAND CO A + B o • 1 MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6 EXTERIOR � Z o 0 12 6.— FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) SINGLE DOOR FRAME WIDTH a OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) o USE 1/4" KWIK—FLEX SELF DRILLING SCREWS. 7.— USE HIGH STRENGTH, NON SHRINK NON METALLIC o N GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND Q o THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. z izODUCTREVISED is complying with the Florida DRAWING HORIZONTAL SECTIONS nl Idlug C lam8 Cone emptenae No o FDO 1 ---13 a1c DATE: 05/16/13 a Dade Pro et Control V— ' SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF $ • MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL ' 1 GAS-46913 1 FRAME HEAD 6063-T6 SEE NOTE 1 2 GAS-46912 2 FRAME JAMB 6063-T6 Sunshine Windows ON SHEET 7 OF 8 $ 3 GAS-46915 1 FRAME SILL 6063-T6 Manufacturing, Inc. 4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 6063-T5 1745 W. 33rd Place 5 GAS-46910 4 PANEL STILE 6063-T6 Hialeah, Florida 33412 Ph: (305)364-9952 6 GAS-46917 3 / LEAVE HINGE 6063-T5 Faz:(305)828-5118 GAS-46916 1 ADAPTER 6063-T5 8 GAS-40928 AS REQ'D FLAT FILL COVER 6063-T5 Z 9 GAS-46911 OPTIONAL PERIMETER TRIM 6063-T5 F I 10 1LY73 AS REQ'D 10 X 1" SCREWS GRADE 5 STEEL a 16 I 1 1 11 1 MB16 AS REQ'D 10 X 1. 1/2- SCREWS GRADE 5 STEEL O W EXTERIOR � � 4 INTERIOR 12 SEALANT AS REQ'D DOW CORNING 899 SILICONEA � I I 13 W33321 NK0020 AS REQ'D ULTRA FIN WFATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 1 14 RA-2090L3RZA83BP 1 LOCK (LATCH) ZINC F 15 RA-209DZIABBP 1 LOCK (DEAD BOLT) ZINC a Z a y' 1 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL ' LAMINATED L.M.I. RESISTANT GLASS 17 XIOSHT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDM C? (1/80 H.S. GLASS + 0.09 PVB + 1/8n H.S. GLASS) O (� m 9 BY E.I. DUPONT N ,L lr 1 00 o C� o ,, ;: ►� .078" N CB�►•Q• • 1 1 0 00 0 0 •• .. � ►o •�•• i •••• �t • • • OO •..• • • • • 1 5.00 5.00 5.00 3 . r • . f - .. . . LO N 687"00 •..' : o .. . . N • • • • 17 � r°.. r 00 00 tor__ 7 7, SEE NOTE 1 1 Q t, 01.908" M '-T_n.052" 0 ON SHEET 7 OF 8 4.00 4.375 m D VERTICAL SECTIONS r � l 00 o a o o I 4 o rz- '0 o NOTE: � - r 1.- 7/8" MIN. FLUSH BOLT ENGAGEMENT. PRODUCTREVISED as complying with the Florida DRAWING No. 3.50 .657 BuildirwCode UFD01 --13 Aoceptanco No ate @) - DATE: 05116/13 MIAMI aft Product Cori of SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 7 OF 8 TOP CORNER 2 # 10 BY i" PH. PAN HEAD SMS TOP CORNER t f✓� 2 # 10 SY 1 1/2" PH. - ............... ............. . .. FLAT HEAD SMS Sunshine Windows Manufacturing, Inc. \ 1745 W. 33rd Place h. )89Ph(30534-952 / x:(.305)828-51 IS A I N � � FLAT HEAD SMS f2» PH. � F 2 # 10 BY 1" PH. PAN HEAD SMS •����� ' ' 04 •• • N 0 • i i i • • 0 • / BOTTOM CORNER BOTTOM CORNER m DOOR PANEL CORNERS SCALE: NTS DOOR FRAME CORNERS o r SCALE: NTS 0 z PRODUCT REVISED DRAWING No. as complying with the Florida Building Code ,r FD01 —1 3 !yr tanto No "itDATE: 05/16/13 �� SCALE,• N.T.S. rAiaml bade Product Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 8 OF 8 . . • • • • • • • • • • ••• • • • • . • • • • • • ••• • • • • • •• • • • • • • • • • • • • 1 • • 040 004 0 000 *00 •• ••• •• • • • •• • • • • • • • • • •• • • • • ••• • . • •• • • . •. • • • • • • • • • 00 009 0 0 o-� i w y • . i