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RC-15-1607 (2 FERMIN A.MARTINEZ CONSULTING ENGINEER FL P.E. No 19363 8340 SW 65 AVENUE UNIT #3 MIAMI, FL. 33143 TEL. (305)298-3216 JOB:REMODELING TO RESIDENCE OF: OWNER: TRUSTED HOME BUYERS LLC. ADRESS: 70 NW 105th STREET MIAMI SHORES, FL. 33150 REVIEW TYPE: STRUCTURAL PERMIT NUMBER: RC 15-1607 DATE: 06/30/2015 ANSWER THE COMMENTS. STRUCTURAL CALCULATIONS INDEX OF CONTENT: 1. WIND LOADS. Page: 1 thru 10. 2. FLOOR JOIST DESIGN. 0000 Page: 11. 3. WOOD LEDGER DESIGN. 0.00 •••�'• Page: 12 thru 13. • ...... .. . ...... 4. ANCHOR BOLTS CALCULATIONS. 0.0'0• :0000: Page: 14 thru 20. •••� 0 • .... . ..... 5. MASONRY WALL DESIGN. •• ••�••0 Page: 21 thru 22. 0 6. CONCRETE BEAM DESIGN. •""' ' 00 Page: 23 thru 24. 0 '..... 7. FOOTING W-16 CHECK. 0 0 4,0 •00�•• Page: 25. �,e1les�s��tld L• 8. PRODUCT CONTROL NOTICE ACCEPTANCE. (NO A). 0�0��5a• `�` 6Y^r�d� Page: 26 thru 30. 9 Aa o. m' No. 19363 m o � STAT ° ® C) �� #r ° �O � ti ,ej.41 /@i1111"{2 Project Name: TRUSTED HOME BUYERS LLC ------------------------------ ------------- -------------- . .... ...... Location: 70 NW 105 STREET MIAMI SHORES, `Ft;33150','' ...... ...... By: FERMIN A. MARTINEZ, FL. P.E. No 19363 •....e :0000' ••;••. ...... . .. ..... . Start Date: 8/15/2015 ' ' ' . .. .. . ... .... 4,0 Comments: WIND CALCULATIONS. ' , . ' ' ' 0000" 00 0 so • ..\0-1-2015\15-29 TRUSTED wind\WIND#2.wis TRUSTED HOME HOME BUYERS LLC August 15, 2015 ASCE7-10 Local Information And Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. •••• • • •••• •••••• • • • • •••••• •• • •••••• • • •••••• ••••• •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• WLS4—[1.10] Copyright©2020 SDG, Inc. Page 1 of 7 TRUSTED HOME HOME BUYERS LLC August 15, 2015 ASCE?-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 53.42 1 .0 2 24.08 0.33 Top 3 53.42 3.0 W2 4 24.08 0.33 W1 ; A 13 : W3 Eave Height: 10.58t Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Right Roof Slope(:12) A&B 3.0 AB W1 I W4 IW3 W4 W3 W2 • • • WLS4—[1.10] Copyright©2020 SDG, Inc. Page 2 of 7 • ��3v �TROSTED HOME BUYERS LLC August 15, 2015 ASCE?-10 Section - 1 • . Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 1 .75 ft Top W2 Wall Length(ft) Overhang(ft) A 1 14.83 0.0 W1 W3 2 6.0 1 .0 3 14.83 1 .0 B 4 6.0 1 .0 W4 Front Right Eave Height: 10.58t Parapet Height: 0 ft -- --- B A Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Gabled Roof Slope(:12) •••• • 0000 . A&B 3.0 • 066.06 •6 6 0000.. 666666 • 0000.. 6666 6 6 .666.. 0000 . 0000. 0000.. . .. 0000. • 6 .. .. 0000 666660 6 66666. 00 6 000000.. .66666 , , 66666. .. 0000 00 WL84—[1.10] Copyright©2020 SDG, Inc. Page 3 of 7 l7�sJ TRUSTED HOME BUYERS LLC August 15, 2015 ASCE7-10 Section - 2 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W1 Position on W1 : 21 .67ft Top W2 Wall Length(ft) Overhang(ft) 1 15.83 1 .5 W1 W3 2 10.83 1 .5 3 15.83 0.0 4 10.83 1 .5 W4 Front Right Eave Height: 10.58t Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat . .... .... . ...... .. .00000* ...... • •••• • • ...... .... . ..... ...... . .. ..... 000000 49:06,0 ...... . . 00 • 00 WLS4—[1.10] Copyright 0 2020 SDG, Inc. Page 4 of 7 6/3 1)TRUSTED HOME BUYERS LLC August 15, 2015 ASCE?-10 Composite Drawing 2 r------------------------------- 6 �5 7 -------------------------- 4 � A B a 2 --------------- ++++ 8 • 0 *000 •+ + ++ + • D • • •00 0 • +0:00++ • • 00 • • + +++•+• 1 +,+ + + +++++ •r,+ +• • +• ++++• E :• + • • • 0*00 • ' 12 11 ------------•-- +•+++• + ; . + + 00 0 " 4 WLS4—[1.10] Copyright 0 2020 SDG, Inc. Page 5 of 7 TRUSTED HOME BUYERS LLC August 15, 2015 ASCE?-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zonel Span(ft) I Width(ft) Area(sqft) HR 4020 Wall 7 (All) 2.0 2.0 4 HR 34 Wall 6 (All) 4.2 2.2 9.2157 STANDARD WALL Wall 7 (All) 9.3 2.7 29.0 • 9 6.90•6 0 . • so .... . ..... ...... . .. ..... • • . . 00 9.9.6• • • • 6 � � •6.969 •6966• • • 9 • • •••666 • • WLS4—[1.10] Copyright©2020 SDG, Inc. Page 6 of 7 TRUSTED HOME BUYERS LLC August 15, 2015 ASCE?-10 Components and Cladding Output Component Descriptionj Surface I zone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psi) HR 4020 7 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.40 -79.2 -89.4 -69.1 HR 34 6 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.40 -79.2 -89.4 -69.1 STANDARD WALL 7 4 12.1 56.6 0.92 0.18 52.1 41.9 62.3 12.1 56.6 -1.02 -57.7 -67.9 -47.5 5 12.1 56.6 0.92 52.1 41.9 62.3 12.1 56.6 -1.24 -70.2 -80.4 -60.0 Y • • • • • • • WLS4--[1.10] Copyright©2020 SDG, Inc. Page 7 of 7 FERMIN A.MARTINEZ Project TRUSTED HOME BUYERS LLC CONSULTING ENGINEER Date : 05/07/2015 F.P.E. No 19363 8340 SW 65 AVE. UNIT 3 Miami, Fl.33143 Tel.(305)298-3216 0 ' LOAD COMB. FACTOR=0.6WIND+0.6 WINDOWS: WINDOW HR-4020 Z-4 66.80 x 0.6 = + 40.08 PSF 72.40 x 0.6 = - 43.44 PSF Z-5 66.80 x 0.6 = + 40.08 PSF 89.40 x 0.6 = - 53.64 PSF WINDOW HR-4020 Z-4 66.80 x 0.6 = + 40.08 PSF 72.40 x 0.6 = - 43.44 PSF Z-5 66.80 x 0.6 = + 40.08 PSF 89.40 x 0.6 = - 53.64 PSF STANDARD WALL Z-4 62.30 x 0.6 = + 37.38 PSF 67.90 x 0.6 = - 40.74 PSF Z-5 62.30 x 0.6 = + 37.38 PSF 80.40 x 0.6 = - 48.24 PSF ...... .. . ...... ...... ...... . . ...... ..... FERNIIN A. MARTINEZ Project: TRUSTED HOME BUYERS LLC CONSULTING ENGINEER Date: 05/07/2015 FL. P.E.No 19363 8340 S.W. 65 AVE. UNIT 3 MIAMI,FLORIDA. 33143 Tel. 305-298-3216 Load Analysis: Wind: -Location Data: Wind speed : V=175 mph Category Exposure: "C" -Building Data: Building Classification: "II" Building: ENCLOSED Mean Height: HB1dg:= 12ft+7in RoofAngle (3":12): 9,f:= 14.Odeg "a" Calculation: Least horizontal dimension: Bhoriz:= 24.08ft Wall height : hwall= 10.58ft a:= xl F- 0.1•Bhoriz x2 F- 0.4•hwall x3 F- min(xl,x2) x4 <— 0.04•Bhod, x5 <—3ft 00.0 • • 0000 e•••9• x6 F- max(x4,x5) •• •• .••... .. . •...•• x3 if x3>x6 • x6 otherwise 0.00•• �•••:• • • .... . 90.06 ...... . .. ..... 9 . 0 .• •• 0000 • . a =3.0 ft t ft 000006 0 • . 0 • :006:6 9.00•0 • • 9 • • 04"69 • 1 FERMIN A. MARTINEZ, P.E. Project: TRUSTED HOME BUYERS LLC ' CONSULTING ENGINEER Date : 08/15/2015 �/ FL. P.E. No 19363 8340 SW 65TH AVE. UNIT 3 MIAMI, FLORIDA 33143 TEL.(305)298-3216. FLOOR JOIST DESIGN L= 10'-0" ( FOR NEW DEN) LOAD DATA - DI-floor = 25 PSF SP No 2 DI-sup = 30 PSF TABLE 4B-NDS LLfloor = 40 PSF SECTION I S Fb WLfloor = 0.00 PSF IN4 IN3 PSI 2X10 98.93 21.39 1,050 BEAM DATA DIST. BETWEEN SUPPORTS= 10.00 FT OVERHANG @ RIGHT END = 0.00 FT SPACING BETWEEN RTERS= 1.33 FT Fb = 1,050 PSI Fbx1.33= 1,397 PSI LOAD COMB. FACTOR = 0.60 1.DESIGN FOR LOAD COMBINATION DLfloor+DLsuo+LL W g = 126.35 PLF REQUIRED MODULUS OF SECTION MAX. MOMENT BETWEEN SUPPORTS= 1579.38 P-LF MAX. MOMENT LOCATION (X) FROM LEFT END = 5.00 FT S REQ= 18.05 IN3 S ACT= 21.39 IN3 SECTION 2 BY 10 SACT > S REQ TRUE REQUIRED MOMENT OF INERTIA MAX DEFLECTION= 1 / 180 = 0.67 IN . . .... ...... I REQ= 26.64 IN4 .. .. TACT= 98.93 IN4 SECTION 2 BY 10 •••;•• •• •••••• I ACT > I REQ TRUE "" • .... . ..... ...... . .. ..... SACT > S REQ TRUE USE 2 X 10 @16" • . . . . ...... 00 0 Date: .4//<-/z©/J- Sheet Z Of � Project: a BT—A"Erl"i _,7Chk: q QL C30 _..... 63 9 4 • •••• • ••••• Title: TRUSTED HOME BAYER LLC Job# Dsgnr: FERMIN A.MARTINEZ F Date: 2:47PM, 15 AUG 15 Description:4"X 10"SP#2 WOOD LEDGER Scope: Rev: 6W= Page 1 ; user.ION-0606869,C1C' .0,neerin2003 Timber Ledger Design (c)19�i-2003 ENERCALC irreering Software 9 9 (2)2X10 LEDGER.ECW:Calculatlons '. Description 4"X 10"SP#2 WOOD LEDGER WITH 5/8" EXP. BOLT General Information Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Ledger Width 3.500 in Uniform Load... Point Load... Ledger Depth 9.500 in Dead Load 207.00#/ft Dead Load 0.00 lbs Ledger is Bolted to Concrete Live Load 150.00#/ft Live Load 0.00 lbs Bolt Diameter 5/8" Spacing 0.00 ft Bolt Spacing 16.000 in Horizontal Shear 0.00#/ft Offset 0.00 in Load Duration Factors... Southern Pine,No.2 2-4 Thick, 10 Wid Live Load 1.250 Fb Allowable 1,050.0 psi Short Term 1.330 Fv Allowable 175.0 psi Ledger Stresses Load Combination: DL+LL DL+ST DL+LL+ST Maximum Moment 634.67 in-# 368.00 in4 634.67 in-# Bending Stress 12.06 psi 6.99 psi 12.06 psi Stress Ratio 0.009 0.005 0.009 MaximumShear 321.67 lbs 186.52 lbs 321.67 lbs Shear Stress 9.67 psi 5.61 psi 9.67 psi Stress Ratio 0.044 0.024 0.042 Bolt Loading Note:Bolt Design Value from NDS 8.21 UBC 23 Using:Southern Pine Stress Summary DL+LL DL+ST DL+LL+ST Max.Vertical Load 476.00 lbs 276.00 lbs 476.00 lbs Allow Vertical Load 4,062.50 lbs 4,322.50 lbs 4,322.50 lbs Max.Horizontal Load 0.00 lbs 0.00 lbs 0.00 lbs Allow Horizontal Load 7,687.50 lbs 8,179.50 lbs 8,179.50 lbs Angle of Resultant 90.0 degrees 90.0 degrees 90.0 degrees Diagonal Component 476.00 lbs 276.00 lbs 476.00 lbs Allow Diagonal Force 762.33 lbs 786.35 lbs 786.35 lbs Final Stress Ratio 0.624:1.00 0.351 :1.00 0.605:1.00 Summary Wood Stress&Bolts OK Stress Summary DL+LL DL+ST DL+LL+ST Wood Bending Stress Ratio 0.009 :1.00 0.005 :1.00 0.009 :1.00 Wood Shear Stress Ratio 0.044 :1.00 0.024 :1.00 0.042 :1.00 Bolt Stress Ratio 0.624 :1.00 0.351 :1.00 0.605 :1.00 • ..•. 0000•. 0000•• •• • •see•• • 000.00 • • • 0000•• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• • •• 0000• •• •• 0000 0000•• 0000•• � • • • • • 0000•• 0000•• • • 0 %sees Date: 9 Sheet / h< of: 3 O Project: 7� u�s ,4e-c( ;;/o*1-r- � re e A- By: rrrli� �i% Chk: AF mo /`3r3G3. ( zJ"-tam f �� 0� xAa 31 Air, ...... .. . ...... . ...... . .. ..... . .. .. .... ...... 00 0 www.hliti.us Profis Anchor 2.3.5 Company: Page: 1 Specifier. FERMIN A.MARTINEZ FL P.E.No 19363 Project: TRUSTED H.BUYER Address: 8340 S.W.65th AVENUE UNIT 3 MIAMI,FL 33143 Sub-Project I Pos.No.: Phone I Fax: (305)298-32161 Date: 8/15/2015 E-Mail: Specifler's comments:5/8"Kwit Bolt 3 HILTI 1 Input data Anchor type and diameter. Kwik Bolt 3-CS 518(3 118) ° Effective embedment depth: h9f=3.125 in.,hmn=3.875 in. Material: Carbon Steel Evaluation Service Report:: ESR 2302 Issued I Valid: 6/1/2012 11211/2013 Proof: design method ACI 318/AC193 Stand-off installation: eh=0.000 in.(no stand-oft);t=0.500 in. Anchor plate: Ix x Ir x t=48.000 In.x 9.500 in.x 0.500 In.;(Recommended plate thickness:not calculated) Profile: S shape(AISC);(L x W x T x FT)=3.000 In.x 2.330 in.x 0.170 in.x 0.260 In. Base material: uncracked concrete,2500,fr=2500 psi;h=8.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading Ob,in.lb] Z; At 5 5 'yid i r r�`. 0000 "`� r • • 0000 000000 • • • • '� ' 0000•• •• • 0000•• see �,�, -. • • 0000•• it 0060 • 00000 41" k r s 4f n • • �' a � SAT '' •••0•• • •• •000• 00 '�4' r , +, '� 00.00• • • I ire f', t • • • • � r^ ' '��a � k�,'�e'`' • • • • 0000•• bra rg 0000•• V itis 41 ,� i • • • 0000•• ti ,J ad •• • Input data and results must be checked for agreement with the adsfing condkions and for plausibilityl PROMS Anchor(c)2003-2009 HOtI AG,FL 9494 Schaen Hilts is a registered Trademark of Hilt AG,Schaan l�/ate ELn www.hlltl.us Profis Anchor 2.3.5 Company: Page: 2 Specifier: FERMIN A.MARTINEZ FL P.E.No 19363 Project: TRUSTED H.BUYER Address: 8340 S.W.65th AVENUE UNIT 3 MIAMI,FL 33143 Sub-Project I Pos.No.: y Phone I Fax: (305)298-3216 Date: 8/ /2015 E-Mail: 2 Load case/Resulting anchor forces Load case:Design loads Anchor reactions jib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 632 0 632 2 0 632 0 632 °1 x03 3 0 632 0 632 max.concrete compressive strain: -N] max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 0[lb] resulting compression force in(x/y)=(0.000/0.000):0[lb] 3 Tension load Load N.[Ib] Capacity pb] Utilization lI=N,1^ Status Steel Strength* N/A N/A N/A N/A Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength' N/A WA N/A N/A *anchor having the highest loading *"anchor group(anchors in tension) • • •••• •••••• •••••• •• • •••••• • •••• • ••••• •••••• • •• ••••• •• •• •••• •••••• •••••• 0 • • Input data and results must be chocked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003-2009 Hlitl AG,FL-9494 Schean Hilt is a registered Trademark of Hilt AG,Schean W3 www.hlltl.us Profis Anchor 2.3.6 Company: Page: 3 Specifier. FERMIN A.MARTINEZ FL P.E.No 19363 Project: TRUSTED H.BUYER Address: 8340 S.W.65th AVENUE UNIT 3 MIAMI,FL 33143 Sub-Project I Pos.No.: Phone I Fax: (305)298-3216 Date: 8/15/2015 • E-Mail: 4 Shear load Load V.[Ib] Capacity#Va[Ib] UtlllMlon 8v=Vua/oVn Status Steel Strength* 632 7949 8 OK Steel failure(with lever arm)* N/A WA N/A N/A Pryout Strength** 1896 18562 11 OK Concrete edge failure in direction x+** 1896 5760 33 OK *anchor having the highest loading *"anchor group(relevant anchors) 4.1 Steel Strength V. =ESR value refer to ICC-ES ESR 2302 0 Vd.12!Vua ACI 318-08 Eq.(D-2) Variables n Asa,v[In.2] futa[psi] 1 0.17 106000 Calculations Vsa Vb] 12230 Results Vw(Ib] Osteal V88(Ib] Vue Db] 12230 0.650 7949 632 4.2 Pryout Strength Veal 'k,[(qN')Wec,N Wed,N Wc,N Wcp,N Nb, ACI 318-08 Eq.(D-31) V,pg t V. ACI 318-08 Eq.(D-2) AN, see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANcO =9 h! ACI 318-08 Eq.(D-6) 1 Wa`•N 1+2 eN 5 1.0 ACI 318-08 Eq.(D-9) 3 har Wed,N =0.7+0.3(5het)5 1.0 ACI 318-08 Eq.(D-11) Wq,,N =MAX( ,1.5h15 1.0 ACI 318-08 Eq.(D-13) Caccac Nb =kc).4f.herb ACI 318-08 Eq.(D-7) •••• Variables • • 0000 0000•• kcp her Fin.] ect,N Cn•] ec2.N Vn] ca mU[in.] •• • •••••• •• 0000•• •• • 0000•• 2 3.125 0.000 0.000 5.000 • 0000•• • • • 0000•• 0000 • • • • • • 0000•• Wc.N c.M•] kc a p[psi] ••.. •..•. 1.000 7.500 24 1 2500 000000 • •• •.�••• • • • • • •• •• 0000 0•00•0 Calculations •0 0 0 0 0 • • eA�� A!• **so:* • AN.[In 2] ANco fin.2] Wec1 N Wec2 N Wed,N Wcp N• • • 9 • •••••• 263.67 87.89 1.000 1.000 1.000 0.667 0.0 6629 • • 0000•• Results •• • • ••• • • Vcpg(Ib) Oconcrate 0 Vcpa Vb] Vua(Ib] •• • 26516 0.700 18562 1896 Input data and results must be checked for agreement with the existing conditions and for plausibility] PROFIS Anchor(c)2003-2009 Hilts AG,FL-9484 Schaan Hilts is a registered Trademark of Hit AG,Schaan MLE NO www.hlltl.us Profis Anchor 2.3.5 Company: Page: 4 Specifier. FERMIN A.MARTINEZ FL P.E.No 19363 Project: TRUSTED H.BUYER Address: 8340 S.W.65th AVENUE UNIT 3 MIAMI,FL 33143 Sub-Project I Pos.No.: Phone I Fax: (305)298-3216 1 Date: 8/15/2015 E-Mail: 4.3 Concrete edge fallure in direction x+ Avc • Veee =(A c)WMV Wed,v W.,v Wh,v Waareuel,v Vy ACI 318-08 Eq.(D 22) �Vog z V. ACI 318-08 Eq.(D-2) Avo see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) Av.0 =4.5 41 ACI 318-08 Eq.(D-23) 1 2e„/ S1.0 ACI 315 08 Eq.(D-26) Scat Wedv =0.7+0.3(1 5�,J 51.0 ACI 318-08 Eq.(D-28) Wh,v = 1.5cet t 1.0 ACI 318-08 Eq.(D-29) ha 0.2 Vb =(7(d) -,rd—.) ce 6 ACI 318-08 Eq.(D-24) e Variables cat M•] cel[in•] eev[In.] Wwv ha[in.] 5.333 5.000 0.000 1.400 8.000 ie[In.] X da fin.] fc[psi] Wparallely 3.125 1 0.625 2500 2.000 Calculations Avc Cn.2] Avco Dn 2] WOav Wedv Whv Vb Pb] 80.00 128.00 1.000 1.000 1.000 4702 Results ucb9 Pb] Nortm to Vicee Pb] Vua[ib] 8229 0.700 5760 1896 5 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROMS Anchor.Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement Is used.The 0 factor is Increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. 4000 • Refer to the manufacturer's product literature for cleaning and installation instructions. 6 • •000*• 00#000 • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACM 8 of*the relgA%ftridardl • 66••69 *4 • 6666•• Fastening meets the design criteria! •••0•• :. : •••6 ... . . . 6 • 6 ...... 666••• . .. ..... as so 6.696• • • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor(c)2003-2009 Hilt AG,FL-9494 Schaan Hilt Ise registered Trademark of Hliti AG,Schaan www.hiltl.us Profis Anchor 2.3.5 Company: Page: 5 Specifier: FERMIN A.MARTINEZ FL P.E.No 19363 Project: TRUSTED H.BUYER Address: 8340 S.W.65th AVENUE UNIT 3 MIAMI,FL 33143 Sub-Project I Pos.No.: Phone I Fax: (305)298-3216 1 Date: 8/15/2015 E-Mail: 6 Installation data Anchor plate,steel:- Anchor type and diameter:Kwik Bolt 3-CS,5/8(31/8) Profile:S shape(AISC);3.000 x 2.330 x 0.170 x 0.260 in. Installation torque:720.001 in.lb Hold diameter in the fixture:df=0.688 In. Hole diameter in the base material:0.625 in. Plate thickness(input):0.500 in. Hole depth In the base material:3.875 in. Recommended plate thickness:not calculated Minimum thickness of the base material:5.000 In. Cleaning:Manual cleaning of the drilled hole according to instructions for use is required. y 24.000 24.000 LO a I": n v v 1 to LO n � v v 8.000 16.000 16.000 8.000 0000 • • •�•• 0000•• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • ••0000 0000 • 0000• 0000•• • •• 09.66 •• •• 6.6• •969•• 66.696 • •� f • • • •6606• 66.666 • • • •6000• •• • Coordinates Anchorin. Anchor x y c_x c+x c_y cy 1 -16.000 0.000 16.000 48.000 5.000 5.000 2 0.000 0.000 32.000 32.000 5.000 5.000 3 16.000 0.000 48.000 16.000 5.000 5.000 Input data and results must be checked for agreement with the existing conditions and for plausibllftyl PROMS Anchor(c)2003-2009 Hilt AG,FL-9494 Schaan Hilt)is a registered Trademark of Hilt AG,Schaan 21%v wwW.hittl.us Profis Anchor 2.3.5 Company: Page: 6 Specifier. FERMIN A.MARTINEZ FL P.E.No 19363 Project: TRUSTED H.BUYER Address: 8340 S.W.65th AVENUE UNIT 3 MIAMI,FL 33143 Sub-Project I Pos.No.: Phone I Fax: (305)298-32161 Date: 8/15/2015 E-Mail: 7 Remarks; Your Cooperation Duties • Any and all information and data contained In the Software concern solely the use of HIM products and are based on the principles,formulas and security regulations In accordance with HIM's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly compiled with by the user. All figures contained therein are average figures,and therefor:use-specific tests are to be conducted prior to using the relevant HIM product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,If applicable,carry out the updates of the Software offered by Hilt!on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt!Website. Hilt will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. •••• � •. 0000 0000•• • • •• • • 0000•• •• • 0000•• 0000•• • 0000•• 0000 • • • • • 0000•• 0000• 0000 • • • 0000•• • •• 0000• • • • • •• •• 0000 0000•• • 000.0• 0 • • . 0000•• 0000•• � • • • • 004, 0000•• 00 00* • Input data and results must be checked for agreement with the existing conditions and for plaustbiliryl PROMS Anchor(c)2003-2009 Hiiti AG.FL-9494 Schaan Hilt is a registered Trademark of Hilt AG.Schaan FERMIN A. MARTINEZ Project: TRUSTED HOME BUYERS LLC Florida Register#19363 P.E. Date: 05/07/2015 8340 S.W. 65 AVE.APT. #3 MIAMI, FLORIDA. 33143 Tel. 305-298-3216 Zone 4 I Zone 5 Wall- --> Standar Wall Zone41:= 40.74psf Zone51:= 48.24psf (Enclosed): Masonry Wall Design Standard Wall Wall height between floor and Roof: Hall:= 6ft+ Oin TributaryLength of Roof: Ltribl= Oft+ lin Wall Weight: wwall= 65psf -Vertical load: Wall self-weight: swwau wwall'(0.5•Hwau) Swwau= 195 plf Dead load : wDL:= Ltribt•ROOM wDL=2 plf Live load : wLL:= Ltrib1 RoOLL wLL=2 plf Total load : wTot= swwall+wDL+ wLL wTot=200 plf -Moments: Bending Moment: Mw 8-1•Zone4 H 2 0.18 Kip ft M,,,,:=•= 1' wall Mwau= (due to wind) ft -Masonry Geometric Section .... Thickness of wall : t:= 7.625in (Nominal Thickness pf wall=8 in).••• •••••• .. . • . • Thickness of flange: tf:= 1.25in •••••• •• 0.0000 0000.. • 0000.. 0000 Distance comp.fiber to cent.reinf. d:= 0.5• t d=3.81 in . :•••�• �•• .... • . • .! Width o h section(max=6t): b:= 48in (Select bars spacing"b"cons.klerrng motif Vow• 0 0 0 0.. .. .. Equivalent solid thickness: 4q:= 4.9in for t=8 in and b:=4S in •••••• 0000.. Walls radius of tion: 70.5 •..• : •••••• � r:= t• 12 r=2.2in ••' � . Modular ratio Es/Em: n:= 25.8 2 FERMIN A. MARTINEZ Florida Register#19363 P.E. Project: TRUSTED HOME BUYERS LLC 8340 S.W. 65 AVE.APT. #3 Date: 05/07/2015 MIAMI,FLORIDA. 33143 Tel. 305-298-3216 -Masonry Stresses Specified Compressive Strength of Masonry : partially grouted fm:= 1500psi Specified tensile or compressive stress in reinforcement: fs:= 24000psi Allowable Compressive Stress due Axial Load: Hcalwall Hwall For h/r<99 slenderiess limit formulae Hcalwail'r 1 =33 F,:= 0.2541 -Hcalwall2(140r)-2] Fa=355 psi Allowable Compressive Stress due Flexure : Fb:= 3-1 f Special inspection Fb=500 psi Calculated Compressive Stress(fa),axial load only: fa.comp= WTot(Q-1 fa.comp=3.4 psi Compressed concrete section case-No tensioned steel Available Compressive Stress due Flexure: f 1.0- fa.comp F f 495 si p b avail�= F, b b avail= p Fa -Selectina reinforcement 2 Estimate Reinforcement: Asest:= Mwall (fs 0.89•d)-1 Asest=0.027 In ft Proposed Reinforcement z Bar:= 4 Asbar:= 71 • (Bar• in)2 ASbar=0.20 int at b=48 in As:= Asbar'b 1 As=0.049 in 256.4 ft Reinforcing Ratio: p:= As• b•(b• d)-1 p =0.0011 Compression block location: 2 (for rectangular section) k:= (n• p) +2• n• p -n• p k=0.2 Check Compression block: k•d=0.8 in > t f= 1.3 in => design as T-beam T-beam Design 2 —1 •••• Compression block location: p r tf) rp r ttll • . •••••• I\ L I\ JJ .... . (for T beam section) k:= n+ 0.5 d n+ d .••. •• k=0.2 . . ...... .. . ...... 2 3 1 .....i Lever arm: j•- 6 -6-- + 2 . d Cd/ (al pZn .... d) ,- I\ J I` JI J ...... (for T beam section) 6 -6•— + 2 + �i,s.� — 0:8 7•. . .... . .. ..... • . . • • Ms:= As•fs•j•d ;••:P=0.32 Kip•ftp • Resisting Moment: :000 • (Whichever is smaller) tfKi ft • Mm fb.avail• 1 - 2 k d tf•j•d •000;L=0.5•. • • Checking : Mist:= if(Mm<N4,Mm,Ms) Mliesist=0.32 Kip • ft > Mwall=0.18 Ki f• ft => OK MASONRY WALL REINFORCING - #4 Bar @ 48 in 3 Date: Sheet 2 3 of. 3 6 Project: 7r,�7z,4 6 tl-eJ #o Aw e_ • By: iv .4. Chk: ACI �i•7c�1 &AW �l/ialarm J I l � w= ice?-?sof YJ -w 6F f 9f • � 4444 ••••�• • • • • 4444.. •• • ••...•, 406••6 4444•al• 6 6 •.•446 44••• • 4444 • 0 • • 6 006. 4.•6• 4444•• 0 FERMIN A.MARTINEZ,P.E. Project:TRUSTED BUYER LLC CONSULTING ENGINEER Date: 08/15/2015 FL.P.E.No 19363 8340 SW 65TH AVE.UNIT 3 Miami,Fl.33143 TEL.(305)298-3216 CONCRETE BEAM BEAM MATERIALS GEOMETRY LOADS fc fy b h cover d SPAN DL LL DL+LL S/W qu si Psi in in in in ft plf plf plf plf plf B-1 3,000 60,000 12 8 1.5 6.00 9.00 0 145 145 1 494 BEAM SHEAR Vu phi Vc phiVc>Vu Require phiVc/2>Vu Minimum Vs Bar size Av(21egs) S design d/2 S final # # shear reinf. reinf.is re 'd. # si in in in B-1 2,223 6,704 Yes No Yes No -4,481 3 0.22 -15 3 5 BEAM FLEXURE Mu Ru .85fc/fy (1-2Ru/.85fc) ro As design Amin As final Number of bars -If psi si si si #5 #6 #7 B-1 5,001 154.35 0.043 0.879 0.00266 0.19 0.24 0.24 0.8 0.5 0.4 BEAM RESULTS SUPP.REACT.Pu SUPP.REACT.Serv. b h Shear Flexure Right end Left end Right end Left end in in Reinf. Reinf. kip kip ki kip 00 see 0 B-1 0 1� '.; ; g 4 @ 5" 2#T&B 2.22 2.22 1.31 1.31 •0 000 • .. of ••• • • • •• •o• ;• Date: 48 S,20/J' Sheet �" of. 3 D Project:7�� o .(3�c C. By: r L Chk: X3 x/',s��`rI �cL // �o p�•� GJ / �G/ 7'Lr.l 2,,,'._...!) " no 0,0t � /zip .1 o� f Gva ✓.'Av, �`a = '0" / x'x // x /J'old`vc OF, 03 101 a7 —J Gov a� J�/ooh•;- CZ<�'f 3D��D /a� O. 4 X X/2 k",b/�S74 V X /csrO/d Gf 2 Gr'.. ©do •• • • • ... c�4 ��` f� ar-" h� �� .. • .... • Wr--/� L��3c3� X /� •. . • • • , Osseo •so* . 0 :0: RInAMBCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff Bas Site Map Links Search Businq ProfDepaiU7tent�essi I Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List + a Search Criteria Refine Search Code Version 2014 FL# 16294 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL, Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# JafBg M>tnufacturer Validated By Vitus FL16294-R1 Affirmation Nu-Vue Industries Inc. Jesus Gonzalez, P.E. Validated Category:Structural Components (704) 827-1769 Subcategory:Wood Connectors *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone:850487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 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 pmvided 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 dick here, Product Approval Accepts: on RINI= PIR 0 securitystETRILV •••• • • 0000 0000•• • •• • • • • • 0000•• 0000•• •• • • 0 • • 0000•• 0000•• 0000 • • • • go • � 0000•• 0000• 0000 • • • • •• 0000• 0000•• • • • •00• 0000 0000•• 0000•• • • • • • • 0 0000•• • • 00000• • • 0000•• •• • 0 0 0 VIPIN N. 'l OLAT, P.E. . �rnt�tscCG.rt� �vsr�urt 15123 Lantern Creek Lane, - A41 . Houston,TX 77068:3831 A TEL: 281444-9193. Fax: 2$1444-9184 Eraa1t: vtolat@sbeglohal.net Page 1 ENGINEER'S EVALUATION REPORT#NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors I - REPORT HOLDER: NuVue Industries Inc; 1055 E.29`x'Street, Hialeah,FL.33013 www.nu-vueindustries.com nuvue@bgllsouth.net Phone:305-694-0397 Fax: 305-694-0398 1.0 EVALUATION SCOPE: Compliance with 2010 Florida Building Code-Building and Residential 2.0 PRODUCT DESCRIPTION: Refer to tables 1 through 21 of this report for Product name,size,size and number of fasteners,fastening details shown in the diagrams and the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS: 1. Steel shall conform to ASTM A653, SS grade 33,min.yield 33 ksi,min. tensile strength 45 ksi and min.galvanized coating of G 60 per A§TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. Pine,specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005. 0000 4. Allowable uplift loads have been adjusted for load duration factor CIS of 1.6. •••••• •••••• Allowable gravity loads have been adjusted for CD values of 1.0, 1.15.add2.25 pea. . table 2.3.2 of NDS 2005.Design loads do not include 33%increase fcx•steel and••• •••• • 0. 0 0 0 concrete. � . 0000.. 5. Concrete in Tie beams shall be min.of 2500 psi. Concrete Masonry,-ffi&and :•••:• • mortar in concrete masonry shall be min. of 1500 psi. Concrete masoxy,4ll00 ••• .. 00. comply with ASTM C90. 000000 0000 000000 b. Combined load of Uplift,L 1 and L2 shall satisfy the following equation;• 0 •0 Actual Uplift + Actual L 1 + Actual L2 <=1.0 :-000: 0000.. Allowable Uplift Allowable L 1 Allowable L2 .. 0 0 000• • •••••• . . i Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue Industries Catalog.The information in this report supercedes any ' conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc,(PT) Atec Associates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N.Tolat,P.E. Product Test#/Test lab Date tested Tested NVTA/NVTAS 02-3938/PT 8/6/02 NVTA/NVTAS 02-4073/PT 11/6/02 NVTA/NVTAS 02-4074/PT 11/6/02 NVTA/NVTAS 02-4075/PT 11/6/02 NVTA/NVTAS 31.22456.0002/ATEC 7/6/02 NVBH 24 02-4096/PT 12/3/02 NVUH 26 02-4095/PT 1/17/03 NVRT 03-4177/PT 2/3/03 NVRT 03-4202/PT 2/19/03 NVRT 03/4270,4271/PT 3/27/03 NVTH/NVTHS 04-46981PT 4/15/04 NVSNP3 03-4482/PT 9/15/03 NV358 03/4543/PT 12/19/03 NV458 03-4590/PT 12/31/03 NVHCL/R 03-4625/PT 1/21/04 NVSTA/NVHTA 04-4641,4642/PT 3/17&3/22/04 NVJH24,26,28 03-4385,86,87/PT 5/30/03 NVS0236 034349,57,58/PT 5/13,5/19,5/20/03 NVTP4 03-4303,44/PT 4/21,5/1/08••••• i . . 0000 0000..NVTP4H 03-4345,43/PT •$(2,1/5/03 •• • 0• NVHC43,43/2 70-02-94-00381/ATEC 0...13/27/95..•0• 0000:0 AB5 05-5195,95A/PT —%W15108 • 0• AB7 05-5196,96A/PT .0••'2/15/08.0.;0 • NVHC37 03697.0001/ATEC 0.00!1/27/16 •':••• 0000.. .. 0000. IKE I 05-5612/PT 0••0.g/20/(%;•:• •.•... IKE2 06-5622/PT 0 0 0 0 0#5/l/06 . .' NVTHJ26 044995/PT&138-96013-O1/PSI 1/34/0SA/7/89 ••••:• 0000.. NVTHJ28 044996/PT& 138-96013-05/PSI 1/39/0S&.12/2/99 :0000: i i i 2y113D Page 3 6.0 DESIGN: 1 Maximum allowable loads shall not exceed the allowable loads listed in this ' report.Allowable loads are based on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report.Allowable loads shall not exceed the capacity of wood members.Capacity of wood members shall be checked by Engineer/Architect of record. 3.Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NuVue Industries metal structural connectors described in this report comply with or are suitable alternative to what is specified in section 1.0 of this report. 2. Design loads must be less than the allowable loads shown in all the tables of this report. 3. The connectors must be manufactured,identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NuVue industries Inc in Hialeah,Florida under a quality control program with inspections by NAMI Inc having State of Florida license#QUA 1789. •i��►t a aaaa�a�� •.•' N. Tp4 •. Vipin N.Tolat,P.E. �.`a�Q�•'"• ••, '•. . •��G E N S�. .•• Florida P.E.#12847 • 4/15/2013 o.12847 vnt/nu04l 3 ;-p STATE OF j .90 Q'� ((fie •••• ��t�aSjO00. NA +•0` •••:•• •••••• ••••�• •••• • • • • •••• • ••••• •••••• • •• ••••• •• •• •••• •••••• • •• • L • — 36/90 Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs) Product en ,hist Double Single osteners Craft LW"100111 open 1.0001 16es Code �D Size Header Header e e Daae SV40 s Deme W H BS Size Size Joist, Header 1180910+ NVJH24 1% 3% 3 2x6 2-� 2x4 6-10d •-10d x 115 4-10d x 115 744 744 4930 • NVJH26 1% 5 3 2x8 2-2x8 2x6 10-10d 10-lad x 1 a-10d x 115 1240 1240 821 2x6 2-2x8 24 NVJH28 1% 61 3 2x10 2-2x10 2x10 14-10d 14-109 x IV 7-10d x IV 1736 1736 1079 2x12 2-2x12 1 2.12 « Use only in non-HVHZ Single Header 1-2X1 jg• 3;,,� Double Head 1 Ya• 1 Y4' � 2- e e ' o H o o • O e 1 NVJH 26 as shown NVJH 24 do 28 Joist O similar but with BS different hales. t W TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Joist Header Fasteners Allowable Loads (Lbs.) Size Size Header Joist GRAVITY Uplift C0=1.0 CD=1.6 14-104 6-10d 1758 1108 2-2x8 - 2x6-8 2-200 14-16d 6-16d 1875 1279 2-202 h.Screw, 6-169 808 1217 Header 2-2X Minimum •••• • • 0000 600699 0• • •• 0 0 • � Q ° �o °O 0000 • 516- o • • 0000• ° ° 0000 ••�..• O O ...... .. ..... • . 346- • • • • 0000•• ••••6• • • • • • • • 6 0 000 0000•• Joist •• 0 / 1-2X Minimum BOLT HOLES 1/2' DIA. /1 NAIL HOLE 3/16- DIA I Y . • � e FER 41N A.MARTINEZ • CONSULTING ENGINEER FL P.E.No 19363 8340 SW 65 AVENUE UNIT 3 MIAMI, FL. 33143 TEL. (305)298-3216 JOB: REMODELING TO RESIDENCE OF: OWNER: TRUSTED HOME BUYERS LLC ADRESS: 70 NW 105 STREET MIAMI SHORES,FL 33150 STRUCTURAL CALCULATIONS INDEX OF CONTENT: 1. WIND LOAD. ...... Page: 1 thru 10. • ...... .. . ...... .... . .. ..... ...... .... ..... .. .. .. . ...... s ,Y'S99I.s 0 _® L ; No. 19363 • '� r � e � • e �• "' °• STA C�F C 4 AL '�s's ga'esee`9�aet f• 1 0 Project Name: TRUSTED HOME BUYERS LLC -------------------------------- ------------- . . .... ...... ...... .. . ...... . .... .. . . . Location: 70 NW 105 STREET MIAMI SHORES, gg 315` *--* . . . 0:0. .. .. .. . ...... By: FERMIN A. MARTINEZ, FL. P.E. No 19363 ...... .• . 11 . . . ...... Start Date: 5/7/2015 """ Comments: WIND CALCULATIONS. ' ' 000 ..\Trabajo-Copia-local\0-1-2015\wind\WIND.wls I' _ TRUSTED HOME BUYERS LLC May 7, 2015 o� ASCE?-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. . . .... ...... ...... .. . ...... 000.00 • .0600• 0000 •• • • • • • • • • 0000 • •• 0000• ••••9• •••• •• 0000• • • 9 • - •• •• • 0000•• • ••••9• • • • • • • •0090• • • • • 00 0 WLS4—[1.10] copyright©2020 SDG, Inc. Page 1 of 7 1 _ TRUSTE® HOME BUYERS LLC May 7, 2015 ASCE?-10 -Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 53.42 1.0 2 24.08 0.33 Top 3 53.42 3.0 Wz 4 24.08 0.33 W1 A B : W3 Eave Height: 10.58t Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled Front wght Roof Slope(:12) A&B 3.0 L- -------- ------------ W1 W4 W3 W4 W3 W2 0600 • 0000 0000• • . 0000 • • • • • • 6600 06 • 0000• • •.•••6 6600 6• 0 • • 0 0 • • • 0000 • •• 000•• • 0000.• 0000 6060• • 6 • • • •• •• •• • 0000••0 ••6666 • • • • • • 0000•. 0600•• • • 0 000• •6006• • • • WLS4—[1.10] Copyright©2020 SDG, Inc. Page 2 of 7 P , . TRUSTED HOME BUYERS LLC May7, 2015 f • ASCE?-10 Section - 1 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 1 .75 ft Top W2 ---------, Wall Length(ft) Overhang(ft) A 1 14.83 0.0 W1 W3 2 6.0 1 .0 3 14.83 1 .0 B 4 6.0 1 .0 W4 Front Right Eave Height: 10.53t Parapet Height: 0 ft """ """ B A Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 0000 Roof Shape: Gabled • 0000 00 0000 0 Roof Slope(:12) 00006 ' ' ' .. . 0000.. 000000 0 A&B 3.0 0000 .. . 0 0 0 0000 . .. 00000 0000.. 0000 0000. 0 . 0 . 0000 .. . 0000.. :90:9: 0 0 000000 0000.. . . 0..000 00 . 0 000 . 0 . . WLS4—[1.10] Copyright©2020 SDG, Inc. Page 3 of 7 P . TRUSTED HOME BUYERS LLC May 7, 2015 10 • _ ASCE7-10 Section - 2 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W1 Position on W1 : 21 .67Ft Top W2 Wall Length(ft) Overhang(ft) r"""""" " """ """ 1 15.83 1 .5 2 10.83 1 .5 W1 3 3 15.83 0.0 4 10.83 1 .5 W4 Front Right Eave Height: 10.58t Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 Ws W2 Roof Shape: Flat . .... .. . ...... .... . .. ..... ...... .... ..... .. .. .. . ...... . . . . ...... .. . • •00 • WLS4—[1.10] Copyright©2020 SDG, Inc. Page 4 of 7 f' TRUSTED HOME BUYERS LLC May 7, 2015 ASCE7-10 Composite Drawing 2 r------------------------------...."'---------------------'__, 6 ;5 7 • 4 D A B S3 � i3 C 0000 • • 0000 0000•• 9 0000 • ---------------------------- 8 ••. • •• • •••••• 0000•• •K• •• •• • • D• • • • •t9 • 90 •99•• •••�• • 9.90 00000 • ;• •• 9 9999••• i1 E 0000•• • ;• • •099.9 10 •� • • ••• • • 12 11 4 WLS4—[1.10] Copyright©2020 SDG, Inc. Page 5 of 7 TRUSTED HOME BUYERS LLCMay 7, 2015 [ • ASCE7-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zone Span(ft) I Width(ft) Area(sgft) HR 4020 Wall 7 (All) 2.0 2.0 4.0 HR 34 Wall 9 (All) 4.2 2.2 9.2 0000 . 0 0000 000000 .. 0000 . . . 0000.. .0 . 000000 000.00 9 0. 6 6999 . 000.. 0 0 .. . 0 0000 . .. 0000. 0000.. 0000 00000 9 . 60000* .. . 0000.0 0000.. 9 so . . . 0 00000 0 0000.. 9 . .0960. 00 0 WLS4—[1.10] Copyright©2020 SDG, Inc. Page 6 of 7 1 TRUSTED HOME BUYERS LLC16/0 May 7, 2015 ASCE?-10 Components and Cladding Output Component Description Surface I Zone I z(ft) q(psf) JGCp GCpi ExtPres(psf) Net w/+GCpi(psf) Net w/-GCpi (psf) HR 4020 7 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.40 -79.2 -89.4 -69.1 HR 34 9 4 12.1 56.6 1.00 0.18 56.6 46.4 66.8 12.1 56.6 -1.10 -62.3 -72.4 -52.1 5 12.1 56.6 1.00 56.6 46.4 66.8 12.1 56.6 -1.40 -79.2 -89.4 -69.1 0000 . . 0000 0000.. .. 0000 0 . 0000.. .. 0.0.00 0 0000.. 0000 of 0000 . o..o0000. •0000• 0000 0000. .. .. .. . 0000.. o • • 0000.. 0000.. .. 0000 0000.. WLS4-[1.10] Copyright©2020 SDG, Inc. Page 7 of 7 11 FERMIN A. MARTINEZ Project TRUSTED HOME BUYERS LLC CONSULTING ENGINEER Date : 05/07/2015 F.P.E. No 19363 8340 SW 65 AVE.UNIT 3 Miami, Fl.33143 Tel.(305)298-3216 0 LOAD COMB. FACTOR=0.6WIND+0.6 WINDOWS: WINDOW HR-4020 Z-4 66.80 x 0.6 = + 40.08 PSF 72.40 x 0.6 = - 43.44 PSF Z-5 66.80 x 0.6 = + 40.08 PSF 89.40 x 0.6 = - 53.64 PSF WINDOW HR-4020 Z-4 66.80 x 0.6 = + 40.08 PSF 72.40 x 0.6 = - 43.44 PSF Z-5 66.80 x 0.6 = + 40.08 PSF 89.40 x 0.6 = - 53.64 PSF Goes 0*0 • *See •• • • • • • • • • 80 • • • • • fees*• • • • • �d FEkMIN A. MARTINEZ Project:TRUSTED HOME BUYERS/LLC ' CONSULTING ENGINEER Date: 05/07/2015 FL, P.E.No 19363 8340 S.W. 65 AVE. UNIT 3 MIAMI,FLORIDA. 33143 Tel. 305-298-3216 Load Analysis: w�: -Location Data Wind speed : V=175 mph Category Exposure: "C" -Building Data Building Classification: Building: ENCLOSED Mean Height: HBldg:= 12ft+7in RoofAngle (3":12): 0,.r:= 14.Odeg "a" Calculation: Least horizontal dimension : •••• • . ...• ...... Bhuriz:= 24.08ft Wall height : hwall:= 10.58ft •••' i ••.• • a:= %1 E—0.1•Bhoriz .••�•• •• • •.•••• x2 <—0.4•hwa11 •••..• • •• • • x3 E— min(%1,x2) ••.•.• •.•• ••i•.• %4 0.04 B .• .. •• •..•:• horiz •...•• • • x5 F-3ft • • • • •••••• x6<—max(x4 x5) • • • •••••• x3 if x3>x6 " • x6 otherwise a =3.0fflft 1 r r / • o, § s �. ��-,:-.�� _..oa�,� .._-��wss,�.a��n�►i =�!.��a,�,w. �� ;aid �` qg �r=�==�=�� a' �rs�■r�-�.�r�rr�:�•r ice.. ..�.�-;� s�..r�.�.�_�,�r.<__ 1@� .N�/' ./'fid-�.:/ �L/.�d.�► .�% Ol. .i� � .r%�I� -- t �V.��'i/�_ �•F�=�!i%7.,L�/T,/_�r�. �i°l..riv.'l .1�1 %i�,�Al�.C�►.I' � lf�' .. 1®��i/,� �7�.��.h s�� .._.-�.iLI.�Y/.i��_�s-.%�I!�A� :9lii��T�.� _ �►G �— ��1d/►3�� _ Vii► �.�jYJ�''�, ��r,i.+IP�.•V_oJ'3id'J� est •r'�f'-_ -�,�1,�-7�i1►.ai,�"."�v/,:p�..al!. .. � i � .his c. � s,r � - - it aim' M..- �r•.�"�_ fir_. ,� � FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: homebuyers1 Builder Name: Street: 70 nw 105 street Permit Office: miami shores City,State,Zip: miami shores,FL,33150- Permit Number. Owner: trusted home buyers Jurisdiction: 232600 Design Location: FL,KENDALL TAMIA MIAMI 1. New construction or existing New(From Plans) 9. Wall Types(1488.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1488.00 ftz b.N/A R= ftz 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 5 d.N/A R= ftz 5. Is this a worst case? No 10.Ceiling Types (1524.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 1524.00 ftz 6. Conditioned floor area above grade(ftz) 1524 b.N/A R= ftz Conditioned floor area below grade(ftz) 0 c.WA R= ftz 11.Ducts R ftz 7. Windows(234.0 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 304.8 a. U-Factor. Sgl,U=1.30 234.00 ftz SHGC: SHGC=0.30 b. U-Factor. WA ftz 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 SEER:16.00 c. U-Factor. WA ftz SHGC: 13.Heating systems kBtAr'*%Efficiency d. U-Factor N/A ftz a.Electric Strip Heat i • • �T.t•COP:1.t5*0:0 SHGC: •• 0 00000. 00 0 • • Area Weighted Average Overhang Depth: 2.000 ft. 000 •• •0 0000• Area Weighted Average SHGC: 0.300 14.Hot waters stems 000000 • • • a.Electric y Tankless •••• •• C 1 gallons alloii0 0 0 0: 8. Fluor Types (1524.0 sgft.) Insulation Area •••• i ••EF: 0.9120o•• a.Slab-On-Grade Edge Insulation R=0.0 1524.00 ftz b. Conservation features •.•.•. ••.• ••:•• b.N/A R= ftz None ••000• 00.0 0 0000•• C' R= ftz 15.Credits 000000 • Pstat •0 0 • • Total Proposed Modified Loads: 38.31 PA •S Glass/Floor Area: 0.154 $�7 •••••• Total Standard Reference Loads: 48.49 •• • • 0 • • I hereby certify that the p �rA sflecftfinff covered by Review of the plans and TIRE 57,q� this calculation are ini �waitlt the Energy specifications covered by this Code. ° '.. - ®C� ° � calculation indicates compliance �'� with the Florida Energy Code. & nfit PREPARED BY: Before construction is completed DATE: = = this building will be inspected for 0 !{If o compliance with Section 553.908 I hereby certify that tidies Ator ' ned„tsctimpliance Florida Statutes. with the Florida Energy 2m z O R j OWNER/AGENT: do�� ®°°° °°°°° BUILDING OFFICIAL: DATE: '®e®;; �➢s° DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/4/2015 9:11 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 f• PROJECT .Title: homebuyers9 Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 1524 Lot# Owner: trusted home buyers Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 70 nw 105 street Permit Office: miami shores Cross Ventilation: County: dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: miami shores, Family Type: Single-family FL, 33150- 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,KENDALL TAMIA MI FL MIAMI KENDALL TA 1 48 90 70 75 238.5 59 Low BLOCKS Number Name Area Volume 1 Blockl 1524 12192 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finishe8400led Heated • • • as 1 Main 1524 12192 Yes 8 5 1 •• •Yes •••• Yes -,?es • • . • FLOORS966:06 0 # Floor Type Space Perimeter R-Value Area '•00:0 : file. Wood. pet 1 Stab-On-Grade Edge Insulatio Main 188 ft 0 1524 ft2 •••••• •4• 0 **:1** 9 —.- • • • • ROOF """ • • . . . • Roof Gable Roof Solar * .•. Emitt• Emitt Det..Pkch V # Type Materials Area Area Color Absor. Test2tl • •"tejiQ=1 Insel. (deg) 1 Hip Composition shingles 1571 ft2 0 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1524 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1524 ft2 0.11 Wood 5/4/2015 9:11 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 f' WALLS AdjacentSpace Cavity Width Height Sheathing Framing Solar BeloA Omt To Wall Type w 1 N Exterior Concrete Block-Int Insul Main 5 53 8 424.0 ft2 0 0.75 0 2 S Exterior Concrete Block-Int Insul Main 5 53 8 424.0 ft2 0 0.75 0 3 E Exterior Concrete Block-Int Insul Main 5 40 8 320.0 ft2 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 5 40 8 320.0 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main Metal .46 3 7 21 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Tinted) Yes 1.3 0.3 50.0 ft2 2 ft 0 in 5 ft 0 in Roller shade Interior 5 2 S 2 Metal Single(Tinted) Yes 1.3 0.3 90.0 ft2 2 it 0 in 5 ft 0 in Roller shade Interior 5 3 E 3 Metal Single(Tinted) Yes 1.3 0.3 52.0 ft2 2 ft 0 in 5 ft 0 in Roller shade Interior 5 4 W 4 Metal Single(Tinted) Yes 1.3 0.3 42.0 ft2 2 ft 0 in 5 ft 0 in Roller shade Interior 5 INFILTRATION vessel . . .... ...... # Scope Method SLA CFM 50 ELA EgLA ACH •• •ACH�D•• •• •• 1 Wholehouse Best Guess .0005 1998.7 109.73 206.36 .345 ...;.. 9.8363 • • • HEATING SYSTEM • ..*. . .. ..... # System Type Subtype Efficiency Capacity •.•..• •••• Vlock ••P 1 Electric Strip Heat None COP:1 21 kBtu/hr •• • • 1 sys•#1 COOLING SYSTEMso 0 Sam • # System Type Subtype Efficiency Capacity Air Flow SHR*•• Block Ducts 1 Central Unit None SEER:16 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC .Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 5/4/2015 9:11 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 ` 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 6 304.8 ft Attic 76.2 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar W Apr I Jun ri Jul n Aug n Sep Oct Nov H Dec m:y Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 . 68 68 68 68 68 68 68 66 66 0000 • 0000 0000.. •. • 0000 • 0000.. .. . 0000.. • 0000•. 0.60 00 • :0080: 0000 • •• 00000 6 0000•. 6.60 90:66 .. .• e• . .006.6 86.•60 • 6 • . • 6 • . • • 600•.0 .•••6. 000 6 6 • • • 0 0 5/4/2015 9:11 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 P FORM 405-10 Florida Code Compliance Checklist ` Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 70 nw 105 street PERMIT#: miami shores, FL, 33150- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and / doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: L/ gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which fornaIfie�. primary air containment passageways for air distributioRsyltems sP� : •• be considered ducts or plenum chambers, shall be cca"gted ani•• •; sealed in accordance with Section 503.2.7.2 of this cede:.. 403.3.3 Building framing cavities shall not be used as supply algeiet• •..• ..... .. .... ..... Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with e1%Gibnciez?in.• •,• •• Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulateal to= R-2 . ....:. +accessible manual OFF switch. • Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical '•' ^/ • ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. n No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas B, and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee wails 405.2.1 R-19 space permitting. 5/4/2015 9:11 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 f' r r L _ ENERGY PERFORMANCE LEVEL (EPL) r _ DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index,the more efficient the home. 70 nw 105 street, miami shores, FL, 33150- 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=5.0 1488.00 ft2 b.WA R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1524.00 ft2 6. Conditioned floor area(ft2) 1524 b.N/A R= ft2 _ 2 7. Windows"" Description Area 11 Ducts R R ft2 a. U-Factor. Sgl,U=1.30 234.00 ft2. SHGC: SHGC=0.30 a.Sup:Attic,Ret:Attic,AH:Main 6 304.8 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. WA ft2 a.Central Unit 30.0 SEER:16.00 SHGC: d. U-Factor. N/A ft2 13.Heating systems • kBtti/�1j••Efficiengy•••• SHGC: a.Electric Strip Heat •••• ;1 Qe COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. • •• 0 • Area Weighted Average SHGC: 0.300 •••••' •• • *400:0 • 8. Floor Types Insulation Area 14.Hot water systems ••'•" • e 0 .•.• e e Cap: 1 galldli •••4 a.Slab-On-Grade Edge Insulation R=0.0 1524.00 ft2 a.Electric • • • • + b.N/A R= ft 0000 . •• EF:0.9Z`.•• z b. Conservation features • •••• •••• ••••• c.N/A R= ft2 • • • • • None •. •• .. a sees•• 15.Credits ••;• • Pstat ••e • • • 40.000 00.00. 00 0 e 400 0 • I certify that this home has complied with the Florida Energy Efficiency Code for Buildingle • Construction through the above energy saving features which will be installed (or exceeded) O ' srgr�o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: .9y ®z-N//11th Date: Address of New Home:�� 5 l��-c7- City/FL Zip:/ ��c � r4, ,fit CaD WTE "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 a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. '`Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary trusted home buyers Project Title: 70 nw 105 street homebuyers1 miami shcres, FL 33150- 5/4/2015 Location for weather data: Kendall-Tamiami, FL -Defaults: Lattude(25.65) Altitude(?ft) Temp Range(L) Humidi data: lntedor RH 50% Outdoor wet bulb 78F Humidity differen 59 r. Winter design temperature(MJ8 99%) 49 F Summer design temperature(MJ8 99%) 91 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 16 F Total heating load calculation 21557 Btuh Total cooling load calculation 27183 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh 1 otal (Electric Strip Heat) 97.4 21000 Sensible(SHR=0.75) 106.0 22500 Latent 125.9 7500 Total 110.4 30000 WINTER CALCULATIONS Winter Heating Load for 1524 sqft) Load component Load Window total 234 sqft 6388 Btuh Vf-dV-BCJU%) Wall total 1233 sqft 3407 Btuh Door total 21 sqft 203 Btuh "Lu%) Ceiling total 1524 sqft 1019 Btuh •0609• Floor total 4524 sqft 4659 Btuh *Goo:* Infiltration 112 cfm 2590 Btuh °oma"�j as • • • Duct loss 3291 Btuh • 0 • Subtotal21557 Btuh •• • :•o••: Ventilation 0 Cfm 0 Btuh 0---t-0 •.•• 00:066 TOTAL HEAT LOSS 21557 Btuh 00:66: •••• ....• 0090 0 SUMMER CALCULATIONS • •' . . . • ...... Summer Coolie Load for 1524 s ...... Load com onent Load •• • ••• :6009: Window total 234 sqft 6980 Btuh • • • Wall total 1233 sqft 2595 Btuh Door total 21 sqft 215 Btuh Ceiling total 1524 sqft 2184 Btuh > Floor total 0 Btuh Infiltration 84 cfm 1480 Btuh Internal gain 4240 Btuh Duct gain 3530 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 21225 Btuh tIM Latent gain(ducts) 983 Btuh Latent gain(infiltration) 3374 Btuh Latent gain(ventilation) 0 Btuh MUM%) o ax) Latent gain(intemaVoccupants/other) 1600 Btuh Totat latent gain 5958 Stuh TOTAL HEAT GAIN 27183 Btuh EnergyGauge®System Sizing 8th Edition PREPARED By'6' DATE: S EnergyGauge®/USRFZB v3.1 E' C:\Users\SPSC2\OneDrive\SPSC SHARED\CADD FILES\0001 ALEX CADD FILES\BOUNDARY SURVEY\dwg\70 NW 105 STREET, MIAMI SHORES.dwg May 2015 � 00 > � z � doh MAP OF BOUNDARY SURVEY- ti .O - -4O6 O pp � .p of 1 0 '< Z .� II N G N opo c y 0 N. W. 105th. STREET _ t7 Lh —� S89. 31' 2"E 75' RIGHT-OF-WAY j 16' ASPHALT PAVEMENT l� Lo fo oI V O b Z' �I zo 23' GRASS SWALE b a7,a a a a BASIS OF BEARING _ ^ P . CONCRETE SIDEWALK c b 80�/' (R); 80.20' (M) V F.I.P. %2" 8 3 ` 32"E 75.00' �R) F.I.P. � (NO-1 D) (25; (50.00) 2 (NO-ID) JC B.C.F.I.P. 3/4"t2350 (NO-ID) ° CP .0' TEP FENCE COR. 14.80 0.36' (E) 9.9�i c`oo 28.25' rn 05.25' 3'x3' oC .-N CC CONC. C.L.F b 1 75 �A/C PAD `y 10 ONE STORY k W N C.B.S. �t tTl N RESIDENCE N FENCE COF t- ,y #705 �. 1.70' 17.67' 0.50' (E) 3 C N o /�uji 15.80' N Z tines-- � € 0CpC O in c EAST 1r1 �I^ 1.0' ci 10.2 W O .0 0 O yon O ff• c N STEP p �b �o�o o� Z REMAINDER ? LOT 12 LOT 11 o LOT 13 L•- oa rA 25.00 t !......... U o b ONE STORY Mo q C.B.S. �'� O 0 20' 40' FENCE COR. ``' `2 EFFICIENCY FENCE COR. a d g � 0.70' (N) �'�. 0.70' (N) z yo q�y n & 0/L ? 0 0 0.30' (E) " 0 0 .� SCALE: 1"=20' F.I.P. /2 (2 0�') (50.00')t F.1.P. Y2 y ,d _NO-ID) C.L.F. (NO-ID) Z� b H —OHC 0 C OHC C OH OHC—OHC g 1 z 8 Y WP 15 ALLEY 9' ASPHALT PAVEMENT a , IOTIS IOT17 IOT18 >Q� No LEGEND Z AB REVIATIONS: A/C - AIR-CONDITIONER N.T.S. - NOT TO SCALE b BLDG. - BUILDING (NO-ID) - NO IDENTIFICATION x B.C. - BLOCK CORNER OHC - OVERHEAD CABLE z 0 C.B.S. - CONCRETE, BLOCK, STUCCO O.R.B. - OFFICIAL RECORD BOOK 0-, C.L.F. - CHAIN LINK FENCE PVT. - PAVEMENT U CONC. - CONCRETE P.B. - PLAT BOOK (C) - CALCULATED PG. - PAGE C" CLR - CLEAR R/W - RIGHT OF WAY o - RECORD COV - COLVER D RES. - RESIDENCE ftl rL - CENTERLINE RGE. - RANGE k ; 0 C7 COR. - CORNER S.I.P. - SET IRON PIPE C S.N.&D. - SET NAIL AND DISC U z � (D ) - DEED SEC. - SECTION P, cn C, D/W - DRIVEWAY ENC. - ENCROACHING ( ) - TYPICAL ?m O O r FND. - FOUND TWP. - TOWNSHIP 00�' n 'ti W.F. - WOOD FENCE 4 C) � � F.N. - FOUND NAIL IT m O F.I.P. - FOUND IRON PIPE W.P. WOOD POLE �v U t - MORE OR LESS a Z 00 M.D.C.R. - MIAMI-DADE COUNTY RECORDS O 'n Y y �'' (M) - MEASURED (00.00) - INTERIOR LOT DIMENSION OR O> r�- n REMAINDER OF LOT DIMENSION rtJ O O r• +•• : • ♦ • • + W O • a• . • • • • � 1ry C ► 7 004 ••• •• ••• c Ln •- FD I. a lie - a O pi # 7 Lij _ A W. _ 105th. STRUT � o - - - creq —I / —I— T — T- -I- -1 I— Q 1 � (14 1 1 3 12 11 10 19 18 17 1 6 1 1 -1- _ 1 � l�l 1 1\ / I 1 I I I F � I� w CERTIFIED TO: 114 i 1 2 _ -1 �'° LEGEND / ABBREVIATIONS: Lij 1. TRUSTED HOME BUYERS, LLC, A FLORIDA LIMITED - J — — — ti LIABILITY COMPANY, BUYER - T'�3I — T — —I 1 2 —1— — _3 I A/C - AIR-CONDITIONER N.T.S. - NOT TO SCALE 0 2. CHRISTOPHER BLUMENBERG, LENDER BLDG. - BUILDING (NO-ID) - NO IDENTIFICATION 3. TITLE GUARANTY OF SOUTH FLORIDA, INC., TITLE COMPANY 15 16 17 18 4 B.C. _ BLOCK CORNER OHC _ OVERHEAD CABLE 4. NORTH AMERICAN TITLE INSURANCE COMPANY, TITLE UNDERWRITER I I L — — _ J C.B.S. CONCRETE, BLOCK, STUCCO O.R.B. OFFICIAL RECORD BOOK z ��) 5 I C.L.F. - CHAIN LINK FENCE PVT. - PAVEMENT CD ,�.i — —I— _ 1 — — I— —1 — — — �) �� (C) - CONCRETE P.B. - PLAT BOOK LEGAL DESCRIPTION: - � CLR - CLEAR LATED R/W - RIGHT OF WAY 1 _ N.W. _ f 04th. S_TRI�'R_T _ � COL - COLUMN FOLIO No.: 11-2136-013-1210 COV - COVERED RES . - RESIDENCE T - T -I- -f T - T -1- -I - 7 - CENTERLINE RGE. - RANGE > O.R.B. 22090, PG. 2393, M.D.C.R. COR. - CORNER S.I.P. - SET IRON PIPE LOCATION MAP (D) - DEED S.N.&D. - SET NAIL AND DISC N TWP. 52 S., RGE. 41 E., D/W - DRIVEWAY SEC. - SECTION LOT 12 AND THE EAST OF LOT 13, BLOCK 125, OF MIAMI SHORES A PORTION OF SEC. 36, >_ SECTION 5 AMENDED, ACCORDING TO THE PLAT THEREOF, AS VILLAGE OF MIAMI SHORES, IYP. - TYPICAL ENC. - ENCROACHING TWP. - TOWNSHIP RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA FIVD. - FOUND W.F. - WOOD FENCE MIAMI-DADE COUNTY, FLORIDA. F.N. - FOUND NAIL o ••• SCALE: 1" = 150' F.I.P. - FOUND IRON PIPE W.P. - WOOD POLE M ••••• •••• z, M.D.C.R. - MIAMI-DADE COUNTY RECORDS t - MORE OR LESS w •• •• •• (M) - MEASURED (00.00) - INTERIOR LOT DIMENSION OR " RVEI�OR'SEO`CES REPORT: REMAINDER OF LOT DIMENSION r,°,�t C) •.le•• ALL 4-I0U7$IEASUjEfjERITS TAKEN FOR THIS SURVEY WERE MADE WITH A TRANSIT, ELECTRONIC DISTANCE METER AND/OR STEEL TAPE, WITH A U ° MINIMUM APCURArX•O.F• 1:7500. • THIS41RV HAS W QE.gO ATTEMPT TO LOCATE FOOTINGS AND/OR FOUNDATIONS NOR ANY OTHER UNDERGROUND IMPROVEMENTS AND/OR UTILITIES, FLOOD INFORMATION: LLL '°'`°` UNLESrE O'THERWIS NOTED. Q •� �•3. THE LANDS SHOM:At LEON HAVE NOT BEEN ABSTRACTED BY THIS FIRM REGARDING MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS FEDERAL EMERGENCY MANAGEMENT AGENCY, EASEMTj RIGHTS OP WAY, RESERVATIONS, ETC. THE CLIENT IS HEREBY ADVISED THAT THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT NATIONAL FLOOD INSURANCE PROGRAM, 0 '.****:OF-PROPERTY drHAT�E IJOT SHOWN ON THE SKETCH OF SURVEY OR CONTAINED WITHIN THIS REPORT THAT MAY BE FOUND IN THE PUBLIC RECORDS FLOOD INSURANCE RATE MAP INFORMATION. C) MIAMI-+DADE EOUt#TY, THE VILLAGE OF MIAMI SHORES, OR THE RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS cn MAY.A REAR. COMMUNITY No.: 120652 J 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE. PANEL No.: 0302 5. ALL BOUNDARY LIMIT INDICATORS SET BY THIS FIRM ARE STAMPED LB # 7583 OR PSM # 6698 AND ARE 18"x1/2" IRON PIPE WITH YELLOW CAP SUFFIX: L UNLESS OTHERWISE NOTED. FLOOD ZONE: "X" 0 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. BASE FLOOD ELEVATION: N/A ��✓ -.�y-�� oBOUNDARYLIAMHAVEBEENCONFIRMEDBYSOUTHPENINSULASURVEYING,CORP. MAP REVISED: 09-11-2009 SEAL, Li 7. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE NORTHLWE OF BLOCK 125 HAS BEEN ASSIGNED A BEARING OF S. 89' 31' 32" E. 8. THE LOCATION OF ANY UNDERGROUND U11UTY LINES ARE NOT SHOWN ON THIS SURVEY. = 9. ALL EASEMENTS SHOWN AND RIGHT OF WAY INFORMATION ON THIS SURVEY ARE BASED ON THE SUBJECT RECORD PLAT. N 10. SOME SYMBOLS SHOWN ON THIS SURVEY ARE EXAGGERATED BEYOND THE SCALE OF THIS DRAWING. THE CENTER OF THE SYMBOLS REPRESENTS THE U ACTUAL LOCATION OF THE CORRESPONDING IMPROVEMENT. C' a 11. THE INTENDED USE OF THIS SURVEY IS FOR CONVEYANCE OF PROPERTY. j 12. THE DATE OF COMPLETION OF ORIGINAL FIELD SURVEY (THE "SURVEY DATE") WAS 04-01-2015. or_ DATE: 04-02-2015 TYPE OF SURVEY: BOUNDARY SURVEYOR'S CERTIFICATE 0SCALE: AS SHOWN PREPARED FOR: DON BAUMANN I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH SOUTH PENINSULA SURVEYING, CORP. JOB ORDER: 156260 REVISIONS BY THE FLORIDA STATE BOARD OF LAND SURVEYORS IN CHAPTER 5J-17 0.050-0.052 LB#7583 c"IU FLORIDA ADMINISTRATIVE CODE PURSUANT TOS ON 472.027 FLORIDA STATUTE. LAND DEVELOPMENT CONSULTANTS CADD:70 NW 105 STREET., S SULA SURVEYING,CORP. cn DRAWN BY: A.D. SURVEYORS-PLANNERS AUTHENTIC COPIES OF THIS CONSTRUCTION LAYOUT N F.B. 257 PG.70 SURVEY SHALL BEAR THE FILE NO.C- 1818 RAISED SEAL OF THE "SrANTIA . p1799 NE 164 STREET,SUITE 105 ZD ATTESTING PROFESSIONAL O ER NORTH MIAMI BEACH,FLORIDA 33162 SHEET 1 OF 2 SURVEYOR AND MAPPER LORIDA. PHONE:(305)687-9191 FAX:(305)354-8887 a-MAIL:SOUTHPENINSULA@GMAIL.COM U I Mf®MADE 1VUAMI—DADE COUNT FwxmA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 248 HOARD AND CODE ADMINISTRATION DIVISION •T(786)315-2590 F(786)315--2599 _NOTICE OF ACCEPTANCE (NOA) www_miamfaade.eovreconomv Sunshine Windows Manufacturing,Inc. 1745 W.33d 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 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-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 112009"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. CS09-01, titled "Series 2009 Out-Swinging Aluminum Casement Window-Impact Resistant Glass",sheets 01 through 06 of 06,,dated 12/03/08,with revision no. 2 dated 12/22/14,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 LABELING: Each unit shall bear a permanent label with the manufacturer's ,name,or lo 4w, stahk..... series, and following statement:."Miami-Dade County Product Control Approve %,•unless ot"sp noted •; herein. ...... .. ...... RENEWAL of this NOA shall be considered after a renewal application has bet;CD141 and t 9re bas beef••• no change in the applicable building code negatively affecting the performance of W64rbduct.: •..• ..... TERMINATION of this NOA will occur after the expiration date or if there has g revistW pr irhang@•'••• in the materials,use,and/or manufacture of the product or process.Misuse of thil NOW as an endorsement"':• of any product, for sales,advertising or any other purposes shall automatically to Vi; ti this LION,Failurg..;; to comply with any section of this NOA shall be cause for termination and removal of tJOA. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami Dado-•County,�Floft SA. • followed by the expiration date may be displayed.in advertising literature. If any portion of the MOA 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. 14-0203.05 and consists of this page 1 and evidence pages E-1 and 1r2, as well as approval document mentioned above. The submitted documentation 'was reviewed by Jaime D.Gascon,P.E. NOA No.15-0120.03 E® Expiration Date: June 17,2019 Approval Date: April 09,2015 Page I 1 e Sunshine Windows Manufac ' a.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubntWed under previous NOA No. 08^1224.10) 2. Drawing No. C80941, titled "Series 2009 Out-Swinging Aluminum Casement 'Window-Impact Resistant Glass", sheets Ol through 06 of 0.6, dated 12/03/08, with revision no. 2 dated 12/22/14, prepared by manufacturer, signed and sealed by Francisco Hernandez,P. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.Fr"560,dated 09/04/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 08-1224.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Ss' Edition (2014), prepared by manufacturer, dated 12/22/14, signed and sealed by Francisco Hernandez,P. E. 0000 2. Glazing complies with ASTM E1300-04/09 • • 00000• •••••• 0000. 0000. • 0000 D. QUALITY ASSURANCE •••0•• ••0000.... •••••• ' 0000.... 1. Miami-Dade Department of Regulatory and Economic Resour=41ER)... 00 00 %. 0000.. %.69. 0000.00..00 .. E. MATERIAL CERTIFICATIONS • 0000.... . 0000 1. Notice of Acceptance No. 1.4-0916.10 issued to Kuraray Whea, Incjor.their 0;: "Kuraray PVB Glass Interlayer"expiring on 12/11/16. . : 0 0.0:00 0. ... 2. Pecos Corp. Part No. Pecos 895•E. exterior glazing a 14 complying witt,.,.; ASTM C 794-30 pli,ASTM D412---Tension of 550 PSI,AST19I 17624-.o018s./in., ASTM D 2240--Hardness Shore A 27 Durometer, ASTM C 510--N4;ne, ASTM D 471-70 HRS 257°F and ASTM D 3835=:-3.0 HRS 180°F, ASTM C 719—chSO%, ASTM D 3960--12 g/L,ASTM C 679-3hrs.7 to 14 days,ASTM C 639--Nil. Jaime D.Gaseon, .E. Product Control Section Supervisor. NOA No.15-4120.03 Expiration Date: June 17,2019 Approval Date: April 09,2015 E--1 r ' Sunshine Win nufactarinE.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition(2014) and of no financial interest,dated 01/05/15,signed and sealed 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 11/24114 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBG-2010 and of no financial interest,dated 03/09/12, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA No.12-0314.12) 4. Laboratory compliance letter for Test Report No. FTL-5560, dated 05/12/09, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Michael Wenzel,P.E. (Submitted under previous NOA No.08-1224.10) G. OTHERS 1. Notice of Acceptance No. 14-0203.05; issued to Sunshine Windows Manufacturing, Inc. for their Series"2009 Outswing Aluminum Casement Window-L.M.I.", approved on 03/27/14 and expiring on 06/17/19. 0000 . . 0000 0000.. 090..0 0 . 0 0000.. ...9 .. . . . 999. 0 00 0000. 990990 909 . 0.990 90 00 09 000000 9.999. 9 00 9 . .990.. ...... 00 . Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 15-0120.03 Expiration Date: June I7,2019 Approval Date: April 09,2015 E--2 HINGE LOCA FLUSH AGAINST MAIN FRAME 5' MAX 12" MAX AT HEAD AND SILL" AT HEAD/SILL AT HEAD/SILL ®� OF MAIN FRAW DESI+ N P�41JR1�S C�IART.IAF pap 1 IMIPACTRESISTANT GLASS C iq qU I HINGE LOCA71ON wD1IDOW ANCHORS S11 "IWGLASCT ATHEAD/SILL /� o e e o• DATION 1740 IL 33rd Ph= WdloL Rw5b 33012 CORNSEE HINGE i� JAMB PERSMAN FRAME EXT. INT. X300 tt8 LOCATION DETAIL tl i WIDTHHEKB•(T snd 101/8' 2 90.00 90.OD FALSE MUNI S RME LOCA+10N DETAIL 26 t/4' 28' 3 3 90.00 90.00 v j 2 (SMS�) a l4pc ffi 3Y 4 90.00 90.E 18 7/� 2 90.00 90.00 rt OPERATOR LOCATED 20 t/2' 3B 3/8' 3 4 90.00 90.00 A p ` B LOCK ON INTERIOR WALL &&&JJJ OF WINDOW FRAME SILL 37' 4 90.00 90.00 � MAIN FRAME � is t/0' 2 9D.00 90.00 JAMB 28 1/2' so W 3 5 9800 90.00 OPERATOR LOCATION �S AT HINGED Sill CORNER. 12 �+ 4 90.E 90.00 0 LSEESEE OPERATOR MAX. WINDOW 19 t/W 2 90.00 90.00 (� ON DETAIL WIDTH m 37' MAIN FRAME zs t/2' 83' 3 8 �.W �m E"1 3 7/8' -SILL 37" 4 90.00 90.00 SINGLE VENT CASEMENT WINDOW 2 z< 40 3 3 90.00 00 90 OPERATOR IACATION DETAIL GENERAL NOTES: 24' 3 90.00 90.00 1.- THIS PRODUCT MEETS THE RENIS OF FBG 57H EDITION(2014). THE OXY PRESSURES 4 REMAIN THE SOME AS IN THE PI W WOUS NOA IN COMPLIANCE WITH FSC 2010. 4 eD.00 90A0 2.- SHUTTERS ARE NOT REQUIRED. 24' 48' 3 5 90.00 90.00 3.- HINGE LEFT OR HIM RKM CONFURARAMION. 38' 1 4 90.00 90.00 4.- FOR NUMOER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 24' 3 8 90.00 1 90.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTS ON SHEET 4 THRU 8. Sr 4 80.00 90.00 0 8.- CONCRETE/MASONRY STRUCTURE FOR UNIT ATTAMOAENT SHALL COMPLY WITH THE FOLLOWING REQUIREM EN15: `g - CRETE STRENGTH Fc 28 - 3000 PSI MIN. me - CMU AS PER ASTM COO. CMS MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 M. - FILLED OW Fm' - 2000 PSI MRN. , 7.- USE NON-SHRINK. NON-WAUC HYDRAULIC COMEI&T.Wff PE%a%TM Cjto7.CI i.07M JVNIARD N_ . SPECIFICATION FOR PACKAGED DRY. • • • • . • • • t�• } p S.- WOOD HOST STRUCTURE SHALL EE SOUTHERN Y%OW PIr G�4.5.4R.0 �9.1 MPTY r$5 t 9.- STEEL.HOST STRL=M SHAM NOT BE LESS THAN 08 GAtISE.STEAL SHAI0.BE FP a 38.KSI MIN. o 1Q.- THE THICKNESS OF THE ALUMINUM HOST STRUCA'!i�' sX NOT BE LESS THAN 1'/8".'• N ALUMINUM SHALL EE 8083-T6. DRASM No. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALT.BE PROPERLY Lmoeoh CSO9--01 ATTACHED TO SUSTAIN AND TRANSFER THE I.qf llifo D UY THE SYSTEM It T ffrRUCTURE Na AM SHALL BE APPROVED BY THE BUILDING OFFICIAL IIRIOR TODMII NALIA�XIONN.�.tt• • • � GATE 12--03-P 12.-ALUMINUM IN CONTACT WITH DISSIMILAR M ANEW u.�SHAM.�I MACTES (4Y utMd)AS:94MIED $CAL.NTS IN FIG 5TH EDITION (2014). •.• • •.• • ••• • FRANCESCO HERNANDEZ FL DA PE 51393 SHEET 1 OF e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 L ...W 21 2 x ez 18 1 21 C 8 8 SmMw Sid= 2Mohdft 1745 W.3W Pbw teams.MAIM=2 ft(300364-M2 22 3 4 Pmr{ t1a t 20 3 4 I • 19 I f 7 i 00. 2 o I g ( � _ I ----------- 21 3 U I N . I U lz 13 14 I I 2 D 1t 10 , -------------- 21 � 99 VERTICAL SECTION 2 Z ROD= &LAIORAOM No. . •.• • ••. . aPwt�yt� rP�ta. SGDd9 HORIZONTA SECTI®NS : : : 0+ : .. • • . • • . SCALE:1Lm1_ FL ORttM PE# 51393 SKW 2 OF e • • • • • • • • • • • •• •• • • • •• •• t r MATERMIL Lisr MATRR7AL UST Asommum 117,91• PA89'i QTY DESCRWTION AUTIHtTAI. B1t1ARNR M Ml1 PART$ QTY BI ON MAT�L1L1 OC-3430 4 FRAME am-T8 12 23AI 1 SMILE ARM OPERATOR STEEL TRUTH HARDWARE 2 00-3428 1 VENT i�3-T5 13 24.30 1 MULTI-low I= ZINC T�1 3 OC-3427 CURVED GLAZING BEAD ao83-T5 14 11901-22 1 TiE OR Sym TRUTH HARDWARE 4 OC-3427 A AS RECTMIIAAR GLAZING BEAD 600-'(5 15 31948 ROD KEEPERS STEEL TRUTH HARIRTARE 1 Pk 6 - i 457"THICIC COMM KTX STMESS STEEL 18 03144 RIDE m sm G Mom I, M FNRDRARE flc(0 .�7'THICK C01Tt8:R KEY STAN9LESS 9TF1'3. /7 49� Rl� (8A2[I0T BEAD lR1LB VNri. TRUTH HAS Fou(]D61826-5718 7 - 1 Mr THICK COMM M STADEM STEER. t8 E2031M MIFATHER SM MU A VNiYL UURAi:AS 8 - 1 QTY THIP(CORNER KEY StAN&m STEEL 19 - ROD GLAZING TAPE FUM FRANK LOK 9 - 18 ASSEMY S1 P 8 X V PH SNS 2D - R D SNUBBERS NYLON W 10 3S 13 CU 1 E13RESS 4 BAR H[I�E SfAPtB E53 STEEL 7R11I71 HAI:DY0IRE 21 - 4 SiF/1R PLATE 1X3-T5 61NS LEN0,7, 11 30175 1 TRACK STAD4ESS STEEL TRUTH HARVWM 22 SEMANT ROD PE(M e9 IDOW COMM 899 ST MOVE � (� i rl- 919 - a6o1 1.1e9 ansa Dass 0=0 o•to � 0.1- s9 � U U 14 1• [� 76 0 02170 a,ee 0 0 ,.199 1 /., IA go 2.2 Ed740 GLAZING BFAO GLAZING RF4DOA40 1390 84FM PLATE FRAME SASTt FRAME OC-3427 OC-3427 A 8083 75 OC-3930 6083-TS 8083-T5 340 6063-75 8083-15 7 O O O O '� 2, 1 imvi t8D Tb1AkIR+Xt Nm • ••• • ••• • • *PA SGD09 • • • • • • • • • • • • • • • AOpp— � • 3 (M?-?— 1UQE:12-03-08 •• • • • • • • • • • •• • • • • • • SCAM- 9 uCJu.E: ••• • ••• • ••• • FRANCTSM HERMAMU FLORIDA PE 8 51393 SHEET 3 8 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 2 1/2•taro. 2 1/2• Aaro. t" 1/4`SMS.THROUM METAL ;= ` 1/a`ULTRAtION VM1 1/4"MBL EMBEDMENT MIN. NUMBER OF ANCHORS AND IMM COWCREM THROUGH 1`BY WOOD BUCK AND MAX sraaNG e• •.a _ '' •• e OR NUheER OF ANCHORS AND MAX.SPACM REFER R1 D}SM PRESSURES CHART :..•",„,x. ••�•��•• • 6.. ` REFER 70 DESM PRESSURES CHART KETAL STRUCTURAL MEMBER BY OTHERS AND ELEVATION ON SHEET 1 OF B) AND Et.EVAWN ON SHEET 1 OF B) (SHALL WMWM ANCHOR SHEAR FORCES) I*BY WOOD BLOC M1iFDd1)!1 u - 1/B` WOOD BUCKS BY OTHERS MUST BE PROPERLY ' SEN ED AND ANCHORED TO TRANSFER LAWS TO 1748 Y4 3W PAN "unk Floft 37012 PRIOR TOBE APPROVED INS A IBLMAM ATI OFFICIAL ahs t r N V V) f � �• (�MMM OF ANCHORSatm�mx PENEMMlON WO+ � REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF B) O ATTAC EWMT TO CONCRETE ATTACHMENT TO METAL STRUCTURE DETAM U 2`BY 1Y000 BUCK �! WOOD SUCKS BY OIWERS MUST BE PROPMY V SEALED NO ANCHORED TO TRANSFER LOADS YO SHOULD BE APPROYEO BY BLMDW OFFICIAL PRIOR TO WINDOW RZTALtAT10N. f� a ffi ` v � as ATTACHI VENT TO WOOD r •• ••• • • • • • •• .. •.• .• • • • .• I oRis"vim DRAWW No.°° SGD09 0 no TYPICAL SF,!gnq I,$AT�pEAiX ; ,, 2•m1` ••• • ••• • ••• . f aAroctsco Fez fLOTnOA PE i 51383 Sta:ET 4 OF e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/a'WREN BY ELCO WM 1 1/4'MK BOMMUff WFO CQK R lE TFWOM 1'Ur WOW SUM / NUMBER OF Atm AND MWSPACING MAL STRUCtURAL MEMBER VY 01HERS _ J�QE ut �OEM PRESSURES t 8) f (SWU YRDWAND AQP SHFTEAR S) - Mei TFC m 1/e' MAX. as s.. :• 1'BY WOOD BUCK S? 1 $ 1/¢"MAX S BY OTHERS MUST BE PROPERLY ,/{-�,TNFRO,FBF t�TAt. IFS. SEALED AND AMORED TO 7RANSFER LOADS To _ At DACE THE STRUDIURE. (M KPAS R OF ANWORS AND MAX t 82 . .. sNMFno BY Btu OSFC OFFtGAt 10 OEM PRESSURES CK&AT r4dia �F T �F , OF 6 PMOR TO VRNDOW MOTAUA70L F e ST18 0 rA 3 i , •o A1TACf1MEWT TO METAL SMUCTURE ow` O N 1/6'H.S.GLASS OAS BUTAM PWB BY OUPW ATTACBMUff TO CONCRETE V a 3 4 BAS BEAD 1/B'H.S.GLASS 1/'r WRACON BY ELCO W TH t 1/2'WBV.PNOORR M Km W,00m GLA2 (FOR NWOBNER OF ARMORS AND MAL SPWNG TAPE to REFER TO DESM PRS CHART n � AND EIEYA M ON SFW 1 OF ` y 2'BY FOOD BifL'It . WOW BUCKS 8Y OTFFERS MUST BE PROPERLY 11r w, SEN,ED�TO TRANSFER LOADS TO ; TYPMAL BASS BRE smm MINX WE SCUM BE APPROVED BY B AGN OWWWIL PIS V WOW WVSTAUATFOMSUMONE Dow gg Q 22 3 CORNM 899 ———— BAZNG: s/ts'W.PACr(Ile H.S. + 0.09 we + ,/e K&) GLAZING DETAIL .. . . . . . . . .. o Ail-. ATTACfUNENT TO WOOD • • • • 0.0 • • • .- N Rgy� GROW Nm TYPICAL SEMCINS At JAMBS :'s 93 ••• • ••• • ••• • FRANCSCOHERNAm MON= a r St'.f93 1 S O • • • • • • • • • • • .. .. • . • .. .. "- I I - I I I SY... II I W I 1745 W.sxa Maes FSet A AWAD 31112 pb.(3010384—ow /18 'm METAL STRUCTURAL MEMBER BY 07Hl7N5 (SHALL WITHSTAND MOM SHEAR FORCES) ��.e'-.� i i' H g e• MHV6RU11 TTS a 1/8' ♦ F� 1° tj4°S6.THROUGH METAL ' (REFOR MAW OF M04M AND MAX ACM � FER TO DES= CHART AND ELEVATION ON SHEET/ OF 6) i s 2 1/2° Idlt4. 2. 1/2-MIN. ATTACHMENT TO METAL STRUCTURE QQQCi 1/4°IA.TRACGN 1DTH 1 1/4°MIH.WWMEWINTO CONCRETE V I (FOR NUMBER OF ANCHORS AND WX SPACMREFM OEM PRESSURES CHART AND TO Of { v ATTACHMENT TO PRE-CAST SILL I a MMVC8N 1 1/2 MHN. POIEWATIO1 INTO WOOD tFa<t NUMBER OF ANCHOiS AND MAX.SPACWO REFER m DESKIN PRESSURES CHART No aEYf M OV SHEET 1 OF 6) 2•BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY BALED AND ANCMOM TO TRANSFER LOADS TO THE snuicnam 1° S BE APPROVED BY BUHAHNG OFFICIAL r•.;'z •I♦�al.:?4� 1TK PRIOR TO WROM DWAUAMK .,:x "': a/a•MA1t NaN sHlteec c RaIT ATTACHMENT TO WOOD $ OR 1°BY WOW z a: •da� :ate � z ' ... •• 21 /Z°MIN. 1/4'UL7RACOM BY ELT�•WTTH 1•i/4P M@L MR)CONos E 7HRO GHOI*Or woGLWG • • • • • mNmSmWNmMEr4"GR" ages goo 0 (FOR MAX MCHOt SPAR %W�y�A's•Tl • • • • • • N OF ANCHORS REFER 1D 1• 8)'••• • • • •• ATTACHMENT TO CONCRETE SGDO9 I • 009 : ••• • ••• • Om.12-03-0 TYPICAL SR�'T�O.► 1S•AII'SILT•: : • •• • • • • � iRNNH�SCo FHERNANQEZ ••• • •.• • •.• • FLA m PE 51m SHEET 6 OF 6 • • • • • • • • • • • •• •• • • • •• •• M ° � N MIAMt'[ OE MIAMI DARE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florid 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T QW 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mIam14adeyAioaamv Niagara Industrles,Inc. 2540 NW 3e Court Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REEL 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:Titan Tanklexs Water Heater APPROVAL DOCUMENT:Drawing titled"Titan Electronic Tankless Water Heater",sheet 1 of 1, prepared by Niagara Industries,Inc.,signed and sealed by Manuel R Cereijo,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None 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"and required markings per national registered testing lab,unless otherwise noted herein. RENEWAL of this NOA shall be considered after ti renewal application has been filed and there teas been no change in the applicable building code negatively affecting the performance of this pfgduct. •••• ••••;• TERMINATION of this NOA will occur after the expiration date or if there has IWVA tevision or fgange•• in the materials,use,and/or manufacture of the product or process.Misuse of this 111QA as an endovement 4 • any product,for sales,advertising or any other purposes shall automatically termingtoWs NOAH Fal ure to comply with any section of this NOA shall be cause for termination and removal of KOA. •• ••••• ADVERTISEMENT:The NOA number preceded by the words Miami-Dade Cojjiy,.Vlorida;•and followdd • by the expiration date may be displayed in advertising literature. If any portion of the XQA 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 mdnufatturer o4 its ;•• �; distributors and shall be available for inspection at the job site at the request of the wilding OWN&! ' This NOA renews NOA N 10.0107.01 and consists of this page 1 and evidence page E-1,as-vveg as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0919.07 AD COuooExpiration Date:September 25,2018 ..., , Approval Date:January 23,2014 l�// o Page 1 ri Niagara Industries,Inc. r NOTICE OF ACMTANCE: EVIDENCE SUBMITTED A. DRAWINGS `Submitted under NOA#03-0919.02" 1. Drawing titled"Titan Electronic Tankless Water Heater",sheet 1 of 1,prepared by Niagara Industries,Inc.,signed and sealed by Manuel R.Cereijo,P.E. B. TESTS "Submitted under NOA#.10-0.107.0.1" 1. Test report on Dielectric Voltage-Withstand and Grounding Continuity Test per UI, 499 of Tankless Hot Water Heater,Models N-10,42,64,75,85, 100, 120, 160, 180 and 210,issued by MET Laboratories,Inc,Test Report No.27956,dated 01/05/2010, signed by Rick Cooper. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami.-Dade Department of Regulatory and Economic Resources(RER) 2. MET Laboratories,Inc,Quarterly Follow-up Reports. • E. MATERIAL CERTIFICATIONS "Submitted tinder NOA #10-0107.01" 1. Niagara Industries Factory Follow-up Inspection Report,issued by MET Laboratories, Inc,Track#28332,dated 01/04/2010,signed by R.M.Lutz. 2. Certification Report and Follow-up Service Procedure on Niagara Industries'Tankless Hot Water Heater,Models:N-f/b 10,42,64,75,85, 100, 120, 160, 180 and C-f/b 10, 42,64,75,85, 100 and 120,for UN#29580,issued by Applied Research Laboratories,dated 05/04/2009,signed by 3 different inspectors. 3. Certification Report#29580,dated 01/29/1997 and revised 11/01/2007 and Quarterly Follow-up Summary Report,dated 07/16/2008,both issued by Applied Research Laboratories,signed by Luis Martinez. • F. STATEMENTS ' ' • 1. Statement letter of code conformance to 2010 FBC issued by PteWonal • Advancement Corporation,dated 01/06/2014,signed and sealA1114anuel R' :*see: a Cereijo P.E. • •.•• • •• •.••• "`Submitted under NOA #10-0109,01" ..•O f• ••; 6#00V 2. Statement letter of standard compliance issued by Met Laboratomiess Inc,dated 12/03/2009,signed by Rick Cooper. 0 •••••• ••• Carlos M.Utrers,P.E. Product Control Examiner NOA No.13-0919.07 Expiration Date:September 25,2018 Approval Date:January 23,2014 B-1 NIAGARA INDUSTRIES INC. TITAN TANKLESS WATER HEATER THE HEATER INCORPORATES A HEATING ELEMENT HOUSED WITH IN A HEATER EXCHANGER,, AN ELECTRICAL COMPONENT MONITORS THE TEMPERATURE OF THE WATER HEATER AT. DIFFERENT FLOW RATES MAINTAINING A PRE SET TEMPERATURE ALLOWING THE USE OF CONVENTIONAL OR SINGLE HANDLE FAUCETS i riTAN 1.Heat Chamber 2.Float Cavity •• --� L 3.P.C. Board 4.Resistor lb S.Left Side 6.Front 7,Switch y s. Witter Out " �-�--- • 9. 1Yatcr In MODEL MAX VOLTS MAX KW of 220 Y AMPS at 220 V N•120 11.8 KW 220V 54 • N-100 10.8 KW x2 V 49 riZanael R.Cerello,P.& N-85 8.S KW 220 Y 38 P.E.MWIM.-244779605 sw 19St N-75 7.5 KW 220V 34 m m1,Ft.33165 N-64 6.4 KW 220 Y 29 Ii N.42 d.2 KW 220 V t9 • . . .... ...... N.10 3.2 KW 110V 29 • • • t?ttOt)tlCP RBVtt,1ED •••••• ••i ••••i• Mdh*CO& �C-JfAY:%WIL 141 :0000: H,)P-0ro , ) aowl�ee+Ho 4 t7) ,p9 ::r.!>zr •• •• nt��a 00:00' �+lA, • 0000.. 0000.. 0000.. .._. iagara Industries Inc. '..' : 000 ;0.00; 4120 N.W. 28th Street Miami Fla. 3 ;g • h. 305-876»9010 j, Fx. 305-8715-9038 Elect:ron�c Ta klegs Water eatex a_r_�9fi Florida Building Code Online >c � F97 Arnark BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats a&Facts Publications MC Stall BCIS Site Map Links Search Busines Professional `UWR PublApper Regulation Product Approval Menu>Product or Application Search>Application LIS t>Application DOW FL# FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shag be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archlved Product Manufacturer JELD-WEN Address/Phone/Emall 3737 Lakeport Blvd IUamath Fails,OR 97601 (800)535-3936 fbc lOJeld-wen.com Authorized Signature Janet Gerard fbc 1(tpleld-wen.com Technical Representative Steve Saffell Address/Phone/Emall 3737 Lakeport Blvd Klamath Fails,OR 97601 (541)882-3451 Ext 2900 stevesa@Jeld-wen.com Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies • • 0000 0000•• Compliance Method Certification Mark or Listing • • • • •• • 0000 • 00.000 •• • •••••• Certification Agency National Accreditation&Management Incise•• • • • Validated By National Accreditation&Management inSU"e. •• • ;"'•; • • • o • 0000 • •• 00000 00.00• 0000 ••••• •• •• •• • 0000•• Referenced Standard and Year(of Standard) standard ••• Year • •• • • • • TAS 201 • • 199!000:0 •••••• TAS 202 • • 1994 • • TAS 203 *••* i 19949 ••• i�•�•0 • • • Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 httpsYN#Aw.floridaWidng.org/pr/pr_app_ffi.asp(?pwanr mGEVXQMDgNtmWOtJtQgYlyOg7j%2ft13jOklryJizYgeFdpXftEAek3d%3d 1/2 .mt?f2015 Florida Building Code Online Summary of products RL# Model,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use CerMentlon Agency Certlikets Approved for use In HVHZ:Yes FL155 8 RO C CAC NI011082,adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure:N/A Installation Instructions Other.Refer to Installation Instructions S-2104 for sites, FL15558 RQ II S-2104 SS.Ddf configurations,design pressure ratings,and Installation details. Verified By: Henries F. Nomro,P.E. Florida P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL15558 RQ AF PW035 SS.Ddf Created by Independent Third Party:Yes 0 0 Contact Us::1940 n10 pith Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrloht 2007-2013 State of Florida.::PdypcvStatement::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 publk-records request,do not Send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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+Mth an email address H they have one.The emalls provided may be used for official communication Wth the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department Wth an email address which can be made available to the public.To determine N you are a licensee under Chapter 455,F.S.,please dick 115-. Product Approval Acoopts: ®EE 0 sccurih-+e,I iter. 0000 • • 6969•• 69690 0 •0• • • • 6969 • 6969•• • 6969•••• •• 0 6969•••• • 6969•••• • • • 6969•••• 6969•• •• • • • • • 90 • • 6969•• • 6969 6969••• •••6990• ••09 60.99 6969 6969 00 0 ••1990• • •90906990• • • • • • • 00*000 •90909090• • • • •69.909• 0• 9 • 9699 • • • • • htipsJAwm.floridabdicUrig.org/pr/pr_aW .a.RpX�rwwmGEVXQMDq�ACfnQdl�ltQtJYlylOg7j%2ftl OlayJiZYgeFdpX16UEA%3d°k3d 2/2 NOTICE OF PRODUCT CERTINGA. ON •:• Company: JELD-WEN Exterior Doors .'JC* ificgdou2%b.: NIOI I082 r 3737 Lakeport Boulevard •, ••'tihficadon,�te: 05/01/2012 Klamatb 3~aUs,OR 97601 "'ExPiratiMale: 08/31/2015 Product: Energy Saver/Contour" Opaque Wood:Ejge StjekD,ogr w/o;w/o Sidelites(wood frame) Specifications Tested To: 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 www.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 & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312"x 6110" +661-70 10.0 psf Yes CTLA-696W Single Max Panel Size: 31"x 6'8" Installation Details: 5-2104 1-8 OX/XO O/S Door-Opaque 415"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DIA:6"x5'3"(118"Tempered Glass) Installation Details: S-2104 1.8 OXO O/S Door-Opaque 5110"x 6110" +6600 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites.Glazed Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 XX O/S Doors-Opaque 6'3"x 6'10" +571-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" Installation Details: S-2104 1-8 OXXO O/S Doors-Opaque 8111"x 6'10" +57/-57 8.55 psf Door-Yes CTLA-696W Double wNdelites Sidelites•Glazed Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1.8 National Accreditation &Management Instit ate,Inc./4794 George Washington Memorial Higbway/Hayes,VA 0 Tel: (804)684-3124/Fax: (804)684-5122 f NAMI AUTHORIZED SIGNATURE: . . ... . . . ... .. .. . . . .. .. • . . . . . . . . . . . . ... . . . . ... �j 74.5'MA11 OA FRAME WIDTH 7025•MAX oA FtWAMME JE �v® Steel 875-TMP. 125- 75' 75•l6HL 15.5•Ma F OA 36.625'MAX.OA ••• •t1! •� ••• BAR 7YIR •• SOFIIIE FTTAflE WRAH PANEL MM 36-KAX.OA • • •• •FIT, 36'wx U 14'MAX OA EMMYSAV +fOiil WWOWEI EOPAWS1EH.�lISf�71YII WDA PANEL MM • • • • R • RU1�L NffD1Y • PAM MUTH WACFISDOR18MW//BA1Y/IXOlIF FlES • e • • • • • G�RALA�7ES ® ® ® ® ® ® V m I ACTNE ACTIVE • • • • •• •• 6'MNL 1.THIS PRODUCT IS DESIM Ta COMPLY WH THE CURRENT FLOW BUILDING W. • • • i • • � OA D.L.O. CODE AND HM VELOCITY H UVMA iE ZONE 4t14ir REQUIREWITS. MAX. i•i i OATH ��r• 2 WOOD 8UG(S BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 01. L TO OA PANE, per, i i • i 63.125• d + 3.PRODUCT Atm SHALT.BE AS LISTED AND SPACED PER AWM LOCATION HWIT fEll;ffT MAX Cj ORESSiwIG OR SRk DA NT TO BASE MATERIAL SHALL BE WALL ® e QA, S 8125• 81.25• D.L.O. 4.SEE TABLE 1 ON THIS SHEET FOR DEM PREMN RAIDI . MAX MNL HEIGHT 5.THS PRDDUf71�THE WATER FIJI EIEFITS FOR WJZ'ZONES SEE OA • OA THE PRESSURE DART BELS! FWK FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REOUI7E MM-DADE now HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7.F APPROVED WFACT RESISTANT SHUTTERS ARE REQl1tREB 0. OR SIDEUTES Ion a an SMELRES ARE AN OPTION MM CAN BE USED IN A SIN=OR DOUBLE CDMMIRATiON. L I ." a62s• a75• a825• � SRN NSMT®srEa Do�iAb�aonaeakmae al �i 111blBiE tTD►SIVlNG IV,PACT tlmHr(XX) 107•Max OA FTL11E W®1H COMPO4AVT�: 37.75•MAX.OA VIM t](►ERmR 875• Fere sheets:24 go.(0.020?mttimum thidms%Galvanized Steel A-525 FRAME MOTH 7YP .125- 'BN4 TMP.75,ELL 1SDELITE FMW VM commmdd"ally-AXDO pm ASTM 620 sift average minamum ywid 36•MAX OA M6--*MAX OA 3.NAG OA 14'MAX OA y3 strimo y(-)-24,OW psi PAIE;L WIDTH WANEL V T PANEL STH PANEL WBTH Ill F p*siprarre*A 1.0 to 115 Ds./d den*,by 875'TMP. P Wi AL o; Door Petrel C.ondnmLmn:The achle and inactive paaeb are constructed from 24GA.(a020'mar.)gatrardsed steel The Face sheet taps and bates areT a a bent�am the top and bottom rte.Tfre top LVL rah m 1.67' ® ® ® ® g'MAX OA D.L.O. •�x 1.042'high.The bottom rag re rod Formed 0.021'gatvardzed WDTfH aw measirrav 1.67•wide x 111•high Tire&Was of the foes aro 80• �• AS 40 rob Formed onto the LVL Wfoh s4Te and Paderosa FYne fringe Me Wft MNL MAX measure 1.67'x 1.0'The Nrdmarr cavity Na fSed with polyatyrem The OA OA f�sheds are OW to the potyaiyrema PANEL PANG 63.125• o FTxed Life ConsL•The sash M constructed from 24G4.(O.QW mdrn.)gffi�sed HWIT t1EIiFRfwx steel.The edges of Ire fae aired me bard W aver the P�yrerre acre gOA and gyred to it The s parsfs me routed to receive Ifs OCL tip Lille 8115• 61.25' D.L.O. Frames or the opEorwt Tnadty Light Homo. (See aheet 7 far gbabrg MNL MAX iHE1C}if detals.) The IRs kames are sealed w/GSD gtaziru3 compaaxt on the OA A OA exterior. FRAME MANE • •Tire hams aro constructed trorn Fbndaroso Pare jambs asawwang 115'wide x 4.5625'do.The door and ddelle head joaft are mortised and Ott joined to tie side]dmbs and otahed with(3) 181:4 2'x 7/16'am wire atapim The wft use a standard WM few PaWo U-0 tuashdd amasinNrtg 4.041'deep x 1.0'high The thresbdd is attached to 0 0 the hams!p3 i6GA.2'x 7 16"mom Ore 1XXlBLE OIIISM WACT 111trrurIM9lPlO1.Wj MQM-WACT �.o 7A�EIX�COM8YT8 0.625' 0.75' D.625' �� F r SMM VIEIYFD FR�1 t7fRRXJ1T w o m a DFS SI XE QUTSWfNG IMPACT tWT(X) . i WaE 9-lT-OI 74 1 GS NERAL NOTES AND TYPICAL ELEVATIONS IBM FROLF t]fTEBOR `� •Q �� W TS 2 MOM CROSS SECTIONS AND BIL OF MATERIALS TABLE 1: `, :°•• .O srae 3 HOFU W AL GROW SECTS Orli PRESSE R1TW-IMF PM px1.er NVJ 4 FtBtfZ AL SEC11DlIS Alt)NOTES rdFI.TRATAIN MAIRSIM 5 i9M * . 5 ANf LIXIOtOI IS AhO) WE DOOR DMR(K OX��) � 0 • T tY = � CML 6h.S. S4FFELL 6 AAX2t01IHG lOCA1TOAIS MND OETAeS I/110 NWv-9tPAC!90E11HS Pw1-70 psi nro. 7 GYAZOXi mf�E mot tRET UD6 ONO6 fora ) +57 psi-57 per i9Leeson:wI as adpv)n9 th1sby Hermes F Ndocum M ''oc P ` Phornar 407-s41 �s7 i •E,m. ��'�.` 61 DROPS INC. S-2104 8 IDIf C011PONENTS to N*4w"man te:2012.05.01 173135-04'00' � � Fac 407-644-2366 OF h . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 25 SEE NOTE 4 19 20 4 52 7 1 f 5 • •• SEE NOTE 7 ON SHE 4 214 34 • • • • 1 9 5 19 ON SHE 4 1.750•Imo+.- all z •RaNa T1•nc ••• • i iE CONCRETE/ MASONRr / e BY OTHERS 51 10 10 51 0.75' \�� f ! 1 1 /// 0.75'IAN. EDGE °°. SEE DEDUL 5SEE DETAIL 5 • EDGE DIST ON SHEET 5 o . ON SHEET 5 a •' a HORIZONTAL CROSS SECTION HORL70NTAL CRO SECTION s • y 0'250'MAX' LATCH JAM TO BUCK HINGE JAMB TO BUCK 0"` ,MAX. SHGf SHIM _ 1 aism EMBED. BY OTHERS SEE ON SH 4 2fi 40 ASTRAGAL THROW BOLTS(2)TOTAL;(1 EACH) a °� 1 15 1 7 40 52 71 Y15 214 34 E 0.31'DW x 9.0'I.G.AT TOP do BOTTOM � teocE AcnvE C2 0 SEE WTE 1 2s aim SHE MERIOR / 10 . - - - - - - - DETAIL....: . — ASTRAGAI.TO SME ATfacHMENT s 1.750•MIA► NOTE-MW 24 NOT SHOWN THIS PA&n Tw VIEW FOR jtjj4r,,,,� 8 r3 F.SEE DETAIL SEE NOTE 4 24 1 ON THIS 10 1 17 :'••• ••'p0 Prepared By N.T.S. ON SHE 4 SHEET ?*! ora en • JWJ aec sr:S. SAFFELL HORIZONTAL CROSS SECTION :p0•'• P, <u� o �< AT IMT M ERIAL ASTRAGAL �� waa• � �� Pham 40� 7 5-2104 MR q �� Fac 407-644-2156 sir A�� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3 EENOTE 4 444 28 9 4 5 7 1 15 214 34 13 6 5 6 3 2 9 44 14 O 7 • •• • • • • • • • •• • • •• • • 4 45 32 � i i i i • • i i SEE NOTE 3 1.7502 AAM. • •• • • • ON SHL 4 31 PANEL THK. 3 1? m ce+ 3 � O \ j j� j/� :; .. ." . . �:••.:'••� is •.. � � i// \\• � • SEE NOTE 2 SEE 3 �� SHEET.7 �� 10 SEE NOTE 5 2 �' �� ON SHE 4 2 DEIGYAZMIG SEE NOTE 5 1 1 f 1 Qd SHT. 4 �� SEE NOTE 6 2 SEE NOTE 25 ON SHT 4 \1 ON SHE 4 x ON$HT. 4 SEE RETAIL 5 SEE DETAIL 5 � 5 c 0.750• ON SHEET 5 0.750' SEE GLAZING 39 39 DETAILS, SHEET 7 HORIZONTAL CROSS SECTION HORIZONTAL OSS SECTION A SID 70 LATCH JAMB A SIDEUTE 0 HI E JAMB rl NOTES: / SEE NOTE 3 f. SPACING FOR REM 826 THE 810 x 1'PFH SCREWS ATTA:fANG THE tMPE12Y1L ASTRAGAL TO THE uNACTIVE DSR IS MASONRY 51 19 2 4 31�� 4 3 AS FOLLOWS: FRO/THE TOP DOWN&THE BOTTOM LIP: 1.0, 2.5, 4.0 1, 5.5, 13.0, 18.0•&26.0' BY OTHERS a a Z SPACING FOR REM 823 TTf 88 x 1 1/2'PLASCREW 5 AS FOLLOWS: SEE GLAZING 70P& OAL HORIZORALLY. SUELRE PANEL 3.0'IN FROM EACH CORNER 3 36 4 DETAILS. SHEET 7 ON THE SIDES. VERTICALLY. FOR THE SIDE M PANELS 3.0'• 13.0, 26.0, 39.07, 52.0"&630. °e 3. SPACING FOR HEM 831 THE 160A x 3/4'BRAD TRIM NAI.ATTACHING THE QUARTER ROUND TO THE SIDEIM AND DEM 89 THE 16GA X 1'BRAD TRIM NAI.ATTACHING THE WWON CAP TO THE MULLION fiAR VERTICALLY. 6 AS EXTERIOR o FOLLOWS: TOP&BOTTOM HOWA M IX(FOR THE 3/8'QUARTER MM'' 1.25'IN FROM EACH CORNER WRe.• Rig IDESS� ON TM DEMERRMLY MTH 3/8'QUARTER ROUND&MUU MI CAP) 1.25'FROM EACH END&SIX MORE .. \ EQUALLY SPACED ON THE FIELD. n 4. WHEN ATTACtING THE SIM PLATE TO THE JAMB AND SIM USE DEM 825,A 88 x 2 1/2'PFH WOOD SCREW. i .. \ 0.125•MW. INTERIOR �Q WHEN ATTACHING THE STRW(E PLATE TO THE JAMB AND SIOEUTE JAMB AT THE AMON USE DEM 824,A 88 x 2' � GLASS TTI.. PFH WOOD SCREW! " 5. SPACING FOR TiEM 825 THE BB x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0'FROM EACH VERTICAL C009R WRH(4)MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEIM JAMB W/ITEM 829 SILICONE MU ON THREE SIDES AND e \ ON SHTT, 4 HORIONTAL CRO S TION ^c g v 3/8'QUARTER ROUNDS SECURED WON ITEM 831 SAD TM WAS x 3/4'LONG. �. � UTE TO BUCK 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 27,A 10 x 2'PFH SCREW. WHEN ATTACHING 0.75'AH9N e e \�� 29 SEE NOTE 6 ,�Al THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 814,A#10 x 1 3/4"PFH WOOD SCREW. EDGE DC,7 :. ON SHT 4 �� g F. & SPACING FOR ITEM 849 THE 86 x 1 1/2'PANHEAD SCREW(TRPM LREFRAME) IS AS FOLLOWS: <. .. �" SEE DETAIL 5 .�`N!i��•'•• •,� �i� � 9-11-01 SEE LITEFRAME FROM THE TR DOWN VERTICALLY: 3.25. M0625", 32.8125", 47.5625'&62.625, a ON SHEET 5 :O Prepared gy • N.T.S. SOM LMT ME TOP&BOTTOM. FROM THE LEFT: ONE(1)SCREW AT 4.4375' JWU 9. ALTERNATE fX VU61SONRY INSTALLATION ANCHORS OF EQUMALENT PERFORMANCE CHARACTERISTI250 CS CAN 8E L0 •MAX v . T Lt = cm sr:& SRFFELL USED UPON APPROVAL.OF THE ARCIfECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION• �• SFS/ %�O P,••°�: Lil NO- 10. 10. USE REM 851 WHEN INSTALLING INTO WOOD S1BSTRATE AT HEAD&JAMBS. USE ITEM 825 WHEN INSTALLING INTO BUkIM 9RKS,INC. 5-2104 MLN.LIONS, USE REM 816 MAI INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT MM SUS Pham-407-614-6957 a � . Fmr 407-644-2366 saw��$ •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 74.50'MAX OA FRAME WIDTH 7025"I/AX. OA FRAME N1O SEE DETAIL 2 • •• • •• • ••• fON IM SHE • • • • • • •• • SEE DETAIL 4 4.50°TYR • • ••• 9A.TYP• ••• • 00 lYP ON TAUS SHE. 3.00" 6.58' 6.00'IYP. m 6.00'TYP. 12.50' 3.00'TIT- 00'IYP TYP.F 00, TYR • • i• ••• ••• SEE 0E�AIL 4 6 nP • BS ON RSIG 6 TYP. —I ( I I 11 1 i— 7,�• — — i i i i — f '! 3ff 51 • • • • •• •• t 51 51 TYR TYP. TYP. —3 " SEE NOTE 5 — 5 — 31' 5 5 ON SHEET 4 ACES SPACES ® 13.85 SEE DETAIL 6 ® 1385" SEE DETAIL 581.25' ON 8125' THIS SK _ r ON THIS SHT. — MAX / OA 2 x F FRAME ISS'HEIW _ TYP. 5• °I I o z HOW 36. 25' 16 1 TIM 7L TYP C ITT al �• 3.00' L TYP. TYP.6.00 7.00•IYP 125* 3.00' 7.00'lYP TYR .15'blrN c i C—Sw. SEE DETAIL 3 / ON TM SHE MME MR WITH SIDFLITES ANCHOR LOCAI�NS / ` DOIME DOW Wt1M f SIDELM ANCHOR WEM FROM INTERIOR I 12 IAEWED FROM INIERi� 1 1 51 2 2 DETAIL 7 l/ w SEE MITE 10 14 2 SEE NOTE ON SHEET 4 \\� 7 SHEET 4 / o ` ` F. , FOR TION ANCHORS I S 6 5. I I 4 5 I IISHEET .�i�. ,�JEO41 EOPrepared By: WAM' N.T.S. / 4 _* *C JtIL1 aec.en S. SAFFELL DETAIL 2 — ®HEAD 3 18 DETAIL 3— 0 THRESHOLD �i.•n• ♦♦� OROM Off• S-2104 ASTRAGAL STRW PLATE ASTRAGAL.STIME PLATE IMMES TO &DOOR SlIWE PLA ASTRAGAL STFW O � `♦� Pty 47766H-3657 ren¢ qr � For 477-ee4-2365 OF� . . ... . . . ... .. .• . . . .. .. . . . ... . . . . ... 0 00 0 00 • . • • • • .• 107.00'MAX. OA FRAME WID i i i i •• i i i • i g • • ••• 3F.75•MA>G 4M • • FRAME WIDTH m o� b T SEE DETAIL 2 00• •• • •• •• ON SHEETS •• i•i •.i ••••••• ••• ZZ 4.50'IYPSEE DETAIL 4i•i • 300 . . 13SHEETON 5 • • • •'Typ. ' TYP.J. ' 00'TYR 6.00'TYP. .00' 00 TYR SEE DETAIL 4 ' 6 TYP. 1 1 1 11 1 I t l 1 1 1 1 1 7. 75' 6 NP. 6 � 7..75' ON SHEET 5 �' t 51 51 5 _ TYP. TYp. 6 TYP. - � SPAUS SEE NOTE 5ON SHEET 4 31` SPACES SPACES its' 31' `o � 13.85' � ® 13.85 ._ - •x SEE DETAIL 5 SEE DETAIL 6 MAX ON SHEEP 5 MAX ON SHEET 5 " OAA `" 1 tROAME , -5 a� > c FRAME 5 'i 1 u'� _ 5. 1 ! $ a SW5C� 2 3 •HOW 31• CI 36.625' 16 36 — — a TYP. 16 TYp. 1 1 I I 1 1 I t 3.00` 3 W` .00'TVP. 6.00' 8. 3.00' x 700'TYP. 7.00'TYP WO TYR TYP. SEE DETAIL 3 SINGLE M WQUff SITIELCIES ANCHOR LOCATIONS ON SHEET 5 VIEWED FROM INTERIOR a amiB E DDOR WRH SIDELITES ANCHOR LOCAIiOAFS "o VIEWED FROM INTERIOR o ``,��s'Fuiq��,,i w 9-11-01 �. •.AO p�gy; su,.�: N.T.S. am w.I SWELL Phone:407-544-6957 S-?t04 mmmf A=407-644-2366 sir O 8 . ... . . ... % .. % •. • . . . . . • . . . . .•• . . . ... . . . . ... . .. . .. . Vo .. 17 50 30 3 • • •• • • •• • • •• • • ••• •o ••• • EXTERIOR Cl 0.125'MW. Z I T GLASS •• • • • •• ••• •• . Cin • • • • • •• • • � �C INTERIOR GLASS BITE 17 29 50 29 4 50 38 SEE NOTE 2 ON SHE 4 eo EXTERIOR 0.500`MIN. io GLAZING DETAIL 1 ;E!,• GLASS THK. 0.125"TEMP. 0.250'AIR x ODL LITE FRAME SWGLE PANE I'1 GLASS SPACE 1/8'TEMPERED GLASSSPARTECH ' POLYCOM PP55M C13 I� 25'x .50' 0.125 TEMP. INTERIOR 0'� INTERCEPTGLASS S o GLASS STEELSPACER BITE 50 SFE NOTE 8 a 1 29 9 45 49 ON SHE 4 5� EXTERIOR 0.125"TEMP. GLAZE DETAIL 2 0 x GLASS TRINITY LITE FRAME n . . 1/2"INSULATED TEMPERED GLASS LUPOY EU-5007 1.000 MLN. 750'AIR SPACE 0 GLASS THK. Qell .75'x.5O'WWI0.125°TEMP. ALL GLAZING CONFIGURATIM INTERIORSTEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50* GLAZING REOLWEVENTS OURINEDGLASS IN FBC SECTION 2406. c iS 50 4 49 SEE NOTE 8 BITE ON SHE 4 : F GLAZING DETAIL 3 •O Prepared Of. N.T.S. TRINITY LITE FRAM arts.BY.. JWJ 1'ffiRUTED TEMPERED GLASS - p . LIPOY EU-5007 • ea_SAFfE1L 4© '� R•i.•a� � �`� DROPS-.W-7 S-2104 rer� `2ws Fax:407—M-2M s L OF 1.870. 1.670* 1.670' 1.670' . . 4.W25' 1210* :0 OTO" 0. 1.000 750 I.wo* 1.040 ot�/I ' _ DQQR ROM RAIL om HNGE sm 12 24CA (0.021� SrM nNm jam PomxRm SMD PME WOADWM.ONM ZT I 0.513' 0.125' f*:Ot -11-- Oia 0.529' ............. 1.5"* 1.5w 1.5m 0.931' lo=v 1.762• -T 0.140* ► 1.750' 1.7W -4* O.wr 1521* 2-519' Z621* COJURESSM SIM ORM RAO, SCHLEGEL 0-M QDS 650 o"'Llp38�OLYPROP. POM". fiff - - [ N- x 3.0*LOW pMUTfMQt fM��Lffff UAMM OM IIAM UTE ff M4MM 1.5W A"wmUNDER RMJff-M= APPROVED MOA 7-X28.01 APPROVED WM 3 OAV' O.&M, O..V5* &3;5- i--T 0.624* .10 0 "OUARTER ROM 154 1.750* 1.736*0.675! ❑ F; so=STOP 2. ASIMA HAS TWO 0.3125. 2.500" 0 T.F1 z fir 1.012 0 — M, 0 0 DR x 9*LM BOLTS; 0 LF5. 0 0 1 ON TOP. I ON SOTMM A .w +a.ogr 4.ODr AMM otem) ASTIMM STRIKE ME DQQR LATCH ANUM CAP NWZR SM 8W 40 6063-76 ALUAMM (MOM 0.125-SUR) @=lMSLTE=ELCa'ff 53,&XT Im PLATE @PINE(81.25-LONG) 04 x 4'x oogr TW. SIM I 11.875* 1.710' Re 0.562' DM. VM WITH HARDWARE USED 4.04 BIM MCE 11 Ong OR X /10 PEWO ell SGME- ALT.S. Proared 4r mu sr iwi CML sr.S WFEU Ljamm"mm' WOOD LOCK S�w- S-2104 OFWM JOWTED PONDEROSA PINE Mmm 407-644-6957 — Foc 407-444-2M jMiMT OF - -- - BUILDING DROPS 127 W.Fairbanks Ave. Suite 438 A Perfect Solution in Every Drop Winter Park, 32789 - 407.644..66 957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites for Florida Product Approval FL# FL Report-No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies 0000 Product: Energy Saver/Contour kVvd;Edge Vpaque ••';:' Steel Outswing Door wl vsjsc6o SidltilitP.s: Material: Steel/Wood 600%6 • 0000.. Product Dimensions: 107"X 81.25"(Maxinluf�!) , •. • 0000 . .. 0000. •••0•• •0•• 00.0.0 Prepared For: 06000' '••' : 0000.. JELD-WEN, inc. .....` 01.11ir"11.,j�.�..:. 3737 Lakeport blvd. . �� E9'F• p 0'# 00 Klamath Falls, Old. 97601 `��, '•� ,•:ip',�i�' . � � . . O Prepared by: _ * 7 Hermes F. Norero, P.E. � � .. " � TT Florida.Professional Engineer#73778 44�/ Date:05/01/2012 Contents: Evaluation Report Pages 1—4sl TIAL�%� Installation Details Pages 5 1,11111111111,` Digitally signed by Hermes F Norero,P.E. Hermes F.Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' BUILDING DROPS FL*: A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035 Certificate of Authorisation:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 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 Rule Chapter No.9N-3.005,Method 1a of the State of Florida Product Approval, Department of Community Affairs-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. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero,P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). ." 2. Product anchors shall be as listed and spaced as shown on details;Anchor embg�ment into substrate material shall be beyond wall dressing or stucco. • ...... .. . ...... 3. When used in areas requiring wind borne debris protection this pnod&tcomplies with Section 1609.1.2 of the 2010 Florida Building Code and does not rVeIe tan impe&:t rgsistarrt • covering on outswing doors. ...... .... ..... 4. Non-Impact sidelites do require an impact resistant covering whe;jzVoln areeileggiring 0 0 wind borne debris protection to comply with Section 1609.1.2 of x.1010 Florida Building .• Code. . . :900:9 ...... S. Site conditions that deviate from the details of drawing S-2104 reQuirolUrther engineering;,,,,; analysis by a licensed engineer or registered architect. 4 000 ' 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F.Norero, P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035 ` Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)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#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 0000 00.0 .....9 0000.. •• 0 •00.0. ..9.•• 0000.. 0000 0• • • . . 0000 . .. 0000. .•.6009. .... 0000. .. .. •• • 9000.9 0.0... • • • • 000000 60.60..• • • 0 •1111• •. • • 6060• • • Hermes F.Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS PIM A Perfect Solution in Every Drop Date: 05/01/2012Report No: 2035 Certificate of Authorization:29578 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. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water Infiltration requirements corresponding to noted design pressures. else* • • sees ••s••• e• • as • • •••ells sees s• • • • • • • •so• •• •• •• • •sees• s • • • Hermes F.Norero,P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS FL#: ' A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 4.50" TYP. 16.41 TYP. .OU"TYP. 3.00 11' . 00 iYP. 13,41" TYP. 12.50" 3.00" 6.00"TYP. 00` TYP. 6.00" TYP. TYP. 3.00"TYP. N2' TYP. 00" TY . 00 TYP. 6 TYP. I 11 I I I 1 III III I I I I 11 6 TYP. I I III . . . I 1 5 5 SPACES SPACES @ 13.85 13.85" I 3.00" TY. a00"TY . 00" TYP. 00"TYP. 2.125" 3.00"1T 7.00`TYP. 7.00" TYP. 7.00" T'P. 11'25 TYP. 4.50 PYP. 9.00"TYP, 3.00"TY . 6.58" 6.00" TYP. 3 0f 0" TY .00.' TYP •••• i � TM ' • 0000•• 0000•• 6 TYP. _ 6 TYP. • ••000000•0 ••• •• •• ••• •00 0000.•0 0•• • ••• •• " • • • • ••• 5 SPACES •• • • •• 00.000 SPACES � 11,54° •• •� ••�•• 0000• ® 13.85" ••• •• ••• • 0000•0 0 •• 000000 • • • • • • — — — • • 0000•• • • • 0• • f I I LA 1 I I .00"TYP 3.00°N . 7.00" TYP. TYP TYP Hermes F.Norero,P.E. Florida No.73778 Page 5 of 5 wf • c •� �V -..�. }�awst arF'�.�'`� `�� a��aa'"t� `�� '�. r x., z- - � �' a 4-�"'`rrr,�,�.� �, "t '` ,�%`�� °a"af is�� -; � o v.. i �s:�r,•C,a,�A. R .r .P � ? 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