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RC-09-1013odtsIo(3 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: ::-0 111111111111111111111111111111111111 CFtill 2011.0R0189'; 59 OR Bk 27221 F's 47344 (1os ) RECORDED 03/22/2010 11:20:36 HARVEY RUVIP r CLERK OF COURT MIAMI- CEACDE COUI4TYr FLORIDA LAST PAGE 2. Description of improvement: 3. Owner(s) name and address: (L d`-- Ca ro/t it U r -f- , �y�d �� /511.4p-ems, /. 3 3/ X15 (d 7 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: l g..( Q 5 f r" car c 5. Surety: (Payment bond required by owner from contractor, if any) /4/17# Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: C 49 .1"? CIO ,pe... e , co r' itT 7 . I-( /"/came t F6 13 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration differgnt date is specified) Signature of Ow r�r Print Owner's Name 0/9-K04- Y/ 1' 4. ro,a Sworn to and subscribed before me this 21 day of , 20 !! . "`� y date is 1 year from the date of recording unless a Notary Public Print Notary's ame � NAer My commission expires: NO A1tYPVE 123.01 -52 PAGE 48102 Odra D, j j 5 ' _Commission 0 DD867 6 APR. 02, 2013 nom al rncBOMENocn.nuc `•ri -ip. Prepared by !/es` joa Si.°�i Address: id 6 f ,4 ( 7 .7;;j- S'A �.i E OF FLORIDA, C 1 tJBYCERiIFYiiiLt or, ti'ii NESS my har am! Official Sial. HARVEY RUVILER f Clcuit and County Courts rf D.C. By • • .. • • • JUN ?ON • • .... „ . • • • • • 410 . • • • • 41. .. . • • • • o . th • • • • ..... ..... " • .... • ? • % • • • • • • c,4„11- e • .• • . 4.11; • 4 " • • : • L) L / 3 S :• •o ,• • , 4 .. • . • • • • s • • e • • • : 3 . • . r 5 ••• ..... . ... • ....... • 0.)r.,133 .. . . . • . . . •—••••„.„ • .. ....... ....... ........ sos ........ • .. • • • • • • • • • • • • :.'4•10-• • • • • • 1 :; •••• ...... • • 4 tio•S• 1. . "SA.. ..... • • • 4 • • • • 0 • • • • • • . *so :• • m • • • • • 41 • • • • • • : • • • • • 114 • • so. .. • • ........ • • Ai.. • • • • • •••fo• .... : • • . • • • • . • lor. tio ......... Edward A. • LANDERS, P.E. CONSULTING ENGINEERS • : P.E. #038398 (305)823-3938 ssiommoossom aes OA% ........ ......... • 12-et.1 I - bib .......... • ...... • • • • • • • psr- •. • .• .. ....... ••• • • • • • • ittact ... •. • • • • • • to • A** • • ••••••, t 41r0 • 7 • • • • • • • • letAmockt! : 0....f , • . • ' • • • : • , • ill • le : • • : ''.• • WO. • • ; aom : • • • • • 0, 7 At • • • • • ••• * • • • • • • • * • • • •••• 44: .... 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CONSULTING ENGINEERS P.E. #038398 (305)823-3938 TABLE3.2.1.2: Reinforced Wait Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steles Reinforcement Properties 8 in E, 29,000,000 psi For Effective Depth d = 3.8125 in Fy 60,000 psi Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wail (Table Arranged by Increasing MR) f'm = 1,350 psi t'm = 1,500 psi Bar Size Bar Spacing (in) A, (in2/ft) MR On-lb/ft) Bar Size Bar Spacing (in) A, (in2Ift) MR (in- tb/ft) Bar Size Bar Spacing (in) (in 2 MR (in- Iblft) Bar Size Bar Spacing (in) A (in2> ) MR (in-lb/ft) 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 0.13 8,310 7 8. 0 20,647 4 24 0.10 8,348 6 8 0.66. 17,730 6 56 0.09 7,804 6 8 0.66 - 19,201 7 72 0.10 8,114 8 16' 0.59 16,609 5 40 0.09 7,753 8 16 0.58 18,055 6 56 0.09 7,840 5 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 5 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 6 16 • 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07. 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22' 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,5921 .5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16. 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4 58 0.04 3,655 4 16 0.15 12,171 4 58 0.04 3,667 4 18 0,15 11,374 8 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,836 5 • 96 0.04 3,254 8 56 0.17 11,479 5. • •.46 • 0.Q4 • ,267 8 56 0.17 10,684 4 64 ' 0.04 3,198 ' 6 40 0.13 10,888 4 t4 • • a01 : ,20b 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4'. 'j2; tz0l :• ,8SQ 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 8• 920 • 0.83 ■ 1,644 8 64 0.15 9,349 4 96 0.03 2,132 5 ° 32 0.12 9,643 4 96 0.03 2,139 8 48 0.11 9,105 4 120 0.02 1,706. 6 48 ..0.11 9,146 • , 120 • Q. 14711 7 64 ' 0.11 8,530 _ 7 64 0.11 9,128' :. : -• --i. : : : - -f • 2 • • • - • • • • • • • • • • • • •• .. • fm= 1,350 psi fm= 1,500 psi • • • • • • •• • 000.11 • • • ••• • • • • • • • • • • • • • • ••0 • • • • • • • • • • • • • ' •• • • • •• •• 11.11 • • • ••• • • 00 0 0 W WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: COOPER RESIDENCE, 860 NE 92ND STREET, MIAMI SHORES, FLORIDA 33138 User Input Data Structure Type Building Basic Wind Speed (V) 146 mph. Struc Category (I, II, III, or 1 II Exposure (B, C, or D) C Struc Nat Frequency (n1) Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 17.00 ft Mean Roof Height (Ht) 13.50 ft Width Perp. To Wind Dir (8 52.00 ft Width Paral. To Wind Dir (L 62.00 ft Calcu cited Parameters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Calculated Paramers "• Importance Factor 1 1 ..°C Hurricane Prone Region (V>110:7121 Table 6-2 Values • • Alpha = 9.agg • • zg = 900.aD9 • • 6/6/2009 • 1••• •• ,• • • . •• •• • . • • • • • • • • • • • . • • •• • • • ••• • .•• • • • •• • • ••• At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplifie . Method Gust1 (For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category 11:. Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z) "0.167 0.2281 Enclosed Buildings. Lzm I *(zm/33) ^Epsilon 427.06 ft Q (11 (1+0.63 *((B +Ht) /Lzm) ^0.63)) "0.5 0.9154 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8805 Gust actor Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fla 6-5 Internal Pressure Coefficients for Buildings, Gcol Condition Gcpl Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings. 0.18 -0.18 Enclosed Buildings 0.18- -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • Page No. 1 of 4 Elev 0 17 15 Note: 6/6/2009 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Kz Kzt qz Ib/ft^2 Pressure (1b /ft ^2) • • • • Windward Wall* Leeward Wall Totdl , • Shear • uM* rent +GCpi -GCp1 +GCpI -GCpi +I-GO' 42.94•' • '(Kip) . I 4.47 • fI4Ip -ft) • • 4.47 0.87 1.00 40.43 20.40 34.58 -22.53 -8.36 0.85 1.00 39.37 19.69 33.86 -22.53 -8.36 42.22 - , 37.40 • 322.91 Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) L L Surface Windward Watt (See Figure 6.5.1.2.2A for Pressures) Cp 0.8 • • • • •• •• • • • • • • • • • • •• • Roof Area (sq. ft.) - Reduction Factor Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *l *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.37 psf Surface Windward Watt (See Figure 6.5.1.2.2A for Pressures) Cp 0.8 • • • • •• •• • • • • • • • • • • •• • Leeward Walls (Wind Dir Normal to 52 ft wail) Leeward Walls (Wind Dir Normal to 62 ft wall) Side Walls -0.46 -0.50 -0.70 -22.53 -23.82 -30.52 -8.36 -9.65 -16.34 toof - Wind Normal to Ridge (Theta > =10) Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) - for Wind Norrnatto 52 ft face -0.54 -0.04 -0.46 -0.54 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -22.48 -18.07 -10.99 5.88 -8.31 -18.07 • •••• • • • •• • •••• •••• • •• • • • • • • • • • • •••.• • • • • • • Page No. 2 of 4 • Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 52 ft wail) Leeward Walls (Wind Dir Normal to 62 ft wall) Side Walls -0.46 -0.50 -0.70 -22.53 -23.82 -30.52 -8.36 -9.65 -16.34 toof - Wind Normal to Ridge (Theta > =10) Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) - for Wind Norrnatto 52 ft face -0.54 -0.04 -0.46 -0.54 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -22.48 -18.07 -10.99 5.88 -8.31 -18.07 • •••• • • • •• • •••• •••• • •• • • • • • • • • • • •••.• • • • • • • Page No. 2 of 4 • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 -15.40 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 -i oof - Wind Parafl,'_o tetra for'Sittind Not` to f e ? Dist from Windward Edge: 0 ft to 27 ft - Max Cp -0.18 -13.11 x.06 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp -0.90 -37.21 -23.68 Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp -0.90 -37.21 - 23.08, Dist from Windward Edge: 13.5 ft to 27 ft - Min Cp -0.50 -23.82 -9.65• Dist from Windward Edge: > 27 ft -0.30 -17.13 -2 5 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Fl s ure 6 -10 - External Pressure Coefficients GC ® f Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) ^(2/Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Angle of Roof 6/6/2009 ••.. • • • •••• • • ••• • .. • • • .• • •. • • • •._. • • • • • •• •• •••• • • • •• • • • • • • • • • • • • • • • •••• • • • • • •• • •••• • • = 0.85 •• • • ••.� • • • 1.00 •••• 39.37 14.0 Deg Omer Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 , 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpI) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.2 =_> 2 a Hipped Roof 7 < Theta <= 27 5.20 ft Double Click on any data entry line to receive a help Screen 6/6/2009 •••• • • • • • •••• • • • •• • •••• •• • • • • • •• • • • • •••• • • • • • • •••• • • • •• •• • • • • • •••• • • • • • • • • • •••• • • •• • • •• • • • • • • •••• •••■ • • • •• • • • • • Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (1b/ft ^2) Max Min Max Min WALL 2 6 12.00 4 0 -.99 -409 ' 45.9'f - 49.85 2 6 12.00 5 - �.99 -1.37 45.9T - 81.11' 0.00 - 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 4 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 alga .$ -1.1 - External Pressure Caefflclents. C4CD Loads on Components and Cladding for Buildings wl Ht { ■ BO ft a 5.2 == a Hipped Roof 7 < Theta == 27 a 5.20 ft Double Click on any data entry line to receive a het p Steen • • • • • •• • •••••• • •••• • • • • •• •• 6/10/2009 • • • • • • • •• • • •••••• • • • • • • • • • • •••• • • • •• • • • ••e••• • • •• • • • • • • • •••• • • • • • • •• • • •• • • • • • �� . 'MEI lanalla 6 12.00 zone ind Pree (1 Ifti"2 s+ a� Max tin M* '.1 -1.09 4•.91 . 6 12.00 0.9 -1.37 4 1,• 1. 1 DOOR 21M0 4 0,94 -1.04 44.22 -48.16 0.00 0.00 Note: * Enter Zone 1 through 1H through 3H r overhangs. Dovolopad by Mew Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 4 of 4 • • • • • •• • • •••• • • • • •• •• ••• •••• • •••• • • • • • •• • • • • • • • • • • ••••• • • •••• • • • •• • •••••• • • • • • • • • •••• • • • • • • • • •••• ' • • •• • • •• • • • • • •••• f. 51.4 ' is FILF EAST w IiJ as 1-- w z F- CG W of I.i C'3 w 0 tL O w H J N w w 0 NORTH ARROW WEST W w Ls- CD N II J U N (NOT TO SCALE) 175.00' PLAT 175.10' MEASURED FOUND A WITH COOPER BOUNDARY SURVEY 860 NORTHEAST 92ND STREET, MIAMI SHORES, FLORIDA 33138 LOT 23 BLOCK 2 " DIAMETER TEEL BAR A YELLOW PL STIC CAP LS 3086" EEL PIPE ARYTLINE *STAMPED " FOUND A 1" DIAMETER S 0.63' SOUTH OF BOUN LOT 22 BLOCK 2 o NIEGHBOR'S 31.93' 0 75.00' PLAT ij -CHAIN LINK FENCE + 74.85' MEASURED r I ik50.93' "CHAIN LI 0 0 "4; al 0 -EAST HALF- - LOT 4 BLOCK 2 CONCRETE WALK A D STEPS 3' BY 3' CONCRETE LAB FOR AIR CON ELECTR FOUND A 1" DIAMETER 0.25' SOUTH OF BOUN FOUND A i" DIAMETER WITH A YELLOW PL STAMPED " O 1 W ST HALF-- - ILOT 4 Z BILOCK 2 � I J x U ONCRETE SLAB to LO • N O -o- w; ITIONER g.91' 9.62' IC METER 1.37' EEL BAR ARY LINE EEL BAR STIC CAP LS 3086" 175.06' MEASURED 175.00' PLAT (NOT TO SCALE) O • M 0 WATER METER M N 18.95 • 53/42/06 I FLOOD ZONE X NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY -PANEL NUMBER 120652 0092 J RATE MAP EFFECTIVE MARCH 2, 1994 INDEX MAP REVISED MARCH 2, 1994 11.73' ALUMINUM SHED • Co 11.65' 0 a 12.57' N La K FENCE ao 11.96 • N Ln LOT BLOC 12.00' LC) 0, a, CO CO LO M 5 K2 -4- 24.45' ONE STjORY CONCRETE GAS BLOCK AND STUCCO (METER 12.81' RESIDENCE II 11.50' M 9.22' 15.67' • TILED to PORCH 14.85' a; 8.61' .3' 3 w w v z 0 to 3' O 33' 12.90 7.0' w L, W x'-4 U 0 O 0 74.85' M6TiURE3 x.00' PLAT i • N 8.17' 12.75 •• • •• • • • • • •• •• •• • • •••• • • • • •• •••• • •••• • 00 • • • • (NOT j0 SCALE) I' "' 402.18 '"LAT :. • 395.37.'.:11 ASURtb •' • FOUNp. A .1" DIAM&T•ER "'•1• • • • • •• • • U W z Z J 0 '3- O O • 0 1.86' STEEL .PPE • •••• SET A 1.5' LUNG, 2" DIA- METER STEEL BAR WITH A YELLOW PLASTIC CAP STAMPED "LS 3707" LOT 6 BLOCK 2 -----CONCRETE STEP FOUND A 1" DIAMETER rr, STEEL PIPE t N 1 _ FOUND A 1" DIAMETER STEEL PIPE, 0.24' SOUTH OF BOUNDARY LINE CONCRETE. DRIVE 8.31'I. 395.25' 402.55' (NOT ASPHALT ROADWAY • w WOOD UTILITY POLE NORTHEAST 92ND STREET MEASURED PLAT TO SCALE) • • • • • • • • 0• •00 • • • • -EAST RIGHT -OF -WAY LINE OF NORTHEAST 8TH AVENUE 0 • • • O 0 THE PRECISION OF THE TRAVERSE FOR THIS BOUNDARY SURVEY IS ONE PART IN 13,400. THE MINIMUM PRECISIaAI•PERMItTpFOR THIS TYPE •••• • •• • •• • UNDERGROUND FOUNDATIONS OR STRUCTURES ARE NOT SHOWN. VEGETATION IS NOT SHOWN. VISIBLE EVIDENCE gF..MEMO/TS'It SH @WNI:. EASEMENTS OR RIGHTS -OF -WAY OF RECORD WHICH COULD BE REVEALED BY A COMPLETE SEARCH OF THE PUBLIC RF.M414 MAY NOT BE SHOWY. DESCRIPTION: 'LOT 5 AND THE WEST HALF OF LOT 4, BLOCK 2, GOLDEN GATE PARK ADDITION, A SUBDIVISION AS SI0WN'QN.Tfl E PLAT BOOK 6, PAGE 130, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. OF SURVEY BY FLORIDA ADMINISTRATIVE LAW IS ONE PART IN 7,500. • • • • • .. • • •• • I HEREBY CERTIFY EXCLUSIVELY TO WILLY COOPER AND CAROLYN ANCRUM - COOPER THAT THIS SURVEY MEETS THE MINIMUM TMAAICAL STANDARD SET FORTH PURSUANT TO SECTION 472.027, FLORIDA STATUTES, BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. FLORIDA LICENSE CERTIFICATE NUMBER 3707 © COPYRIGHT 1998 HARLEY GREENE, JR. 19208 NORTHEAST 25TH AVENUE, UNIT 301 MIAMI, FLORIDA 33180 -3217 PHONE (305) 932 -2843 FROM MIAMI -DADE COUNTY (954) 522 -0193 FROM BROWARD COUNTY r HARLEY GREENE, JR. DATE OF SURVEY - DECEMBER 1, 1998 rZ /,D/ /B DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: B20091101013.0 BATCH: FOLIO #: 1132060050150 SITE ADDRESS: 860 NE 92 ST FEEPAYER: COOPER, CAROLYN A. 860 NE 92 ST COLLECTION NO.: 98831 DATE: 10122/2009 MIAMI FL 33138 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 130 0.9180 119.34 T iST JO M TM V ECTIO IFSRP_0005T IECTIEV/C7 DEC 02 NM sass BYv.. TOTAL AMOUNT DUE: $119.34 PAID CHECK: $0.00 PAID CASH: $119.34 PERMIT #: SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Charlie: (imcrrur August 28, 2009 Carolyn Cooper 860 NE 92 St Miami. FL 33138 RE: Contingency Letter Application Document No: AP934197 Centrax Permit Number: 13 -SC- 1000531 OSTDS Number: 860 NE 92 St Miami, FL 33138 Lot: 5 Block: 4 Subdivision: Ana M. Vtamona Ro,. State Surgeon (iencra1 Dear Applicant: This will acknowledge receipt of an application dated 08/27/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. 1. -There is no increase in sewage flow, change in characteristics compromising the integrity or function of the system installation. 2. -This project entails : "NEW SCREEN PORCH, GATE,AND DRIVEWAY "ONLY From a review of your completed application, it has been determined that your existing system is adequate for the proposed use : " APPROVED ". GIP If you have any questions on this matter, please call our office at (786) 315 -2444. Enclosures cc: Sincerely, rger, Engineer Specialist li Miami -Dade Count~ Health Department 11805 SW 26 St. Miami. 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Eciward.A: •• •• i. •••' . t., FluiLlii"398 "" 1M.." 6 tZq (a? ........... • • •• • • :. .A? -,H • • ••• •• • _....... ' .*• ..-73-0-siip...c.----r CONS61, !NG ENGINEER. § .- • •• • '' .. '.‘. 1 .. I, ,17',j7ifrO • ••• • • • • ••• 41 • .* ••• • • • ••• • • • • • • • • • • • • •• • •• • • • • •• •• Nimes 111111111 11111111101 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: COOPER RESIDENCE, 860 NE 92ND STREET, MIAMI SHORES, FLORIDA T�1�llpgk,dt�t ._n..', Type of Structure Structure Type Building Flexible Structure Basic Wind Speed (V) 146 mph Struc Category (I, II, 111, or I II Eredsdd Duklbg%• xposure (B, C, or D) C Struc Nat Frequency (n1) 1 Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 17.00 ft Mean Roof Height (Ht) 13.50 ft Width Perp. To Wind Dir (B 52.00 ft Width Paral. To Wind Dir (L 62.00 ft iCUr Harz meters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Importance Factor 1 Hurricane Prone Region (V > 100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 if Gust Factor Category jg t Stru ulres,- Simpi fi Mile hod., Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 G cto ar _ tit` 1: tr Lures - o p ly ' Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Lzm Q I *(zm /33) ^Epsilon 427.06 ft (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9154 Gust2 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8805 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 .. • • • .. • • • • • • • • Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Qmtion%Epct*d,BGildings 0.55 -0.55 Eredsdd Duklbg%• 0.18 -0.18 PnolesedBeilelings 0.18 -0.18 ... .•. • . • • • • • .. .. • • ... • • • • ... • • • • • • • • • • Developed by Meca tale i . • •tsesi lncy(�gpyQlht tip EDWARD A. LANDERS, P.E. WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib /ft^2 Pressure (Ib /ft^2) 2.01 *(15/zg) ^(2 /Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + / -Gcpi (Kip) (Kip -ft) 17 0.87 1.00 40.43 20.40 34.58 -22.53 -8.36 42.94 4.47 4.47 15 0.85 1.00 39.37 19.69 33.86 -22.53 -8.36 42.22 37.40 322.91 B war ... f e nu ace and Negative forces act away from the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) L z L : laIue. .,., th�lfts t Kh 2.01 *(15/zg) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.37 psf Leeward Walt %jV\n0 Cdr Leeward as an L 6io ' Sid2'VV�9is' ' • ' • • Roof - Wind .Normal to Wirtdwarid - Iiirl•Cp•; •t• 1 /irldv�a,d ; M Cp• Leov8rri•Norrpat td Er?dge Overhang Top (Windward) al to 52 ft wall) -0.46 -22.53 -8.36 rural to 62 ft wall) -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 Ridge (Theta > =10) - for Wind Neal to 52 ft "face "' -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -22.48 -8.31 -0.54 -18.07 -18.07 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • Developed by M :ca 'bnter�e , li�c. Ongyrip 1t 20,06 EDWARD A. LANDERS, P.E. ••• • • • •• Page No. 2 of 4 Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Leeward Walt %jV\n0 Cdr Leeward as an L 6io ' Sid2'VV�9is' ' • ' • • Roof - Wind .Normal to Wirtdwarid - Iiirl•Cp•; •t• 1 /irldv�a,d ; M Cp• Leov8rri•Norrpat td Er?dge Overhang Top (Windward) al to 52 ft wall) -0.46 -22.53 -8.36 rural to 62 ft wall) -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 Ridge (Theta > =10) - for Wind Neal to 52 ft "face "' -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -22.48 -8.31 -0.54 -18.07 -18.07 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • Developed by M :ca 'bnter�e , li�c. Ongyrip 1t 20,06 EDWARD A. LANDERS, P.E. ••• • • • •• Page No. 2 of 4 Roof Area (sq. ft.) - Reduction Factor 1.00 - Leeward Walt %jV\n0 Cdr Leeward as an L 6io ' Sid2'VV�9is' ' • ' • • Roof - Wind .Normal to Wirtdwarid - Iiirl•Cp•; •t• 1 /irldv�a,d ; M Cp• Leov8rri•Norrpat td Er?dge Overhang Top (Windward) al to 52 ft wall) -0.46 -22.53 -8.36 rural to 62 ft wall) -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 Ridge (Theta > =10) - for Wind Neal to 52 ft "face "' -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -22.48 -8.31 -0.54 -18.07 -18.07 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • Developed by M :ca 'bnter�e , li�c. Ongyrip 1t 20,06 EDWARD A. LANDERS, P.E. ••• • • • •• Page No. 2 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 Overhang Bottom (Applicable on Windward only) 0.80 26.77 -15.40 26.77 Ro '4- Wi d;Paratta) toRdge mr,1 leta) - fpr Win `No i #d 62 ftface' ?,, Dist from Windward Edge: 0 ft to 27 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 13.5 ft to 27 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 27 ft -0.30 -17.13 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6-2) 0.00256 *(V^2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 = 39.37 = 14.0 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf - qh (Psf) Min P (Psf) Max P (Psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 •4• •' :437 .•. (11$ ." -0.18 39.37 -21.81 -7.64 •4 •: - 0.2F�`ii i ... : 4.4 ' • � -0.18 39.37 -24.81 -10.63 .6.* •.:-d'4 0.18 • • -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E • -1.Q7 ••• 0.1e.. ...0.18 39.37 -49.22 -35.04 • 3E• : -0;63 . • 0.18. 18 39.37 -31.74 -17.56 E; ; • -0.$4 : • d.18:• • •0.18 39.37 -28.98 -14.80 * ah * p S' (GC Geol) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • Developed by Meta Ettapraces, tric. CipyrriiM 20®6 EDWARD A. LANDERS, P.E. ••• • • • ••• • Page No. 3 of C9 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5. W a Hipped Roof 7 < Theta <= 27 5.20 ft Double Click on any data entry line to r Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (ib/ft^2) Max Min Max Min WALL 2 6 12.00 4 0.99 -1.09 45.91 -49.85 2 6 12.00 5 0.99 -1.37 45.91 -61.11 DOOR 3 7 21.00 4 0.94 - 1.04 44.22 -48.16 0.00 0.00 RAFTERS 2 10 33.33 1 0.40 -0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 -1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H throuah 3H for overhanas_ •• ••• • • • • • •• • • • • 2 -_' • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • Developed by Meta rp seep, Iic. opeyri��li 2O 6 EDWARD A. LANDERS, P.E. Page No. 4 of i • • • • •• • • • 44v crk /16 T X 71,41#1.- a' 5 • ........ • eArific. / 0 A , 4te. 4'..41. 4.;:cP7x4trxiz,:-13- • • • • • • • • • • : • • • • • • . • ;:" • • • • • • • • • • • • 0. • • • • • • . • • • • • • • • • • • / 071 46)4- da-ece_ri •• • • • • • • • • • • • • • • • • , 1 1 • • • • • • . • • • • • • ' • • • • • • • • • • • • 1 1 • • • • • • • • • • ..ii: •Edwa rd .A.• Nam • • IA .IAND .:.CON:SOLTIRG tr1/4KNINEERS P.G. #038398 (305)823-3938 • .. ; • • k*L. 1. ••• • • • • •• . ••••• • • • 4, •-• •• '- • yrs: .11 • • • • • •: • • • • • • •• ••• ••: • • • •• •. • • • . . • • • • I I 18111111111r EN 1 O IMMO 111 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • . •• •• • ••• • • • Edwcird A. .iAND D�L StlerIW il\liNEERS P.E. MUM (305)823-3938 r t • { TABLE3.2.1.2: Reinforced Walt Properties for Load Combinations Not Including Wind or Seismic Co? itB,Masonry VIII Properties Steel Reinforcement Properties • • t,., • • • • • • • • 8 in .E5 29,000,000 psi • • Fo�Eff8dtive Depths • d = 3.8125 in F r 60,000 psi •••• • • • • • • • Out -o? -Plane ReiI%fI J Moment and Shear for Bars Positioned in the Center of the Wall • •• •• •• • • • • • • • ••• • • • • • • • • ••• • • • • (Table Arranged by increasing MR) i • •• • • • • • f'm =1,350 psi V - fin =1 500 psi •• Bar *Time Bar•• SRAM (in, • • A¢ (n2/ft) MR On-lb/ft) Bar Size Bar Spacing (in) As (m2 /ft) MR (n -lb/ft) Bar Size Bar Spacing (in) A (n2 MR (in -Iblft) Bar Size Bar Spacing (in) A (n2/ft) MR On-lb/ ft) ft) 8 +8 • 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 1 8 0.90 19,008 8 72 0.13 8,310 7 8. 0 20,647 4 24 0.10 8,348 6 8 0.66. 17,730. 6 56 0.09 7,804 6 8 0.60y--19,201 7 72 0.10 8,114 8 16• 0.59 16,609 5 40 0.09 7,753 8 16 0.5`g 18,055 6 56 0.09 7,840 5 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 5 40 0.09 7,786 7 16 0.45 15,850 6 64 0.08 6,829 7 16 0.45 18,963 6 64 , 0.08 6,860 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 6 16 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 8,534 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,087 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 98 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.2Z 12,896 5 64 0.06 4,881 6 24 0.22 13,871 & 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16 - 12,315: 4 48 0.05 4,278 7 48 0.15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 4 16 0,15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,836 5 • 96 0.04 3,254 8 56 0.17 .11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 3,198 ' 6 40 0.13 10,888 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706. 6 48 0.11 9,146 4 120 0.02 1,711 7 64 ' 0.11 8,530 7 64 0.11 9,128' m= 1,350 psi m31,500psi tD spi \ub!seQ kuose WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: COOPER RESIDENCE, 860 NE 92ND STREET, MIAMI SHORES, FLORIDA 33138 Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 if Ridge Height (RHt) 17.00 ft Mean Roof Height (Ht) 13.50 ft Width Perp. To Wind Dir (B 52.00 ft Width Paral. To Wind Dir (1 62.00 ft l, ., . ,, e l P t�fet Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Importance Factor 1 1 f Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft gf, } i. Gust Facto, 'C l Structures t' .Simpl �3^.,. . M-K5M Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Max - Open Buildings 0.00 Zm Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 strrplgsed Duller gs • Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9154 1 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8805 t l t# tii4'ti ^ G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 •• • • • •. • •• • • • • •• • • Fie 6-5 Internal Pressure Coefficients for Buildings, Gerd Condition Gc I Max + Max - Open Buildings 0.00 0.00 Pa iill4Nicted; os�uildings 0.55 -0.55 strrplgsed Duller gs • 0.18 -0.18 tnc18seel Bawds 1 0.18 1 -0.18 • • • • • • • ••• ••• • • • • • • • •• • • • • • • •• ••• • • ••• • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • Developed byd ecatnterpiiseavinc .topyiight2i1t16 EDWARD A. LANDERS, P.E. Page No. 1 of 6/6/2009 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib/ft ^2 Pressure (Ib /ft" 2) 2.01 *(15 /zg) ^(2/Aipha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpl (Kip) (Kip -ft) 17 0.87 1.00 40.43 20.40 34.58 -22.53 -8.36 42.94 4.47 4.47 15 0.85 1.00 39.37 19.69 33.86 -22.53 -8.36 42.22 37.40 322.91 Note: 1) Positive forces act toward the face and Negative forces act away from the face. B Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind Force Resisting Systems (Method 2) L L .,v IS. Surface Cp Kh 2.01 *(15 /zg) ^(2/Aipha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) 12 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.37 psf .,v IS. Surface Cp Windward Wall (See Figure 6.5.12.2A for Pressures) 0.8 35 01C in.t N ;, Roof Area (s . ft.) - Reduction Factor 1.00 Leeward a s n Fir ormai to 52 ft wall) Leeward GaAs Minii dig Iorneal to 62 ft wall) Side Wairs • • • • -0.46 -0.50 -0.70 -22.53 -23.82 -30.52 -8.36 -9.65 -16.34 oof -Wind Normal to Rid eta > =10 - for Wind Nor nal to 52 if face windord -1).Cb': ' • Vigdtiatd • Max . Ledw &rid Now to ridge t * Overhang Top (Windward) • • ' • .' • •'• • • ' ' "' • • • • • • • • • • "' • 0 • Developed by yip i11te isl, fnc,ygpy6;'O6 -0.54 -0.04 -0.46 -0.54 EDWARD A. LANDERS, P.E. -25.16 -8.29 -22.48 -18.07 -10.99 5.88 -8.31 -18.07 Page No. 2 of 4� t WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 -15.40 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 ;: > f taiie -to Rig. Alt `h%et for Wald Norm i to62 ,,face Dist from Windward Edge: 0 ft to 27 ft - Max Cp -0.18 -13.11 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp -0.90 -37.21 Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp -0.90 -37.21 Dist from Windward Edge: 13.5 ft to 27 ft - Min Cp -0.50 -23.82 Dist from Windward Edge: > 27 ft -0.30 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg) ^(2/Alpha) Kht = Topographic factor (Fig 6 -2) Qh = 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Theta = Angle of Roof 0.85 1.00 = 39.37 14.0 Deg cadirr Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpfi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 ,Q, , •, ;0.44 , •04 8 •. -0.18 39.37 -24.25 -10.08 4 : 1/37: ;:0.18: -0.18 39.37 -21.81 -7.64 '5. ' :.1i45: : X18 '. -0.18 39.37 -24.81 -10.63 "6 "' 445 ' '0.18" -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 ,•02V. ;1!Q7 •' ; 0.1 ' •;• -0.18 39.37 -49.22 -35.04 ;•,34 ; • - D,63,' 4.15 ; -0.18 39.37 -31.74 -17.56 •,•4L•' -1)46 `.' 0.14• :` -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) ••• • V • • ••• • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • Developed by„N$pFa 'nterpris'e.9,1na p'ight 2006 EDWARD A. LANDERS, P.E. Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, G Cp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.2 =_> a Hipped Roof 7 < Theta <= 27 5.20 ft Double Click on an data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (ibift "2) Max Min Max Min WALL 2 6 12.00 4 0.99 4.09 45.91 -49.85 2 6 12.00 5 0.99 • -t 3T - 45.91 -61.11 0.00 0.00 0.00 Note: `` Enter Zone 1 through 5, or 1H through 3H for overhangs. •• ••• • • • • • •• • 3 • • • •• • • • • • • •• ••• •• • • • • • ••• • • • • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • Developed by jigpa tetiisijnc.ipp jht•1o6 EDWARD A. LANDERS, P.E. Page No. 4 of 4 MJAMIZE COUNTY BU a'i n LNG CODE COMPLIANCE OFFICE CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290 FAX (305) 375- 2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documen Lion submitted , been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be v : id after the expiration date stated below. The Miami -Dade County Product Control Division (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the ri t to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 co y with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPT ION: Series "FD -101" Outswing Aluminum French Door wI Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets /through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and seal by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Ac oe.gtance number and approve date by the M >, -Dade County Product Control Division. �VII�sSII E I1 At ! RATING: Large and Small Missile Impact Resistant 11111 11 14al • • I. Use of1able ;1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower • • • design pre�te from X, XX doors or O (sidelite) shall control. 0' egress b fa'l;le doors must comply with min clear width per : C, as applicable. • LAO 'eu G: Ems$;shit shall bear a permanent Label with the manufacturer's name or logo, city, state and ▪ following statereet6sf'Miami -Dade County Product Control Approved ", unless otherwise noted herein. REAL o &FUR WA shall be considered after a renewal application has been filed and there has been no • • • chance inthe appjit:abte building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page l as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18,2007 Page 1 ° PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIZ°1'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25107, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No YrL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE •. • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • •• • • •• • • • • • • • H.• • • MATERIAL CERTIFICATIONS 1. ; •: •aatice of Acceptance No. 054208.02 issued to "E.I. DuPont Denemours" for •' • • • • • :`DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. • • • •Nbtice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer ' • • • ;. ;iar laminated glass ", expiring on 03/04/09. •• • • • F . • STAIUMENTS • • 1. ; • • Statement letter of conformance and no financial interest, dated 06- 21-07, signed • • by Robert L. Clark, P.E. • • 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 Stool . LLI .L Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 062910 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 ••. • • • • •• • •••• • • • • •• • • • ••• • •• • • • • • • •• • • • • • • • •• • • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, 0, XXXX XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Rase I BF Roder F.K Rend By: Daft --�� .402 k--pe 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS-1w- .090 PVB INTERLAYER. DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM G, 1/2" GLASS BITE 94 INT. - 3/16" HEAT STRENGTHEND GLASS .465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS........... 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as complying with the Florida B.:aing Code Date G4kbe i l $, Z007 NOA# 07— 0 4219. /U Miami Dade Product Control By' 54401.1 I • L., Dor 91607 Doke 814107 B CLARIFY EXT. OF GLASS, OVERALL THICKNESS AND (LASS BITE Revisicar A ADD (LASS B/TEDBN. TO GLAZING DETAILS, ADD GLASS DEC. MK, REVISE F.K NOTE 1, GLASS DESCRIPT: &ADD NOTES. amyl By � F.!( 2/22/07 J.J. 6/21/07 f 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibly Better Descripearr NOTES AND GLAZING DETAILS rme: ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8sde•ANBdet FD101 Saab: Ix Sheeb 1 of 10 Doming 11005-1 B Robe ft L. Clark, P.E. PE #39712 Structural ••. • • • • •• • •..• • • ..•. • • .• • • • ••• • • •• • • • • • •• • • • • • • • • • • • • • • • • •. • •• •• • • •••• • • .••• • • •• • • • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 3° 371/2"16° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 8°- 953/4" +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 - 63.1 O WIDTH I 36 3/4 " SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 I +75.0 -75.01 +75.0 - 75.0 I +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPESA,B,CORD HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 - 34.0 SINGLE SIDE LITE Raved*: Rand By.. FK Rend By: FIG O WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 - 57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" Deka 9/18/07 Data 8/14/07 Revisions: +34.0 -34.0 +34.0 -34.0 +34.0 - 34.0 +34.0 -34.0 +34.0 - 34.0 NOTES: A1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. Z. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6/-67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 1 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as complying with the Florida R11: ling Code Date Cr 200 f NOA# 0 Miami Dade product Control L Ravisioax B Revisions: A REVISED TABLE 2 DESIGN PRESSURES AND CLARIFIED NON - REINF. VERSION CO IBINE GLASS TYPES & MAK SIZES INTO NOTES &ADD NOTES S& 8. REVISE NOTE 1, 2 & a ADD NOTATIONS TO TABLE 1 AND 2. REDUCE M A X SIZE D E S I G N PRESSURE A N D ADJUST ALL D P S FOR TABLE 2 Dawn By: i CJeaekedBy: Deka F.JG 2/22107 J.J. 6/21/07 1070 TEO14NOLOGYDRIVE NOKOMIS, FL 34278 P.O BOX 1829 NOKOMIS FL 34274 �GZ Visibly Bette, DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT SaaesSiodat FD101 1.X Moat 2 of 10 awing too. 11005-1 Raw B Robert t. Clark. P.E. PE #39712 Structural •••• • • • •• • •••• • • •••• • • • • • • • ••• • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • 731 /2" MAX. 36 3/4" MAX. 0 49 ''') , ' r 1 ,( 0 I1 . SEE NOTE 4 OX OR XO 371 /2" MAX. A 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.)p 36 314" ivy I I ivIIru. 36 314" MAX. ---' --SEE NOTE 3-�— MAX 49 . 4 ,,,,, 4 10 Er lE/E{ IE o /L/(/ x 0 11 SEE NOTE 4 —' 71 3/4" MAX. OXO NOTE 4 24 9/16" MAX. DLO (TYP) 111 I 49 ,' \\ 41 , 10 \\ 4 �i ^� C / X ACT ((/X INACT. + I`R A X A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO "XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" • MAX 95 I I I I I SEE NOTE 4 OX OR XO 371 /2" MAX. A 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.)p 36 314" ivy I I ivIIru. 36 314" MAX. ---' --SEE NOTE 3-�— MAX 49 . 4 ,,,,, 4 10 Er lE/E{ IE o /L/(/ x 0 11 SEE NOTE 4 —' 71 3/4" MAX. OXO NOTE 4 24 9/16" MAX. DLO (TYP) 111 I 49 ,' \\ 41 , 10 \\ 4 �i ^� C / X ACT ((/X INACT. + I`R A X A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO "XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" • MAX 95 I I I I I \ SEE NOTE 4 —' 71 3/4" MAX. OXO NOTE 4 24 9/16" MAX. DLO (TYP) 111 I 49 ,' \\ 41 , 10 \\ 4 �i ^� C / X ACT ((/X INACT. + I`R A X A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO "XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" • MAX 95 I I I I A X A NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO "XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" • MAX Owl 1 �� 0 Ef" �E \ ` E� �E 0 X ACT. X INACT. O f I I 95 3/4" MAX. A (TYP.) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" Rand By Roved By: FJC SEE NOTE 4 f /4" P.) ;'.n;DtUr,:t::r' ....t;;:ai iaz with the -:sae c4.T .1 2c6 s'••4J•a4 { rn =FVrk zb,14,4 I. N Revisit= Date: 9/18/07 Revises: 8 CORRECT VERTICAL DLO AND FORMULAS Read By Data 8/14(07 Revhdanic A ADD DLO FORMULAS FOR DOOR AND ME WE ADD DOOR DLO DIM. F.K IDENTIFY DEAD BOLT AND SPECIFY ACT. AND 7CINACT. Drawn By: De* tad ay: Date: F.K 2/22/07 J.J. 6/21/07 l 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 itT_ Visibly Better ELEVATIONS 'rasa ALUM. FRENCH DOOR & SIDE LITES, IMPACT srkesrodeL• FD101 NTS sheet 3 of 10 cansing No. 11005-1 Rol B V 1l Robert L. lark, P.E. PE #397'12 Structural 95 I I I I I \ 49 ,' ` // ( 95 3/4" MAX. A (TYP.) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" Rand By Roved By: FJC SEE NOTE 4 f /4" P.) ;'.n;DtUr,:t::r' ....t;;:ai iaz with the -:sae c4.T .1 2c6 s'••4J•a4 { rn =FVrk zb,14,4 I. N Revisit= Date: 9/18/07 Revises: 8 CORRECT VERTICAL DLO AND FORMULAS Read By Data 8/14(07 Revhdanic A ADD DLO FORMULAS FOR DOOR AND ME WE ADD DOOR DLO DIM. F.K IDENTIFY DEAD BOLT AND SPECIFY ACT. AND 7CINACT. Drawn By: De* tad ay: Date: F.K 2/22/07 J.J. 6/21/07 l 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 itT_ Visibly Better ELEVATIONS 'rasa ALUM. FRENCH DOOR & SIDE LITES, IMPACT srkesrodeL• FD101 NTS sheet 3 of 10 cansing No. 11005-1 Rol B V 1l Robert L. lark, P.E. PE #397'12 Structural •••• • • • • •• • • •• • • • • • •••• • • • • • •••• • • • • • • • • • •• •• • •• • • • • • ••• • • • • •• • •••• • • • • • • •• •••• • • • • • • • • • • •• •• • • • • • • EXTERIOR MAX. DLO .71FJ Raved By: C: Rand By: Date: F.K 9/18107 per 0t F.K 8/14107 Dom OF ah1e: F.K. 2/22/07 INTERIOR MAX. DOOR HEIGHT 1.489 1r DOOR SECT. A-A VERTICAL EXTERIOR MAX DLO :1V-1 INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY Approved as complying with the Florida Guiding Code Date Orr J 7t707 MOAN _02— C+2rr, , /G Miami Dade Product Control Byv ct� I..1_,114114—(16. B NO CHANGE MS SHEET. R•wsarc A SHOW DOUBLE HOLLOW HEAD SECT IONAT CORNER ASSEMBLY trey! We: J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 4529 NOKOMIS, FL 34274 visibly Better EXAMPLE ELEVATIONS Tee ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8adaaMadet F13101 Seek 1/2x Sheet 4 •► 10 among NA 11005 -1 B Robert L Clark, P.E. PE #39712 Structural •••• • • • .. • •• • • •• • • • •••• • • • • •••• • • • • •. • •• •• • • • ••• • • • • • • • •. • • • • • • •• • • • • •••• • • •••• • • • • • • •• • • • • • • • • • • • MAX. 'XX' WIDTH MAX. ,1 DLO 'XX' SECT. C —C HORIZ. MAX. DLO MAX. 'X' WIDTH MAX. DLO 'X' SECT. D —D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. SL WIDTH INTERIOR EXTERIOR SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY Ftsvad By: F.K Rival F.K Damn 8y: F.K, Da 911&07 batfr 8/1407 Data. 2/22/07 Revisions: A ADD 'DOOR W / SIDE LIMTO SECTION E- E & 'SINGLE SIDE LITE' TOSECT. F-F Checked Br— tom: J.J. 6/21 /07 1070 TECHNOLOGY DRIVE NOKOMISt FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better MAX. DLO SL SECT. F —F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT SllloaeG FD101 Scaler 1/2x awe 5 d 10 awing No. 11005-1 Roe B Approved as complying with the Florida Burling Cod Date bG 1 NOA# Miami Dade Product Control DivW io[�n r By i Y L7 1. Robert L. Clark, P.E. PE #39712 Structural 1. •••• • • • •• • ••.• • • •••• • • • • • • ••• • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • •• •• • • •••• • • ••.• • • •• • • • • • ITEM DWG # 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 24 25 26 27 30 31 32 33 943E 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 9150 1010 6608 1140 1048 930 1118 7070 910D 911E 917 1178 34 913A 35 1130 36 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 983B 45 984B 46 1213 47 929 48 1139 49 982 50 51 930 52 931 53 1118 54 957 55 1118 PGT# 60411 6Q300 67070K 7955X 7938X 7956A 7832X12FP)P 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 679240 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X .375 HIGH BULB WEATHERSTRIP .187 X .300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY #32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061 -T5 #8 X1.500 PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X .750 PH. FL. SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X .625 PH. FL. SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X .500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X .750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL. SMS HANDLE STRIKE PLATE #10X.750 PH FL. SMS Roved Dr Date: Rem dBy: Data: FiC 811807 Roved By: Date: F.IL 8/14/7 Damn 8Y Date: F k 2/22/07 Revlelats ITEM DWG # 60 9200 61 62 63 64 65 66 67 921D 916B 1155 998 999 934A 70 71 72 73 92 93 94 95 96 97 98 4222A 988 986 1224 PGT# 6920D 6921 60381 781 PQA 7998 7999 61641M 712653K 71267K 64222 6988 64986 6TP247 DESCRIPTION SIDELITE HEADER 504 --- -� SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI- 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3116" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 41106A 103 OFF -THE SHELF ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK H-- n - .360 .055♦-II- -�---f- OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 �-+ 2.750 -►-I .650 --►J 1251 TUBE MULL 6063 -T5 1.000 Approved as complying with the Florida Binding Code Date D GT tr,2„,„,7 NOA# b7 - ©62,y /0 Miami Dade Product Control Division By ReWelnns: B NO CHANGE THIS SHEET. Revisor A ADD ffEM 103 DEAD BOLTAND 1NACTP/E PANS ONLY' TO ITS" 41. Checked Date: J.J. W21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better PARTS LIST Ten ALUM. FRENCH DOOR & SIDE LITES, IMPACT IterisalModet Be e: Soot D,a•* Ho. Ra: FD101 1/2X 6 of 10 11005-1 B 11 Robe L. Clark, P.E. PE #39712 Structural , 011 • • • • • • • • • • • • • ••. • • • • •. • • • • •••• • • • • • • • •.• • •• • • • • • •• • • • • • • • •• • • • • • • • • • • •• •• • • •••• • • ••.• • • •• • • • • • -1.750 4.626 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 .3 655 4.726 3.111 4.100 1.400 1.272 .550 FILLER HEAD ADAPTER 6063 -T6 3.000 FRAME HEAD 6063 -T6 7 1.479 J Road Er Da6x OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 1.500-& -{ x.1251 1.750 4.726 4.100 .750 7 TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .683 -.558 .050 3 /8" GLAZING BEAD 6063 -T5 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 +-..4 k .525 .050 .683 7/16" GLAZING BEAD 6063 -T5 SL HEADER 6063 -T6 SL SILL 6063 -T6 5.212 �1.480� DOOR FRAME, JAMB 6063 -T6 -1.578 -+'- -�-I .890 3.000 r SL JAMB 6063 -T6 .050 2.980 SL JAMB ADAPTER 6063 -T6 050 1.620 WEATHER STRIP CHANNEL 6063 -T5 1 2.125 HINGE 6063 -T5 Approved as complying with the Florida Bunting Code Date ©f-T I &/ 7a,7 NOA #_ e57-414 79 . AD Miami Dade Product Control Division DL LS:, t•Ur,vr� Re Rene FJG 9/181D7 Raved By. FIG Drawn By. F.K bate: 8114107 Do 2/22/07 RevisIontx 8 NO CHANGE THIS SHEET. A ADD 'DOOR' TO ITEM20 & GLASS BED DIM. TO ITEMS 30, 31, 44, 45 & 02 awned By. Dale: J.J. 6/21/07 1070 TEChNOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES new ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Be FD101 1/2x �7 of 10 Drawing No. 11005 -1 R B Roflert L. Clark, P.E. PE #38712 Structural • • • • • • • • • • • • •• •. • • •• •• • •••• • • •••• • • •• • • • ••• • •• • • • • • •• • • • • • • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • JAMB ZONE "B" JAMB ZONE "A" HEAD ZONE "C" JAMB ZONE "A" HEAD I ZONE "D" HEAD �y ZONE "0" I JAMB ZONE "A" • 1 SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD t -Z ©E - -- E-tZONE "F"—t- Z ENE- / JAMB ZONE "A" [ OXO JAMB ZONE "B" , SILL SILL 1- ZONE ZONE "F" ZONE -� E SEE TABLE 7., SHT. 9 E NOTES: SIL ZONE "D"-1—ZONE "D "--4 SEE TABLE 4., SHT. 9 HEAD 1 ZONE "E "1 JAMB ZONE 'B" 0 SILL ZONE' JAMB ZONE "B" SEE TABLE 5., SHT. 9 HEAD HEAD ZONE "D "ZONE "F"--t-ZENE 1-ZONE I ZONED "F" JAMB ZONE "A" HEAD HEAD ZONE D " ZONE E "1 I SILL T ZONE "D" ZONE " � E " SEE TABLE 6., SHT. 9 SILL 1 SILL t ZONE-4 ZONE "D" T ZONE "F" "E„ SEE TABLE 7., SHT. 9 HEAD HEAD t ZONE "F" � Zw." JAMB ZONE "B" EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. f JAMB ZONE "B" } , /\ x K x x x 7C // I / / \ A A A [ \ \ / / [ V Y WV .• .. ) ) Y i JAMB ZONE "B" } TT I "" •. 1 / \ \ /xxo OR OXX -JAMB2 \ / \ / [ [ V SILL 1 SILL t ZONE-4 ZONE "D" T ZONE "F" "E„ SEE TABLE 7., SHT. 9 HEAD HEAD t ZONE "F" � Zw." JAMB ZONE "B" EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. f JAMB ZONE "B" } x C C C " x K x x x 7C // I / / \ A A A [ \ \ / / [ V Y WV .• .. ) ) Y }- - JAMB ZONE "B" i TT I "" •. 1- -ZONE t ZONE "F' ZONE "F "ZONE - E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3 /4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appruv►ys es cUmt,!; ;,∎g +ii(h the Florida Banding C e llate ("err l8', `IOO7 NOA# o7 —04 z9. /r) Miami Dade Product Control Div on, / / gy wu1 I. 4 teL `` R•vdsi We: Revistonw Revsel FK Roved By: F.K Drew By: F.K r 9/18/107 Dais: 8(14/07 2/22!07 Rem B NO CHANGE THIS SHEET. Revisions: A Checked By: J.J. CHANGE 7(O' OR 12X' ANCHOR ZONE FROM TO Tr. ADD ANCHOR TYPES TO SOLUTION. 8/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SGT_ Visibly Better ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT S•rbs/Mod& FD101 Sado NTS Sheet 8 0.10 Draft No. 11005 1 Robe L. Clark, P.E. PE #39712 Structural •••• • • • •• • •••• • • •••• • • •• • • • ••• • •• • w • • • •• • • •••••• • • • • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • TABLE 3. X DOORS GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC DOOR WIDTHS "X' - 25.50 TO 37.50 LOAD ZONES WIDTH x HT. X - JAMS A" 0 N X 25.50 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 6 2 7 2 7 2 7 2 7 2 4 4 4 4 4 2 3 2 3 2 3 2 2 DOOR WIDTHS "XX'- 47.75 TO 71.75 WIDTH x HT. X LOAD ZONES en D aiiL r: e w J 4[n 4 ¢ m W i5 r � 27.50 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 2 7 2 7 2 2 2 7 4 4 4 4 4 2 3 2 3 2 3 2 5 2 5 47.75 x 79.75 83.75 87.75 91.75 95.750 51.75 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 5 83.75 5 87.75 6 91.75 6 95.75 6 2 2 2 2 2 8 8 8 8 8 4 4 4 4 4 2 3 2 3 2 2 5 2 5 55.75 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 5 83.75 6 87.75 6 91.75 6 95.75 7 33.50 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 2 2 2 2 2 3 3 3 3 3 8 8 8 8 10 8 8 8 10 10 4 4 4 4 4 4 4 4 4 4 2 3 2 5 2 5 2 2 5 3 3 3 3 3 3 5 5 5 5 59.75 x 79.75 83.75 87.75 91.75 95.75 63.75 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 3 3 3 3 3 8 8 8 10 10 4 4 4 4 4 3 5 3 5 3 5 3 5 3 67.75 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 Deasy: Dote: 3 8 3 8 3 10 3 10 4 4 4 4 3 5 3 5 3 5 3 5 3 10 4 3 71.75 x 79.75 83.75 87.75 91.75 95.75 4 3 6 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 '4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 6 4 8 4 3 5 5 5 8 4 2 3 5 5 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 5 5 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 6 10 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 6 10 4 3 5 7 6 10 4 3 5 6 5 8 4 3 6 5 9 4 3 6 5 9 4 3 7 6 10 4 3 7 6 10 4 3 TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "0" - 10.75 TO 36.75 WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 A, B, C, D 8 3 4 6 3 4 7 4 7 4 7 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC DOOR WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES SIDE LITE WIDTH X HT. X - HEAD /SILL "D" X - JAMB "A" X - HEAD/SILL "D X - JAMB "A" TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES "x' - 25.50 TO 37.50 "XX" - 47.75 TO 71.75 SIDE UTE WIDTH x HT. m m 2 0 0 - HEAD /SILL "E" c7) ❑ X X m m O 0 - HEAD /SILL "E" rn 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 5 3 5 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 5 3 5 3 6 3 6 3 36.13 x 79.75 6 4 83.75 6 4 87.757 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.757 5 91.75 7 5 95.75 7 5 co 0 2 a USE JAMB ANCH 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 re 4 3 4 3 4 3 4 3 4 3 4 3 4 3 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 1 0.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.7542 95.75 4422 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 0 pe G 4 2 CO • 4 2 4 2 a- 4 2 a 4 3 ti �4 4. 2 4 3 4 3 x • 4 2 4 3 N 4 2 4 3 x 4 2 21.75 x 79.75 4 3 W 4 2 83.75 4 3 0 4 2 87.75 4 3 .4 ▪ 4 2 91.75 5 3 0 4 2 95.75 5 3 •; 4 2 27.75 x 79.75 5 3 4 2 83.75 5 3 F 4 2 87.75 5 3 2 4 2 91.75 6 3 re 4 3 95.75 6 3 y 4 3 36.13 x 79.75 6 4 F 4 3 83.75 6 4 2 4 3 87.75 7 5 • 4 3 91.75 7 5 • 4 3 rt 95.75 7 5 = 4 3 36.75 x 79.75 6 4 2 4 3 83.75 6 4 • 4 3 87.75 7 5 8 4 3 91.75 7 5 4 3 95.75 7 5 4 3 4 2 4 2 4 2 4 2 4 2 4 2 1- G tr O 0 w v r 0 4 U- 0 W z N V W 0 ac 0 ai 2 Ce F U w APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Ihndin ( Code Date p(.T IF/ 2007 Mimi Dade 7.- roduct Control Byv�si 1 at*/ Roved ay: : F.K 9/18I07 F.K 0/!4107 Oran nr. Date: F.K 2/22/07 B NO CHANGE THIS SHEET. Revltliorm: ADD 'ALSO USE WI TAME 11 TO TABLE4., 'D MANGE TABLE 8., HEAD ZONE A "C" TO 17 AND COLUMN REFERENCE ADD "GrTOANCHOR TYPE 3. Checked By: Dab: J.J. 6/21/07 9070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Yuib& Better ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Serb•Modek FD909 Saab: NA Sheet 9 of 10 Draa•npxb. 11005 -1 Robe L. Clark, P.E. E #39712 Structural t • • • • • • • • ••••• • • • • • • • • •• • •••• • • •••• • • •• • • • ••• • •• • • • • • •• • • • • • • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • •••••• • •• • • • • • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1„1 3/4" 1 MIN E.D. 1 3/4" MIN E.D. I 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 20R3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 • •, 1 3/8" TYPE 1 13 /4 " TYPE 2 E 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX. SHIM EXT. J FrI. IRll !IIAR1lfllll► Bmc►. r .1.'• ue'e.• �• �•' •• 1 3/41" MIN. E.D. ....,. % •` 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. ': • 1 3/4" 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 MIN. E.D. 1/4" MAX. SHIM mIIIIwR71ll�lel�e� I�11I ;III:,{ i llil1{1141 ,{ 2X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 lialgara " :' %„ 1 3/8" TYPE 1 `? 13 /4 " TYPE 2 NOTE 3 1/4" MAX. EXT. -1.:3/14'" 3.4 KSI MIN. CONC. f IN. E.D. EXT. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 I••-- 41143. /4E," 4?,, .! 1-1 3/4" MIN. E.D. • .. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) —11-1 1 1/4" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM I 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) t jlillll{I {li lfliif 111141 Ill 1141 lilt 141111 ►. 'f ' 1.5 KSI MIN. CMU OR j:• °;� 3.4 KSI MIN. CONC. ' ;,:;•,.. 1 3/4" MIN. E.D. 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 -1 DOOR SILL (CONC) SIDE LITE SILL (WOOD) E NOTE 1 3.4 KSI MIN. CONC. 44:.. 1... -- 13/4" —.-1 MIN. E.D. SIDE LITE SILL (CONC) 1/4" MAX. SHIM 3/8" TYPE 1 `• 314 " TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved a ' apt: ,::g with ale Florida Bolding Code Date p GT I 'i 2a, NOA# e 7 _'5 ? . tU Miami Dade Product Control Dy, t`ei .CLSKI Rend 8: Date: Revedonte Ret•d By: FJG Datec 9/1&V7 Rsodone: B NO CHANGE THIS SHEET: Rend Or FJL Date: 8114/07 R A SPEC. TYPE 1 & 2EMBED. ON CONC. DETAILS. SPEC TYPE 2& 3 ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. Drm*nBy: Do: Checked By: Data: F.K. 2/22/07 .4.1. 6/21/07 1070 TECHNOLOGY DRIVE NOKOM&4, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PJG Visibly Better ANCHORAGE DETAILS rue: ALUM. FRENCH DOOR & SIDE LITES, IMPACT Setiesafedet FD101 nn-S Sheet 10 of 10 Oreving No. 11005-1 Rely. e / '/ It Robert L. Clark, P.E. PE #39712 Structural DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS* B20091101013.0 FOLIO#: 1132080050150 FEEPAYER: COOPER, CAROLYN A. NE 92 ST MIAMI BATCH: SITE ADDRESS: 860 NE 92 ST FL 33138 FEE DIST. CAT, CATEGORY TYPE ID CODE DESCRIPTION COLLECTION NO.: 98831 DATE: 10/22/2009 UNITS FEE EXTENDED AMOUNT see • e• e► r• r •eee • r e e• e ► e e e ► e • r e e ►eee • i• e► e• e e e e e e e• e •see ► r e e• Oee e e e• e• 1 r e e e e• r• e• r e e• r 1er• e eel AREA 1.0 5002 00 UNIT SIZE (SOFT) 130 0.9180 • • • • •••11• • • • 0100•• 1000 • • ••••• • • •••1•• • • 1•••11 • • • 000000 IFSRP_0005T TOTAL AMOUNT DUE: 5119.34 PAID CHECK: $0.00 PAID CASH: 5119.34 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • • •••••• 000• • • ••••• • • ••.••_ • •••••• •••.•0 • • • • • • • eilelb% Tres FLOR1 A DEPARTMENT OF C n lna M Viamttti: a.. M.1). State t_ ur sun ;e� rain August 28 2009 Carolyn Cooper 860 NE 92 St Miami. FL 33138 RE: Contingency Letter Application Document No: Centrax Permit Number: OSTDS Number 860NE92`St. Miami, FL 33138, Lot- 5 AP934197 13-SC-1000531 Block: 4 Subdivision: • Dear Applicant: This will acknowledge receipt of an application dated 08/27/2009 for a permit to use an existing onsite sewage treatment and :disposal system located on the above referenced property. 1.-There is no increase in sewage flow, change in characteristics compromising the integrity or function of the systemlinstaliation: 2. -This project entails "NEW SCREEN PORCH, 'GATE,AND.DRIVEWAY "ONLY From &review of your completed application, it has been deterrrnned that your existing system is adequate for the proposed use : " APPROVED GIP •••• , •14you'havehlfftiestions on this matter • ••• • • • •. • 00•0.0.. • •• •t•• • • • • • ` •••••• :•• • •••••, • • • •. • •• •.• CC: please call our office at (786) 315-2441. Sincerely. ger, Engineer Specialist 11 1Viian i -1)ade Count) Health i)epart nent 11805 SW 26 Si vlisirL Ft. 3.7,175 'hone. (786) 315 =2444 1'a,X {7&3 &t 315 -209 w w Q Ul W 1* cc O O >- 3 w O _ co Ce w 0 O w -J 1•- V) w 1 (NOT TO SCALE) 175.00' PLAT 175.10' MEASURED FOUND A 1" DIAMETER WITH A YELLOW PL STAMPED " FOUND A 1" DIAMETER S 0.63' SOUTH OF BOUN • ••• • 'COREA BOUNDARY SURVEY 860 It011HE:AS :92•IdN Si-REET, MIAMI SHORES, FLORIDA 33138 • • ••• • • • • ••• • • •• •• • • • • • • • ••• ••• • ••• ••• • • • •• • 0 • •0• • • • 0 0 0 • •••• • • •• • • • • •• •• • • • •0 ••• •• • • • • • • • • • •• • • • • • ••• •• LOT 23 BLOCK 2 LOT 22 BLOCK 2 N o N I EGHBOR' S 31.93' 0 75.00' PLAT 4-CHAIN LINK FENCE i f74.85' MEASURED 0 TEEL BAR STIC CAP LS 3086" EEL PIPE ARY'LINE - -EAST HALF LOT 4 BLOCK 2 CONCRETE WALK A 3' BY 3' CONCRETE AIR CON ELECTR D STEPS LAB FOR ITIONER IC METER 1.37' 47.58' �9 0 O W w 0 z w lL -J ft z ' !.1ST HALF (LOT 4 BLOCK 2 93' "CHA I IV L 11K .FENCE$ X11.96' 0 0co 11.73' LUMINUM SHED 53/42/06 4 T FLOOD ZONE X NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY -PANEL NUMBER 120652 0092 J RATE MAP EFFECTIVE MARCH 2, 1994 INDEX MAP REVISED MARCH 2, 1994 LOT BLOC (NOT TO SCALE) 402.18' PLAT 395.37' MEASURED '."-----FOUND A 1" DIAMETER STEEL PIPE SET A 1.5' LONG, 1" DIA- METER STEEL BAR WITH A YELLOW PLASTIC CAP STAMPED "LS 3707" LOT 6 BLOCK 2 12.00 2 3.3h. 18.95 9.9 9.62' 0 0 O 0 0 ONE S ORY CONCRETE "-GAS BLOCK AND STUCCO METER 12.81' lESIDENCE ■�/ o 9.22' 11.50' n 01 M FOUND A 1" DIAMETER ' EEL BAR 0.25' SOUTH OF BOUNDARY LINE FOUND A i" DIAMETER ' EEL BAR WITH A YELLOW PLASTIC CAP STAMPED "' +LS 3086" 175.06' MEASURED 175.00' PLAT (NOT TO SCALE) • 8.10' ': / O LC) N 15.67 i WATER - METER ': LO • VD 14.85'0", TILED PORCH 8.61' 0 N Lc; N ,3' 3 w w 0 z 8 10 3' o co 12.90' N O N 3.3 7.0' w CL zo O ca 74.85' M ASURD x.00' PLAT 2.65' 12.75' 0 1.86' CONCRETE STEP FOUND A 1" DIAMETER STEEL PIPE N _ FOUND A 1" DIAMETER STEEL PIPE, 0.24' SOUTH OF BOUNDARY LINE CONCRETE DRIVE ASPHALT ROADWAY 0 • .--1 395.25' 402.55' (NOT WOOD UTILITY POLE NORTHEAST 92ND STREET MEASURED PLAT TO SCALE) --EAST RIGHT -OF -WAY LINE OF NORTHEAST 8TH AVENUE 0 THE PRECISION OF THE TRAVERSE FOR THIS BOUNDARY SURVEY IS ONE PART IN 13,400. THE MINIMUM PRECISION PERMITTED FOR THIS TYPE OF SURVEY BY FLORIDA ADMINISTRATIVE LAW IS ONE PART IN 7,500. UNDERGROUND FOUNDATIONS OR STRUCTURES ARE NOT SHOWN. VEGETATION IS NOT SHOWN. VISIBLE EVIDENCE OF EASEMENTS IS SHOWN. EASEMENTS OR RIGHTS -OF -WAY OF RECORD WHICH COULD BE REVEALED BY A COMPLETE SEARCH OF THE PUBLIC RECORDS MAY NOT BE SHOWN. DESCRIPTION: 'LOT 5 AND THE WEST HALF OF LOT 4, BLOCK 2, GOLDEN GATE PARK ADDITION, A SUBDIVISION AS SHOWN ON THE PLAT BOOK 6, PAGE 130, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. I HEREBY CERTIFY EXCLUSIVELY TO WILLY COOPER AND CAROLYN ANCRUM- COOPER THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARD SET FORTH PURSUANT TO SECTION 472.027, FLORIDA STATUTES, BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE. THIS DRAWING IS NOT VALID TE SU E' iERCIE1 tIER��r'S NOT COVERED ORIGINAL PROFESSIONAL LIABILITY (INSURAC LICENSED SURVEYOR AND MAPPER. 0• • 0 • •• 00• •• FLORIDA LICENSE CERTIFICATE NUMBER 3707 VCOPYRIGHT NIT :301•,• ¶FtONE :t 05,r 932 -2843 FROM MIAMI -DADE COUNTY MIAMI, FLORIDA 33180 -3?u: • •0 : :' • (•'g341 $22 -0193 FROM BROWARD COUNTY • 0 • • ••• • • • • • • • • • • • • ••• • 008 • • HARLEY GREENE, JR. DATE OF SURVEY - DECEMBER 1, 1998 so • 0.* •• • • • • • po: L(h,eJ c. • r:?1 0 •tt 6 • •••••••• • • ; • •• •••• OO • , • 5-7(tat) •3 4,• • 00000 • . • . • • •• — 133 .. . 66, . „ . C. • • • tot Aikt4410•J • • • 1•• • • : • • ....... - . ... * • . • • • • : ••••••.. • • • ' • • • . ••• 4 • • • (OW • • 0.41 •: ... •••■■: .• • • sr, • . ... * • • ' • • * • • it • ..... • 1 • • • • • • • • 1‹, • • !I • • • • • 4 • • • • • JP • • • . 4 • • . • • • • ..... • • 4 e • • 1 • • • • • • : •S� • .6)44:PF • , . . Edward A. • LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 4r-5:47 c44c--c5- aese4 . . .. . . . , . ... ....... • • ..... ........... . ... 6-4-:.• .... ••• , i • ..:, . • Ts.. 44 • ;.-1,..:• •• :i • : • .: :r /4 k Arti,e/2Artli ....... 4 • • . 11.... ••••• • • • a : . lia,• • • : ■ • :. , e. ?? • * tiro • • •••••4 • 1"^". • • . ... • • a• • • 1 • 0 • • • o-- • • O. • • • 4 • • : • • ceis • • 41 • • • . •. • . .•. • • • . ...... • • • e• • • (305)823-3938 ... ......... • , .. .• cr-it Ala ....... • • •••• • : !• 414 : •••. •••• • • • , • • ..... • • • • •••••••• • • •••• ••••••••••• • ••••• •••••• • .... • • • • • si •■•••: • .... • • * el- tr" ... • C.: • • • • • . • • • • ... •er/erAte (4,43 / 0 7 1 , ■17. 4) -I- 747 6,) ir7 4/esr- F 41-4 5—P-e7 V-eg—ri I Cr- Edward A • LANDERS, P.E. CONSULTING ENGINEERS P.E. #038396 (305)823-3938 1. C c..1- • l• ... • ..... ••• ..... -•• • • • • ..•;. ..o. • 10-• • .... •0 • P.1).•••••.• ....... • • •.• •i • • • • •::•• • • • • • • •• * a '• • • • .. a • • • . s. •• • • • • (10 • • ••••—*If • • • • • . • .• s. to. • do f • is • .. • ... o • • •• • • •• ... • • • • . • ••: • • .. • • Edward A. • LANDERS, P.E. CONSULTING ENGINEERS PE. #O38398 (305)8234938 C 1;-(--c5 - cr i TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties kw, 8 in E, 29,000,000 psi For Effective Depth d = 3.8125 in Fs, 60,000 psi (Table Arranged by Increasing MR) Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall fm = 1,350 psi fm =1 500 psi W Bar Size Bar Spacing (In) A, (In2/ft) MR (in -lblft) Bar Size Bar Spacing (in) As (in2 /ft) MR (in -It/ft) Bar Size Bar Spacing (in) (in2 MR (in-lb/ft) Bar Stzej Bar Spacing (in) A, (inilft) MR (in- tb /ft) 8 8 1.19 20,072 4 24 oaa0000000000popoop000000p0 144 w°ww��°ww�rncoueco °CO -4cmCOCOC°000wo 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 8,310 7 8 0 20,647 4 24 0.10 8,348 6 8 0.66. 17,730. 6 56 7,804 6 8 0.669,201 7 72 0.10 8,114 8 16. 0.59 16,609 5 40 7,753 8 16 0. 18,055 6 56 0.09 7,840 5 8 0.47 16,221 7 72 7,582. 5 8 0.47 17,511 5 40 0.09 7,786 7 16 0.45 15,650 6 64 6,829 7 16 0.45 16,963 6 64 0.08 6,860 8 24 0.40 15,040 5 48 8,508 8 24 0.40 16,306 8 96 0.10 6,696 6 16 • 0.33 14,499 4 32 6,306 6 16 0.33 15,660 5 48 0.08 6,534 4 8 0.30 14,301 8 96 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,087 6 72 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.2Z 12,896 5 64 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 4,339 6 32 0.17 12,592 5 72 0.05 4,358 5 24 0.16 11,506 4 48 4,264 5 24 0.16. 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4 56 3,855 4 16 0.15 12,171 4 56 0,04 3,667 4 16 0,15 11,374 8 120 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,836 5 . 96 3,254 8 56 0.17 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 3,198 6 40 0.13 10,880" t4: : 84 • Q.0 • 3,209 7 56 0.13 9,749 4 72 2,843 7 56 0.13 10,4Th 4 • •!2 : D.t 3 : 2,852 5 8 32 64 0.12 0.15 9,598 - 9,349 5 4 120 96 2,603 2,132 8 5 64 32 0.15 0.12 10,044` 9,643 .§ 4 • 1:2d : • 96 t? 3 U.03 • • 2,614 • 2,139 8 48 0.11 9,105 4 120 1,706 6 48 0.11 9,148 4 120 0.02 1,711 7 64 • 0.11 8,530 7 64 0.11 9,'128 • • 0o, • • .--sue • • • • • ` •• • • • • • • • . • • • • • .• ••• • • • • • • • • `• • • • • • ••• • • • • • • ••. ;• •• • • • • •••• • • • • • • • • • •• •• fm= 1,350 psi fm= 1,500 psi O n 0 0 0 c. D WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: COOPER RESIDENCE, 860 NE 92ND STREET, MIAMI SHORES, FLORIDA 33138 User input Data Structure Type Building Basic Wind Speed (V) 146 mph. Struc Category (I, 11, Ill, or I 11 Exposure (B, C, or D) C Struc Nat Frequency (n1 Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 17.00 ft Mean Roof Height (Ht) 13.50 ft Width Perp. To Wind Dir (B 52.00 ft Width Paral. To Wind Dir (I. 62.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Ca culated Parameters Importance Factor 1 Hurricane Prone Region (V>100:nphl • Table 6 -2 Values • • 6/6/2009 •••• • • - •••• Alpha = zg = 9.50U ":•• 900.0d °°°° •••• • •••• • • •• .• •••• • • •• • • •1••• •••• • • • ••11•• • • . • • • • • • At 0.105 • ••• • • •• • • • Bt 1.000 Bm = 0.650 Cc = 0.200 500.00 ft Epsilon = 0.200 Zmin 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Max - Gust Factor Category II: Rigid Structures - Complete Analysis 0.00 Zm Zmin 15.00 ft Izm Cc * (33/z) "0.167 0.2281 Enclosed Bulidin ' s Lzm I *(zm/33)^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63))^0.5 0.9154 Gust2 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7*3.4 *Izm)) 0.8805 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fla 6-5 internal Pressure Coef kjents for Buildings, Gcpi, Condition Gcpl Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildin • s . 0.18 -0.18 Enclosed Bulidin ' s 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright2008 EDWARD A. LANDERS, P.E. ••• 11.11• 1 • 1.11:. • • •••••• • • •11•• • • 1•••• 1•••.. • 1 • •1••.• 111••. • • Page No. 1 of 4 6/6/2009 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib/ftA2 Pressure (Ib /ft^2) 2.01 *(15 /zg)^(2/Alpha) Windward Wail* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi +1 -Gcpi (Kip) (Kip ft) 17 0.87 1.00 40.43 20.40 34.58 -22.53 -8.36 42.94 : • 4.47 •••ai*47 15 0.85 1.00 39.37 19.69 33.86 -22.53 -8.36 42.22 • • • 47.40 •0322.91 ositive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) L L 1Nalt'r ulre C Surface Cp Kh 2.01 *(15 /zg)^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.37 psf 1Nalt'r ulre C Surface Cp Windward Waif (See Figure 6.5.12.2.1 for Pressures) 0'.8 • • •••• ••. • •••• • • •• •• •••••• • • • • • • • • • • •• • Leeward Walls (Wind Dir Normal to 52 ft wall) Leeward Walls (Wind Dir Normal to 62 ft wall) Side Walls Roof Rt'401-._Wind.Nortnaito :Ridge {Th Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) -0.46 -0.50 -0.70 -22.53 -23.82 -30.52 -8.36 -9.65 -16.34 eta > =10) -for Wind Normal to 52 ft face -0.54 -0.04 -0.46 -0.54 Developed by Meca Enterprises. Inc. Copyright 2006 EDWARD A. LANDERS; P.E. -25.16 -8.29 -22.48 -18.07 -10.99 5.88 -8.31 -18.07 • •• • • •.••:. • •••• • • • •• • • • • •••• • •• • • • •••••. • ••.••• • • • • 00000 • • ••••• •••••. • • •••.i• • • •••••• • • Page No. 2 of 4 Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 52 ft wall) Leeward Walls (Wind Dir Normal to 62 ft wall) Side Walls Roof Rt'401-._Wind.Nortnaito :Ridge {Th Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) -0.46 -0.50 -0.70 -22.53 -23.82 -30.52 -8.36 -9.65 -16.34 eta > =10) -for Wind Normal to 52 ft face -0.54 -0.04 -0.46 -0.54 Developed by Meca Enterprises. Inc. Copyright 2006 EDWARD A. LANDERS; P.E. -25.16 -8.29 -22.48 -18.07 -10.99 5.88 -8.31 -18.07 • •• • • •.••:. • •••• • • • •• • • • • •••• • •• • • • •••••. • ••.••• • • • • 00000 • • ••••• •••••. • • •••.i• • • •••••• • • Page No. 2 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 -15.40 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Pool ;Wind Parallet o Ri A1i Theta =frw Wind or l ia.62_ft face Dist from Windward Edge: 0 ft to 27 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp -0.90 -37.21 -23.0$ Dist from Windward Edge: 13.5 ft to 27 if - Min Cp -0.50 -23.82 -9.6$. Dist from Windward Edge: > 27 ft -0.30 -17.13 -2.961 Kh = Kht = Oh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients. GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg)A(2/Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) "2 *ImpFac *Kh *Kht *Kd Angle of Roof • • • •. • • • •••• •••••• • . •• •• 0.85 • ' • • 1.00 • • = 39.37 w. • 14.0 Deg Anil Ehu� ails:- Transverse Direction Longiltudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (Psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/6/2009 • •••• • •••• •••••• •••• • • • • •• • ••••i• • • • • • •••••• •••• • •• • • OOOOO • • . •• •• • • • • •••. • •••••• •••• • • • .• •••••• • • • • Page No. 3 of 4 Wit@ 05 v1.12 Detailed Wind Load Design (Method 2) per ASCE 7 -06 Ream .8-11 - External Pressor aafflalents, GCo Loads on Components and Cladding for Buildings wl Ht { 50 it a ga 5.2 =m), 5.20 ft a Hipped Roof 7 < Theta <= 27 Double Click on an data a line to recalve a hal * Sctn • • • • • •• • • OOOOOO • +••• • • • •• •• •••••• • • • • • ••• • • Note: Enter Zone through 5, or 1H through 3 for overhangs.__ 11=111111.1111 8/10/2009 •••• Y • Developed by Mow Enterprises, Inc. Copyright 20©6 EDWARD A LANDERS, P.E. 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E $ • 31 '‘ . 7 1 I 1 i I • ' . • t I I 1 • ! : '1. i ?' • 1 't : 1.••464 1 ' ' I" - ''''.1 3 , ; . ? . 3. • I I I: : • : • .. • 2 ■ 11. I I .+7.09...•••"4".. . • ' •:033. 3 , I • i 3 3 , . 3 , . . . 3 3 i r C , , : ,. i. 1 roc. &Am" h , • i • a • 1 • • ; • • • i • 3 ' • • •0•• 94 • ••••••• eo • .7.99••■••••••,... , • . . . . • •. ••••••• ' • : • t 1• • , • ' . : 1.......i. ... 3 .• r. ....- ; .: • • I . . . : 3.,. t. r c ..., , f, T • - ' ; i• t. , : ; i 1 ' • • ' . 441;3 .a.4 .• .1' re.10.117:ri- .!......1-.*: ....„.4.• • • i 1 i . . . • • • • • 44a DO5823-393g • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: COOPER RESIDENCE, 860 NE 92ND STREET, MIAMI SHORES, FLORIDA ruc at Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of f1. Roof (Theta) • Type ofEpbf; • •. • • • •'lyd (Directcyjality FattQr) ,Save Height Eht) , • '. Ridge Height (RHt)' • *Mean Roof •l•lei ht (H4). •• 'Width erp. • o Wind r 00,.• • : ?Width Pttlj. To Wirlct frQ. • •• .••• • •••• • • •.•• • I_cog 14.0 Deg Hipped 0.85 10.00 ft 17.00 ft 13.50 ft 52.00 ft 62.00 ft tefs • TYpe of0 tructure ,Height/Least tiorizofi l Dan Flexible M&'uidure 0.26 No Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft py�Yf y 3�j -yt�y� t�.. ...qi y� 'I ,�actcrx sF „- �' ' ,. , -:, `7` X. '.<#k��'�71�„L.u'37��'Y�rg .��.�!i .,. �v�\i 4 `s ,c �� "_r T� Structure Type Building 0.85 Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I II Zmin Exposure (8, C, or D) C lzm ruc at Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of f1. Roof (Theta) • Type ofEpbf; • •. • • • •'lyd (Directcyjality FattQr) ,Save Height Eht) , • '. Ridge Height (RHt)' • *Mean Roof •l•lei ht (H4). •• 'Width erp. • o Wind r 00,.• • : ?Width Pttlj. To Wirlct frQ. • •• .••• • •••• • • •.•• • I_cog 14.0 Deg Hipped 0.85 10.00 ft 17.00 ft 13.50 ft 52.00 ft 62.00 ft tefs • TYpe of0 tructure ,Height/Least tiorizofi l Dan Flexible M&'uidure 0.26 No Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition py�Yf y 3�j -yt�y� t�.. ...qi y� 'I ,�actcrx sF „- �' ' ,. , -:, `7` X. '.<#k��'�71�„L.u'37��'Y�rg .��.�!i .,. �v�\i 4 `s ,c �� "_r T� Gust1 For rigid structures (Nat Fregy> 1 Hz) use 0.85 0.85 0.00 Partially Enclosed Buildings e� t i G -.4 r to 1:` Ri At_ r „ctures _ �e 1_yr, .7 ' ,z Zm Zmin 155.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm)^0.63)) ^0.5 0.9154 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8805 rrf liC►Ir Srnary - s G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 1 of 4�....� WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2. Design Wind Pressure - Buildings of All Heights Elev 0 17 Kz 0.87 15 0.85 Note: 1) Positiv ••• • • • • • • •• • • • • • ••••S • • • • • • • • • ••• •.• • • • • B• • • ••• • • • &l2412DD9_ Kzt qz Ib /ft^2 Pressure (Ib/ft "2) n s Windward Wall* Leeward Wall Total Shear Moment +GCpI -GCpi +GCpi -GCpi +i -Gcpl (Kip) (Kip -ft) 1.00 40.43 20.40 34.58 -22.53 -8.36 42.94 4.47 4.47: 1.00 39.37 19.69 33.86 -22.53 -8.36 42.22 37.40 322.91 Figure 6 -6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Method 2 *i4iiiiii • • • n s • 2.01 *(15 /zg)^(2/Alpha) 0.85 • Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)A2 *I *Kh *Kht *Kd Id psf Khcc J L z L _ �ir ; , . s ` �tal rle n s Kh 2.01 *(15 /zg)^(2/Alpha) 0.85 Reduction Factor Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)A2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256 *VA2 *I *Khcc *Kht *Kd 39.37 psf _ �ir ; �t?�a_'f Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 _ �ir ; �t?�a_'f ...� �tt� �'F#Cdett#s� p � Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 52 ft wall) Leeward Walls (Wind Dir Normal to 62 ft wall) Side Walls 00f Wind Normal to Ridge (Theta > =10) Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) -0.46 -0.50 -0.70 -22.53 -23.82 -30.52 -8.36 -9.65 -16.34 for Wind Normal to 52 ft face -0.54 -0.04 -0.46 -0.54 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -22.48 -18.07 -10.99 5.88 -8.31 -18.07 Page No. 2 of 4 • • • • • • • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 Overhang Bottom (Applicable on Windward only) 0.80 26/7 -15.40 26.77 AP.-- Of Wtnd Parattet:`tc idge (Ail `Theta for Wtt d Normal to 62 ftfay'' Dist from Windward Edge: 0 ft to 27 ft - Max Cp -0.18 -13.11 -0.90 -37.21 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp Dist from Windward Edge: 13.5 ft to 27 ft - Min Cp Dist from Windward Edge: > 27 ft .... • • • .. • * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft -0.90 -0.50 -0.30 -37.21 -23.82 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 • .. 2.0? *(151zg) ^(2 /Alpha) Kht' To ogra�hic factor (Fig 6-2) Oh. = 0. M(V) ^2 *ImpFac *Kh *Kht *Kd ;etas Arlo hoof .. • • • • .. • • • • 0.85 = 1.00 = 39.37 14.0 Deg Omer Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = oh * (GCof - GCoi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 8/ 209 Page No. 3 of C.9 • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Fiqure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft • • •• • •••• • • ..a 1111 • • • • • ••• • •0•••• •• • 1111 • • • •• • • ▪ • • •• •••• • • • • • • 3= • • 5.20 ft 1\ a Hipped Roof 7 < Theta <= 27 • •DoLble Click on anv data entro line to r Component • Width (ft) span (ft) Area (ft^2) Zone ` GCp - _ • Wind Press (Ibtft^2 Max Min Max Min ALL 2 6 12.00 4 0.99 -1.09 45.91 -49.85 2 6 12.00 5 0.99 -1.37 45.91 -61.11 DOOR 3 7 21.00 4 0.94 - 1.04 44.22 -48.16 0.00 0.00 RAFTERS 2 10 33.33 1 0.40 -0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 -1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 - - - -- �- 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhanas. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 4 of )0' .............. • • • ; • .. • 0.4.0. 041. • is 04 • •••• sae • •••••• • : • "0"•••• • , • • •0 •••• • ; 0 • • • 1 • • * • 0. • • • • ..... *** ••• •• •• • • • • • ••• • . • S. • •. •• : •0•• . • • • •••••• • • • • . • • ..... • • • • ... at.$2:-Sq6,44P ......... ........ ... "... ... ("A• 4-4. 41,437.x.ChrkZ,:s1S-- erier2,6 / 07 1 447s- 7t 41- :7- 1. 4- aire so- Edward A. • LANDERS, P.E. CONSULTING ENGINEERS d ti-eg-r1 I G- P.E. #038398 (305)8234938 . .. C A-tcy •••• ..... • •. • • • i • •• 4 . .......... ••• • • •• • :i • •••• • ; •: • • : • . ••-*•••• • ••■•• • • ie: - ••': i . • 6 •• .4 . • ' •, • • • . •• •• • • i es • • ••••fa ••• • . ... .... .... •• • •4.• ' : . • • • • . 6: .0 '. ••• •••• •••• •Oe• -.' : .. ........ ........ 1,•■•••• .... [0, • • •••• •••• •k• ••e••• • • • • • . • • •••• " • • •• • ... ... . .• . . : .. • • . • . ... • • • 1.• • • . .. . Edward A LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 ... 6-s--ocr rt-- • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • ••0 • • • • ••• TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Stele' Reinforcement Properties • • • •• •'. • ' • •' • " r d ' t,m„ 8 in E, 29,000,000 psi • •• • • For Effective Depth d = 3.8125 in Fy 60,000 psi .;. . ▪ j'able rfafg8d bylpCregiing MR) Out-of-Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall •0 • • • •• ••• •• • f= = 1,350 psi : : : : ::(',n=y1 500 piss Bar Size Bar Spacing (In) As (in2/ft) MR (fn -lb/ft) -Size Bar Bar Spacing (in) A, (in2 /ft) MR (in -tblft) Bar Size Bar Spacing (in) (fn2 MR (in- lb/ft) Bar Size Bar Spacing (in) A (in22ft) MR (in- Ib/ft) 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 _ 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 0.13 8,310 7 8 0 20,647 4 24 0.10 8,348 8 8 0.66. 17,730. 6 56 0.09 7,804 6 8 0. 6,.--19,201 7 72 0.10 8,114 8 16• 0.59 16,609 5 40 0.09 7,753 8 16 0.89 18,055 6 56 0.09 7,840 5 8 0.47 16,221 7 72 0.10 7,582 5 , 8 0.47 17,511 5 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 18 0.45 16,963 6 64 0.08 6,860 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 6 16 • 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,067 6 72 0.07 8,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07. 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 18 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22' 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0..06 4,573 6 32 0,17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16. 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0,04 3,667 4 18 0,15 11,374 8 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,838 5 . 96 0.04 3,254 8 56 0.17 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 3,198 6 40 0.13 10,888 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2,139 8 48 0.11 9,105 4 120 0.02 1,706 6 48 0.11 9,146 4 120 0.02 1,711 7 64 0.11 8,530 7 64 0.11 9,128 m =1,350psi m =1,500 psi !0 t�D • •• • ••• • ••• • •• •• • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: COOPER RESIDENCE, 860 NE 92ND STREET, MIAMI SHORES, FLORIDA 33138 Structure Type Building Basic Wind Speed (V) 146 .mph_ Struc Category (I, 11, III, or I 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Fjggf(Theta) T • e of Roof ' • 14.0 Deg • •• IZci (Directionality Factor,' -arve Heigltt•(1='ht) : • Ridge Height (RHt) Hipped 0.85 • 10.00 • 17.00 if ft Mean R4lof•I9eLght (HtJ• • • • Wdth P8l'T o Wind'Ditt�'' Width Pafa1..Ta Wind,bir'(.• • ••• • • • ••• • 13.50 ft 52.00 ft 62.00 ft ' fa etct �� *Typeof Structure • #ieight/Lapt Horizontal Dint 0.26 Flexible Structure No Importance Factor f 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Fig 6 -5 internal Pressure Coefficients for Buildings, Gcpi Condition t i' ) y. 3 ', Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Max - . r F :sN. ' er, -_ eu_s Ca- o i a r 1 l 0.00 Zm Zmin 15.00 ft lzm Cc * (33 /z) ^0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9154 -0.18 Gust2 0.925* (1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8805 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 internal Pressure Coefficients for Buildings, Gcpi Condition Gc I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 1 of 11 6/6/2009 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 17 Kz 0.87 15 0.85 Note: 1) Positiv •••• • • • • • • •• • • •• • •• • • • • • • •• ••• B.. • • • •• • • • • • • Kzt qz Ib/ft^2 Pressure (Ib /ft ^2) • Windward Wall* Leeward Wail Total Shear Moment +GCpi -GCpi +GCpi -GCpi + / -Gcpl (Kip) (Kip -ft) 1.00 40.43 20.40 34.58 -22.53 -8.36 42.94 4.47 4.47 1.00 39.37 19.69 33.86 -22.53 -8.36 42.22 37.40 322.91 Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind Force Resisting Systems (Method 2 i7irTiiiiii • • Kh • • • Kht • •• • •• Qh • 39.37 • Khcc Comp & Clad: Table 6 -3 Case 1 • Qhcc .00256 *VA2 *I *Khcc *Kht *Kd 39.37 psf 1. .I L L Surface -Windward Wail (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 tad rt Roof Area (sq. ft. Reduction Factor 1.00 Calpula tq i o 52 ftF-a p � are f h< t Add be d fort r w nd e ns.. +gip -G Leeward Walls (Wind Dir Normal to 52 ft wall) -0.46 -22.53 -8.36 Leeward Walls (Wind Dir Normal to 62 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Roof 'UUInd :Normal to Ridge (Thetas -10) - for Wind Normal to .52 ft f Windward - Min Cp -0.54 -25.16 Windward - Max Cp -0.04 -8.29 Leeward Normal to Ridge -0.46 -22.48 Overhang Top (Windward) -0.54 -18.07 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -10.99 5.88 -8.31 -18.07 Page No. 2 of 4 Kh 2.01 *(15 /zg)"(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *VA2 *I *Khcc *Kht *Kd 39.37 psf Surface -Windward Wail (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 tad rt Roof Area (sq. ft. Reduction Factor 1.00 Calpula tq i o 52 ftF-a p � are f h< t Add be d fort r w nd e ns.. +gip -G Leeward Walls (Wind Dir Normal to 52 ft wall) -0.46 -22.53 -8.36 Leeward Walls (Wind Dir Normal to 62 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Roof 'UUInd :Normal to Ridge (Thetas -10) - for Wind Normal to .52 ft f Windward - Min Cp -0.54 -25.16 Windward - Max Cp -0.04 -8.29 Leeward Normal to Ridge -0.46 -22.48 Overhang Top (Windward) -0.54 -18.07 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -10.99 5.88 -8.31 -18.07 Page No. 2 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 -15.40 Overhang Bottom (Applicable on Windward only) 0.80 26.77 28.77 Roof ntf et ii to d "... errlif0 Qr Wii t*io to 'tk Dist from Windward Edge: 0 ft to 27 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 6.75 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 6.75 ft to 13.5 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 13.5 ft to 27 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 27 ft -0.30 -17.13 -2.95 •.•• • • • • • •• • • • •••• e• • • 2.00 *(15/ ;g) ^(2 /Alpha) •. Kht,= Togplr p tic factor (Fig 6 -2) • Qh i • 0.00266:0V) ^2 *ImpFac *Kh *Kht *Kd ••••• iaata•= Angle•of.Roof • • ••••• •• • •••• • • • • • • •• •••• •••••• • • • •••••• • * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients. GCpf • Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft • • • • • • • • • 0.85 1.00 39.37 14.0 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (Pe) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure CoefficientsL GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft • • • • • • • • ••1•• ••••• • • • • • • • • • • •a • • • ••• • •• •• • • •••••• •• • •••• • • • • • • • •• •••• • •••••• • • •••••• • • 5.20 ft ;` a a Hipped Roof 7 < Theta <= 27 'Double Click on any data entry line to receive a help Screen Component • Width (ft) Span (ft) Area (ft"2) Zone GCp Wind Press (1b/ft"2) Max Min Max Min WALL 2 6 12.00 4 099 4.09 - 45.91 -49.85 2 6 - 12.00 5 - 0-.99 • -t 3T 45.91 -61.11 0.00 0.00 0.00 ote: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 4 of 4 M N. 1 JAM BUILDING CODE COMPLIANCE OFii iCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WBST FLAGLER STREET, SUITE 1403 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buiklingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acs by the Board of Rules and Appeals (BORA) 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 Mani-Dade County Product Control Division (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 AIM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is dew by Miami Dade County Product Control Division 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. D . CRIPTION: Series "FD-101" Outswing Aluminum French Door w/ Siddites APPROVAL DOCUMENT: Drawing No1100S-1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the MlamiDade County Product Control Division. LE IMPACT RATING: Large and Small Missile Impact Resistant vi Limntatton: • • • J. , Jfse of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower . design Pe'snnie from X, XX doors or 0 (sidelite) shall control. • 2. • £mess 9p le doors must comply with min clear width per FBC, as applicable. • • ll jlmt shall bear a permanent label with the manufacturer's name or logo, city, state and . • fol�'hgstateit:. "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • RENEWAL °h14 NOA shall be considered after a renewal application has been filed and there has been no chaego,tethe ap 'c7iMe building code negatively affecting the performance of this product. TATIONof fhis NOA will occur after the expiration date or if there has been a revision or change in the , and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributor and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L (lands, P. E. NOA Na 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18,2007 Pagel • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets l through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 241132.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No Fit -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L Clark, P.E. 2. Glazing complies with ASTMS 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •••• • • •EI.: 11 /TO+N] AL CERTIFICATIONS • • • • • 1 • • . • " E L Alice 5or • • • :.:. IuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. : • • • • 2. • • • ,Netice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer :::: • • • laminated glass ", expiring on 03/04/09. 1.. • • STAT IFNTS • • • Statement letter of conformance and no financial interest, dated 06- 21-07, signed • • ▪ • • • • by Robert L. Clark, P.E. • 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 �Sto . LL414 et #. Isbaq L Chanda, P.F. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 •y • • • • • •• • • • • • • • • • • • • • • • • •••• • • •• • • • ••• • •• • • • • • • •• • • • • • • • • •• • • • • • • • • • • ••p••• ey •• •G'•••• •••• • • • •••••• 1• • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Raw d By Bobo --� .402 -+— 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS _y .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS --*- .465 �-- 7/16 " LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 •• • • • • • • • • • • • •• •• • • • • •••• ••. • • • • • • •• •••• • • •••• • •• • • • • • ••• •• • • • •• • • • Approved as vein p ng with gm Ftorida Du,diug Code Date C .4610f•P19100 •7 • • NOA# cs7— sU 6 b!y • /O • Miami Dade Product Control • • Dlvl o t / By I $4.4,4*,, l rot •im. Road By Dote: IRK 8/t8V7 Rated B 0a"e; F:K 8/14107 Damn 8y: Dew F.IC 2/22/07 RoWslonto CLARIFYFXT. OF GLASS, OVERALL THICKNESS AND GLASS BITE. A Chocked By J.J. ADD GLASS SITE DIM. TO GLAZING DETAILS, ADD GLASS DEO. THK, REVISE NOTE 1 , GLASS DESCRIPT & ADD NOTE 9 Data: 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IPAGT Visibly Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD40f Ix Sheet 1 of 10 11005 -1 Robe t L. Clark, P.E. PE #39712 Structural •••. • • • •• • • • • •• • • • ••• • • •• • • • • • • •• • • •• • • • • • • • • • •• •• • • •••• • • •••• • • • • •• • • • • • • • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH 3° 37 1/2"I 6° 71 3/4" O WIDTH DOORS WITH GLASS TYPES A B, C OR D HEIGHT 68- 793/4" 7°- 833/4" 87 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 91 3/4" 8 °- 953/4" +75.0 - 75.0 +75.0 SINGLE SIDE LITES WITH GLASS TYPE A -75.0 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 O WIDTH I 36 3/4" -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D -63.1 +75.0 -75.01 +75.0 -75.01+75.0 -75.01+75.0 -75.0 I +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH 2° 25 1/2" 27 1/2" 29 1/2" 26 31 1/2" 28 33 1/2" 35 1/2" 3° 37 1/2" SINGLE 0 WIDTH SIDE LITE XX WIDTH 68- 793/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 4° 47 3/4" Rated By: Dal,: +58.6 -58.6 +55.4 -55.4 +52.4 - 52.4 +49.8 -49.8 +47.4 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 - 37.5 +35.6 6° 71 3/4" 10 3/4" +34.0 34.0 +34.0 34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 - 55.0 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 - 34.0 +34.0 -34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 -75.0 -75.0 - 59.0 -52.4 -42.6 - 34.4 - 34.0 NOTES: A1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAM I (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAM I (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1 /2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. Q5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: a EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.61 -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.6 1 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. •• • • • • • • • • • • • • •••• • • • • • •• •••• • • •••• • •• •• • • •••• • • •••• •• • • • • • • • ••• • •• • • • •• • Approved as txi °i1with t" Florida itu: s i Co c ,� Date Miami Dade Product Contrail • • • • 9/18177 8114177 OAK 2/22107 REVISED TABLE2. DESIGN PRESSURES AND CLAMPED NON- REINF. VERSION COMBINED MASS MET & M4K SIZES INTONOTES &ADDNOTES 6& Q REVISE NOTE 1, 2 & 3. ADD NOTATIONS TO TABLE 1 ANDZ REDUCE MAK SIZE DESIGN PRESSURE AND ADJUST. ALL DPS' FOR TABLE2 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOM1S, FL 34274 T DESIGN PRESSURES Visibly Better TM* ALUM. FRENCH DOOR & SIDE LITES, IMPACT e.r•s/Afodat Soo& Shine Dra, Na lmav FD101 1X 2 of 10 11005 -1 B Robert t. dark, P.E. PE #39712 Structural •••• • • • • •• • • • • • • • • • •• • • •••• • • •••• • • •• •• • ••• • •• • • •• • •• • • • •• • • • • • • • •• • • •• •• •• •••• • • •••• • • • • •• •. • • • • • • 731 /2" MAX. 36 3/4" MAX. SEE NOTE 4 OX OR XO 37 1/2" MAX. A " ivy IIC WW1/4. " 36 3/4 mAx —►I +SEE NOTE 3-'—r— MAx • 95 MA { TY 0,,,,r ..i.' ci. 49 10 EI- o o \ . . , lE/ EI- i x , IE o �l E O 1 SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.)D A x Oxo iii 49 ,' 41 10\ \ f X ACT X /NACT. NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO' 'XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4 143 3/4" MAX. SEE NOTE 3 • 36 3/4" MAX. 95 MA { TY 0,,,,r ..i.' ci. 4 iii 49 ,' 41 10\ \ f X ACT X /NACT. NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO' 'XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4 143 3/4" MAX. SEE NOTE 3 • 36 3/4" MAX. 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) ]F G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH /2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" Rend er Rowe By: FJC AIL De* Da 9118/07 Da* 8/14/07 owner Date: F.K 2122107 Revisions: Revldonx 1070 TECHNOLOGY DRIVE 8 CORRECT VERTICAL DLO AND FORMULAS NOKOMIS, R. 34275 I rm: ADD DLO FORMULAS FOR DOOR AND SIDE LITE ADD DOOR DLO DIM. P.O. BOX 1529 A IDENTIFY DEAD BOLT AND SPEC/FY 7CACT. AND 9eINACT. padredSy: Date: I NOKOMIS, FL 34274 J.J. 6/21/07 l —SEE NOTE 4 I/4" X. P.) •• • • • • • • • • • • • •••• • • • • • •• •••• • • •0•• • •• •• •• 8100 • • •••• -TO.1.CO •• • • •• • ••• • •• • • • •• • • • Visibly Better ELEVATIONS 7iBe: ALUM. FRENCH DOOR & SIDE LITES, IMPACT SwiesSbdet FD101 NTS Meek 3 of 10 ft.1100r1 Row B Robert L.4Clark, P.E. PE #39712 Structural 95 MA { TY I►rc�- Ci �l E O ` 41 \ // , ,/ EI-" X 1AACT. // EI� 0 49 ' � / 10 IE\\ X ACT. h .. 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) ]F G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH /2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" Rend er Rowe By: FJC AIL De* Da 9118/07 Da* 8/14/07 owner Date: F.K 2122107 Revisions: Revldonx 1070 TECHNOLOGY DRIVE 8 CORRECT VERTICAL DLO AND FORMULAS NOKOMIS, R. 34275 I rm: ADD DLO FORMULAS FOR DOOR AND SIDE LITE ADD DOOR DLO DIM. P.O. BOX 1529 A IDENTIFY DEAD BOLT AND SPEC/FY 7CACT. AND 9eINACT. padredSy: Date: I NOKOMIS, FL 34274 J.J. 6/21/07 l —SEE NOTE 4 I/4" X. P.) •• • • • • • • • • • • • •••• • • • • • •• •••• • • •0•• • •• •• •• 8100 • • •••• -TO.1.CO •• • • •• • ••• • •• • • • •• • • • Visibly Better ELEVATIONS 7iBe: ALUM. FRENCH DOOR & SIDE LITES, IMPACT SwiesSbdet FD101 NTS Meek 3 of 10 ft.1100r1 Row B Robert L.4Clark, P.E. PE #39712 Structural •••• • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • •• •• •• • • • • • ••• • •• • •••• • • • • • • • • •• •••• • • • • • • • • • • •• • • • • • EXTERIOR MAX. DLO T Z�- Roved By: INTERIOR MAX. DOOR HEIGHT 1.489 �i DOOR SECT. A —A VERTICAL EXTERIOR MAX. DLO 1 INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B —B VERTICAL CLEAR COLORED SEALANT 1 . 1 A 1 _— 1 I � I I I i 4 L—To � SL VIEW G —G CORNER ASSEMBLY •••• • • • •• * • • •• • • • • ••• • • •••• • • • ••• • • s • ••• e- •• •�. •• • ••• • • • • • ••• ••• • •••• • •• ••• • • • • • •••.• •• • • ••• Approved as comm�tf ing with the • • • Florida Banding C"ocie • • • • Date ; 7 • i11UA# —.s. ••• Miami Dade Product Contra • BY r`cmn I.. �h...L • Caw Rawl By: F.K Mood 8y: F.K Down 8y. F./C 6118/77 Dow 814/07 2/22/07 Roviskose B Rovidono: A Clocked By: J.J. NO CHANGE THIS SHEET. SHOW DOUBLE HOLLOW HEAD SECTION AT CORNER ASSEMBLY 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8wirSiork : FD101 Soft 1/2x Sheet 4 of 10 Drawing No. 11005-1 B Robert L/Clark, P.E. PE #39712 Structural •••• • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • • ••• • • • •• • • • • •• • • • • • • • • • •• • •••• • • • • • • • • • • • • • MAX. 'XX' WIDTH MAX. DLO 'XX' SECT. C-C HORIZ. LMAX." �'I DLO MAX. 'X WIDTH MAX. _ I DLO '"� 1 �../ X ' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. SL WIDTH INTERIOR EXTERIOR SL SECT. E -E HORIZ. (DOOR WI SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Br FJC 918107 Raved Br Do F:IG 8114107 Drawn By: Date F.1G 2/22107 Revisions: A ADD "DOOR INSIDE L17FTOSECTICN&E&'SINGLE SIDE Life TO SECT. F4= Checked By. Dane: J.J. 6121/07 1070 TECHNOLOGY DRIVE NOKOMISt FL 34275 P.a eox 1329 NOKOMIS, FL 34274 visibly Be ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sadea7Nad•t FD101 1/2x emit 5 a 10 11005-1 B •• • • • • • • • • • •• •• •••• • • • • •• •••• • • •••• •• • • • • • ••• •••• • •• • • • • • •••• • •• • • • Approved a m:Wag with the Florida Swain Cod Date CAL / • • NOA# Miami Dade Product Contrdi •••• • Division lay late f. �4c<dc. c� Robert L. dark, P.E. PE #39712 Structural •••• • • • • •• • • • • • • • • • • • • • • • •••• • • •••• • • •• • • • ••• • •• • • • • • • •• • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • • • •• • • • • • • • • ITEM DWG # PGT# DESCRIPTION 1 943E 60411 FRAME HEAD 2 1010 6Q300 WSTP.,Q -LON .190 X .375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X .500 PH. FL. MS - S.S. WISILICONE PATCH 8 995 9 996 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 13 11004A 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY #32011) 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A 15 11002A 411002A 16 11003A 411003A 20 9150 60380 ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) 21 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X .750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X .625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 '1130 6TRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 40 1023 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 67924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 42 1145 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 76X12FPAW #6 X .500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983E 45 984B 46 1213 6983 • DOOR PANEL ASTRAGAL 1 (OUTSWING) 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 6Q200K WSTP.,Q -LON .190 X .200 HIGH 47 929 74UBLOK 48 1139 7634F 49 982 FD2PTAY LOCK SUPPORT ASSY. (41707 & 41708) #6 X .750 PH. FL. SMS 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 52 "931 41721 STRIKE PL. INSERT (INACTIVE PANEL) 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 55 1118 70957X HANDLE STRIKE PLATE 710X34PFA #10 X .750 PH FL. SMS Raved Br Raved By: F.K Rated By. F.K Drawn By. FJC Date: 0a 9/18/07 Date: 0/14/07 Ravin/cm ITEM DWG # PGT# DESCRIPTION 60 920D 6920D SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781 PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 3/32" X 1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X 1/2" X1" W /PSA 72 4222A 73 988 64222 6988 BEAD, 7/16" BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .504 -H In .360 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 1-0-- 2.750 --0-I 1.000 .650 --►-I .125 TUBE MULL 6063 -T5 •• • • • • • • • • • • • •• •• • • • • •• •••• • • •••• • •• •• •• • • • • • • • ••• • • •••• • •• • • • •• • Approved as!tlMI *A with the • Florida Kindle : f:w&n • Dote NOM b --IQ ' - �% Miami Dade " roduct Control' DBy ivision • , L4 i . L/ Rwdabrn: B NO CHANCE THIS SHEET. Reims: A 2/22/07 Checked By J.J. ADD ITEM 103 DEAD BOLT AND 'INACTIVE PANEL ONLY` TO ITEM 41. Date: 6/21/07 1070 TECHNOLOGY DRAM NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 r Visibly Better PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sedaatiodak FD101 1/2x Meat 6 of 10 m. 11005 -1 Rev: B Robert L. Clark, P.E. PE #39712 Structural O 000 • • • • • •• • • •• • • • • • •00• • • O 0 • 00• • • • • • • • • • • • • •• 0. 00 • • • • • •0• • 0• • 0000 • • 0 • • • 0 • 00 •••• • • • • • • • • • •• • 0 • • • • • • 4.626 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 4.726 4.100 ,3.655 3.111 1.400 .550 .050 --■-� FILLER HEAD ADAPTER 6063 -T6 3.000 FRAME HEAD 6063 -T6 .050 079 1 1 1.489 J 1.479 .489 Rend Date: 3.000 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 0 x.125 .750 4.726 4.100 J TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 1,1 .683 H1 -.558 .050 3/8" GLAZING BEAD 6063 -T5 4.675 1 1.750 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 1-� I I-0 -.525 .050 .683 7/16" GLAZING BEAD 6063 -T5 SL HEADER 6063 -T6 SL SILL 6063 -T6 r• � DOOR FRAME, JAMB 6063 -T6 1.578 -i- -y-i .890 .050 3.000 r SL JAMB 6063 -T6 .830 rs- .050 2.980 SL JAMB ADAPTER 6063 -T6 .050 t620 .250 -- 1 I-�- WEATHER STRIP CHANNEL 6063 -T5 0.375 2.125 125 HINGE 6063 -T5 • • • 0• • • s• • • • • • 0000 • • • • 000• • • • • •• •0 • • •• • • • • • •0• 0000 • 0• • • • • • •0•• •• • • Approved as con t%with the Florida Raiding Code Date o' -T 4 zh • • NOA #tj7• -b4 74,9 /0 • Miami Dade Product Control • • ByMA 1 :rte oi rt. R•rreraar RandB FJC heated gy RIG Date: 8118N7 Ravidarax B NO CHANGE TH1S SHEET. Date: 814107 A ADD 'DOOR* TO REM 20 & GLASS BED DIM. TO ITEMS 30, 31, 44, 45& 62 Dmnyi9p DON Cheaaedey: Date: F.K. 2122107 1.1. &21107 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P � Visibly Better a•+a"aedor FD101 EXTRUSION PROFILES TRW ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1/2X 7 a 10 Onowfthle 11005-1 t B Rod a7 z7 rt L. Clark, P.E. PE #39712 Structural •••• • •• • • •• • • • • •• • • • • • • • • •••• • •••• • • •• • • • • • • • •• • • • • • •• • • • •• •• • •• • • • • • •• •• • • •••• • • •••• • • • • •• • • • • • • • • JAMB ZONE "B" JAMB ZONE "A HEAD ZONE "C" \ x \ JAMB ZONE "A" HEAD ZONE "0" HEAD ZONE "D" I JAMB ZONE "A" SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEA© HEAD ZONE \ZONE "F" --{-ZONE-{ Ox0 \ SILL II SILL ZONE - - -ZONE t ZONE "F" •E• "E" SEE TABLE 7., SHT. 9 "E NOTES: JAMB ZONE "B" xx U \ \ JAMB ZONE "A" JAMB ZONE "B" HEAD ZONE "E "_I 0 JAMB ZONE "B" 1ZONE "D" t ZONE "D" t t ZONEL'E" 1 SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 HEAD HEAD ZONE "D "—h-ZONE "F" ZOE E f-Z ENE -1 ZONE "F" • HEAD HEAD ZONE "D " ZONE "E" JAMB ZONE "A" / ,/ X0 OR \ Ox JAMB ZONE "B" SILL SILL ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 t_- SILL I SIL"F" II SILL ZONED ZONE t ZOE E SEE TABLE 7., SHT. 9 HEAD HEAD ZONE "F" Z, ENE EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1 / 1 / \ I \ \ OXx nn } JAMB ZONE "B" } JAMB <TT / } - JAMB ZONE "B" 1 -JAMB 2 C V t_- SILL I SIL"F" II SILL ZONED ZONE t ZOE E SEE TABLE 7., SHT. 9 HEAD HEAD ZONE "F" Z, ENE EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1 SILL ZONE t ZONE "F' T ZONE "F" T ZONE -� E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4"W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. •• • • •• • • • • • • •••• • • • • •• • • •••• • •• •• • • •••• • • •••• •• • • • • • ••• • •• • • • •• • • • Appruvi, as c!•:t■ tig with the Florida Buiaiin e • • • Date OGT 0: '' 7 NOA# d .v Miami Dade Product outrol • • Rend By: Rand By FJC Date: Rend By: F.K baron fly: F.K • 9/19107 Date: 8/14/07 Doke 2/22!07 B NO CHANGE 'THIS SHEET.. A Cheated E) J.J. CHANGE NO' OR'OX ' ANCHOR ZONE FROM V'TOM ADD ANCHOR TYPES TO SOLUTION 6/2• 1107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 Visibly Better ANCHORAGE, CONFIGURATIONS Mhz ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8a taaet FD101 :tom NTS Sheet 8 a 10 Deming No. 11005-1 Robert L. Clark, P.E. PE #39712 Structural A C n nn n n n^nn / OXXO n nn \ .. •• ) } - JAMB ZONE "B" 1 -JAMB 2 C ) \ / \ / V V `�V V V Y VV V V 1 SILL ZONE t ZONE "F' T ZONE "F" T ZONE -� E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4"W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. •• • • •• • • • • • • •••• • • • • •• • • •••• • •• •• • • •••• • • •••• •• • • • • • ••• • •• • • • •• • • • Appruvi, as c!•:t■ tig with the Florida Buiaiin e • • • Date OGT 0: '' 7 NOA# d .v Miami Dade Product outrol • • Rend By: Rand By FJC Date: Rend By: F.K baron fly: F.K • 9/19107 Date: 8/14/07 Doke 2/22!07 B NO CHANGE 'THIS SHEET.. A Cheated E) J.J. CHANGE NO' OR'OX ' ANCHOR ZONE FROM V'TOM ADD ANCHOR TYPES TO SOLUTION 6/2• 1107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 Visibly Better ANCHORAGE, CONFIGURATIONS Mhz ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8a taaet FD101 :tom NTS Sheet 8 a 10 Deming No. 11005-1 Robert L. Clark, P.E. PE #39712 Structural .••• • • • •• • •••• • • •••• • • •• • • • • ••• • •• • • • s • •• • • • • • • • • •• • • • • • • • • • • •••e.c •• •• • • •••• • • ••.• • • •• • • • • • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X' - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE LOAD ZONES WIDTH x HT. 25.50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 Road By: 'Webs x X - HEAD/SILL "C 5 5 5 5 6 2 2 2 2 2 7 7 7 7 X - JAMB "A" 0 co 0 W 4 4 4 4 4 2 2 2 2 2 3 3 3 3 5 5 5 6 6 2 2 2 2 2 7 7 7 7 4 4 4 4 4 2 2 2 2 2 3 3 3 5 5 5 5 6 6 6 2 2 2 2 2 8 8 8 8 8 4 4 4 4 4 2 2 2 2 2 3 3 5 5 5 5 6 6 6 7 2 2 2 2 2 8 8 8 8 10 4 4 4 4 4 2 2 2 2 2 3 5 5 5 5 6 6 6 7 7 6 3 3 3 3 3 8 8 8 10 10 4 4 4 4 4 3 3 3 3 3 3 5 5 5 5 6 6 7 7 6 6 3 3 3 3 8 8 8 10 3 10 4 4 4 4 4 3 3 3 3 3 5 5 5 5 3 8 3 8 7 7 7 3 3 3 10 10 10 4 4 4 4 4 3 3 3 5 5 5 3 5 3 DOOR WIDTHS "Xx "- 47.75 TO 71.75 m WIDTH x HT. 47.75 x 79.75 4 83.75 5 87.75 5 91.75 5 95.75 5 51.75 x 79.75 5 83.75 5 87.75 5 91.75 5 95.75 6 55.75 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 59.75 x 79.75 5 83.75 5 87.75 6 91.75 6 95.75 6 63.75 x 79.75 5 83.75 6 87.75 6 91.75 6 95.75 7 t 67.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 71.75 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 4 4 7 4 4 7 4 4 2 2 2 4 7 4 2 3 GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O" - 10.75 TO 36.75 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES 4 7 4 4 7 4 4 7 4 2 2 2 3 3 3 4 7 4 2 3 4 7 4 3 5 4 7 4 2 3 7 4 2 3 4 7 4 2 3 4 7 4 3 5 4 8 4 3 5 8 4 2 5 8 4 2 5 8 4 3 5 8 4 3 5 8 4 3 5 3 3 5 5 5 5 8 4 2 3 4 3 5 5 8 4 5 5 8 4 3 5 6 10 4 3 5 5 8 4 3 5 5 8 4 3 5 5 8 4 3 5 10 4 3 5 6 10 4 3 5 5 8 4 5 9 4 5 9 4 6 10 4 WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 00 m a O 4 4 4 4 4 4 4 4 4 4 4 4 4 W J m u� 2 1 O O 1 4 1 4 1 4 1 4 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 w J 0 1 1 1 1 1 2 2 2 2 2 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X' - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES 2 2 2 4 2 4 4 2 4 4 2 4 2 4 4 2 4 5 2 4 5 2 4 5 2 4 5 2 4 5 2 4 6 2 4 6 2 4 6 3 4 6 3 7 3 4 7 3 4 7 3 4 6 3 4 6 3 4 7 3 4 7 3 4 7 3 4 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 SIDE LITE WIDTH x HT. 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 P g < 5, x 00 0 TABLE 4. FO u- W 1- z 0 0 Z w z w 0 z 00 w t]C x w to w m m 0 s 00 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 0 w x x X - JAMB "A" USE JAMB ANCHOR FROM TABLE 3. AND SAME UNE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WID TABLE 7. OXO, XXO, OXX & OXXO GLASS 'TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X' - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES "Xx" - 47.75 TO 71.75 SIDE LTTE WIDTH x HT. 10.75 x 79.75 83.75 87.75 1 0 X,XX - HEAD /SILL "F' 4 2 4 2 4 2 91.75, 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 5 3 5 3 6 3 6 3 6 4 6 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 J P x 0 4 2 4 2 4 2 0 4 2 O 4 2 O 4 2 4 2 Q 4 2 S 4 2 n- 4 2 0. 4 - � (4 2 z 4 2 N 4 2 v 4 2 g 4 2 0 4 2 tL d 4 2 4 2 ri 4 2 4 2 H4 2 g 4 2 re 4 3 rn 4 3 w i= 4 3 z 4 3 a 4 3 0 3 re 0 4 3 z 0 4 3 4 3 w g 4 3 4 3 4 3 J 0 6 x USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPUCABLE DOOR WIDTH APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. •• • • • • • • • • • • • •••• • • • • •• •••• • • •••• •• •• • • •••• • • •••• •• • • • • • ••• • •• • • • •• • Approved as c6Riptiing with the Florida Bindi . • • Date DLT fly 2967 • • NOM to 7 -ft. otief, %p• Miami Dade Product /Control Byvrsi 1 S 1.t<i.17 . '�tw$ 4,4 • • .k.., • Raved Br. F.K 9118//07 F.K 814/07 DM'," ex Deb: F.K 2/22107 Revisions: 8 NO CHANGE THIS SHEET. ADD *ALSO USE IN/ TABLE 6TO TABLE 4.,'D" CHANGE TABLE 6 HEAD ZONE 'C" TOTY AND COLUMVREFERENCE. ADD' G5' TO ANCHOR TYPE 3 Dees 6/21 /07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ekifeatbdek FD101 NA shot 9 of 10 11005 -1 '1/'1) Robe L. Clark, P.E. E #39712 Structural • • • • • • • • • • • • • • • • • • • •• • • •• • • • •••• • • • • • •••• • • • • • • •••••• • •• •• •• • • • • • ••• • •••••• •• • •••• • • • • • • • •• •••• • • • • • • •• • • • • • • • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ems- 1X WOOD BUCK, NOTE 2 1 3/4" MIN E.D. 1 3/4" MIN E.D. I 4'..•4 2X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 1 1/4" EXT. DOOR HEAD (GONG) 1/4" MAX. .—.. SHIM • —T 1 3/8" E TYPE 1 OR 2 (CMU) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8 " MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 TYPE 1 (CONC) SIDE LITE HEAD (WOOD TYPE 2 (CONC) 3/4" { ) ) Jr/. A 31A " MIN. D l I IIIIIIII1ll11II111111.. Ulm1Rf111111111111111f► •••1 3/4" MIN. E.D. • DOOR JAMB (WOOD) EXT. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 r-1 /4" MAX. • `. ** 1 3/8" TYPE 1 y..:* 1 314" TYPE 2 1/4" MAX. SHIM MOM 111111 r Amo: .— 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM EXT. 1 /8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 EXT. 1 3/4" IN. E.D 3.4 KSI MIN. CONC. k•«— 13/4" • •M111G.grQ,, =:I 1 1 3/4" MIN. E.D. E 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) --I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1 3/4" MIN. E.D. Iil ll,l lil ill111,r.,r� v / 1.5 KSI MIN. CMU OR :•" 3A KSI MIN. CONC. ,� ;;.:_•;:. 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) CONC. ANCHOR, ANTE 1 EXT. 1/4" MAX. SHIM =ir 3.4 KSI MIN. CONC. .� 3/8" TYPE 1 .' .q 3/4" TYPE 2 r-- 1 3/4" —. I MIN. E.D. SIDE LITE SILL (GONG) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •••• • • •• • • •• • • • • • •••• • • •••• • • • •• •• • • •• • • • •• •••• • •• • • • • •••• •• • Approved as celr+8i;., 1 y ira the Florida Buialiug Code 7 • Date o P �T ,�'i' b NOA# 7._egeg 7. 4/ • Miami Dade Product Oontrol • Diviskau By L 1 I. (L .J • • Rend By: Daft Retied By: Data: FJC 9/18+07 moo. FJC W14/07 Drawmir Defa F.K. 2/22/07 Revigar 8 NOCli NGETHISSHEET. iteviskrem A Checked By: J.J. SPEC. TYPE 1 &2EMBED. ON CONC. DETAILS. SPEC. TYPE 2& 3ONWOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1629 NOKOMIS, F1 34274 I °R1 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better serlestMomst FD101 seater NTS Sleet 10 et 10 11005 -1 Rev. B 1 /Iilui E Robert. L. Clark, P.E. PE #39712 Structural Miami Shores Village Building Department RECEIPT PERMIT #: 4 c7 Z17-1/7 {C) tAe 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 12-0) <-> o Contractor o Owner Architect ABA, Picked u nd (other) \ON Address: 1 S From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep $ment to continue per fitting process. L.,p1 L Acknowledged by: -�`� PERMIT CLERK INITIAL: r,_� RESUBMITTED DATE: \(- "� \ `�` a01 PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PE* T APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Sim Owner's Address cityn. 6 tioeve"..5 Tenant/Lessee Name State FL Job Address (where the work is being done) City Miami Shores Village JUN 1 6 Permit No. cclrip Master Permit No. ee Phone # 3 car 757. 473 /eNe_ Zip .73 31 38 Phone # AI- SGO N 12 ice f Ft-- County Miami-Dad- zip 3 3 1 3 g 5- .14P . .4 FOLIO / PARCEL # 11- 206 Is Building Historically Designated ,YES Contractor's Company Nan- Contractor's Address City Qualifier Name State Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 1,)e.5 ; ri 2 Fosee-e-, Phone # •o5-. 308., G 303 Value of Work For this Permit 20, Ocet 00 Type of Work: Describe Work: A Square / Linear Footage Of Work: DAddition 0Alteration :New A) OW V.! 00 ot etecA, e 1 go 0 Demolition MCA C,C) °14Clq * ************************************Fees******************************************** PAZ ubmittal Fee $ 5D-C10 Permit Fee $ CCF $ CO/CC Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 1"• Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) - N /4- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand u . ? separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIL '. RS, TANKS and AIR CONDITIONERS, ETC' OWNER'S AFFIDA applicable laws regulat oing information is accurate and that all work will be done in compliance with all "WARNING TOO ' : + $° ALLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO'` ��' `'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and c on lien law brochure will be delivered to the person whose property is subject to attachment. Also a certified copy oft tice of commencement must be posted at the job site for the first inspection which occurs sevenv(7) days .after t ' �' � mi FE: issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee w �'-C-c L Signature � Signature Owner or Agent f Contractor The foregoing instrument was acknowledged before me this itik The foregoing instrument was acknowledged before me this day of lib vk€ , 20 L% by Ca ru py ri A x , day of , 20 , by who is personally known to me or who has produced FLa rs zko, who is personally known to me or who has produced bi IAA, 1)1■.(2- ntification and w did take an oath. as identification and who did take an oath. NOTARBLIC: Sigp Print: My Commission Exp NOTARY PUBLIC: Sign: Print My Commission Expires: * * * * ** * * * * *** * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * ** cif * * * * * * * * * * ** * ** * * * ** * * * * * * ** ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: %CPR -133 DATE: ! (9-C) 1 I, (2-cD i,"? • S • CDO PF--12 ❑ Contractor ,Owner ❑ Architect Picked up 2 sets of plans and (other) CMG �2,0rn t ice( Address: Z-- - 3T From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (4)(___O-- (-v-� PERMIT CLERK INITIAL: &"---d RESUBMITTED DATE: PERMIT CLERK INITIAL: RC09 -1013 BUILDING PERMIT HISTORY ACTIVITY DATE DETAILS June 16/2009 Permit applied June 17/2009 Plans reviewed and rejected by P&Z Director. June 19/2009 Plans reviewed and rejected by BLDG Director. June 19/2009 Plans reviewed and approved by El Chief Inspector. June 24/2009 Plans reviewed and rejected by Structural reviewer. June 30/2009 Home owner contacted. July 01/2009 Home owner picked plans up. Set 04/2009 Home owner brought plans back. Set 04/2009 Plans reviewed and approved by P&Z Director. Set 04/2009 Home owner applied for El permit. Sept 08/2009 Plans reviewed and rejected by Structural reviewer. Sept 16/2009 Plans reviewed and rejected by BLDG Director. Sept 17/2009 Home owner contacted. Sept 28/2009 Home owner picked plans up. Dec 03/2009 Home owner brought plans back. Dec 08/2009 Plans reviewed and approved by Structural reviewer. Dec 16/2009 Plans reviewed and rejected by BLDG Director. Doc created: Dec 28/2009 Permit No: 09 -1013 Job Name: September 16, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Corrections for structural must be completed. 3) Provide a separate permit for the door and permit for deck is now for screen room and must be changed. 4) Provide a survey Tess than 2 years old. 5) Provide the design wind Toads criteria. 6) The foundation does not meet the minimum size or reinforcement per RFBC 4404. The foundation must be designed (with calculations) for all gravity and uplift Toads. 7) WF -1 is not on the foundation schedule. 8) Detail 2/S2 shows 2x4 for vertical but is labeled C -1 on plan. Correct detail. 9) The minimum depth to the top of the foundation is 8 ". 10) The B -1 connection must include all details of the connection with bolt length. 11) L -1 is shown into existing cells or beams. No beam or cells exist at deck. 12) Provide complete details for all connections for roof framing plan including an exterior wall detail that is complete. Roof framing plan is incomplete. 13) Show method of lateral restraint for structure. 14) Provide a roofing permit. STOPPED REVIEW. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 J IL/ �� )VP j PI° Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -6 -09 -1013 Issue Date: Not Issued Expires:Not issued Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: 0 $ 1,000.00 Contractor(s) Phone PrimaryContractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/4/2009 : Yes Comments: SIDEWALKS IN FRONT AND SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK. PROPOSED SITE PLAN DOES NOT ACCURATELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMITED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. 9/4/09 PLAN IS APPROVED PROVIDED THE APPLICANT LIMITS ALL SIDEWALKS TO NOT MORE THAN 3 FEET IN WIDTH AND DRIVEWAY DOES NOT EXCEED 2 SQUARES WIDE (8 FEET) WITH 2 FOOT FLARES. Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #;REJ y--\0\ • A: Co / ' P ❑ Contractor Owner ❑ Architect (, Picked up .2 sets of plans an Address: DATE: ther) )(Yak O aDo rr 9 dozs-H From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: C U . �n c -�+LR% �r PERMIT CLEARK INITIAL: Y\--=_—) RESUBMITTED DATE: "r ®`'fit PERMIT CLEARK INITIAL: lmmn and Zones * aria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: $ 1,000.00 0 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/4/2009 : Yes Comments: SIDEWALKS IN FRONT AND SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK. PROPOSED SITE PLAN DOES NOT ACCURATELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMITED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. 9/4/09 PLAN IS APPROVED PROVIDED THE APPLICANT LIMITS ALL SIDEWALKS TO NOT MORE THAN 3 FEET IN WIDTH AND DRIVEWAY DOES NOT EXCEED 2 SQUARES WIDE (8 FEET) WITH 2 FOOT FLARES. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ce ?- -3 Job Name Gt ot7G-1Z Date 'MVO, 24wp C?vn w '76.4 STRUCTURAL CRITIQUE SHEET Cal4V rii' d . cc/02.22- Q Cain$ /?/ot 7. -o.'.$ 4 7: akt. Sh -s S1.0 "2�a GYM r&e. `� ad on y tir !" ' span S.,e 5 7 prey t Q-1,f l�ev`iewr a ,t4ctAe P2-iva 4 y Why &uri dozh '0ns Cvniih(4rngs.. ($h. Shot Qt) fh. c3.01 Gam ole �: d u -- To/ ,�er�' la4gC- 5.1 e 1$ pau�.y7 5 /!te Sul . 3c, `� fa L In 3 � p � �' y hi4rn?s er./ h0P-13 res:7P (R yaw all-, Gvur! -cs), Cft. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 PermitNO. RC -6 -09 -1013 eft Issue Date: Not Issued Expires:Not issued Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Total Job Valuation: $ 1,000.00 Owner's Phone: Total Square Feet: 0 ...... ...... ........................... Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: Comments: SIDEWALKS IN FRONT AND SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK. PROPOSED SITE PLAN DOES NOT ACCURATELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMITED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. 09/23/2009 10:40 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES • Miami Shores Village 10050 N E 2nd Avenue I Man( Shores, FL 33138-0000 Phone. (305)795-2204 Far.: (305)756-8972 temazamemouvuesswemaeogosataammreesearamassmusamoranaossmea=moserma.. Owner's Name: CAROLYN A COOPER a1004/004 Pera t NO RC-6-09-1013 orer0Iype:::RisidOUdal.gortstruction Issue Date: Not Issued ......: • • ...... Job Address: 860 92 Street rk.p.fosvicatIon.. MIseeliarte-ous Expires: N Folio Number:1132060050150 Owners Phone: Miami Shores; FL Total Square Feet: Total Job Valuation: $ 1,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes • • * • ° ' tkA;• MI11.44/4/2009 • Comments: SIDEWALKS IN FRONT AND SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK PROPOSED SITE PLAN DOES NOT ACCURATELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMiTED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. 9/4/09 PLAN'IS APPROVED PROVIDED THE APPLICANT LIMITS ALL SIDEWALKS TO NOT MORE THAN 3 FEET IN WIDTH AND DRIVEWAY DOES NOT EXCEED 2 SQUARES WIDE ( 8 FEET) WITH 2 FOOT FLARES. CC, frtC e 14-ctn, -t-ke beoe 0 ofefrki 4--(i-c A-v..64,4 -„ pe /rill c-4 1-'2/1 ct ( b-e- c tit et oil -e- ec SS 6"1(-1C-' 1/146t(-t ° ./7. 1\4 c (vcteoi IAA It bv t7 B 5 ki a CA- ° &t.c4.3 ir.ervi5e4 s 4 219_0 ef fc4f-e5. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 67- fp ( 3 Job Name Cooper' Date b%,olGg STRUCTURAL CRITIQUE SHEET Ol eht;) y th use eitiaGi /s > e?-' -v" — PV u :res ..yam OA 1;1' 1 Z' ! I e Eel of e a-c f, .1/de lr/H a 9 ! L . . eifPGrh on t p. Nee of "Sail Volta e -evi 3} l wvz it , s e-p4 �- p e rr.i f. a ) Need d e s erri1s r i �f �-� ,1- ,q.14— -" - (WOO ad tr -3e 4 boll-f). 09/23/2009 10:40 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES I7I001 * * * * * * ** * * * * * * * * * * * ** s** TX REPORT * ** * * * * * * * * * * * * * * * * ** * ** TRANSMISSION OK TX /R% NO 4087 RECIPIENT ADDRESS 93055734515 DESTINATION ID ST. TIME 09/23 10:39 TIME USE 01'16 PAGES SENT 4 RESULT OK t t` l" Permit No: 09 -1013 Job Name: September 16, 2009 Miami Shores Viivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Pagel of 1 Building Critique Sheet 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Corrections for structural must be completed. 3) Provide a separate permit for the door and permit for deck is now for screen room and must be changed. 4) Provide a survey less than 2 years old. 5) Provide the design wind loads criteria. 6) The foundation does not meet the minimum size or reinforcement per RFBC 4404. The foundation must be designed (with calculations) for all gravity and uplift loads. 7) WF -1 is not on the foundation schedule. 8) Detail 2/S2 shows 2x4 for vertical but is labeled C -1 on plan. Correct detail. 9) The minimum depth to the top of the foundation is 8 ". 10) The B -1 connection must include all details of the connection with bolt length. 11) L -1 is shown into existing cells or beams. No beam or cells exist at deck. 12) Provide complete details for all connections for roof framing plan including an exterior wall detail that is complete. Roof framing plan is incomplete. 13) Show method of lateral restraint for structure. 14) Provide a roofing permit. STOPPED REVIEW. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided remove them frnm tha ntanc anti rPnlar.A with now ravicari chPPfic anti )t), — (to t /-1 Permit No: 09 -1013 Job Name: September 16, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Corrections for structural must be completed. 3) Provide a separate permit for the door and permit for deck is now for screen room and must be changed. 4) Provide a survey Tess than 2 years old. 5) Provide the design wind loads criteria. 6) The foundation does not meet the minimum size or reinforcement per RFBC 4404. The foundation must be designed (with calculations) for all gravity and uplift loads. 7) WF -1 is not on the foundation schedule. 8) Detail 2/S2 shows 2x4 for vertical but is labeled C -1 on plan. Correct detail. 9) The minimum depth to the top of the foundation is 8 ". 10) The B -1 connection must include all details of the connection with bolt length. 11) L -1 is shown into existing ceils or beams. No beam or cells exist at deck. 12) Provide complete details for all connections for roof framing plan including an exterior wall detail that is complete. Roof framing plan is incomplete. 13) Show method of lateral restraint for structure. 14) Provide a roofing permit. STOPPED REVIEW. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Fugh)e-A- tilt IA,")& • e • 4 Miami Shores Village Building Department zip 12v), w 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 Permit No. Job Name Date C'P Jc'. 4617to 6=-74, 374 ce STRTJCTURAL CRITIQUE SHEET Ca0V LCmid $e , cc/c Cm C.s.'s 4 l°z, an Sh,-s S1-041 52 ,-0 as fr &BLS ad on yTrir,r,esponses ' p!`'eviaa4 review, Make P1-ivac y Weil/ /C n do- ons cO >' (4 . (sh S /J o C3.0? 9'i.e aom k i-e rt4,, ver)' b- s15e Ispy, � ? bee me. 347 t et IA )11.� erg h #-swap C' 9a @ Q// Gvurf -es), a Ir Miami Shores Village Building Department artment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name PLUMBLINTG CRITIQUE SHEET 7/2 67(7 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756.4972 Issue Date: Not Issued Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Owner's Phone: Job Address: 860 92 Street Miami Shores, FL Total Square Feet: 0 Total Job Valuation: $ 1,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Co ments Approved: Yes Date Approved: 94/2009 Comments: SIDEWALKS IN FRONT AND SID YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK. PROPOSED SITE PLAN DOES NOT ACCURAhrELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMITED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. 9/4/09 PLAN IS APPROVED PROVIDED THE APPLICANT LIMITS ALL SIDEWALKS TO NOT MORE THAN 3 FEET IN WIDTH AND DRIVEWAY DOES NOT EXCEED 2 SQUARES WIDE ( 8 FEET) WITH 2 FOOT FLARES. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 07 °lC7 (.,.jam DATE: `7 -"CO I, 2or2fy OarDiriti % / Ckyer Contractor 'Owner Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 61_1_0-6 PERMIT CLEARK INITIAL Oest c9(fgd RESUBMITTED DATE:-) PERMIT CLEARK INITIAL: 1 Permit No: 09- /O a Job Name: , 2009 Miami Shores Vivage Biiilding Department Budding Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 S c ' . c( S wee- G-� Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 f hig a , fan Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -6 -09 -1013 Expires: tion Lets Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: Planning and Zoning Criteria and Comments Approved: No Date Denied: Comments: SIDEWALKS IN FRONT AND SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK.... 'Rev :ye at, 5 ee C mil. 0 PROPOSED SITE PLAN DOES NOT ACCURATELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMITED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. '..et, ; ,e4 )e. c(.0 Q) mores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 6 g- /013 Job Name Coop ,e Date ‘%a./��! STRUCTURAL CRITIOUE SHEET pehim y tkl Wt s'/ lrrva 4-'2° i s" co at ea, 4'aGI > areal's.) 4,04,1 1710. sx tZ♦s T.13 io.1J 7. c. 51.0 lVecc "540 s Gr. e -tee / . AA �j f � G ? �/ � wv C� O� Ord PArcov 51.0 / 4 W - 2 9 5 ' f'' e %441x4 S er4 rr p rerLiA - 0r00%eej ?to SceTe. work, feed descri kGar 6f L-7. 1.-- -± wood 1'13e 4 boil-f) 5 ee 5C- it cdlf.�.,c et y, S (. CP C 01. S� Permit No: 09- /6/5 Job Name: �._ if , 2009 4' Miami Shores Village Building Department Building Critique Sheet 1 w 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 t.' e/e ca/ 44 m..4 Is Age.. r CV-Izer '*p1..M .� ,2,6_ ,,i Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 I IRS caul PHONE: (305) 828 -8454 FAX: (305) 828- 1084 M DRAIN ASTERS SEPTIC & PLUMBING 6317 N.W. 174 TERRACE • MIAMI, FLORIDA 33015,x' State Licensed & Insured CC 96-1241 CAO #0812 -97 NAME 408 ADDRESS 446) DATE FEE $ 4/19,1/ TEL# POLICY# D - CRIPTION OF WORK. /;h' SEPTIC SERVICE $ ` Y k 'ER JETTING $ PLUMBING REPAIRS $ DRAINFIELD STOPPAG) =' Accepted and approved by Operatorif) Referred by MORTAGAGE INSPECTION GREASE ' TRAP MATERIALS ADDT NAL / PO D POSIT BALANCE pup . $ „1,1: `PLEASE PAY THIS INVOICE. Labor charges are based on aper Job basis, not an hourly rate' unless otherwise stated. . This invoice is subject to a meghancal lien at owner's expense if not paid in fuf within thirty (30) days. PROCESS NO X2009130417 nROLYN COOPER '60 NE 92 ST |IAMI SHORES, 1-1 33138 REVIEW FEE TYPE CODE DOH H006 EXISTING S 8/27/2009 11:02 G262 MIAMI-DADE COUNTY MISCELLANEOUS RECEIPT 08/27/2009 Log UNIT �EE DESC AMOUNT - 70.00 70.00 310908270056 TCPM9390 CENTRAL 70.00 viLC: .4C_ • cirkik, JAMES LEVEROCK CHIEF PLUMBING INSPECTOR MIAMI SHORES VILLAGE 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 VG 5 LU1NT OUT 11 1I5 SW 26fl Si RM FL. 35175-2464 786-318 2381 Merchant ID: 530314459 i-ii ID: 0010540000930314459007 Phone: (305) 795-2204 Fax: (305) 756-8972 Sale xxxxxxAxxxx0218 Method: Swiped Total: 70,00 08/23,09. 11:0421 0: 'A021 ii021 :,ode: 190846 AMISCAPL 08/27/2009 , 10:56:07 APPLICATION DATE 108/27/2009 OTHER DEPT. APPLICATION # OR BLDG DEPT. CONTACT NAME CAROLYN COOPER ADDRESS 860 NE 92 ST CITY MIAMI SHORES BUILDING DEPARTMENT ADD MISCELLANE1OUS.APPLICATION SALES FEE TYPE CODE DOH H006 PROCESS IO :,�X2 PERMIT # /ADDRESS: AP93419' ~� SUB-TOTAIT UNIT UNITS DESC 1 EACH EXISTING SYSTEM STATE FL ZIP 33138 PHONE COUNTY AGENCY USER ID YALI22 FEE DESCRIPTION PF1 = UPDATE NEXT SCREEN NEXT KEY MISC APPLICATION ACCEPTED...ENTER NEXT KEY TO CONTINUE BNZM1142 PAGE 1 YALI22 009130417 $70.00 PAID FEE IND 70.00 PF9 = MOD MISC APL Oho 2 2!W r 24214 14';1P1 Y8! ': if A9 'r ,f .1 v;a w JA(l€ s° .. :r3 trr ,,day d) it -.fir- -. a,:..� s i F.; .4 A •••1 4'uEY G.�L'9t3 0.F iG. F I I L t� 4 I{ I uttAwN aY r y oCt�yPlttt. MIAMI, RLAtI SERVICE.; "I`9 REwgta 0 .; 7301 tV W..}Otir AVE . SH t .' r`M!AM i, FLA Inspection Worksheet Miami Shores Village rt 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 154213 Permit Number: EL -9 -09 -1487 Scheduled Inspection Date: December 14, 2010 Inspector: Devaney, Michael Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: LS CURTIS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration U000Phone Number Parcel Number 1132060050150 Phone: 305 -892 -0115 Building Department Comments ELECTRICAL WORK WITH IN STRUCTURE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 13, 2010 For Inspections please call: (305)762 -4949 Page 29 of 30 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 860 92 Street Miami Shores, FL Owner Information Parcel Number Expiration: 09/14/2010 Applicant Address 1132060050150 Block: Lot: CAROLYN A COOPER Phone Cell CAROLYN A COOPER 860 NE 92 ST MIAMI SHORES FL 33138 -2909 Valuation: Total Sq Feet: $ 3,000.00 0 Type of Work: ELECTRICAL Additional Info: WORK ON THE YARD Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Permit Technology Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $150.00 $0.00 $3.00 $2.40 $157.80 Pay Date Pay Type Invoice # EL- 9- 09- 35810 03/19/2010 Check #: 3365 $ 157.80 $ 0.00 L Amt Paid Amt Due Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 19, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. pe 81) 11 BY: sty." ********** titrE591 Master. Permit No. Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) ,n Cale ..J Phone # Owner's Address y� /J 9� City State ~ Zip ,3 1 ' j g Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # Phone # 96-o AJE 97 -4-/, Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name ��, S, rlt'7 Phone ��lr� 6 S-0 7 Contractor's Address 203 `I I ijE 3 0 col City „ y._ State z'[ Zip 33, 8 a Qualifier Name sp, vat-, c rd-' Phone # State Certificate or Registration No. 000 3) 7 s' Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ f ' ° Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: ❑Alteration ANew ❑ Repair/Replace ❑ Demolition ********* * * * * * * * * **,* * * ** * ** * * * * * * * * * * *, Fees************* * *** * * * * * * **** * * ** ** ** * * * * * * * ** Submittal Fee $ ' Permit Fee $ /4 0 ' a G CCF $ 1.CCO CO /CC $ Notary $ Training/Education Fee $ 040.0 Technology Fee $ a-40 Scanning $ 3-00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1510 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will'be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature a da er i r Agent The forego' • g instrument was acknowledged before me this dayo ,20 /a,by who is ersonall own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me me this day of , 20 / d, by 26Z4.4'.i t t> ,✓�+ who i Sign: Print: A My Commission Expires: OF FLORIDA NOTARY ou�'Liv - COMKS 10N #D00660953 Y COP:i "v9IS i0,fv EXPIRES APRIL 9, 2011 personally own to me or who has produced as identification and who did take an oath. /4:431ans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: Sign: Print: My C s i4ies STATE OF FLORIDA a/��/(`(Cairv�FfS46s i Lf206609 Zoning Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 117065 Scheduled Inspection Date: December 02, 2010 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Number: DS -6 -09 -1004 Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132060050150 Phone: 305 -892 -6507 Building Department Comments NEW CONCRETE PAVERS AND DRIVEWAY Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 01, 2010 For Inspections please call: (305)762 -4949 Page 1 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. NZVERW3n )CT 2 2 2010 10 -13 6 09 100(t Master Permit No. Permit Type: Electrical //�� }, OWNER: Name (Fee Simple Titleholder): C:�trro- -y 1' ( Opal/ Phone #: 973/ Address: A60 City: X1.1 ` L © State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: a 6 O I City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: C /4 f3r, CO r Phone#: Address: 6 ;ti 1 e..... S7--- City: A cictek1,44 l �(.--- State: Zip: � K C Qualifier Name: 1_62 -e-4 . (f, s, (/A Phone#: 6 — State Certification or Registration #: 6- 6-C /$() 5,/ 6 , 3s Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ) �O 7 Square/Linear Footage of Work: Type of Work: Address ❑Alteration ONew epair/Replace Description of Work: 2- /)( -01/:&01 *** ******** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ODemolition * ag** FHA+ k**+k+kd= **** **+k****Ni*** CCF $ CO /CC $ DBPR $ Bond $ - Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (17 Cr 6-60 wner or Agent The fore oing instrument was acknowledged before me thisZ'!'- day of ck- ,20IU,by who is persoly known *^ *^e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: C44-1)4-7/7( My Commission Expiry' l'©FA Q^€ltherine �#. Duffin commission DD857841 ices: MAR. 07, 2013 APPROVED BY Signat tractor The foregoing instrument was acknowledged before me thi day of , 20 i b , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: 14- 144•.-- �`�'' ----� Print:f:::';'171116#'1"- C- 4T b0 My Commis iun { ►ecine A. D41 s� _ ;Com •OA #DD857a41 BgmtO7,2013 ?�r 111 % `�:x,x ,x/�xx�x,�xx:*** six **** ** ( U/ rl rd Zoning Clerk Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: 0 $ 6,000.00 Contractor(s) Phone Primary Contractor ARCO CONSTRUCTION 305 - 892 -6507 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/25/2010 : Yes Comments: Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 860 92 Street Miami Shores, FL Owner Information Parcel Number Expiration: 09/14/2010 Applicant Address 1132060050150 Block: Lot: CAROLYN A COOPER Phone Cell CAROLYN A COOPER 860 NE 92 ST MIAMI SHORES FL 33138 -2909 Contractor(s) ARCO CONSTRUCTION Phone 305 -892 -6507 CeII Phone Valuation: Total Sq Feet: Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: DRIVEWAY & WALKWAY Bond Retum : Additional Info: CONCRETE PAVERS Classification: Residential Fees Due CCF Education Surcharge Permit Fee Permit Technology Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $150.00 $0.00 $6.00 $4.80 $165.60 Pay Date Pay Type Invoice # DS -6 -09 -35114 06/16/2009 Credit Card 03/19/2010 Check #: 3365 Amt Paid Amt Due $ 50.00 $ 115.60 $ 115.60 $ 0.00 Available Inspections: Inspection Type: Final Sidewalk Landscaping Foundation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 19, 2010 1 B G> PERM T APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's dress ® �• ,� �� Phone # '5 c) .4151 Owner's Name (Fee Siple Titleholder) City ` state 1-1 Zip J+./ 131( Tenant/Lessee Name Phone # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS 09 IM@TgEWIEt la JUN 1 6 X009 B Y: Master Permit No. Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO -)c Contractor's Company Name P[OYr(Q) OCOVU/r Phone # Contractor's Address County Miami -Dade Zip City State Zip Qualifier Name Phone # State °Certifiate or; .Registration No. Certificate of Competency No el Architect /Engineer's Name (if applicable) 0 Phone # WS ' ® ci? 5 V 2. -- Value of Work For this Permit $ 7QU 11 4:7& Square / Linear Footage Of Work: Type of Work: ❑ ddition Describe Work: Repair/Replace yfe-r7-3 ❑ Demolition VISA ti 3. 6 pA I ****** * ** * * * **** * ** *** ** * **** **** * * ** Fees :* ** * * ** * * ****** * ** * **** ** *** ** **** ** * ** Submittal Fee $ �J'vv `�° Permit Fee $ �SQ� CcF $ ` i N1� COfCC Notary $ Training/Education Fee $ ' -'- .Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ bouble Fee $ Structural Review. $ tal Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: .I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 e of Agent The for going instrument was ac yswledg r. before a IM) M e foregoing instrument was acknowledged before me this !�S � day of 20 _, by day of � :._i , 20 ®�by � _ � . ;. } .� ,.a • , who is ersonally known to me or who has pr`. uced �� who is personally known to me or who has produced dentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 5`c�"'`�'.. -',v" .Sign: A, <- '' .•. V Print: My Commission Expires: : `,i� My Commission Expires: *****************************************\ **** x�: �x* �x�x�x******** �x**** �x�x�x�:****** **x� *�x�x�x** *** * *�x�x*** *** *** Signature Contractor APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner G� Engineer l l �� Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 ROOFING Permit No. MAR 0 Mu BY: Master Permit No. Owner's Name (Fee Simple Titleholder) ClIAt r - Phone # Owner's Address ic.tca Air 92 4- City State Tenant/Lessee Name Email Zip Phone # Job Address (where the work is being done) City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name Contractor's Address YES NO C f '% Phone # Flood Zone City ,J i1' Qualifier Name t r V S ' i) Phone # State Certificate or Registration No. - KO SI G-5 Certificate of Competency No. Contact Phone E -mail State Zip t Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Phone # Square / Linear Footage Of Work: (1(0 0 ❑Alteration ❑New ,► Repair/Replace ❑ Demolition Describe Work: g vf 11 ******** * * * * * ** * * * * * ** * * *4 * * * * * * * * ** * ** Fees** * * * * * * * * * * * * * * * ** * * * * *** * * * * * ** * * * * * * ** ** Permit Fee $ /J V�e� CCF $ 64 CO /CC $ Submittal Fee $ Notary $ Training/Education Fee $ I .0-6 Technology Fee $ 21 &3 Scanning $(-0 '00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Afr Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,,: WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature O, er or Agent The foregoing instrument was acknowledged before me this dayof e ,20_,by (tf.IZN,f,�N & who is persongly.known to me or who hallss produced who is personally known to me or who has produced orego , day of instrument was ackn �1 ged befqfe me'thi3 d 1 , 20 CO, by �� Ve /ifs ) As identification and who did take an oath. NOTARY PUBLIC: Sign: _ OF ROOM Print: Sandra rkhart My Commission Expires: ^' +: si0n DD867$59 Ez 1res: APR. 02, 2012 THEMG76�1� BONDING t. 040, APPROVED B as identification and who did take an oath. NOT ' Y PUBLIC: r Sign: Print: J aft) �''° 1,11/\,;40, `'' My Commission Expires: (x'741' Si ,* ** Z' ,T ryc) Plans Examiner 3. ( �0 Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT a.0..etLCs~. DATE: /2 // o ADDRESS: 6 $ `il, Do here* petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F S'489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor ;1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an- exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the maple employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial_�L ._.+ 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself ,from,potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. Talso ungerstand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial e. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that as the owner-buider, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and'by comfy or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial C� 9. I agree that, as the party Malty and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. CAC," Initiall..'� C," 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// wnwww. mvfloridalicense .com/dbor /oro /cilb/iindex.htmi Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for ttyq proposed construction activity at the following address: sizve Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. ! SI Was acknowledged before me this day of 19e& , 20 01 By in Co who was personally known to me or who has Produced there License or entification. NOTARY VlS131X-ratTE illo5 '� , Cow` iiS v. �3, 2011 ;, . � : 1 �`'res' loco„ 4C, $otzn� o as Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 0� HO)3 GL Inspection Number: INSP - 117061 Scheduled Inspection Date: July 07, 2010 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Permit Number: DGT -6 -09 -1003 Job Address: 860 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number Parcel Number 1132060050150 Phone: 305 - 892 -6507 Building Department Comments NEW WOOD DECK & PERGOLA Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 06, 2010 For Inspections please call: (305)762 -4949 Page 1 of 26 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 860 92 Street Miami Shores, FL Owner Information CAROLYN A COOPER Expiration: 09/14/2010 Address 1132060050150 Block: Lot: 860 NE 92 ST MIAMI SHORES FL 33138 -2909 CAROLYN A COOPER Phone Cell Contractor(s) ARCO CONSTRUCTION Phone 305 - 892 -6507 Cell Phone Valuation: Total Sq Feet: Approved: No Comments: WOOD CONSTRUCTION NOT PERMITTED FOR COVERED SCREEN PORCH Date Approved: : No Date Denied: 12/3/2009 Type Const: Pergolas Classification: Residential Additional Info: WOOD DECK Fees Due CCF Education Surcharge Permit Fee - Deck (wood) Permit Technology Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $375.00 $0.00 $60.00 $12.00 Moo $463.00 Pay Date Pay Type Invoice # DGT -6 -09 -35197 03/19/2010 Check #: 3365 $ 413.00 $ 50.00 06/16/2009 Credit Card $ 50.00 $ 0.00 Amt Paid Amt Due $ 10,000.00 0 Available Inspections: Inspection Type: Final Foundation Framing in Progress 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 19, 2010 1 Miami Shores Village IlEcMMEt Building Department JUN 16 2009 Jib 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Cal 06 Owner's Address ` 860 E City. �✓' ✓P FL State 6 L Roofing Tenant/Lessee Name 0 'S /eNe, Zip Permit No. H 003 Master Permit No. Phone # 30S% 7 S•?. 1173 Job Address (where the work is being done) 3 31 3$ Phone # /v g60 , 'i2 144 City Miami Shores Villa • e County Miami -Dade FOLIO / PARCEL # I 1 — 3206 - CO 5 - 01 6-'0 Is Building Historically Designated YES NO 1% , fRCO C er-rtf, Cie Contractor's Address J 6 Nom. j 0,4 City / w , r l i (./11,1 r` State rt, Zip '?. , $ Qualifier Name LS- r 9 y) 5 £ Phone State Certificate or Registration No. 6G S'® c1 6 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Deis; ,., 2. Fo ✓v rl Phone # 3 D S . 308 „ 6 303 Contractor's Company Nair S free 1- Zip 3 3 L 3 g Phone # '3 OS S9 z- 6'1-o 7- Value of Work For this Permit Type of Work: ['Addition Describe Work: /1% &IA/ U1 U� °`4F*af ** �Y, t+ Y+ Y, t, taknY�Y�ic &tlr,t+t &sF,tr,tiex*** *x,tir9r� ** ** *J rat, t+ edt**ir+ k*9eak9e****** dr*#ie4ririrre*9e****ie+kxird *** doc Square / Linear Footage Of Work: /8-0 ['Alteration ❑New, ❑ w Oo dt et ecA. .7air/Replace ❑ Demolition Fees•� ubmittal Fee $i' 50'0 Permit Fee $ �J Notary $ Training/Education Fee $ Scanning !),?-r1'00 Radon $ DPBR $ Bond $ Code Enforcement $ CCF $ CO CO /CC Technology Fee $ ‘6'OO Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4 � See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip /A- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,CCC --C Q Owner or Agent The foregoing instrument was acknowledged before me this (L' day of ft) , 200' ;by Ca ye PI v.. A cccsfre, , who is personally known to me or who has produced FLa ✓+ ci UeA, NOTAR ntification and w did take an oath. AWAJD Print: �� 'ry Public, Site u 8 a Si comm. expires June 24, 2011 My Commission Exp. es �'' Signa, —/ Con : ctor The foreg ing instrument was acknowledged before me this day o % 20 j u , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: fiEv M PuBLIC-STATE OP y Commission E; Ca thtrine FloRIDA ben #B mvs° xr 0 mumc mcgalet Plans Examiner * * * * * * * * * * * * * * * ** *, ************************** *** * * * * * ** * * * * ***** * *** * * ** **** APPLICATION APPROVED BY: (Revised 07/10/07) Engineer Zoning ;2ectived MAR 0 1 PAID 7: ouf // 4-aft-aK- 40 • • : • •• 4* • • III ■•• 3 6 0.0V• • • • • 60 • • : • • 1 • ' • ▪ • • • • • • *. .. •• •• ........ •• ... I• • • : • • • At • . • •*. • • • • • --.-AsAfrioteork... 405' 6so pJ u- cr "31xst).1-. Edward A. LANDERS , P E CONSULTING ENGINE (305)823-3938 cdt-cv.s - .. • ......... Immo *tem 7 ... ... • ........ • • • • 10.404.„ ......... • • • •••• • : :: • -*L ...... •• • • .:0 • •0 • • -•• • • • • •••• • • • • • •• • ....... •• , • •••••• ••••• • : • •••••• • • •••••• • • : • ••••• • • • ••••••: • MP* ••• • • . . . Edward A. LANDERS, RE. CONSULTING ENGINEERS (305)823-3938. z STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Viiiage Building Department SURVEY AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'et The undersigned Affiant, eti r'r1'V A (6t li, 'Uoes hereby attest that r (Property owner) The attached survey, performed by For address: 2 0 71 E % Lie . Name of surveyor's company) Performed on /7 7' (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. FuAher, Affiant say eth naughh j :kyper C� t© . Li90 Y ro/ it/ �' Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this 1 S da of • 0 Affiant is personally known to me, produced Revised on 5/2212009/ Revised on 6/12/09 as identification. Notary NOTARY PUBLIC-STATE OF FLORIDA " ^4 Clitvadix V. Cobillos C0921.434.1051 05E171123 Expo SEP 23, 2011 BONDED T J Anarno sorry= co„ fanning and Zoning C i eria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -6 -09 -1013 Issue Date: Not Issued Explres:Not Issued Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: 0 $ 1,000.00 9,99k, 499WM199.1996MWORP99,". Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/4/2009 : Yes Comments: SIDEWALKS IN FRONT AND SIDE YARD CAN NOT EXCEED 3 FEET IN WIDTH AS SHOWN ON SURVEY OF EXISTING SIDEWALK. PROPOSED SITE PLAN DOES NOT ACCURATELY LOCATE THE FRONT LOT LINE AND OVERALL PAVING IN THE SWALE IS LIMITED. SIDEWALKS CAN NOT EXTEND INTO THE SWALE. 9/4/09 PLAN IS APPROVED PROVIDED THE APPLICANT LIMITS ALL SIDEWALKS TO NOT MORE THAN 3 FEET IN WIDTH AND DRIVEWAY DOES NOT EXCEED 2 SQUARES WIDE (8 FEET) WTH 2 FOOT FLARES. 3/10/10 NEW PERGOLA PLANS OK FOR PLANNING CONSTRUCTION, DETAIL TO BE REVIEWED BY BUILDING. nd Zon n Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 aerial s / /30/ 0 Permit NO. DGT -6 -09 -1003 Expires: Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 12/3/2009 Comments: WOOD CONSTRUCTION NOT PERMITTED FOR COVERED SCREEN PORCH ONLY MASONRY CONSTRUCTION ALLOWED IN THIS LOCATION. 3/2/10 PLEASE CLARIFY IF SCREENING IS BEING INSTALLED AS PER PLANS Design Form Architecture • Interior • Construction March 9, 2010 Village of Miami Shores Building & Zoning Department 10050 NE 2nd Avenue Miami Shores, FL 33138 PcrPt p �r —, MAR 1 0 2010 e2e- Reference: Cooper Residence — New Trellis, Wood Deck, Driveway and Decorative Gates 860 Northeast 92" Street Miami Shores, FL 33138 Dear Miami Shores Building & Zoning Department: Please be advised that the construction drawings for the above referenced project have been revised to specify a new wood trellis in lieu of the previously proposed screen porch. Kindly note that all references towards the screen porch are incorrect and should be hold any influences. A trellis will be constructed as part of this permit. If you should have any questions or require any additional information, please do not hesitate to contact me at 305.308.6303. Za rr T. Brown, RA, L ED AP Des' + Form CC: Correspondence File 1915 Northwest 171st Street Miami, FL 33056 Tel: 305.308.6303 • Fax: 305.573.4515 • Web: www.Design2Form.com Desi Architecture • Interior • Construction March 9, 2010 Village of Miami Shores Building & Zoning Department 10050 NE 2nd Avenue Miami Shores, FL 33138 0, To ovi 17.417 5-077 LIAR 1 0 2010 IBS Y :...a....,-.. ..... Reference: Cooper Residence — New Trellis, Wood Deck, Driveway and Decorative Gates 860 Northeast 92nd Street Miami Shores, FL 33138 Dear Miami Shores Building & Zoning Department: Please be advised that the construction drawings for the above referenced project have been revised to specify a new wood trellis in lieu of the previously proposed screen porch. Kindly note that all references towards the screen porch are incorrect and should be hold any influences. A trellis will be constructed as part of this permit. If you should have any questions or require any additional information, please do not hesitate to contact me at 305.308.6303. Za i arr T. Brown, , . , LEED AP D gn2Form CC: Correspondence File 1915 Northwest 171st Street Miami, FL 33056 Tel: 305.308.6303 • Fax: 305.573.4515 • Web: www.Design2Form.com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: l ite (�. C � DATE: / 2 ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my`own intractor; Lft1rther understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under anNexseption to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not hae a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial_S 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial efige.-0 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial VII (1 4. I understand that I may build or improve a one family or two -family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. 1 understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initiate/ Initial e,/ I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on\nly-building or idence. It is my responsibility to ensure that the persons whom I employ have the license required 0-law and 'by ooUnty or Jmlnicipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial C-a 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. %� Initial C� L- 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httD:/ Iwww. mvfloridalicense .com/dbor/orolcilbfindex.htmi Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible jor flee proposed construction activity at the following address: 1,t(.) 7.Z74----4.51-. Initial!/,-' 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 who was personally knonwtio me Or who has Produced there License or [/ as identification. NOTARY ,a,..-6001a 1.001123 2011 cove* gr�v. 23, c, sbE e5 ±,<, r va ' 0 @0 70c0.. sa 'een,•••`� TA Rg 09/23/2009 10:39 FAX 1 800 685 7530 Permit No: 09-1013 Job Name: September 16, 2009 DATA SCAN FIELD SERVICES 001/004 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Provide receipt from Miami Dade planning and Zoning for impact fees. c )(4, c...(4 -e_J:,, r.c) J /0 I Corrections for structural must be completed. Co/te-e f Jcv, bl.ceva 10-eevi oi czeie. ci Sulomielt Provide a separate permit for the door and permit for deck is now for screen room and ,Provide be changed. OtAiyi..e.„-- wi 11 CfAelft_, e aria ti-eek i-tv./ Provide a survey less than 2 years old. \f yrovide the design wind loads criteria. Vp f&vide 0 vi t AO 6( The foundation does not meet the minimum size or reinforcement per RFBC 4404. The Se CA444710.1 z foundation must be designed (with calculations) for all gravity and uplift loads.Cat c s prc4Aiteeeo VVF-1 is not on the foundation schedulevc Scited btu S tye_ CeR.1/13. -(0, iii„.9 ,q,_ cr p_007 rier Detail 21S2 shows 2x4 for vertical but is labeled C-1 on plan. Correct detail. i y ,, he minimum depth to the top of the foundation is 8".v-Vioarcied _V e-¢` c.t 1 t OA 51„ 0 he B-1 connection must include all details of the connection with bolt lengthcveviot-ed. L L-1 is shown into existing ceils or beams. No beam or cells exist at deck: Se-c 5J . Provide complete details for all connections for roof framing plan incluping an exterior C 2. 0 (t- all detail that is complete. Roof framing plan is incomplete.77(c9v lot-cct 1 Show method of lateral restraint for structure. — Co,' 0 ec-i-: Del kt as ,Oeevl fev isezti 5tP., ......---1`4) Provide a roofing permit. 12e 4 cot if i 014 514 e.e4- 5 STOPPED REVIEW. jp, P,,,„ Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-795-2204 f • <CA- w it 6e CAA/ L'J Ze mg Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060050150 Owner's Name: CAROLYN A COOPER Job Address: 860 92 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: 0 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 12/3/2009 Comments: WOOD CONSTRUCTION NOT PERMITTED FOR COVERED SCREEN PORCH ONLY MASONRY CONSTRUCTION ALLOWED IN THIS LOCATION. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 117066 Scheduled Inspection Date: December 02, 2010 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Miami Shores, FL (ft-1013 Permit Number: FW -6 -09 -1005 Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Fence/Wall Inspection Type: Final Work Classification: Masonry Phone Number Parcel Number 1132060050150 Phone: 305 - 892 -6507 Building Department Comments NEW 2 WOOD GATES ON THE SIDES OF THE HOUSE. 5 FEET HIGHT Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 01, 2010 For Inspections please call: (305)762 -4949 Page 2 of 22 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 860 92 Street Miami Shores, FL Owner Information Parcel Number Expiration: 09/14/2010 Applicant Address CAROLYN A COOPER 1132060050150 Block: Lot: 860 NE 92 ST MIAMI SHORES FL 33138 -2909 CAROLYN A COOPER Phone Cell Contractor(s) ARCO CONSTRUCTION Phone 305 - 892 -6507 Cell Phone lag Valuation: Total Sq Feet: Approved: Comments: Date Approved: : Date Denied: Type of Construction: Masonry Classification: Residential Additional Info: MASONRY WALL & GATES 5 FEET r Fees Due CCF Education Surcharge Notary Fee Permit Fee - Concrete & Masonry Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $5.00 $200.00 $6.00 $2.40 $215.80 Pay Date Pay Type Invoice # FVN -3 -10 -37329 06/16/2009 Credit Card 03/19/2010 Check #: 3365 Amt Paid Amt Due $ 50.00 $ 165.80 $ 165.80 $ 0.00 $ 3,000.00 20 Available Inspections: Inspection Type: Final Foundation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 19, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ,- Phone # O �� c2cf� 6;*6S-03-- Owner's Address yo o'? City (1. /1,1 State Zip 5-S r g. '°1> Tenant/Lessee Name Phone # Email 0 2i BY: Permit No. O)OOJ Master Permit No. Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO X 60 /4c-9z Flood Zone Contractor's Company Name C c Go-- 54 f of.)-c,r) Phone # .-3 ----N? 52 4,c-07 Contractor's Address _, r Ur 1 City State I �� Zip- ��} ! � Qualifier Name j ll ' Phone # 1 State Certificate or Registration No'` GC, i' 0, „.) C3 Contact Phone E -mail Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ '® G 0 Square / Linear Footage Of Work: �22 Type of Work: ['Addition ❑AlterationTew ❑ Repair/Replace ❑ Demolition Describe Work: /2.>4 4 ,yam d-T is Submittal Fee $ Permit Fee $ Notary $ Z • 00 Scanning $ CO' n0 Radon $ DPBR $ Bond $ Double Fee $ Violation date: t �c Structural Review. $ Total Fee Now Due $ 1 (. J Training/Education Fee $ �'�QK--/ CCF $ \ • sO CO /CC $ Technology Fee $ sib See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address '— City State Zip Mortgage Lender's Name (if applicable) i / ll Mortgage Lender's Address �' /, City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature g614-(12" aete9 Owner or Agent V C The foregoing instrument was ac owledged before me this The oreg�� i g in ttrrument was day o�, 2010 , by �0/ K LGO , day o , 20 who is persgnally-known to me or who has produced who is personally t� As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: l Y PUBLIC.sTATR OF PLORTDA San ,..,1 D. Hart on #DD867559 TEMITLIMITICHOMIGULINC. e or who has produced as identification and who did take an oath. My Commission Expires: APPROVED BY V.ff::F',D Plans Examiner Zoning Engineer (Revised 07 /10 /07XRevised 06/10/2009) 37y 0 Clerk checked BUILDING PERMIT; APPLICATION FBC 2004 N ) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. tU latZ Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) La JUN 1 6 2049 Al!' Phone ,,i'o • 1 "-) • 413) Owner' ddre$s Chtyt Tenant/Lessee Name P Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami • ade Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name State Certificate or Registration No. Phone Architect/Engineer's Name (if applicable) State 1p ompetency No. Value of Work For this Permit $ g• Square / Li Phone # 30S' 505 r Footage Of Work: Type of Work: DAddition ['Alteration Describe Work: Repair/Replace ❑ Demolition 5 U k& CC..' * * * * * * * * * * * * * * * * ** bmitttal'`Fee * * * * * * * * * * ** s * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * ** Permit Fee ', CCF $' Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ ,...%Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --, — Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and all work will be done in compliance with all applicable laws regulating construction and zoning. i "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (4-116(9-e Signature wner . r Agent Contractor The fore oing instrum-ent is ac owled: . before me is I (0 The foregoing instrument was acknowledged before me this day of , ,'20 by �L,`. K., 14. day of , 20 _, by who is identification and who did take an oath. as identification and who did take an oath. NOTARY LIC \' t* NOTARY PUBLIC: .0.:., Sign: ��8� ��p'U1 ®;��'Si gn: 0��.0 Print: 1, s.•..�.,s�Ca i`�e� Tint My Commission Expires: a My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) e9ider4/./Src%7 bt) 7 `((0 Plans) Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: c_.��[,l . �' DATE: /.2 ADDRESS: Zei 4 4fi Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; f f(irther understand that I as the owner must'3ppear in arson to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to thelaw? The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial e--14 r L 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or licinse numbers on permits and contracts. Initi 4. I understand that I may build or impreve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that, I built or substantially improved it for sale or lease, which violates the exemption. . 1 understand that,..as the owner-builder, I must provide dint, onsite supervision of the construction.. J understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license' required by law and by county or 7unicipal ordinance. Inita Initial 7. I understand that ft is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 0-1 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial l./A 1 l.J 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, _and zoning regulations. • Initial 6/4-e---4 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// www. mvfloridalicense .com/dborlpro /cilbfindex.html Initial 11. I am aware of, and consent to; an own builder building permit applied for in my name and understands that I am the party legally and financially responsiftle_fgr e proofed construction activity at the following address: c76o `7 e o2-1yj'��I Initial - 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information t I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20_ B 1 v1 --who was personally known to me or who has Produced there License or tentification. C O 0,04/VW it WNER D Ce NOTARY © � `'A VC rbi11OS f""°,-„ Coms3°#7)15717,23 � 2011 EP. 23, SONDE O TintIT /agroe NPFd9G'i6 6©.,1NG. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 � 1013 Inspection Number: INSP- 147861 Permit Number: WS -6 -09 -1006 Scheduled Inspection Date: July 07, 2010 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060050150 Phone: 305 - 892 -6507 Building Department Comments INSTALLATION OF A NEW SINGLE FRENCH DOOR Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc July 06, 2010 For Inspections please call: (305)762 -4949 Page 22 of 26 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Project Address 860 92 Street Miami Shores, FL Owner Information Expiration: 09/14/2010 Address 1132060050150 Block: Lot: CAROLYN A COOPER Phone CeII CAROLYN A COOPER 860 NE 92 ST MIAMI SHORES FL 33138 -2909 Contractor(s) ARCO CONSTRUCTION Phone 305 - 892 -6507 CeII Phone Valuation: Total Sq Feet: $ 2,500.00 0 Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Permit Technology Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $110.00 $0.00 $60.00 $60.00 $12.00 $2.40 $246.80 Pay Date Pay Type Invoice # WS -6-09 -35115 03/19/2010 Check #: 3365 06/16/2009 Credit Card Amt Paid Amt Due $ 196.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 19, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. "V v O"H 00(0 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 1U1�� ia MAR 21 Permit Type: BUILDING ROOFING l,� Owner's Name (Fee Simple Titleholder) Ca--( r.,, + Phone # �C qz Owner's Address ksib /JP 9 City r( _ �r'j� -t- State Tenant/Lessee Name Email Zip Job Address (where the work is being done) City Miami Shores Villa a County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name [,,, C� v' (P-f .+ , Phone # ?� e4 S'---- 5 '� 6 7- Contractor's Address 1 c S_' d 7_-r , City /kJ Ik ' , v tc. State FL— Zip 1 g 1 Qualifier Name /P '€$ „�, , A---. Phone # Phone # 8bo'.egz State Certificate or Registration No. C. 1" try S/ 6,-3 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 0 Type of Work: ❑Addition Alteration ❑New Describe Work: Square / Linear Footage Of Work: El Repair/Replace El Demolition ** * * * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ //a CCF $ 1-1c0 Notary $ 1 Training/Education Fee $ ()Cop n Scanning $ I O& 00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ &Q era Coe; °° _fJc S Technology Fee $ 410 Bond $ Total Fee Now Due $ 1 U(O *S See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 6,4 (j es,, Signature er or Agent , The foregoing instrument was acknowledged before me this T The forego' g ins ent was a day ox L(� , 20 ED , by LIl�V b%+1 ®CO , day o , 2010 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: IIOT+ABYPQBLIC,STATEOFFWR1?A Sandra D. Hart My Commission Expir - Commissj #DD867555 Fapirts: APR. 02, 2013 A03v1MTHevnTLA/ CkjQi9ul O * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY who is p ly nolaca_te -me or who has produced as identification and who did take an oath. Y PUBLIC: NOT Sign: Print: My Commission Expires: s 4 1 ' c13' S�G y4 as * *, ******** k******** **** ***Fr*3:de3e* ** *k &9e:F3e***Y:e:F *3t,Y3: ** ' ************ Plans Examiner Engineer (Revised 07 /10 /07XRevised 06/10/2009) Zoning Clerk checked Wig I �1 Me�30` J BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 c.1I.©q PERMIT APPLICATION 7 r FBC 2004 Permit Type (circle): Buil . • Roofing Owner's Name (Fee Simple Titleholde Owner' 1 �dpdrre�ss� ((0,0 l 4t / Cit S State Tenant/Lessee Name MaEwM JUN 1 6 2009 J1J1 Y: a00000�...�000000 Permit No. W S6 i- Master Permit No. R Q O01-10i3) Job Address (where the work is being done) &QQ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # l �o��Q r O " 0, S(.u� Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 1-1-0k) Oak-- City State Zip Qualifier Name Phone # State Certificate or Registration No. Ce icate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type o f Work: ❑A Describe Work: ition Phone # iS • t/ • j onSquare / Linear Footage Of Work: ❑Alterat • n ❑New U t p �c JUN1 6 tr ** *+x//�x��*�x *�*** x:x�:�x *+��: � *** * *** *: * **** Fees* ********** ** * * *:x�x�x** ** * * * *** * * * * *** * *� **** Submittal Fee $ 00 Permit Fee $ ��0 CCF $ ❑ Repair/Replace ❑ Demolition Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ - .Zoning $ Bond $ Double Fee $ Structural Revie . $ kd• v° `f' (O r » r. T /20, oo Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature LhAL II Owner or Agent Signature @// Contractor The for oing instrument was a owled . before e is The foregoing instrument was acknowledged before me this y day o 1 , 20 by - i a V 0 (day of , 20 _, by who is +ersonally known to me or who has produced ..1t_ who is personally known to me or who has produced • 'f4identification and who did take an oath. as identification and who did take an oath. �'�� Sign: - / ,r �?.. ,t4iy Print: J ' Oito,s'�'O� `� My Commission Expires:" ********************************4 4************************************* **** ** * * *** *** * * ******* ** *** NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: yl2,14. or ),.bt �. . Plans Examiner Engineer Zoning (Revised 07/10/07) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT c ' :1�♦ DATE: /1; z`J Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial C/--4—C.1 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 044e...-, 3. I understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner-builder, I must provide direct, onsite supervision of the construction. Initial /�� 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. _ Initial e 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbor/oro/cilb/index.html nd Initial ��/ A 1.�+ 11. I am aware of and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible fore pro • • . ed construction activity at the following address: Initial Cd` e" 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. �/ ►�1 Initial�L Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 01- day of 6J , 200 who was personally known to me or who has C-11"(XNgt NOTAR NOVit ,.aa�o `iD7� 2011 wow Cosa> sBP..3, an a,y pule Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. C9'— JCt 1,3 Job Name £ 7t1Gr -X Date 2NP 1?Eva� �r STRUCTURAL CRITIQUE SHEET ?/.4./0? ,76-4 Ca4V rikid cc/ozo- ak_CCo.1) C43,271/ 1 /;7V( T•S.1S 4 l•(., apt. Jb 3 Siva 4 521 4 GAS' pro), -iJa ( on your fep- span S.eS. to prey 1U air d✓oc I . A p ori S I. f c4 >I O� Maki riva 4 Wail frozen cdh/Me/togsM (511• Sho1 gii(L) -Ctoerts 14Co /e- ✓ L/ )eC id foe/ di SA. C3.01 9)1.e Gam pl e der)' b c- 5p4.(41) 42" re'airty 1414444L hp,0 3 pe/;;P 9u w Ql/- Gvurses), e*, � /A Sa e ACC) �� -9 / T BUILDING CODE c'OAIP1.IA f10E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCOA) Jeld - Wen 3250 Lakeport Blvd. Klamath Falls, OF (176m SCOPEI This NOA is being issued under the applicable rule,siand regulations governing the use of construction materials. The documentation submitted has been reviewed byb$Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority iii ,,, MAR v: 2010 MMMMMMMM 000,1106.60 -IL \MI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST F I .tGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 1.30) 375.2901 FAX 0651375-29N w w w.huildingcodeonline.com thority Hating Jurisdiction (AHJ). This NOA shalt not be valid after the expiration fete stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ On 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 ';r material within their jurisdiction. I3ORA reserves the right to revoke this acceptance, if it is determined by Mia iii -Dade County Product Control Division that this product or material (fails to meet the requirements of the applicable building code. This product is approved as described herein, and ha .;been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "6-8" Outswing" Glazed Steel Door LMT. • • '••••' • APPROVAL DOCUMENT: Drawing No. JW05O9=43.01, titled "impact Glazed Steer ! oot:Outswtng 6: -8" Lip ' • Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, .'nc., dated 09 /06 /05 with revision ''g O4,OS/ "' r sealed by, James J. Dobrowski, P. E., • '. r • 1 Wed an bearing the Nitati Dade County Product Control t m •valrrsa�m�ps the Notice of Acceptance number and approval date by the Miami -Dade County Produc t stei11, . MISSILE IMPACT RATING: Large and Small Missile Impact +•• • LABELING: Each unit shall bear a permanent label ith the manufacturer's Warne •••• '• �•• • following statement: "Miami -Dade County Product Chtrol Approved", unless oth rt *�e `" • 11 � � took: eft}l �,. ' RENEWAL Uf this NOA shall he n.,.,r:rlere d ,.t•.,... Abe n - - ��•••�aS.. a. ea after u renewal application has been It t Xl i3 re ?be • • • • aft CH) • change in the applicable building code negatively affe,ting the performance of this u • • TERMINATION of this NOA will occur after the expiration date or if the.,, ,,,,,, been a revision ision o change ,,, the materials f use, and/or manufacture of the product or p ess. • Misuse of • this NOA as an endorsement of any product. fur sales, advertising or any other purposes stall automatically terminate this NOA. Failure to comply with any Section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded b' the words Miami -Dade County, Florida, and followed by the e�rpirition date may he displayecii in advertising htk#rature. f ,iny portion of the NOA is displayed. t he done in its entirety. � then it shall i INSPECTION: A copy of this entire NOA shall be prpr ,It'd to the user by the manufacturer or its ,fistributors and ,hall he available Ii,r inspection 11 t1-)c joh site at Ih0. rl'tl,lr4 ill the Building Official. This NU.1 ennsists of this page 1 and e% it#enc+'s haw t,; i .=feel F . 2. ,ts �/lel] as approval docutnent mentioned tt,prc. I I he sulttetl hml documentation was re; owed by .Iainle p.;i,ttiti>rr, P :E. 1 No 05- 1215.111 fsp nn Date: .1fay 25, 2011 1l,prural Date: slay 25, 21)00 Page 1 • • Jeid -Wen, Inc. DICE OF ACCE DRAWINGS 1. \ianufacturer's parts and sections drawings. 2. Drawing No " "J%%0509 -03 -01 ", titled '`Impact Glazed 'steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6 of Vii, prepared by Jeld -Wen , Inc., dated 09 /06/05 with revision "B" on 04/08/06, signed and sealed by James J. Dobrowski , P. E. ANCE: EVIDENCE SUBMITTED 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 Re istant Test, per FBC, TAS 202 -94 4) Large Misfile Impact Test per FBC, TAS 201 -94 5) Cyclic Wiid Pressure Loading per FBC, TAS 203 -94 6) Forced En ,iy Test. per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certifi€i Testing Laboratories, Test Report No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed Jmes J. Dobrowski , P. E. Complies w ith ASTM E 1300-98 • • • • • • QUALITY ASSURANCE • • • • 1. Miami Dade Building Code Compliance Office t l3CCO). • •••• •••• • • MATERIAL CERTIFICATIONS i' •••••• •••••• • • 1. Notice of Acceptance No. 0340827.08 issued to Solutia Inc. filil lt;ar or 01oeed Interlayer " dated 03/04/04, e Airing on 03/04/09. • • • • 2. Test report No.J99006660 -O01, dated 04/08/99, for "Surface 3utni4 Cluaereoristid of Building Materials" per 4.'M E84 -97A for the Dylite Exp n g Ie Po %v rene, • • issued by Intertek Testing Service NA Inc. t • 3. Test report No..199006669 -00 , dated 04/08/99, for 'Test Method for Ignition Properties of Plastics. Proced e 13, Short Method" per ASTM D 1929 -91 for the Dylite Expandable Polystyrene. issued by Intertek Testing Service NA Inc. 4. Test report No.ATL61782.01 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metalli Materials- per ASTM E8 -01 for Steel Door Skin. issued by Architectural Testing, Inc. 5. Notice Of Acceptance No 03-0428.02 issued to OLB,L Inc. tdr " ODIL/Westcrn keflection Series Aluminum f itf#ared Lite Kit Assembly- Impact "' dated 07/25/05, expiring on 07 / ?8/ 10, . ,lninie 1). Gasccln, P.E. thief. Product Control Office NOA No 0S- 1215.01 Expiration late: May 25, 2011 .1ppruval late: May 25, 20116 e d" F.; G.; NOTICE OF A(-CEPTANCE: EVIDENCE St.:BNIITTED STATEMENTS 1. Statement Letter of conformance and letter of "No finaial interest" issued Jeld-Wen, dated 11/02/05, signed and saled by Steve Saffell ' 2. Statement Letter of conformance and letter of ''No fi Evans and Associates, Inc., dated 11/04/05, signed a ancial interest" issued by David d sealed by James Dobrowski, OTHER 1. Letter form the consultant, dated 0312406, stating that the product is in compliance with the Florida Building Co4 FBC). • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ve' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • Jaime D. Cascom P.E. (-hid. Product Control Office NO1 No 95-1215.01 Expiration Date: Nlay 25, 2011 ‘pproval Date: \ lay 25, 2006 • • • • • • • Steei VILAJO eix.re noaci iN.S4.0._4 7E0 ,57rEI _ Ci.)MPOisa. NTS iNC. 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O.J LAJTSWAi; fr Set 7.1014_ - ;errs\ ---r- , ± ' qi 4 .); • • • .4; aq • •• •-..)!1 • • • • Ar., .;; 79 • • r • • •1 4.0 • • • ro• • • • • • • • • • • • • • • SCRiP170/4 " Ka- „Am/9 ( 1 I/ 4"x 4 ji'16" FiNCLRJOJALIED—i54NL Pave _ 2 (1 _4"A 4 V764 FINGERJOINJED PNE I Pt 31i4: j4A" MtI sUrr t _i 1HAGE 1 2C,A ( 089 UN) ST 4 "9 5/5" pm:0PS FT-tA3 WOOD SCREW STEEL A 2 1/2" PH1LL/P5 FLATHEAD WO0D SCREA, STtEL 10 x 7 1/2-4 PHILLIPS FLATHEAD WOOD SCREW STILT:— kfutvr.at 7 1 ye A .3 PH■LLIPS FLAIAO WOOD SCREW 81 8A1" PHiLliPS PAN HEAD w000 SCREW 9 (OMR.< SS±ON wEATHERSTRP CO-LON COS-650 11 OUTSWING BUMP THRESHOLD (ENDURA) ASTRAGAL THROW BOLT, STEEL ROO, 5 16 x Idi ASTRAGAL BOLT STRIKE PLATE LOCATED i ON HEAD JAMB 14 16 Ga. 1 16 CROWN it 24 LONG SIAP;15 KWIKSET TITAN SERIES SOCK SERIES 40U KWIKSET TITAN SERIES DFADe3OLT SERIES 760 17 ENDURA ULTIMATE HURRICANE ASTRACAI Ia ASTRACAL BOLr STRIK PLATE ON BOTTOM SILL SITE' , I 1 . 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JAM:i • • .• • • • • • • • • • • •• •• • ---1 4 —1 Ii.t.4 r r SEE t...- I n.,. 4 r— —"" .4 ,.."' 4 r---- ----i ,.--7/.'-- k.> .. _-__,____ f _• _ _1-.... ! . / ' i 1 L I 1 ! 1 1 11 TYP C,I- Se-trET 1 itzt -. t 1 • • • • • • • • • • • O• i2.4 124 le 4 •""'" --**1 i.4 r•-- L- SEE 74 7. r-LAu ,J1-0,1d5 z StLiS Ar C)AE TO THE Sri/6' JAM6 tiSiNC (3) It cHOWki x 2" LONG STAPLES. • or• • *, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 01* • • • • • • • • • • • • 1 Arilrir---• At— •-4 — • • • • • • • • • • • •• •• • • • •• 1* • • • • • • • • • • • 7 DuLL ANCHORIN3 ;JA 1 \—SEE DETAk E. ShEET • 1/2 ? • ; • __I I 1 1 1 -!" J/e A5T1ijf.A( NE ia,!^,i1,k THHCSmoi.D/A•Asurair DETAIL E3 #==olowasso 111::.1; HCLL OCEP 3/8" A;ifiacou_ t(1FAlMJ cr th•ii setec.p/mas4ataRy 1— ,V4 • bet}, ty 1 i •• •j• • i • • • • j•• al Oq ---.—............-.... ii'li • '...—°"•''•-,-0-- ---10 • • ' • • • • • • • • •I • • • !'. • .1 • •• ••• •• • • • •• — ',A' • T A".z • • • Ns> • • • dr- • • • • • • !!!,:,4:aallbr • • • • • •„, ; • • •46 • S. • • • • -r„,,70,4,--Ast,e,,,•• did go •••FA • • DETAIL c Asimi: 1/2 1/4 J/4 GiAS,S (r'i_AZif;\i' (.2; iDETA.1 INSULATE& 47,EASS, talvi I • • • • • • • • • • • • • • • • • 0 • • • • 0 • • • • •• •• • • • •• •• • • • • • • • • • • • f A (1a,-; , 1/2" iNt AY. 1,Cr• SL4. - flti AhilNLALE:ii J. • ,e„4„,,Lii-V0(4•••••.- • , !•cf. J., f Appn...4 amstoili woe. 7911.‘ • 4 4 , •,'^ --,•. _ • , + 1-*• — 4 " 1 PAR rirCia4-6*A.A, 606-1- r6 imsihk.4d 1 / ac.%,1-k&At., t■,.;; froX4 6063 - ALM TEs 1_ -i 9 " • le • • • • • • • • • • ****** • • • • • • • • • 1*--- 2.5" ---- _7 t;•' 66a " LMC ILr- & TOP i4k Fr) --•J • -^ • -• 7 3/4 • • • • • • • "--C-111-111--•• • • • 1 cs4 * * • • • • • • • • ( • • • • t;r„ . • • • • 40 • \ 1 2 t t 1.)4E • • •* • • • • • • • • • , ** • • • • • .—• • • - - ----- - • • • • • • • • • •• • • • • • • • • • • • • • • • • • 1 At ut.ii Num tro63 7.5 I mizol -L.14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) at, vote Cjco V Co 6 reek- Owner's Address City Tenant/Lessee Name Email State L a An 1 2 ?A BY : ..................... Permit No. ‘..DS Master Permit No. Phone # Zip Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address, r l City 0 . jO,QJ .A State �`- Zip R r Qualifier Name ' le, J Y} e>,,,, Phone # 6`� 0 c/ c 2 -C co 7 State Certificate or Registration No. Ca 5 16ertificate of Competency No. C I S' ® Contact Phone E -mail Phone # ek County Miami -Dade Zip NO Flood Zone A f -0 ff-1-0.uO oc, (0 Phone # (cs) g Architect/Engineer's Name (if applicable) Z CUM �et Gj � Phone # C% as) q ( Value of Work For this Permit $ Type of Work: DAddition Describe Work: 62 Square / Linear Footage Of Work: ['Alteration DNew Repair/Replace ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * ** Submittal Fee $ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Permit Fee $ * * * * * * * * * * * * * * * * * * ** CCF $ Training/Education Fee $ * * * * * * * * * * * * * * * * ** Structural Review. $ 17 04 Ui Violation date: CO /CC $ Technology Fee $ Bond $ Total Fee Now Due $ See Reverse side -a Bonding Company's Name (if applicable) / f Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ° Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction: I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign Owner or Agent Contra or The foregoing instrument was acknowledged before me this The foregoing instrument as ackno ledged before me this day of ,20_,by , day of ,20_,•y who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY 77b1 *` 2 3/f ° f rq G $pans Examiner Zoning ale Or / ic) Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009)