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1124-1126 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Certificate of Occupancy I I Z --I- a -Het fit, - Slab / ^I Tie Beam G 5- z Z-7 I Footing Slab / ^I Tie Beam Lintel Nailing/ Sheathing Framing Insulation Building Final Drainage Inspection: Pool Permit # Roofing Permit # Fire Inspection: Failed Inspections: ELECTRIC Tem .Power # . JEA _Release Date Temp. Power Letter Rec'd. . Temp Pole # JEA Release Date Rough JEA Release. Date Electric Final JEA Release Date Inspections: Steel Elec./Grounding Inspect: Nailing/Sheathing 11 MECHANICAL jj Gas Piping 11 Rough Mechanical Final Type Work: �—DPU� Phone # 24 l - l ZZz Phone Cg,x -7 Date Issued: 3 z -o5 PLUMBING o5- 7,177Z7 Underslab I q -.5-C>5 Water/ Sewer Rough/ Topout • l� �,�.} Plumbing Final 6 Final Final Final Date Paid: ��� r City of Atlai Building D( Certificate of This Certificate issued pursuant to the Florida Building Code certifying that was in compliance with the various building construction or use. For the fol Date: November 2152005 Owner: Beaches Habitat Address: 1124 Scheidel Court, Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-29727 _) cr cJ---" DON C. FOR C.B.O Building Official Post in a is Beach ent ancy juirements of Section 110.2 of the the time of issuance this structure ,rdinances of the City regulating wing-: is Beach, Florida 32233 space. Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE 13F OCCUPANCY WORKSHEET I Chs ,yA d' i d z� AS,- 2. 9727 2 Improvements to the above-described p E operty have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single -Family Reside ce ❑ Commercial Other: Lowest Floor Elevation: 12-5 Required 12. 7? As Built The following must be completed before issuing C ,rditcate of Occupancy: Department Date Notified Elate Approved Approved By FiFeDcpt- ; 1'7. s.:5- 11. 17 • D 5� h Public Works Planning Dept. O J' �Z!> Building Dept. I t a . d_T Final Survey with FFE LF`I Yes All Re -Inspect Fees Paid Yes ❑ No M No Graham Shirley From: Walker, Chris Sent: Thursday, November 17, 2005 2:441 To: Graham Shirley Subject: RE: 1124 and 1126 Scheidel Ct I just had Virgil go by there and inspect them. Everything is good. From: Graham Shirley Sent: Thursday, November 17, 2005 1:56 PM To: Kaluzniak, Donna; Walker, Chris; Carper, Rick; Matthews, G cc; Cunningham, Kerri Subject: 1124 and 1126 Scheidel Ct A final CO inspection has been requested for 1124 and 1126 Scl Beaches Habitat. He can be reached at 334 2278 Thank You Shirley Nodine, Phil; Deming, James; Lanier, Joyce Ct permit # 05 29728 & 05 29727 by Paul WI Odd 515� X008 x330 131 .8�5g M „�5.L5.90 N N zZ I co 00 N v, C mW z I O � 'TI I g� o �a J I mD �W I m NJ -40 1N3A3S 3 000 Erni F• _ �„=gin' y 50.LO S r 30 1HOI'd ,05 (a30 �dM —13GO 1 'OS N Z C7 ^ = VJ m 0 m U) r w� v0 D n A M QD 0 N m Un ;'C i rn n w O CO ;0O CMN v;u ;S 0 A 7r- C - 0 0 O s p I� m iii co C M D n S M 00 D (� v r=z mm0 Z O < M D 05- V) Or 20 -1 MDO C �m-4 o� Dom= Zrrlm aD �rN O z D rTi D C ar O D a?Z 00 D -n-no r 0 O Z D 0 Z r a �C PO D CA C)r-ij_ Z z a,. 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(D N O- n 0 0 ((DD 0 (� Q_ o p' Q 0-0 (_ O v c o Q Q 0 Q z -i Q .s P TOP CHORD TOP CHORD L A Z G 3 w n = /u� , V > :j m� own Z n(D D a 9� Z �000,-0 0 (D�NNQ QOQ�� O S(D O_O 22 .n D (D m Z —Z � �' (D n --4o 1 0 c •m 0 �} < Q�� Z (D -O (D (D Q_-;�- ' > D -0 N Z G 3 o = /u� , V G7 O iL7 � N * � O N SQ �� N L�•Q �c � �O :O - Q * � O - C SQ �� o L�•Q �c � �O S 0 n (D :3 (D _ O 0 �} < Q Q O (D Q S CD -O (D (D (D > D -0 O n (D (D Q <. N Q M S ^ (D O -- Q 0 n n Q S (D (D (D < y n CD 0- < Q (D (D O `^ Q O I Q �� (D Q� (D - r M O V• c Q o'(Q mO Q a -0-0 m m 0 �a Q- m m� - QUx < m° �� Q cD �� CD 0 oQQ n m - 3 s D _n Q m o O -, o O �0 0� -OC °.0 (D C5, WO �° (DO< °(D (xDo (Q� 3o �(D� NQ p ONO ��� Qo 3< X00 moN O n (D o c m co Q (D 3 .o o a�•Q c m (D Q Pm :7 Q �'m n Q O Q cD Qo Q 0 0 o Q N - �� N': Q — 3 : Q_ o Q D 6 <O n (� � N O `^ c� _. c 3 Q _ (�. (D O- n 0 0 ((DD 0 (� Q_ o p' Q 0-0 6- Q_ m c o Q Q 0 Q 0 Q Q .s m (12 D Q Q m Q Q_� p D m Q Q0 �� (O � o C)- Q� N Q S O Q Q o� W /��� 1y o D o. QQ D O`D QN O (DO QQ p'Oo Q � N (D Q T D (D 0 Q �t i3 O Z (D ( n (fJ L, .7 I HI _7 F"(, -,IUC C, Ej4GL_ CONTROLS F01'', THE AtPPLiCA.Tit i t .= WL' LOAL-) L)S Li" ILL) -- 4! 1 LOADS: Analysis is for a Header (Flush Beam) Member, Tributary Load Width: 1' Primary Load Group -Residential -Living Areas (psf): 40.0 Live at 100 % duration, 5 0 Dead Vertical Loads: Type Class Live Dead Location Application Commen Uniform(pif) Floor(1.00) 280.7 1053 0 To 4' 1" Adds To F02, F03 Uniform(plf) Floor(1.00) 261.8 98.2 0 To 4' 1" Adds To F06 SUPPORTS: Control L_ocz Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift[Total 1 Stud wall 3.50" 3.50" 1189 / 483 / 0 / 1672 2 Stud wall 3.50" 3.50" 1189 / 483 / 0 / 1672 -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Detail Dther Product Diagram is Conceptual. Custom Detail ustom Accessory Custom Detail �ustom Accessory Maximum Design Control Control L_ocz Shear (Ibs) 1535 -341 14933 Passed (2%) Rt. e Moment (Ft -Lbs) 1439 1439 31510 Passed (5%) MID Live Load Defl (in) 0.004 0.125 Passed (L/999+) MID Total Load Defl (in) 0.005 0.188 Passed (L/999+) MID -Deflection Criteria: MIN IMUM(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c lateral bracing is required to achieve member stability. Span 1 under Floor loading an 1 under Floor loading an 1 under Floor loading an 1 under Floor loading detailed otherwise. Proper attachment and positioning of ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has of been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTIT TION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzi g the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: J96278F Gc_yrighr ?003 by -us Joist, a Weyerh::cusur Business i, rk of T,u5 Joist. OPERATOR INFORMATION: Roger Seekman Builders First Source 6550 Roosevelt Blvd Jacksonville, FL 32244 Phone : (904) 772-6100 RogerSeekman@(904) 77248100.id 0- J 4 scde i.J•-_I. 10 REACTIONS (Ib/size) 8=195/0-3-0,5=195/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=-189/0, 1-9=-188/0, 5-10=-189/0, 4-10=-188/0, 1-2=-157/0, 2-3=-157/0, BOT CHORD 7-8=0/10,6-7=0/157,5-6=0/10 WEBS 1-7=0/197, 2-7=-118/0, 4-6=0/197, 3-6=-118/0 JOINT STRESS INDEX 1=0.18,2=0.12,3=0.12,4=0.18,5=0.13,6=0.18,7=0.18,8=0.13,9=0.00,9= NOTES 1) Recommend 2x6 Strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss V� attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 157/0 10=0.00 and 10=0.00 16d nails. Strongbacks to be Tnus Desi�7i Emgmeer: Larm_xue A, Paine, PE Florida PE No. 214'7 Builiex Fu:Y.']iltre - Flori&6 LLC 6 ASO Ro„'aev_it Blom. Tacksorr. i1L, FL 32244 December 10,2004 .iltt ria n ag - Vc fy design par -.met —d READ NOTES ON THIS AND INCLUDED MITEK RFFERENCE PA;F MII 7473 BEFORE USE,NAM , sdf 3�-cv t I �k corn 't. �_"£ This 5 s ba �? y : �n th { agamete s v .i fc d rid X31 b i n 1 or it Ih laded oared z III a Q i O IQ I� I \\ fp f j / I 3x4 = 3x4 81� 7� �. -- - - _ 2-5-4 - _.. I.. 3-11-0 --3x4 —� I--_-.-_ __--- -----_ -- 3x4 3-11-0 Plate Offsets (X Y): [4:6-1-8, Edge), [6:0-1 8,Edge] [7 0-1 8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 7 >999 360 MII20 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) it -0.00 7 >999 240 BCLL 0.0 Re Stress Incr YES Rep WB 0.08 Horz(TL 0.00 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 Matrix ( ) � Weight: 25 Ib LUMBER BRACI G TOP CHORD 4 X 2 SYP No.2D TOP C ORD Sheathed or 3-11-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT C ORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 8=195/0-3-0,5=195/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 8-9=-189/0, 1-9=-188/0, 5-10=-189/0, 4-10=-188/0, 1-2=-157/0, 2-3=-157/0, BOT CHORD 7-8=0/10,6-7=0/157,5-6=0/10 WEBS 1-7=0/197, 2-7=-118/0, 4-6=0/197, 3-6=-118/0 JOINT STRESS INDEX 1=0.18,2=0.12,3=0.12,4=0.18,5=0.13,6=0.18,7=0.18,8=0.13,9=0.00,9= NOTES 1) Recommend 2x6 Strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss V� attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 157/0 10=0.00 and 10=0.00 16d nails. Strongbacks to be Tnus Desi�7i Emgmeer: Larm_xue A, Paine, PE Florida PE No. 214'7 Builiex Fu:Y.']iltre - Flori&6 LLC 6 ASO Ro„'aev_it Blom. Tacksorr. i1L, FL 32244 December 10,2004 .iltt ria n ag - Vc fy design par -.met —d READ NOTES ON THIS AND INCLUDED MITEK RFFERENCE PA;F MII 7473 BEFORE USE,NAM , sdf 3�-cv t I �k corn 't. �_"£ This 5 s ba �? y : �n th { agamete s v .i fc d rid X31 b i n 1 or it Ih laded oared z 1x3 1x3 1 2 3 4 \\ / 1� 14 13 12 11 1x3 II Scale =I '.22.4 Simpson THA422 into Beam by others. 1-6-0 4-0-0 5-3-0 1 6-10-0. _- -1 _ { _ 9-4-0 _ _ 11-10-0 _ _ 13-4-0 13-4-0 Plate Offsets Y). [3:0-1-8, ]11-0-1-8, Edge] -_ - LOADING (pOso SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP 4 TCLL Plates Increase 1.00 TC 0.30 Vert(LL -0.09 10-11 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL -0.12 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(T) 0.03 8 n/a n/a BCDL 5.0 Code. FBC2001/ANSI95 _- (Matrix) Weight: 71 lb - -_ i - _ LUMBER BRACI�G TOP CHORD 4 X 2 SYP No.2D TOP C ORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recoml ended hanger connection based on manufacturer tested apacities and nail calculations. Conditions may exist th t require different connections than indicated. Refer to manufacturer publication for additional information. REACTIONS (Ib/size) 15=713/0-3-0, 8=720/Mechanical Hangei connection to be reviewed and approved by the Archite t/Engineer of Record. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-710/0, 1-16=-709/0, 7-8=-713/0, 1-2=-695/0, 2-3=-1601/0, 3-4=-1918/ 4-5=-1918/0, 5-6=-1607/0, 6-7=-692/0 BOT CHORD 14-15=0/37, 13-14=0/1297, 12-13=0/1918, 11-12=0/1918, 10-11=0/1873, 9-10 0/1303, 8-9=0/0 WEBS 7-9=0/921, 1-14=0/895, 6-9=-850/0, 2-14=-837/0, 6-10=0/422, 2-13=0/423, 5-10=-370/0, 3-13=-431/0, 5-11=0/61, 3-12=0/50, 4-11=-52/0 JOINT STRESS INDEX (( 1=0.82,2=0.43,3=0.20,4=0.05,5=0.19,6=0.43,7=0.83,8=0.25,9=0.93,10= .43,11=0.06,12=0.10,13=0.43,14=0.91,15=0.47,16=0.00 and 16=0.00 NOTES I 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I{[ 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Trus- Desi;pi Engineer: Lxr.7ence A. Paine, PE FL:)riia PE No. 214?5 Builder. Fiu_t"caarce - F1_,_ I3, LLC 6-=-_ -I R� o-;ev It Bhni. J. _l:>om. ille, FL 132244 December 10,2034 A.k Warnmg - Ve f des q- parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 EFFOPE USEWV 1 fib h den gn 's used uror ha paras 't<rs naO,,n fur 2n Inds vi �.i:d n� mro—nit i- a" 1 an ;�adP e t 1 e ,d v rh I ek r t, s. P t „� ' min- � 3 y 1-40� 1'8 Scdie: 1x3 II 1x3 II 4 1x3- 1 3x6 — 2 3 4 5 6 7 8 T j VV 17 0j zz i 16 15 14 13 12 11 10 91 Simpson THA422 into Beam by others. i 1E-0 4-0-0 _. .._6-1-2 - 7-8-2 _.. i_..- 10-2-2. -.. 12-8-2 --... 14-2-2 14-2-2 Plate Offsets (X,Y): [8:0- 1-8, Edge], [10:0-1-12,Edge], [12:0-1-8, Edge], [13:0-1-8, Edge], [15:0-1-1 ,Edge],- [16:Edge,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.10 12 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.14 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 76 lb LUMBER BRACIN TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recomm nded hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require different connections than indicated. Refer to Manufacturer publication for additional information. REACTIONS (Ib/size) 16=766/Mechanical, 9=760/0-1-10 Hanger connection to be reviewed and approved by the Architect Engineer of Record. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-760/0, 9-17=-754/0, 8-17=-753/0, 1-2=-747/0, 2-3=-1747/0, 3-4=-2185/0, 5=-2185/0, 5-6=-2185/0, 6-7=-1752/0, 7-8=-747/0 BOTCHORD 15-16=-0/0, 14-15=0/1403, 13-14=0/2071, 12-13=0/2185, 11-12=0/2069, 10-11= /1401, 9-10=0/39 WEBS 8-10=0/962, 1-15=0/994, 7-10=-911/0, 2-15=-913/0, 7-11=0/487, 2-14=0/479,6-11=-442/0,3-14=-450/0, 6-12=0/158, 3-13=0/190, 4-13=-123/0, 5-12=-100/0 JOINT STRESS INDEX 1 =0.89,2=0.49,3=0.23,4=0.13, 5=0.10,6=0.22,7=0.49,8=0.88,9=0.50, 10=0. 2, 11 =0.49, 12=0.14, 13=0.22, 14=0.49, 15=0.95, 16=0.26, 17=0.00 and 17 = 0.00 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3 16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard I Trr,3 Deign Erigmcer: Lw.vieme A. PiirW, PE _ FLjridi PE No. 214?5 Eaaildem First'o irra - F :a-vI , LLC =,5i F_o ,4ev-elt E ,.71 Tick; iv il1c, FL 32244 December 10,2004 jlk Warning Verify design parameters and READ NO ES ON THIS AND INCLUDED MITEK REFERENCE PAGF Mli 7473 BEFORE USE E, Th--Jes,in is paced .l :.,n t 7 w p tha pn neter sh w is 7 d c. al ra 7 n Inp.c tt Y .t s i t 1 e� ai lurid it vcr c a i r� x IAS ^,'Y M T coni nor. f nr.a d slq i err car _. - s rN Y "�i',:t sd»we5 U3 -- 1x3 !,I 1x3 II 4 .5� ZZo ' I 15 14 13 12 L% Is 7 Q Simpson THA422 into Beam by others. G i - 1-60 _. _i.. 4-0-0 6-2-8... - 1 798._-.. 1 10-3-8 12-9-8. -14-3-8 14-3-8 Plate Offsets (X,Y): (10:0-1-1 2,Edge], [12:0 1 8,Edge], [110-1 8, Edge], [15 0 1-12 Edge] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) 0.10 12 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) 0.14 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 i Code FBC2001/ANS195 (Matrix) Weight: 76 lb LUMBER BRACIN TOP CHORD 4 X 2 SYP No.21) TOP CH RD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.20 BOTCH RD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that equire different connections than indicated. Refer to manufacturer publication for additional information. REACTIONS (Ib/size) 16=766/0-3-0, 9=772/Mechanical Hanger connection to be reviewed and approved by the Architect/ ngineer of Record. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 16-17=-761/0, 1-17=-761/0, 8-9=-766/0, 1-2=-755/0, 2-3=-1767/0, 3-4=-2222/0, 4=-2222/0, 5-6=-2222/0, 6-7=-1772/0, 7-8=-752/0 BOTCHORD 15-16=0/39, 14-15=0/1415, 13-14=0/2097, 12-13=0/2222, 11-12=0/2095, 10-11= /1417, 9-10=0/0 WEBS 8-10=0/1002, 1-15=0/973, 7-10=-924/0, 2-15=-917/0,7-11=0/493, 2-14=0/490, 6- 1=-450/0, 3-14=-459/0, 6-12=0/173, 3-13=0/194, 4-13=-121/0, 5-12=-108/0 JOINT STRESS INDEX 1 =0.89,2=0.50, 3=0.23,4=0.13, 5=0.11,6=0.23,7=0.50,8=0.90,9=0.26, 10=0.9, 11 =0.50, 12=0.16, 13=0.21, 14=0.50, 15=0.93, 16=0.51, 17=0.00 and 17 = 0.00 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 6d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Tr -us Liesizn Engmieer: L-wonime A. Paine, PE F1 rv3a FE No. 214^� E>�i13er:: Fusto».tLe - Flondi LL�:v o U F:oose Telt Eb,>d. T.aclsom. lle- FL 32244 December 10,2004 AlkWaWarning verify design parameters a d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11-7473 BEFORE USE 7 Amo ne ,that ,ta wr' �II� n r tf, di 'Y, co—oc.ors_ _.. � ar I �.3 c^S 3x6 � o 10 9 Simpson THA422 into Beam by others. G i - 1-60 _. _i.. 4-0-0 6-2-8... - 1 798._-.. 1 10-3-8 12-9-8. -14-3-8 14-3-8 Plate Offsets (X,Y): (10:0-1-1 2,Edge], [12:0 1 8,Edge], [110-1 8, Edge], [15 0 1-12 Edge] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) 0.10 12 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) 0.14 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 i Code FBC2001/ANS195 (Matrix) Weight: 76 lb LUMBER BRACIN TOP CHORD 4 X 2 SYP No.21) TOP CH RD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.20 BOTCH RD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that equire different connections than indicated. Refer to manufacturer publication for additional information. REACTIONS (Ib/size) 16=766/0-3-0, 9=772/Mechanical Hanger connection to be reviewed and approved by the Architect/ ngineer of Record. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 16-17=-761/0, 1-17=-761/0, 8-9=-766/0, 1-2=-755/0, 2-3=-1767/0, 3-4=-2222/0, 4=-2222/0, 5-6=-2222/0, 6-7=-1772/0, 7-8=-752/0 BOTCHORD 15-16=0/39, 14-15=0/1415, 13-14=0/2097, 12-13=0/2222, 11-12=0/2095, 10-11= /1417, 9-10=0/0 WEBS 8-10=0/1002, 1-15=0/973, 7-10=-924/0, 2-15=-917/0,7-11=0/493, 2-14=0/490, 6- 1=-450/0, 3-14=-459/0, 6-12=0/173, 3-13=0/194, 4-13=-121/0, 5-12=-108/0 JOINT STRESS INDEX 1 =0.89,2=0.50, 3=0.23,4=0.13, 5=0.11,6=0.23,7=0.50,8=0.90,9=0.26, 10=0.9, 11 =0.50, 12=0.16, 13=0.21, 14=0.50, 15=0.93, 16=0.51, 17=0.00 and 17 = 0.00 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 6d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Tr -us Liesizn Engmieer: L-wonime A. Paine, PE F1 rv3a FE No. 214^� E>�i13er:: Fusto».tLe - Flondi LL�:v o U F:oose Telt Eb,>d. T.aclsom. lle- FL 32244 December 10,2004 AlkWaWarning verify design parameters a d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11-7473 BEFORE USE 7 Amo ne ,that ,ta wr' �II� n r tf, di 'Y, co—oc.ors_ _.. � ar I �.3 c^S IAS FF —1I it i iii i - I i I i a i I �I i' ii j i l 0-0-7 I�� I Ivy Ivy j jt I -I I I �t TI T n — I I ' - ----------- Iv 0 ✓ 0 0,i 7C 0 0 0 - - _ - - 0-0-7 I�� I Ivy Ivy j 0-0-7 { c 1 ri1 4 ". -J z Q-�)I o NOTES: i f 1.) 2EFER TO H.B 9'(RECGMMENGti'IONS FOR HANDLING INSIALLA-;ON AND TEMPORARY DRACING.I Chi REFER -0 EX&NE'P.EP DRAWINGS FOR PERMANENT VR ACING REOUIR_D. 2.) ALL TR'J55E5 (INQJ7IN6 TR[, --EI) JNDER VA -LEY FRAML G) MUST DE GOVP'-ETELY 4 DECKED OF REFER TO DETAIL V105 FOR f MERNAT= DRA6[N6 REQUIREMENTS. f ..) ALL VACi-EYS ARE TO DE GO%V'- I ONALLY FRAME) D" SGILDER. E4.) ALL i2U55s5 ARE DE516NE7 `OR 2' o.G. MAXIMUM SPACM, UNLESS OTHERWISE NOTED, tI k 5.) ALL WAL'_5 5 -OWN ON ?LA6EUEN` PLAN ARE 60N51DERE TO DE LOAD DEARING, JNLES OTHERWISE NO -v7. 6.) 5Y42 TRD55E5 MUST DE INSTALLED WIT H ThE TO' BEING UP. tI t Z) ALL ROOF TRD55 HANGERS TO D� 51M'5ON HU526 GNLE55 OTHERWISE NOTED. A' FLOOR TRU55 HANGERS TO 5E 51MPSON kt! [ THA -22 UNLES OTHERWSE NO'ED. -- I ! F 8.) DEAM/HEADERILINTFL (HDR) f0 DE F„ MFI ED 5Y DL'ILOER. 4-0-o' 1Builders . FirstSource Gunnell -- ____ LEDGER —__.-__—______ SY42 COMECTION PHONE. -536-437-x5490 FAX 586-4"57-51G— JaGkS nville 06O1NO(T "2L55 �A ^ol.4IVO f t 25PYA!ION b m (Iss�PNO2G2 ,! OF EkIEXE� PFONE. 904-772-6'00 FAX 1104772-1975 Lake Git y P10NE: 336-755-63114 FAX: 386-755-7973 Sanford _rr,rPwa2oe ; o� rat �,vrassrrH', hrn euG-a _ "1 7X=7 tl 16 °z zs; PF'ONE 4117-322- 00-G 'AX J/ ,T.,7K. DEAGHES HADITAT UEA�1 .ckau;llss —_—, x.24 1126 FGHEIDEL COUU [_ v �.— iPS FirstSource Project Information for: J96278F Builder: BEACHES HABITAT Lot: 1124-1126 Subdivision: SCHEIDEL COURT County: DUVAL Truss Count: 9 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Roof (psf): NIA Wind Standard: N/A Floor (psf): 55.0 Wind Speed (mph): N/A Note: See the individual truss drawings for special load conditions. December 10,2004 Building Code:FBC2001 Engineer of Record: Jeffery K. Hulsberg, PE Florida �.E. License No. 33152 Address: 2955 Hartley Road #202, Jackso ville, FL 32257 Truss Design Engineer: Lawrence A. Paine, PE Company: Builders FirstSource - Florida Address: 6550 Roosevelt Blvd. Jackso Notes: 1. Determination as to the suitability of these truss components designer/engineer of record, as defined in ANSI/TPI 1-1995 2. The seal date shown on the individual truss component draw 3. The loads indicated on all referenced girder trusses are cons provided by Builders First Source-Jacksonville,FL and dated and basic load parameters/design criteria are to be reviewed Otherwise, the Truss Design Engineer's responsibilities are Ii # Truss ID Dwg. # Seal Date 1 F01 J1304092 12/10/04 2 F02 J1304093 12/10/04 3 F03 J1304094 12/10/04 4 F04 J1304095 12/10/04 5 F05 J1304096 12/10/04 6 F06 J1304097 12/10/04 7 F07 J1304098 12/10/04 8 F08 J1304099 12/10/04 9 FKW J1304100 12/10/04 la P.E. License No. 21475 LLC le, FL 32244 the structure is the responsibility of the building :ion 2.2 igs must match the seal date on this index sheet. ,tent with the truss placement plan numbered J96278F 2-01-2004. Loads applied by non -truss elements ind approved by the Engineer of Record/Building Designer, cited as stated in Chapter 2 of ANSI/TPI 1-1995. i-85 LF OF 15 - HDPE ® 0.19% i -v,,v - ^-t VVI" I.RC IC MONUMENT (LB 3672) a tea, x BOT = DHW �A (SCS) = D H W 25yr (scs)= -X x X X ----X X -X X -X x----- 1` III-VNmmnTv s9 � 10 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Pelformance Method A Project Name: 2Story-4Bed-Duplex-l345sf Builder:Be Habitat Address: 1126 Scheidel Ct. Permitting Office: At Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North I . New construction or existing New - 12.Coling systems 2. Single family or multi -family Single family - a. C4ntral Unit Cap: 25.7 kBtu/lrr _ 3. Number of units, if multi -family 1 _ I SEER: 12.00 - 4. Number of Bedrooms 4 - b. NIA - 5. Is this a worst case? No - - 6. Conditioned floor area (ft') 1345 ft' c. NA - 7. Glass area & type Single Pane Double Pane - - a. Clear glass, default U -factor 0.0 ft2 114.0 ft' - 13. Hating systems b, Default tint 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap: 30.0 kBtu/hr - c. Labeled U or SHGC 0.0 ft, 0.0 ft, HSPF: 7.80 - 8. Floor types - b. N A - a. Slab -On -Grade Edge Insulation R=0.0, 88.0(p) ft - - b. N/A - c. N A - c. N/A - 9. Wall types - 14.H t water systems a. Frame, Wood, Exterior R=11.0, 1030.0 ft' - a. E ectric Resistance Cap: 40.0 gallons - b. Frame, Wood, Adjacent R=1 1.0, 124.0 ft2 - I EF: 0.92 - c. N%A - b. N�A - d. N/A - - e. N/A c. C nservation credits _ 10. Ceiling types - ( R -Heat recovery, Solar a. Under Attic R=30.0, 677.0 ft2 - HP -Dedicated heat pump) b. N/A _ 15. VAC credits - c. N/A F-Ceiling fan, CV -Cross ventilation, (IF-Whole 11. Ducts - house fan, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _�Z-C-Mulfizone -Programmable Thermostat, b. N/A cooling, I Z -H -Multizone heating) Glass/Floor Area: 0.08 I hereby certify that the plans and specifica by this calculation are in compliance wit tt Energy Code. P PREPARED BY: Oce Stat Gle DATE: I hereby certify that this buildin as design compliance with the Florida Ener ode. OWNER/AG ENT: DATE: Total as -built points: Total base points: Is covered Re, Jone wltr of this is in con B EnergyGauge® (Version 0221 PASS 4690 ew of the plans and ifications covered by this elation indicates compliance the Florida Energy Code. reconstruction is completed )uilding will be inspected for pliance with Section 553.908 da Statutes. LDING OFFICIAL: rE: 2 - Z �' O RCPB v3.30) ti°��HE Sr9r�o OD W e FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 r i ADDRESS: 1126 Scheidel Ct., Atlantic Beach, FL, ( PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang .18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1345.0 20.04 4851.7 Double, Clear i W 1.5 4.0 9.0 38.52 0.81 282.2 Double, Clear j W 4.0 5.0 30.0 38.52 0.58 674.6 Double, Clear E 1.5 15.5 15.0 42.06 0.99 627.6 Double, Clear W 1.5 6.0 15.0 38.52 0.91 527.8 Double, Clear ( W 1.5 6.0 15.0 38.52 0.91 527.8 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 As -Built Total: 114.0 3791.7 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 124.0 0.70 86.8 Frame, Wood, Exterior I 11.0 1030.0 1.70 1751.0 Exterior 1030.0 1.70 1751.0 Frame, Wood, Adjacent i 11.0 124.0 0.70 86.8 Base Total: 1154.0 1837.8 As -Built Total: 1154.0 1837.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 4 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As -Built Total: 1 40.0 164.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 677.0 1.73 1171.2 Under Attic 30.0 677.0 1.73 X 1.00 1171.2 Base Total: 677.0 1171.2 As -Built Total: 677.0 1171.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 88.0(p) -37.0 -3256.0 Slab -On -Grade Edge In ulation 0.0 88.0(p) -41.20 -3625.6 Raised 0.0 0.00 0.0 1 Base Total: -3256.0 As -Built Total: r 88.0 -3625.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1345.0 10.21 13732.5 1345.0 10.21 13732.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 r i FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1126 Scheidel Ct., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 18581.1 Summer As -Built Points: 17071.6 Total Summer X System = Cooling Total X C X Duct X System X Credit = Cooling Points Multiplier Points Component Ra T Multiplier Multiplier Multiplier Points 4 (DM x DSM x AHU) 17071.6 1.0 0 (1.090 x 1.147 x 0.86) 0.284 1.000 5247.9 18581.1 0.4266 7926.7 17071.6 1. 0 1.081 0.284 1.000 5247.9 EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 IFLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS I Residential Whole Building Perform' ance Method A - Details ADDRESS: 1126 Scheidel Ct., Atlantic Beach, FL, PERMIT #: EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 I I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1345.0 12.74 3084.4 Double, Clear W 1.5 4.0 9.0 20.73 1.05 196.7 Double, Clear W 4.0 5.0 30.0 20.73 1.14 710.7 Double, Clear E 1.5 15.5 15.0 18.79 1.01 283.7 Double, Clear W 1.5 6.0 15.0 20.73 1.02 318.2 Double, Clear W 1.5 6.0 15.0 20.73 1.02 318.2 Double, Clear E 1.5 6.0 15.0 18.79 1.04 291.9 Double, Clear E 4 1.5 6.0 15.0 18.79 1.04 291.9 As -Built Total: k k 114.0 2411.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 124.0 3.60 446.4 Frame, Wood, Exterior 11.0 1030.0 3.70 3811.0 Exterior 1030.0 3.70 3811.0 Frame, Wood, Adjacent 11.0 124.0 3.60 446.4 Base Total: 1154.0 4257.4 As -Built Total: 1154.0 4257.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 40.0 12.30 492.0 4 i Base Total: 40.0 492.0 As -Built Total: 40.0 336.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 677.0 2.05 1387.8 Under Attic f r 30.0 677.0 2.05 X 1.00 1387.8 Base Total: 677.0 1387.8 As -Built Total: 677.0 1387.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points (� Slab 88.0(p) 8.9 783.2 Slab -On -Grade Edge Insu ation 0.0 88.0(p) 18.80 1654.4 j( Raised I 0.0 0.00 0.0 Base Total: 783.2 As -Built Total: t i 88.0 1654.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1345.0 -0.59 -793.5 1 1345.0 -0.59 -793.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 I I FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1126 Scheidel Ct., Atlantic Beach, FL, PERMIT #: BASE e AS—BUILT Winter Base Points: 9211.3 Winter As -Buil Points: 9253.3 Total Winter X System = Heating Total X Cp X Duct X System X Credit = Heating Points Multiplier Points Component Ra io Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9211.3 0.6274 5779.1 9253.3 1.0 9253.3 1. 0 (1.069 x 1.169 x 0.88) 0.437 0 1.104 0.437 1.000 1.000 4466.4 4466.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLhCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Perfor'nance Method A - Details ADDRESS: 1126 Scheidel Ct., Atlantic Beach, FL, PERMIT #: BASE CODE AS -BUILT WATER HEATING STATUS BASE Number of X Multiplier = Total Tank EF NL mber of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 40.0 0.92 4 1.00 2626.61 1.00 10506.4 its As -Built Total: 10506.4 EnergyGaugeTm DCA Form 60OA-2001 CODE COMPLIAN E STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Poi its + Heating + Hot Water = Total Points Points Points 7927 5779 10984 24690 52 8 4466 10506 20221 EnergyGaugeTm DCA Form 60OA-2001 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1126 Scheidel Ct., Atlantic Beach, FL, PERMIT #: i REQUIREMENTS 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIS Water Heaters COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. windowarea; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plE te; joints between exterior wall panels at corners; utility penetrations; between wall pan Is & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors wh ire a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations 4nd seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; pene rations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Fraine ceilings where a continuous infiltration barrier is installed that is sealed at the p rimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Ducts in unconditioned attics: R Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of flooravity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoor, dampers; combustion space heaters comply with NFPA, have combustion air. Insulation 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or ex�eeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must haVE covers (except solar heated). Non-commercial pools must have a pump timer. Gass a & pool heaters must have a minimum thermal efficiency of 78%. t Shower heads 612.1 Water flow must be restricted t no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical ec uipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R 6 min. insulation. HVAC Controls 607.1 Separate readily accessible ma ual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common wills -Frame R-11 or CBS R-3 both sides. Common ceiling & floors I 11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FL�CPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY BARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The higher the score, the more $fficient the home. , 1126 Scheidel Ct., Atlantis Beach, FL, I . New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ftl) 1345 ft2 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 0.0 ft, 114.0 ft' _ b. Clear - double pane 0.0 ft, 0.0 ft, - c. Tint/other SHGC - single pane 0.0 ft, 0.0 ft2 - d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 88.0(p) ft _ b. N/A c. N/A 9. Wall types _ a. Frame, Wood, Exterior R=11.0, 103 0. 0 ftz _ b. Frame, Wood, Adjacent R=11.0, 124.0 ft' _ c. N/A _ d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=30.0, 677.0 ft2 _ b. N/A _ c. N/A Il. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft _ b. N/A 12. Coolingsystems a. ntral Unit b. A c. A 1 13.Hating systems a. Electric Heat Pump b. N A c. N A 14. H t water systems a. E ctric Resistance b. NIA c. Conservation credits ( R -Heat recovery, Solar HP -Dedicated heat pump) 15. H, AC credits (C F -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, P -Programmable Thermostat, Z -C -Multizone cooling, 1 Z -H -Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency C Ae For Building Construction through the above energy saving features which will be insta led (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. i Builder Signature: Address of New Home: Date: City/FL Zip: *NOTE: The home's estimated energy performance score is only availably This is not a Building Energy Rating. If your score is 80 or greater (or 86 Your home may qualify for energy efficiency mortgage (EEM) incentives i Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy G6 inf n-nuttion and a list ofcertified Raters. For information about Florida's Construction, contact the Department of Community Affairb_qftr9yUNersion: FLl Cap: 25.7 kBtu/hr SEER: 12.00 Cap: 30.0 kBtu/hr _ HSPF: 7.80 Cap: 40.0 gallons _ EF: 0.92 yo1TaE srdT�o� through the FLA/RES computer program. (or a US EPA/DOE EnergyStarT"' esignation), you obtain a Florida Energy Gauge Rating. ige web site at www.fsec.u(f edu for Energy Efficiency Code For Building v3.30) Beaches Hal P. 0. Box 50 Jacksonville Beach, 3 _4 ala -tions Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904)249-8251 Friday, January 14, 2005 Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Indoor Neptune Beach, FL 32266-1798 30 Project Report General Project Information ft. Project Filename: C:\Elite\Rhvacw\Projects\Beaches Hz Project Title: 1126 Scheidel Ct. Designed By: Ocean State Heating & Air Conditioni Project Date: 1-14-05 Client Name: Beaches Habitat Client Address: P. O. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditic Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Company Comment: Design Data Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Elite Software Development, Inc. 1126 Scheidel Ct. Page 2 itat\2Story-4Bed-Duplex-1345sf.rhv Outdoor Jacksonville, Flo Indoor Medium 30 Degrees 26 ft. 0.999 Difference 1.000 0 1.000 72 1.000 Summer: 94 1.000 50 Elite Software Development, Inc. 1126 Scheidel Ct. Page 2 itat\2Story-4Bed-Duplex-1345sf.rhv Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 i 75 48 Check Figures Total Building Supply CFM: 910 (5.1 AC/hr) Square ft. of Room Area: 1,345 Building Loads Total Heating Required With Outside Air: 22,618 Btuh Total Sensible Gain: 19,995 Btuh Total Latent Gain: 3,492 Btuh Total Cooling Required With Outside Air: 23,487 Btuh FM Per Square ft.: ware ft. Per Ton: 0.676 622 .618 MBH 85 % 15 % 1.96 Tons (Based On Sensible + Latent) 2.16 Tons (Based On 77% Sensible Capacity) Notes I Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vey. Be sure to select a unit that meets both sensible and latent loads. ^ � r i • � ISI Ire _ _ • . _ . _ I r� _ _ _ I _ _ _ I I _ I_ ' i _ a\ n n . _ _.. A I7 _ J r1..._ I _ , . 4 n A r - Z I l.... r -: J -.. 1............. 4 A n rN n r I n . 1 A A R A Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Total Bui/ding► Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 161, Summer CFM: 72 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: Total Building Load Totals: Check Figures Total Building Supply CFM: 910 (5.1 AC/hr) Square ft. of Room Area: 1,345 Building Loads Total Heating Required With Outside Air: 22,618 Btuh Total Sensible Gain: 19,995 Btuh Total Latent Gain: 3,492 Btuh Total Cooling Required With Outside Air: 23,487 Btuh Notes Elite Software Development, Inc. 1126 Scheidel Ct. Page 3 Area Sen Lat Sen Total Ouan Loss Gain Gain Gain 114 3,306 0 7,006 7,006 40 752 0 424 424 1030 3,706 0 2,094 2,094 124 245 0 178 178 677 893 0 961 961 88 2,851 0 0 0 11,753 0 10,663 10,663 5 1,150 1,500 2,650 0 3,000 3,000 0 0 0 3,770 0 3,333 3,333 7,095 2,342 1,499 3,841 0 0 0 0 19,995 X 1.00 22,618 3,492 19,995 23,487 FM Per Square ft.: 0.676 Square ft. Per Ton: 622 22.618 MBH 85 % 15 % 1.96 Tons (Based On Sensible + Latent) C 2.16 Tons (Based On 77% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. - -•.. -• ... .�., •.. ,�r. r.._.... �n__i n..._i_.. rn�r_tt..l.... r-�.J .... 1..... ... ... iA nr%r%C -10.1A AAA LA, Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 161, Summer CFM: 72 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Load Totals: Check Figures Supply CFM: 910 (5.1 AC/hr) Square ft. of Room Area: 1,345 System Loads Total Heating Required With Outside Air: 22,618 Btuh Total Sensible Gain: 19,995 Btuh Total Latent Gain: 3,492 Btuh Total Cooling Required With Outside Air: 23,487 Btuh Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. Area Quan 114 40 1030 124 677 88 Sen Loss 3,306 752 3,706 245 893 2,851 11,753 3,770 7,095 0 Elite Software Development, Inc. 1126 Scheidel Ct. Page 4 Lat Gain 0 0 0 0 0 0 1,150 0 0 2,342 0 22,618 3,492 -FM Per Square ft.: Square ft. Per Ton: Sen Gain 7,006 424 2,094 178 961 0 10,663 1,500 3,000 0 3,333 1,499 0 19,995 X 1.00 19,995 0.676 622 Total Gain 7,006 424 2,094 178 961 0 10,663 2,650 3,000 0 3,333 3,841 0 23,487 22.618 MBH 85 % 15 % 1.96 Tons (Based On Sensible + Latent) 2.16 Tons (Based On 77% Sensible Capacity) E: ;i'4 „ i- ­ in '3nnr, If) -1 1 Ann Rhvac - Residential & Light Commercial HVAC Loads Clg Clg Ocean State Htg & A/C Clg Air Sens Lat Nom Neptune Beach, FL 32266-1798 Adj Sys Btuh Btuh CFM System I Room Load Summary CFM 3,331 137 Htg Htg Run Ruch Room Area Sens Nom Duct Duo No Name SF Btuh CFM Size Veil ---Zone 1--- 0 12 1.00 12 12 1 Kit/Dining 198 1,926 25 2-6 48, 2 Great Rm. 203 7,570 98 2-6 45 3 Bed 2 142 3,270 43 1-6 53 4 Stairs 85 1,062 14 1-4 13 5 Bath 1 84 0 0 0-0 81 6 Bed 4 126 1,848 24 1-7 46 7 Bed 3 126 2,315 30 2-5 50 8 M. Bed 170 2,522 33 2-5 49- 9 Stairs -Up 71 1,883 24 1-5 59 10 Bath 2 140 222 3 1-5 56( System 1 total 1,345 22,618 294 1 System 1 Main Trunk Size: 18 in. Velocity: 515 ft./min Loss per 100 ft.: 0.039 in.wg Cooling System Summary Elite Software Development, Inc. 1126 Scheidel Ct. Page 5 Clg Clg Clg Zone Clg Air Sens Lat Nom Adj Adj Sys Btuh Btuh CFM Fact CFM CFM 3,331 137 152 1.25 189 152 3,108 1,065 141 1.25 177 141 2,304 458 105 1.00 105 105 263 0 12 1.00 12 12 0 0 0 1.00 0 0 2,164 458 98 1.25 123 98 2,428 458 110 1.25 138 110 2,940 688 134 1.00 134 134 1,778 228 81 1.00 81 81 1,679 0 76 1.00 76 76 9,995 3,492 910 1,035 910 Cooling Sensible/Latent Sensible Tons Split Btuh Net Required: 1.96 85%/15% 19,995 Recommended: 2.16 77%/23% 19,995 P -kr J;4-\r-)1,..,,...AE3­;_^+_\ " AQnA-niininv-iWC,cf Latent Total Btuh Btuh 3,492 23,487 5,973 25,968 Frirlav Anniiary 1A 91111r, in -id AAA CITY OF ATLA 800 SEMIN ATLANTIC BEACI INSPECTION PHO DTIC BEACH �E ROAD FLORIDA 32233 E LINE 247-5826 Application Number . . . 05-0029727 Date 5/24/05 Property Address . . . . . . 1124 SCHEIDEL CT Tenant nbr, name . . . . . . DPLX 1345RAD/1387SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . 1117964 Owner Contractor ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 150AMP, 1PH, 4W, 240VOLT Sub Contractor BROOKS & LIMB GH ELECTRIC CO Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. BUILDING OFFICIAL P�id Credited Due ---------- ---------- ---------- �95.00 .00 .00 .00 .00 .00 95.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING 4 rSr`lr?' CITY OF ATLANTIC BEACH J ; ELECTRICAL PERMIT APPLICATION Date:I "7►� %J Property Address: ifI Owner:LLC bj Telephone #: 2 (- 1222 222Contractor: Contractor: KC Ct od ( - J (1(-') • Telephone #: p �S( Contractor Address: Fax #: Contractor Signature: Rece tacles In consideration of permit given for doing theork as a ribed imp accordance with the attached plans and specifi ations which are a the above statement, we hereby agree to perform said work in part hereof in ordinance and standards of good practice listed therein. and accordance with the City of Atlantic Beach Service: If other construction is uilding: New Building Type: ❑ Trailer ❑ Residence ❑ Temp. ❑ New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Or site, list the building ❑ Re -wire ❑ Addition Sq. Ft. ❑ Repair Permit number: Conductor Size AMPS: COPPER ALUMINUM Switch or Incandescent Breaker AMPS PH RAC W VOL=4 WAY Existing Service BELL TRANSFER. f CEILING KW -HEAT AMPS HEAT Fixed Appliances Air Conditioning Size AMPS g PH-1i RACE I W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets Motors 0-1 H.P. VOLTAGE PH NO OVER 1 H.P. PHS Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 800 Seminole Road . Atlantic B ch, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-584 http://www.ei.atiantic-beach.fl.us Revised 1/04 CONCEALED OPEN Rece tacles CONCEALED I OPEN Switches Incandescent Fluorescent & M.V. BELL TRANSFER. f CEILING KW -HEAT AMPS HEAT Fixed Appliances Air Conditioning 0.100 AMPS OVER H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTO Motors 0-1 H.P. VOLTAGE PH NO OVER 1 H.P. PHS Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 800 Seminole Road . Atlantic B ch, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-584 http://www.ei.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029727 Date 3/02/05 Property Address . . . . . . 1124 SCHEIDEL CT Tenant nbr, name . . . . . . r DPLX 1345RAD/1387SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . 117964 Owner Contractor ----------------- -------- ---------------- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 ----------------------------------------t- ------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc 13 FIXTURES Sub Contractor ADVANTAGE PLUMBING Permit Fee . . . . 126.00 i Plan Check Fee .00 Issue Date . . . . i Valuation . . . . 0 Fee summary Charged aid Credited Due ----------------- ---------- ---------- Permit Fee Total 126.00 126.00 .00 .00 Plan Check Total .00 00 .00 .00 Grand Total 126.00 126.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA BUILDING 'TSS Q'I - CITY OF ATLANTIC BEACH r t' PLUMBING PERMIT APPLICATION "l +n. :i /s /_, R 800 Seminole Road . Atlantic Beac , Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 -111- YNii• v, Property Address: % % Z%C- Owner: be4 C - , Telephone #: Z Contractor:Ly_ A� G� � 1 ,v� a' {=��T- �� " �Iht�� ) Telephone #: i`�` �.(� 4� Contractor Address: C �,� i�j (.j 1 Fax #: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, C� New list the tuilding permit number: ❑ Re -Pipe E Number of Fixtures: Z- Bath Tubs Showers 4 Closets l Shower Pans Dishwashers Sinks 1 Disposals t G Urinals Floor Drains i Washing Machine Z Lavatory E 1 Water Sewer e I Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 R 800 Seminole Road . Atlantic Beac , Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 -111- CITY OF ATLANTIC BEACH 800 SEMINC LE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . Owner ------------------------ BEACHES HABITAT ATLANTIC BEACH FL 32233 05-010029727 Date 3/02/05 1124 SCHEIDEL CT DPLX 1345RAD/1387SCHG TWO FAMILY RESIDENCE TO EE UPDATED 117964 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ----------------------------- Permit BUILDING PER --I------------------------------------ MIT .00 .00 Additional desc .00 .00 .00 Permit Fee . . . . .00 Plan Check Fee Issue Date 2/28/05 Valuation .00 117964 Expiration Date . . 8/27/05 ------------------------------ ---------------------------------- Other Fees CITRADON SURCHARGE .33 CAPI AL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 6.24 AB C NSTRUCTION SURCHARGE .69 STATE RADON SURCHARGE 6.38 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 490.00 WATER CONNECT/METER ONLY 85.00 WATE CROSS CONNECTION 35.00 Fee summary Charged P�id Credited Due Permit Fee Total .00 A Plan Check Total .00 Other Fee Total 2198.64 Grand Total 2198.64 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA BUILDING .00 .00 .00 .00 .00 .00 2 L98.64 .00 2.98.64 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA BUILDING CITY OF ATLANfIC BEACH BUILDING PERMIT APPLICATION 3"U314 (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) a `:1'�. Date: Job Address: _5 .4r.aEL 4 Owner of Property: r'4e„moe 1 i4 Address: F��, az erVlre�fe <.�r A4�7- • Legal Description: Block umber: Lot Number Contractor: ,84pAc.les !3 Telephone: fco�! Ly/ • j7. Z.Z„ Zoning District: State License Number: Contractor's Address: A -- A6,71 F v Telephone: OjI- Z ylr„JZ't.t„ Fax: 1710 Describe proposed use and work to be done: G arts} -f �. Present use of land or building(s): ✓ era'a J. ?, Valuation of proposed construction: vJ c 7 a Is approval of Homeowner's Association or other private application. Will this project involve changes in elevation, site grade or any u ❑ O. Applicant certifies that no change in site grade or i Lr YES. See Step 2 below. Approval of the Public Works D Permit. ,VrA'' prV-4 ,0,41.4 SI. -a ❑ NO. Applicant certifies that no trees will be removed fo 9"'YES. Removal of Trees will be required for this proje Removal Permits to be reviewed by the Tree Cons 7'f" A9 -e --,_A O�,*1 AJeJP !l/ Procedure: In order to expedite issuance of permits, please fol Incomplete applications may result in delay in issuance of permi STEP 1. Verify zoning designation and proper setbacks for the pro contact the Planning and Zoning Department at 904-247-5 Property Appraiser's Real Estate Number available. 2s+! — Y.3/o required? AObIf yes, please submit with this of fill material or the removal of any trees? I material will be used on this project. aartment is required prior to issuance of a Building this project. . TREE REMOVAL PERMIT IS REQUIRED. Tree rvation Board, which meets two times each month. ,w all steps and provide all information as appropriate. construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have STEP 2. Contact the City of Atlantic Beach Department of PubliWorks to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not req ired, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpipef Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed o relocated. STEP 4. Please submit Building Permit Application, Energy Code I forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road - Atlantic 0each, Florida 32233-5445 Page 1 Telephone: (904) 247-5800 - Fax: (904) 2 1 7-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/14/03 0 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I 1. Current survey showing the property boundary with bearings and distance and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, uilding height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetluds, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: I hereby certify that I have read and examined this application and know ordinances governing this type of work will be complied with, whether spe give authority to violate or cancel the provisions of any federal, state or local Date: Z 4- 5 - same to, be true and correct. All provisions of the laws and I herein or not. The granting of a permit does not presume to s, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. i I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting Signature of Contractor: Address and contact information of person to receive all correspon Name: Mailing Address: Telephone: �oj�-ZyJ.�/Lt.y Fax: 90 AS TO OWNER: si-Y-) Sworn to and subscribed before me this day of State of Florida, County of Duval AS AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Notary's Signa rsonal ly Produced i Type of id J� day of have been or shall be provided as required. Date: Z xr/'0 -T— regarding this application (please print). 3zay /o E -Mail: own ttification ification produced 20 \-�-_j r E :EINI"RCHLU,��' Notary's Signature: SMYA"ISSfersonally nown R_TIESMay272oeProduced i entification firuNota-1P1111, ndonarit11 Type of ide tification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904) 247-5800 • Fax: (904) 24 -5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 �.,+.;trt�iER F . z 00121mo1 Sas -i AS AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Notary's Signa rsonal ly Produced i Type of id J� day of have been or shall be provided as required. Date: Z xr/'0 -T— regarding this application (please print). 3zay /o E -Mail: own ttification ification produced 20 \-�-_j r E :EINI"RCHLU,��' Notary's Signature: SMYA"ISSfersonally nown R_TIESMay272oeProduced i entification firuNota-1P1111, ndonarit11 Type of ide tification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904) 247-5800 • Fax: (904) 24 -5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 iAj J f ' CITY OF ATLAN' IC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: // 2y/- If Z G -SCM e•( Ac'r4 4::j - Type of Development: rC)7;a�e,,, Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a su HAS BEEN POURED, certifying that the LOWEST the base flood elevation established for that zone. ey must be made AFTER THE SLAB OOR ELEVATION is equal to or above E i No final inspection will be made and no Certificate of is on file with the Building Department. Occupancy will be issued until the survey I COMMENTS: i Applicant Acknowledgement: I understand that the issuance the above information being correct and that the plans provided as required. I agree to comply with all applicable and all other laws or ordinances affecting the proposed of this permit is contingent upon d supporting data have been or shall be provisions of Ordinance No. 25-7-11 development. Applicant's Signature: Pp ' g --E—_ Date: 2,/ Por Department Use: f t FZequired lowest floor elevation: f ks built lowest floor elevation: Survey filed with Building Department: I 3uilding Department Representative Revised 1/17/03 101 J� J W K 0 � N^ tc ooP = E L 4mUN v o m u. a©►NE \ \\1 I I I •� I I I I I I \\ I \ I J� J W K 0 � N^ tc ooP = E L 4mUN v o m u. a©►NE WATER IMPACT FE > WORKSHEET l/Z � ADDRESS://2-91 SC K F r ' c FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 i Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower g 2 12— 2Bathtub Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 - i Dental lavatory 1 Dishwashing machine, domestic ' 2 ' Z Drinking fountai cemaker yz j .3 Floor drains 2 Hose bib ` 1 2 -- — -Kitchen Kitchensink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasherI j3t— 2 Laundry tray (1 or 2 compartments) 2 Lavato 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less ' 2 Wash sink circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water Closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 1 MULTIPLIED X 20 TOTAL $ a as aaaa<a z 'z 'z zzzzzzz 0 U z aaaaaaa'za a� zxz'z'zzzz'z z a aaaa aaa z'z'zzz z'zz Z!2 2-2:2 zzz aaaa aaa 'z 'zz'z z'zz C d I `I S V mu as aaaa zZ Al " N 'O l: pp aaaa a a a� a'z`ae� zx� °zzzz z z z v U _w p U V CIO cG Lcl Q y q m Z U & 0 o x a A W W O A CY f �w AF E A °z d I `I S V mu as aaaa zZ Al " N 'O l: pp aaaa a a a� a'z`ae� zx� °zzzz z z z G i` � �•$ 4- 12 'Oeo •o �9ecjs.�` 5dy 1e3a,�98 o iyy� is 'o � 'a a '�' •� rn13 vm�gy u � p v<ai�x<ait�<ai QO ..� .N.. z z z z z zzzzzzzz zz zzzzz zz z'z z z z e a a z z z zZ z 2 z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 zzzzzzz zz zz�zz zz z z z z z > z\Z h G AS g U S W�U m s°w o UUgU� v t om' h m .5 h k 9 a c°00 W C. w v h ' 9 = 3 y i dda m UO 9> S a ��3h"d ��� h° ��° m m o n o S o w y a p qq `o bg p 9 9 S �= � y o m ° QO ��u �'�-+$wp g" 3w? 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'v q 'y U �U] •�'° 3.a Fs w 'aSooa�nC7 g�C7x�o g<It`Ow` g•n o ed 8a .00i `° m �Zw'S 11 3 Q O^ ....� 9 eo•5�..:e.iriFg'�ed�i o .`�.7� a e ^"dry �,o W 6 S �Yv oU 3F..: ev �i F F � a�a�i °^N a riaoa�.-Iq 5 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. February 8, 2005 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application fob a duplex at 1124/1126 Scheidel Court. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you requite any additional information. Sincerely, Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 NOTICE OF CONLvMNI CETN ENT State of / Lv Is i,4 Tax Folio No. County of>�:liiSi To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stat,ggd inthis NOTICE OF CO,�LtiLENCEiVJENT. Legal Description of property being improved: IiCJ�) "f 5 % ;• p F Address of property being improved: %� 2 /Z� s�� General description of improvements: Owner: Address: Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: 6�- 47 4 8C,�L 0�1 3Z � .5j^o,� V-1 / ii Contractor: 046'- 4 Before me this r^ Of Florida, has E Address: /4 i) c l3' 411— r �/� -c 3 Z Z 33 Tele hone No.: P s/- 2Fax No: VIy commission Surety (if any) ?ersonally Knov 'roduced Identil Address: Amount of Bond $ Telephone No: Fax No: Name and address of.any person. making a loan for the construction of the �ttprovements Name: Address: Phone No: Fax No: i Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents. may be served: Name: Address. Telephone No:. Fax No: In addition to himself, owner designates the following person to receive 713.06(2)(b), Florida Statues. (Fill in at Owner's option) a copy of the Lienor's Notice as provided in Section Name: j Address: ! Telephone No: Fax No: _ Expiration date of Notice of Comme ement.(the expiration date is one (I year from the date specified):2 0A of recording unless a different date is THIS SPACE FOR RECORDER'S USE ONLY OWNER Doc # 2005024685, OR BK 12252 Page 289, Signed: Number Pages: 1 Before me this Filed & Recorded 01 /20/2005 at 11:51 AM, Of Florida, has E JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Notary Public at RECORDING $10.00 VIy commission ?ersonally Knov 'roduced Identil 1} appeared State of Florida, Bonded Thiu Notary Public Undenvnter, Date - i. i. the Counzty��o �/ or� Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. February 14, 2005 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Don, Attached are the following materials in support building permit for 1124-1126 Scheidel Court: 1) One (1) copy of Building Permit Applic� 2) Four (4) copies of architectural plans 3) Two (2) copies of structural engineering 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets 7) One (1) copy of recorded Notice of Com 8) One (1) copy of site drawing 9) One (1) copy of letter to Ms. Kaluzniak j systems. 10) One (1) copy of letter to Mr. Carper rega control plans. Beaches Habitat application for a fire sprinker & irrigation drainage, and erosion & sediment Please let me know if any additional information i� required. Thank you, Sincerely, Paul Finley Y Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 ki 019� Beaches U abitat Habitat for Humanity of the Jacksonville Beaches, Inc. Com, V-0 ov-\ 9 February 14, 2005 1 CITY CF ATLANTIC BEACH. Mr. Rick Carper E gE �i, ' ir�Ir 2 7CaniENc; Public Works Director FEB 14 2005 City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 BY: «�--- Rick, Attached are items relative to our Building Permi� application for 1124-1126 Scheidel Court: I 1. A copy of the Site Plan is attached. This 4ocument shows planned drainage and our erosion and sediment control plan. 2. Impervious calculations are as follows: f a. Total square footage of lot = 7,669 b. Total impervious square footage —I,$2,420 i. Slab = 1,700 sq ft ii. Walks and drive = 720 sq c. Percent impervious = 31.6% , Please give me a call if you require any additional information. Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 - Jacksonville Beach, Florida 32240 - (904) 241-1222 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. February 8, 2005 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, IIV iD CIT`! ,�F AT Lt-NTIC 13EACH r ! III n;v.jr., x 3^ - Ni, t,lG M. FEES 14 2005 I have submitted a building permit application foi duplex at 1124/1126 Scheidel Court. Beaches Habitat will not be installing a fire spriler in this structure. In addition, we will not be installing an irrigation system. i Please give me a call (904-241-1222) if you requi e any additional information. Sincerely, Paul Finley Construction Manager P.O. Box 50939 - Jacksonville Beach, Florida 32240 - (904) 241-1222 Permit Application # Property Address: Applicant: Project: CITY OF ATLANTC BEACH FD.. F;rd, BUILDING / ZONING 4PARTMENT s 800 SEMINOLE RPAD S. Doerr ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 237-5800 FAX: (904) 247-5845 http://ci.atiantic-beaah.fl.us PLAN REVIEW COMMENTS -- 2q "1 -2- t, L, tL This permit application has been: [Approved ❑ Reviewed and the following items need attention: Please re -submit your application when these itemsbeen completed. Reviewed by: L\ I f ve C Date: 2- 2 f- O f— J Ljkv s CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Z 6 sem + e -r fl -Z Gr Type of Development: �cT ; �e,,, k;, 1 Flood Zone: Required Lowest Floor Elevation: / Z. , If building is located within a flood hazard zone, a si HAS BEEN POURED, certifying that the LOWEST the base flood elevation established for that zone. No final inspection will be made and no Certificate is on file with the Building Department. COMMENTS: must be made AFTER THE SLAB DR ELEVATION is equal to or above will be issued until the survey Applicant Acknowledgement: I understand that the iss I uance of this permit is contingent upon the above information being correct and that the plans wid supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. . Applicant's Signature: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Date: 2/IVA,r Revised 1/17/03 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . Owner ------------------------ BEACHES HABITAT I CITE' OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 04-00100067 Date 12/09/04 SCHE DEL CT FINAL ENGINEERING PLAN RE SUB RELIM PLAT REVIEW TO B UPDATED 0 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ------- ------------------------------ Permit . . . . . . SUB. PRELIM. P AT REVIEW Additional desc . . Permit Fee 250.00 Plan Check Fee .00 Issue Date Valuation . . . 0 Fee summary Charged Paid Credited Due -- ---------- ---------- ---------- ---------- Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Permit Application # Property Address: Applicant: Project: CITY OF ATLANTIC BEACH Zjj F BUILDING/ ZONING DEPARTMENT L. Higgins 800 SEMINOLE ROAD S. Doerr ATLANTIC BEACH, FLORI DA32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 http://ci.at}antic-beach.fl.us PLAN REVMW CONMENTS CSS - :;L°I `1-�-% This permit application has been: (B/Approved ❑ Reviewed and the following items Please re -submit your application when these items Reviewed by: . � ) ( attention: been completed. Date: 2 • Z- F - 6 f— .F fL'r1 JCITY OF ATLANTIC BEAC PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane J `} • �- " - Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 �-(-1 "2 - Property Property Address: Applicant: Project: I I -2-LJ sA&f [3g't� 1A7- S 1> -)PUS Your application is approved as noted by the Public Works Department. Final application approval must ome from the Building Department. ❑ Your permit application has been and the following items need atter Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Reviewed b onna Kaluzniak, Public Utilities Du Signature Contractor Notified Date A4 ecl -P-IM-Th by the Public Utilities Department Department, 1200 Sandpiper Lane, your application. If you have any Date��� CITY OF ATLANT BUILDING / ZONING I 800 SEMINOLE R ATLANTIC BEACH, FLORf TELEPHONE: (904) 2 FAX: (904) 247-5 BEACH PARTMENT 32233-5445 CC: D. Ford L. H'ins . Dcerr PLAN REVIEW COMMENTS Permit Application # — Property Address: S Applicant: rj C -0k, -S ELAA� '2 1:+ Project: �) This permit ication has been: proved ❑ Reviewed and the following items need attention: I i I Please re-submityour a plic n when these items Reviewed by:h(, ve been completed. Date: ®Z I CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 Property Address: C) Z --C Applicant: Project: D 1JI ��• Your application is approved as not by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been and the following items need atte Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Reviewed by ' k Carper, P.E., Public Works Dire Signature Contractor Notified Date Lax- z- 2�e by the Public Works Department Department, 1200 Sandpiper Lane, your application. If you have any Date o1 PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Certificate of Occupancy Scat r-7(DE L,�-- '7 ci�ct�5 t �i Tie Beam -Z -7 Z � Footing '7 Slab Tie Beam Lintel Nailing/ Sheathing Framing Insulation Building Final Drainage Inspection: Pool Permit # Roofing Permit # Fire Inspection: Failed Inspections: ELECTRIC '7 Tem .Power # JEA _Release Date Temp. Power Letter Rec'd. Temp Pole # JEA Release Date Rough JEA Release. Date Electric Final .b JEA Release Date Inspections: Steel Elec./Grounding Inspect: Nailing/Sheathing Type Work: Phone # Phone # Date Issued: If MECHANICAL I 11 Gas Piping I Rough Mechanical Final 3 -2 --0s PLUMBING Z`j7ZS� Underslab I q —5 -05 Water/ Sewer Rough/ Topout Plumbing I Il' Final Final Final Final Date Paid: (--� City of Atlant c Beach Building De artment Certificate of Occupancy This Certificate issued pursuant to the regi irements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various or finances of the City regulating building construction or use. For the folio iniz: Date: November 21, 2005 -Owner: Beaches Habitat Address: 1126 Scheidel Court, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-29728 DON C. FORD, C.B.O Building Official Post in a conspicuous space. Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET e 6 Jch , dbG e7 - Improvements to the above-described pi accordance with the terms of the permit occupancy as: ❑ Single -Family Resider. ❑ Commercial ®*' Other: 1412 191— Lowest Floor Elevation: /2- SJ Required y have been completed in are certified to be ready for 1z-ofo As Built The following must be completed before issu Certificate of Occupancy: Department Date Notified Date Approved Approved By F1re.Dpt. 1�ii %/ • J7. 06 - 5 -Public Public Works Planning Dept. Building Dept. , 0 - D Final Survey with FFE All Re -Inspect Fees Paid [0 Yes No Ef Yes No i I MAJ V Graham Shi From: Walker, Chris Sent: Thursday, November 17, 2005 2:44 To: Graham Shirley Subject: RE: 1124 and 1126 Scheidel Ct I just had Virgil go by there and inspect them. Everything is good. From: Graham Shirley Sent: Thursday, November 17, 2005 1:56 PM To: Kaluzniak, Donna; Walker, Chris; Carper, Rick; Matthews, Cc: Cunningham, Kerri Subject: 1124 and 1126 Scheidel Ct A final CO inspection has been requested for 1124 and 1126 Beaches Habitat. He can be reached at 334 2278 Thank You Shirley Nodine, Phil; Deming, James; Lanier, Joyce Ct permit # 05 29728 & 05 29727 by Paul W/ (v M e v+a Z�9 13[d s � co h� s� L " FOUND 4 X4 07'05$ IN COs \ET MONUMENT 20.47 (L N 07.21 114 22.66 F ELD LL- w 0 z Q Z LL- Z � Q LLJ Z L` Li Q_ w mwZ U� wQ(!) QQ ~ OZ Z) W 0-1 LL Z (�) o0C) -:2 w<� o 0 _j Q Q Q Q w ��m ()�p >- C)fQ p= > C) < w0(A QO (nz _ ..O UQ C .. =0w OU 1-0m UZ N 1-1 Z 0) Q J 00 Li p 00- Z •- N M O p=Q_n Owrn �p~} •- 0 Nzz� LJ�F_-� Z iOZ Oil JZ mUp (n 0! Q n w_ Q 7j 1LxQ ��0 w�d�owi? Z ZUVQ w�WXXw Ow 0�QLA� Q- Ljj J= Ow w W� J % V) M L.L- z Oo C) z W o U N � I..I.. 0 O U J V) w C) w ZLl- _ " 0 0 O" _� Q O 0 z 0 U SCHEID COURT E� P AVSD) 50' RIGHT OF WAY • "E ,. n�•n5 30 27 3.63, ECTR4 EASE, t � Z i N � Ml m I. Z W a � oa ,OZ=„L :31`d0S LZ ww w O O I-_ In 1�, d- o (�1 r'7 DEED 600K 3515, PAGE Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT ATLANTIC BEACH FL 32233 05-00029728 Date 1126 SCHEIDEL CT DPLX 1345RAD/1387SCHG TWO FAMILY RESIDENCE TO F E UPDATED 1117964 ---------------------------------------- Permit . . . . . . ELECTRICAL PEI Additional desc NEW 150AMP, 11 Sub Contractor BROOKS & LIMBI Permit Fee . . . . 95.00 Issue Date . . . . Fee summary Charged I ----------------- ---------- ---- Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A' CODES. Ao BUILDING OFFICIAL 5/24/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ------------------------------------ MIT H, 4W, 240VOLT UGH ELECTRIC CO Plan Check Fee .00 Valuation . . . . 0 aid Credited Due ------ ---------- ---------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING V'J CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 800 Seminole Road . Atlantic Bch, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-58 htta://www.ei.atiantic-beach.fl.us Revised 1/04 I Date: Property Address: eA Owner: e H_ l ,D) Contractor"&S 0ryi"q Contractor Address: S+hQjrec-_t_,U Contractor Signature: Y At I G ni IC .322-3s Telephone #:2L1(— 1222— 22.2,Contractor _D (�Jelephone #• -24_ S Fax #• In consideration of permit given for doinPthe k as escribed in accordance with the attached plans and specifics ons which are a ordinance and standards of good practice listed therein. he above statement, we hereby agree to perform said work in art hereof and in accordance with the City of Atlantic Beach B Ing: 0 NewResidence c3 Old ❑ Re -wire Building Type: ❑ Trailer 13 Temp- commercial 13Signs ❑ Addition Sq. Ft. j Ice: Nem, ❑ Increase ❑ Repair If other construction is being done on this building or site, fist the building Permit number: i Conductor Size: AMPS: COPPER ALUNIINUMVr Switch or Breaker AMPS PH f W VOLT RACE WAY Existing Service Size AMPS PH ! W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE ! NO SIZE Lighting Outlets CONCEALED i OPEN Receptacles CONCEALED OPEN Switches j Incandescent ! Fluorescent & M.V. Fixed Appliances 0.100 AMPS OVER BELL TRANSFER. Air Conditioninp, H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW -HEAT Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS Transformers E 6 OVER600V NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 800 Seminole Road . Atlantic Bch, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-58 htta://www.ei.atiantic-beach.fl.us Revised 1/04 I i CITY OF ATLANTIC BEACH 800 SEMINO E ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . 05-00029728 Date 112 SCHEIDEL CT DPLX 1345RAD/1387SCHG TWO FAMILY RESIDENCE TO E UPDATED 117964 3/02/05 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 --------------------------------------- ----------------- Permit . . . . PLUMBING PERM# Additional desc 13 FIXTURES Sub Contractor ADVANTAGE PLU BING Permit Fee . . . . 126.00 Plan Check Fee .00 Issue Date . . . . j Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 126.00 Plan Check Total .00 Grand Total 126.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A CODES. BUILDING OFFICIAL aid Credited Due ------ ---------- ---------- 126.00 .00 .00 .00 .00 .00 126.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING PL OF ATLANTIC BEACH 'ERMIT APPLICATION 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 A Property Address: C7_ Owner: .(JC C r/Fs /{l�g� r�r Telephone #: Contractor: fiCA %1Z 1 %J(7j Telephone #: 2 t}� - G(8 (+ Contractor Address: �, 1 Fax #:y�— In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part ordinance and standards of good practice listed therein. hereof and in accordance with the City of Atlantic Beach Installation of plumbing and fixtures must be in accordance with they Code. most recent edition of the Southern Standard Plumbing Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re -Pipe Number of Fixtures: Z" Bath Tubs I Showers Z Closets Shower Pans I j Dishwashers Sinks Disposals Urinals Floor Drains / Washing Machine 2 Lavatory Water i Sewer Water Heaters I Other Fees Permit Issuing Fee: $35.00 I Total Fixtures: )3 X $7.00 + $35.00 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . Application valuation . . Owner ------------------------ BEACHES HABITAT ATLANTIC BEACH FL 32233 05- 0029728 Date 112 SCHEIDEL CT DPLX 1345RAD/1387SCHG TWOIFAMILY RESIDENCE TO �E UPDATED 1117964 3/02/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 -------- Permit . . . --------- . BUILDING PERMT i ------------------------------------ .00 Additional desc . . .00 .00 Permit Fee . . . Issue Date2/28/05 . .00 Plan Check Fee .00 Expiration Date -------------------------- 8/27/05 Valuation 117964 Other Fees . . . ---------- . . . . . . CITY ---------------------------- RADON SURCHARGE .33 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 6.24 AB CONSTRUCTION SURCHARGE .69 STA E RADON SURCHARGE 6.38 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 490.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Permit Fee Total .00 Plan Check Total .00 Other Fee Total 2198.64 Grand Total 2198.64 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. BUILD G OFFICIAL Plaid .00 00 2 98.64 2 98.64 Credited Due .00 .00 .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . Application valuation . Owner ------------------------ BEACHES HABITAT CITE' OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 NSPECTION PHONE LINE 247-5826 04-00100067 Date 12/09/04 SCHE DEL CT FINAL ENGINEERING PLAN RE SUB PRELIM PLAT REVIEW TO 21 UPDATED 0 ----------------------------------------- Permit . . . . SUB. PRELIM. PI Additional desc Permit Fee 250.00 Issue Date Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged --- 250.00 .00 250.00 Contractor ------------------------ CONNELLY & WICKER INC. (ENG) ATLANTIC BEACH FL 32233 (9 04) 249-7995 ----------------------------------- ,AT REVIEW Plan Check Fee . Valuation . . . --- P�id--- Credited ----Due--- 50.00 .00 .00 .00 .00 .00 X50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY BUILDING.CODES. BUILDING OFFICIAL ATLANTIC BEACH ORDINANCES AND THE FLORIDA i11 t fj CC. CITY OF ATLANTIC BEACH D. Ford L H' ins BUILDING / ZONING DEPARTMENT Doerr }i 800 SEMINOLE ROAD ATLANTIC BL:ACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5$45 http://ci.atlantic-heacf .n.us PLAN REVIEW COMMENTS Permit Application # 05 2q -1 - Property Address:214 c �' L, 10- _ Applicant: 13 C44 `L_ s 4-AP Project: This permit a ion has been: FlReViewed and the following items i eed attention: I i i I Please re -submit your application when Reviewed by: d X - ZZ7i been completed. Date: i,7 Z, • Z Z -CA CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # O� ZpL Property Address: Applicant: -e��F s Project: p( Your application is approved asnoted Final application approval must ❑ Your permit application has been r. and the following items need atten � � C 1J by the Public Works Department. ome from the Building Department. -viewed by the Public Utilities Department ion: Please submit these requirements to the Public U Atlantic Beach, FL 32233 in order that we can a3prove questions, please call (904) 247-5834. wed by Donna Kaluzniak, Public Utilities Dire ignature Contractor Notified Date <a, Xeyl 4Z -9-3j-06-1 'lilies Department, 1200 Sandpiper Lane, your application. If you have any for Date 11flp� CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: 05 -2;A P� Your application is approved as n( Final application approval must ❑ Your permit application has been and the following items need atter T by the Public Works Department. 1e from the Building Department. by the Public Works Department Please submit these requirements to the Public *orks Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can a�prove your application. If you have any questions, please call (904) 247-5834. Reviewed by Ri er, P.E., Public Works Dire Signature Contractor Notified Date % X .fid Date GRAND TOTAL UE: $ 1/13/03 CITY OF ATLANTIC BEACH �s Is1 PERMIT CALCULATION SHEET J d oil Date: 2 • 2 - 0 j Address (2- 4 C T — -roe,,-) -,v Heated Square Footage 1 3 q @ $ S per sq ft = $ I t y , 3-2-S Garag Shed 3 @ $ r Yl' per sq ft = $ ! Carpo Porch S 7 @ $ 3 per sq ft = $ I Z ji Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 71,(Q I Total Valuation lst $ $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: R TOT BUILDING FEE $ ZONING: /Z ( - 3 +'/z Viling Fee $ FLOOD ZONE: �_ ( ) F eplaces @ $35.00 $ -z� - IMPERVIOUS SURFACE: <567 C- ?c E n ,0 -r -79BUI DING PERMIT FEE $ - O WATER IMPACT FEE $ 4('90 SEWER IMPACT FEE $ /2s-6 WATER METER/TAP $ PI— CAP TAL IMPROVEMENT $ ? z SER TAP $ C (13 s)'RADON HRS .0050 $ SEC ION H PAVING ( ) $ CR S CONNECTION $S'" ST(t Q? ) SURCHARGE $ OTHER $ GRAND TOTAL UE: $ 1/13/03 rirL',l CITY OF ATLANTIC BEACH . PERMIT CALCULATION SHEET Date: 2 • 2- - 0 S Address I i 2 LI S C Ff C' 1n �' c (I T: — Heated Square Footage 13 q' @ $ i Garag Shed 3 @ $ S� Carpo Porch S 7 @ $ 3 ing Fee Deck @ $ ( ) Flaces Patio @ $ Total Valuation Remaining Value TOTAL VALUATI lst $ $ . per thousand or portion thereof CONSTRUCTION TYPE: V17— ZONING: /Z ( - 3 FLOOD ZONE: IMPERVIOUS SURFACE: <S6 per sq ft = $ 32 per sq ft = $ / S� per sq ft = $ .1 P L 11( _persgft= $ _per sgft= $ $ TOT BUILDING FEE $ + '/2(el ing Fee $ ( ) Flaces @ $35.00 $ --a — BUILDING PERMIT FEE $ —� WATER IMPACT FEE $ 4f,9 o SEWER IMPACT FEE $ 2.. o WATER METERITAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ -D — C (I AelYRADON HRS .0050 $ SEC ION H PAVING( ) $ — O CROSS CONNECTION $ STS 9 ?) SURCHARGE $ OTTR $ GRAND TOTAL UE: $ 1/13/03 Application Number . . . . Property Address . . . . . Tenant nbr, name . . . . . Application description . . Property Zoning . . . . . . Application valuation . . . Owner ------------------------ BEACHES HABITAT CITE' OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 NSPECTION PHONE LINE 247-5826 04-001100067 Date 12/09/04 SCHEIEL CT FINAL ENGINEERING PLAN RE SUB P�RELIM PLAT REVIEW TO BE UPDATED 0 ----------------------------------------- Permit . . . . . . SUB. PRELIM. PL Additional desc . . Permit Fee . . . . 250.00 Issue Date . . . . Fee summary Charged Permit Fee Total 250.00 Plan Check Total .00 Grand Total 250.00 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (9 04) 249-7995 ----------------------------------- kT REVIEW Plan Check Fee . Valuation . . . Paid 250.00 .00 2 0.00 PERNUT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL, Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 ATLANTIC BEACH ORDINANCES AND THE FLORIDA 5.5 Ln 9.60 9.60 , �'I O N 10.45 ,r,� / / O 6' HIGH CHAIN LINK FENCE x � SILT FENC!, � O �. Q / D SF m •S � m s OFFICIAL RECO N PAGE 1 /Lij ~ Lli#1130 i Q = q / 15.I ' DRAINAGE EASEMENT 0 cf) _ 01 E STORY _ CIT OF ATLANTICABEACH INED Y DUPLEX — �TO BE — F.F.E.=13.10 / J #1128 / : N Ld x-85 LF OF / xr,�` '� m Q HDPE ® 0.199 / gyp. Q U _ U C \ w Z W \ / / 6" SWALE WITH� U � m o4:1 SIDE SLOPES LL- 446 Ld Iv-- \ \ OFFICIAL RECORDS VOLUME 686 00 Q \ SILT FENCE F AGE 35 / Q ORva o �p1 111101111111111,11 VA &a ad Qww*% 1. avr+x.» oft. —.PYAkpoK soft ow �' oad. «w aN MArr -x x —x x. ofawro S m Q Q U Of FOUND 4"X4" CONCRETE (n 0 MONUMENT (LB 3672) BOT = DHW MA (SCS) = DHW 25yr (scs)= CIT)(OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 �II INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-010033788 Date 8/25/06 Property Address . . . . . . 112411 SCHEIDEL CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO aE UPDATED Application valuation . . . . 1300 ---------------------------------------------------------------------------- Application desc HURRICANE SHUTTERS ----------------------------------------11 !------------------------------------ Owner RAMERIZ ATLANTIC BEACH I FL 32233 --------- Permit . . . ------------- BUILDING PERMI Additional desc . Permit Fee . . . . 40.00 Issue Date . . . . Expiration Date . . 2/21/07 ---------------------------------------- Fee summary ----------------- Charged P Permit Fee Total ---------- ---- 40.00 Plan Check Total 20.00 Grand Total 60.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731-5819 ------------------------------------ Plan Check Fee . . 20.00 Valuation . . . . 1300 ------------------------------------ iid Credited Due ------ ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA \E r$ �119rj J� `u : s J CITY OF ATLANTIC BEA( s� PLAN REVIEW SHEET Building Department Public 1 J,31 800 Seminole Road 1200 Sa Atlantic Beach, Florida 32233 Atlantic (904) 247-5800 (904) 2� (904) 247-5845 Fax (904) 2' PLAN REVIEW COMMENTS Permit Application # Q � • 3 % Property Address: / a J ch Eid e Applicant: ��/✓ A O �� /� Project:,eie/ This permit application has been: ED Approved as noted by the _ Final application approval 1 F--1 Reviewed and the following & Public Utilities Departments r Lane. Florida 32233 1 { Fax dT" dJ, L S. Doerr R. Carper D. Kaluzniak Public Safety Department. come from the Building Department. need attention: Please re -submit vour annlication when these items have been completed. Reviewed By: Date Contractor Notified: Date: WINDOWS, SKYLIGHTS, Please submit (2) complete sets of plans with application. Job Address: / !z C/ SCfir'rzoe/ Cr Owner: RU1 Z N67,509 R - N086 y . /?Circ Address: 11116 SC F/DF/ CT. +'r1A-Nr7C SCM Legal Description: Block Number: Lot Number: S� Contractor: eyY aro ?-\mo o S Address: (9 73 9 A uf) V,L City: ACt (-4(-'5Q ny JC L- State: Describe proposed use and work to be done: 14y2.1z4 GGf �5li,17L Present use of land or building(s): Valuation of proposed construction: c -A / :50 D . F) f) Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height (ft) Roof Slope N/ A" Building Width " / ' Window Height Window Elevation from Grade 13 (ft) Measurement from corner of building to window Number of windows being installed IJLA 3� 800 Seminole Road . Atlantic Phone: (904) 247-5800 • Fag: (904) 247 416 CITY OF ATLANTIC BEACH ,ARAGE DOORS, HURRICANE SHUTTERS eL Date: e Z--) 0 Phone: Zoning District: License Number: 6 RC 05"75151 Phone: lrpy - ?3/ - J` kO 32ZOFax: 2V 9 — %31-10/2— /VD If yes, please submit with this Building Length SIV (1t) Window Width 1-1114 (ft) Mean Roof Height Florida 32233-5445 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: Ln order to expedite issuance of permits result in delay in issuance of permit. In addition to the building data, the following information is 1. Manufacturer's Test Report with Uniform Structural Load 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all Signature of with this application is I hereby certify that I gave read and examined this application and know ordinances governing this type of work will be complied with, whether spec give authority to violate or cancel the provisions of any federal, state or local governing of construction or the performance of construction of the property. above information being true and correct anVat the plans and suypgrting dE Signature of Contractor: Address and contact information of person to receive all correspond, Name: Advance Hurricane Shutters Name: 2014 E. Adams St., Jax., FL 32202 Mailing Address: Contact: Victor Reyes 904-622-6435 Cell 904-807-0174 Fax: 904-807-0178 Telephone: Email: vreyes@advancedbuilding.biz AS TO OWNER: Sworn to and subscribed before me this day of _ State of Florida, County of Duval 0Y•N� MIA-, Notary's Signa 8" of � Personally C 0 DD W 7010 ❑ Produced i 11�7y10 NSI 01" Aso. Type of id AS TO CONTRACTOR: Sworn to and subscribed before me this —11 State of Florida, County of Duval Page 2 Incomplete applications may e same to be true and correct. All provisions of the laws and led herein or not. The granting of a permit does not presume to les, regulations, ordinances, or laws in any manner, including the understand that the issuance of this permit is contingent upon the have been or shall be provided as required. Date: S,2 -1-0(o regarding this application (please print). E -Mail: 'us�l/LLo�i , 20 D AA produced day of ;I eo � j, . Notary's Signal Personally ❑ Produced Type of ida 800 Seminole Road - Atlantic Phone: (904) 247-5800 • Fax: (904) 247 s iwn dfication z kation produced _ .ch, Florida 32233-5445 is . h++_. +m. 20_CA.. %�1,+ARD #DD 527471 ; oJF •'lfi 9 N �a�`': Q ST c -beam. .us Revised 1/27/03 Duval County Property Appraiser - Parcel Summary s co n «n evok t ;ri�>s iEiQ:t; Cfl!`±s'Y"s a rVebbtlAl C4Y jai J wn , I`idrtitda Properry"I"i Appraisser Home > Departments > Property Appraiser > Duval Count Database Search Parcel Information Owner's Name: RUIZ NELSON M a NUBBY E RAMIREZ Secondary Name: Property Address: 1124 SCHEIDEL CT City: ATLANTIC BEACH Zip: 32233 - Unit Number: 11 PARCEL DESCRIPTION Real Estate Number: 178958 0832 �l i Mailing Address: 1124 SCHEIDEL CT ATLANTIC 3EACH, FL Zip: 3223 Ilill 2006 Exempt Value: $25,000.00 sea"ol Pagel of 2 Property Use: 0400 CONDOMINIUM Transacti n Date: 11/18/2005 County Ta lI Improvements: School Ta Transaction price Illi displayed is based on Legal Description: 38 -2S -29E SCHEIDEL it 1 the actual amount of COURT UNIT 11 - 1/18 INT COMMON Transaction Price: $82,500.00 documm entary stamps ELEMENTS O/R 12848-787 paid the time of recording. The current rate is 70 cents per l $100. Subdivision: 6439 SCHEIDEL COURT II CONDOMINIUM l Section/Township/Range: No. Buil ngs: 1 Official Record Book and Page: 1291 lHeated A rea: 0 Map Tile: 9417 Exterior all: I VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL Land Value: Taxing Au ority: USD3 Class Value: County Ta lI Improvements: School Ta i, http://apps.coj.net/PAO/RENO.asp?RENUM=178958+0832 7/28/2006 londa Building Code Online SCIS Home Log In Hot Topics Submit Surcharge fProduct Approval USER- Public User Product Aooroval Menu > Product or Aoofication Search II> Applicatfon List > Application Detail w i FL # - Application Type krw'{ `'f 5 Code Version 22Z' `«�gLp�:rl�cp�Es Application Status • �La�ie, ccan,►,si.lnrles Comments $ Archived Mfi2LF17 PJR�H �U7RIG*A Product Manufacturer Address/Phone/Email •�l UEN: Y, SKED Authorized Signature R 1e 11 �4'5S1 r4FfGE •.car+rscrus. w � .. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL193-R1 Re, ision 20 4 Ap roved FILE cap All American Shutters 1540 Donna Road We' t Palm Beach, FL 33409 Fra k Bennardo claggley@flbengineering.com Robert Bates 154�p Donna Road Wet Palm Beach, FL 33409 (56 ) 712-9882 lbri htidea@execs.com Category Shu ters Subcategory Sto Panels Compliance Method Eval,aticn Report from a Florida Registered Architec Licesed Florida Professional Engineer valuation Report - Hardcopy Received Florida Engineer or Architect IIName FranL. Bennardo, P.E. who developed the Evaluation Report F?arida License PE -0 46549 Quality Assurance Entity Nati nal Accreditation and Nlanaoement nstitute Validated Sy ]org A. Pomerantz, P.E. orulauuiidil��,.oz«�or;r�r_apo_�ltl.aspti';;ur�un=-.VGLV`��)AivrDgiBiiLulill""l�)(Ici�,V?-L-a.i�t1�6��... ,;'6,*,Oot) 'I017'da Building Code Online Certificate of Independence Referenced Standard and Year (oP Standard) Equivalence of Product Standards Certified By Sections From the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved PaL,e 2 of ara Year E330 2002 12 1999 16 9.1.4 17 4 Meghod 1 Option D 11/3/2005 11/11/2005 11; 5/2005 12/-V/2005 Summary of Products _F L # ----- - -- - --- -.. Model, _Num 6 e r or ame____ Ioescription 393.1 1122ga, 24ga Steel Pan Is 122ga, 24ga Steel Storm Panels Limits of Use 6 [Enaon Instructions Approved for use in HVHZ: y: Approved for use outside HVHZ: li n Reports Impact Resistant: R1 T Cert Indeo pdf Design Pressure: +/- R1 T Dwg pdf Other: Large Missile Impact Resistant. Villid for. R1 T Eval Rpt pdf use outside the HVHZ only. 2555 Tallaha (850) 457-18.24, Si - 2000-2005 The State of Fla Prod :'�:V�V,V.IiUIIC17�7U11dln',.0172,-?I';'1JI_aDTJ_CIt . asox 0LIE- .17=1Vt-TE"V 7t of Community Affairs Building Code Online 3s and Standards iumard Oak Boulevard ee, Florida 32399-.2100 :om 277-1824, Fax (850) �1-836 a. All rights reserved. copyright and Disclaimer t Approval Accepts: gtBjiarii'':o�ingd�,y Fru_N, K L. BENNARDo, P.E., LNrc. CONSULTING ENGINEERS 4441 NORTH DIxiE HIGHWAY BOCA RAToN, FLORIDA 33431 (561) 391-2888 FAY: (561) 391-2862 November'), 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05--A-AS-0001 To Whom It May Concern: Please be advised that the below -signed engin financial interest in the company manufacturing or di evaluation report or validation certification has been engineer is not owned, operated, nor controlled by the r and does not have any financial interest in any other en1 the above -noted product(s). _..__ -------____ - Respectfully, Frank L. 3nnardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0.046549 does not have nor will acquire a Duting the product(s) for which an pared, as referenced above. This ufacturer or distributor noted above involved in the approval process of _" E i�TIi �. ?LAR 1 iP DO, I�.�., 1, -ONSET �NG E (Gi�IELRS VW-W'1:L2ENGENTEER Pr G. CCI FR-�� L. BF_-,1m=o, RE_, INC. CONSULTING ENGINEERS ++4-1 NORTH DIYIL HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2383 FAX: (561) 391-2862 Product Evaluati November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized SteE Storm Panels Scope of Evaluation: n Report This Product Evaluation Report is being issued in accordance vjl ith the requirements of the Florida Department of Community Affairs (Florida Building Commissio ) Rule Chapter 913-72.070, F.A.C., for _ __-statewide-acceptance_ per_Method_.1_(d).--_AII_praductsJisted._a bo. e_have -been-tested-and/or-evaluated_ as-- ---------- _ __ summarized herein to show compliance with the 2004 Florida Building Code and are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisidins. Substantiating Data.- PRODUCT ata: PRODUCT EVALUATION DOCUMENTS ry' FLB drawing #05 -AAS -0001 titled °22ga & 24ga Galvanized Steel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc,„ signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS it it Uniform static structural performance has been tested in accord nce with ASTM E330-84 test standards per test report(s) #02-001, #02-002, & #03-001 by Construction esting Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with SSTD 12-99 test standards per test reports) #02-001, #02-002, #03-001 by Construction Testing Corporation (CTG). Metal tensile capacity has been determined in accordance with ASTM E8 test standard pertest report#0127H, #0198H, &Evaluation Report Prepared by: ii #0053) by Certified Testing Laboratories (CTL). il, Frank. L. Benriardo, P.E.., Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been crepared which'I J�'— eValL3te the product based on ccmparative and/or rational analysis to qualify the following design criteria: Frank L. 8ennardo, P.E. PE,0046549' Page 1 ,3f �V�,VS�%.?L.3E�lGIi II:LI�Ii IG.I: Cia�l FR_�� L. BF-NN=o, P.E., Linc. CONSULTING ENGINEERS +-#-4I NORTH DIYII; HIGHWAY BocA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the desibn of each product. Impact Resistance: Large Impact Resistance has been demonstrated as evid accounted for in the engineering design of this product. end Load Resistance Each product has been designed to resist wind loads as indi respective Product Evaluation Document (i.e. engineering dr Installation in previously listed test reports, and is J in the -span schedule(s) on its g)• -----.---Each-product listed -above shall -be -installed -in strict complianceith-its-respective Product Evaluation------..--- Document (i.e. engineering drawing), along with all componentsjinoted therein. Each product component shall be of the material specified in Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its resp engineering drawing) as noted herein. All supporting host structures shall be designed to resist all SL listed in each product's respective anchor schedule. Host stn or in each product's respective anc or sff educe shaYf�dSs registered professional engineer. product's respective Product Evaluation Product Evaluation Document (i.e. mposed loads and shall be of a material 'e conditions which are not accounted All components which are permanently installed shall be protecte''' against corrasion, contamination, and other such damage at all-times— Each ll times._. Each product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). Certification of Independence: This engineer does not have nor will acquire a financial interest ini any company manufacturing or distributing the product(s) for which this evaluation report has beth prepared. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest In any other entity involved in the approval process of the above -noted produc`(s). Page 2 of 2 I3E1�rNnIZDO, F.T +NC. 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BCIS Home. I Log In I Hot Topics I Submit Product Approval USER: Public User Product Aooroval Menu > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Page 1 of 3 IL�t.r a i ,t+w'S Sr'r�itw:SfvG.��ii5d�tt�D �. a•. �'+vtE�i➢�}���y�s�iY'.tiei9:lfu I Stats & Facts ! Publications FBC Staff BCIS Site Map Lin > Application List > Application Detail FL2249-R3 Revision 2004 approved own and Country Industries, Inc. X00 West McNab Road =t. Lauderdale, FL 33309 954)970-7700 omj@tc-alum.com 'ladimir Knezevich jk@knezevich.com 'homas B. Johnston -00 west McNab Rd. 't. Lauderdale, FL 33309 954) 970-9999 omj@tc-alum.com h utters ccordion Compliance Method evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License littp://wtivw. floridabuilding.org/pr/pi_app_dtl.asp t?param=7,A,GE hn W. Knezevich E-41961 QwtD qvL 7 WPh3 3 iXNKwnD j azmkQ4... 3/2/2006 I Building lode Unline Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method, Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. Standard ASTM E330 SSTD 12 lethod 1 Option D 2/31/2005 /5/2006 /9/.2006 /7/2006 Year 2002 1999 Summary of Products FL # —� Model, Number o4 r Name Description FF[2�249.1 6.8 and HR Accor' ion Aluminum Accordion Shutter Shutter Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: Other: Use of these product shall be strict conformance with the requirements of the reference drawing prepared by TTG, I6c. These Installation Instructions Verified By: Evaluation Reports PTID 2249 R3 T 05-578 DWG 68 -HF 12.pdf PTID 2249 R3 T 05-578 Report 68-E 12 R3.pdf products are NOT suitable for installation in the High Velocity Hurricane Zone. These products may only. be installed on concrete, hollow concrete bl.6ck or wood substrates. Foj all other conditions site specific design shall bej,by this office or our delegated engineer. Shuter spans less than 32" are not acceptable per the provisions of SSTD 12-99. 2249.2 Accordion Sh' tter Extruded Aluminum Folding Shutter :6.8" Limits of UseInstallation Approved for usn HVHZ: Approved for use outside HVHZ: Impact Resistant: Instructions Verified By: Evaluation Reports Design Pressure: +/- Other: Use of these product shall be (n strict i llttp : //wwv. . floridabuilding. o rg/p r/pr_app_dtl. asp x?p aram=wGE VXQwtD gvL 7 WPh3 3 iXNKwnD j azmkQ4... 3/2/2006 Flor . Building Code Online conformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the Florida Administrative Code. These products are NOT suitable for installation in the High Velocity Hurricane Zone. These products may',only be installed on concrete, hollow concreto block or wood substrates. For all other condid ons site specific design shall be by this office �r our delegated engineer. Shutter spans legis than 32" are not acceptable per the provisionsof SSTD 12-99. Page 3 of 3 12249.3��HR Accordion Shutter �IExtruded Aluminum High Rise Folding SI a Limits of Use Installation Instructions Approved for use in HVHZ: " Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/ Other: Use of these product shall be in strict conformance with the requirements of the reference drawing prepared by TTG, Iinc. and comply with chapter 61615-23 of the'Florida Administrative Code. These products Ore NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete,, hollow concrete block or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer. Shutter spans lees than 32" are not acceptable per the provisions lof SSTD 12-99. littp://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL7WPh331 NKwnDjaznikQ4... 3/2/2006 Flori`i; a Building Code Online ��� *�FCORIG+4;ydA1 MUNIt1 E3 , K s i FRONT )20",; 4,1- BCIS Home I Log In I Hot Topics ( Submit Su sProduct Approval USER: Public User Product Approval Menu > 1. Verify the method of demonstrati Florida Building Commission. 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E certification listing or evaluation r 3. Verify the method of demonstratii suspended, recalled or revoked. Page 1 of 2 r, a, t77 ri '4I 4D r vw8n+'_,,,y.'+aYkFtji �ii "tw 's'} Gtt S 4 v �hPa+daiMrtl 177 �r r e j Stats & Facts Publications FBC Staff BCIS Site Map Lin > Application List > Application Detail > Application Checklist Form #: 9B-72.130(3) compliance is from an entity approved by the s certification of independence. Note: Evaluator ncy, evaluation entity or Florida Registered gineer which produced the test report, port required by Rule 9B-72.040(5). g compliance is current and has not been w3 4. Verify the product has not been rcalled or revoked. 5. Verify the Code sections and reference standards for which the evaluation faktEChUEr1T4YAB SEI} demonstrates compliance. WhO 6. Verify the method of demonstratirig compliance indicate any limitations on the use of the product, as intended. 7. -Verify the manufacturer installation instructions are provided. • C'dN�'+�OT'U3� � 4 r �� PIiMr'UY �y r�wi7C�. Ef�1PCbYE i ; tals sY 8. Verify that a quality assurance program audited by a Florida Building Commission approved third party quality assurance agency is in place. To the best of my/our knowledge, the product, method, or system described in this application meets or exceeds �he Florida Building Code requirements and reference standards listed in the application. (850) 487-18 ©2000-2005 The State http://www.florldabulIding.org/pr/pr—app_chek.aspx Next DCA Administration rtment of Community Affairs arida Building Code Online Codes and Standards 555 Shumard Oak Boulevard lahassee, Florida 32399-2100 t Suncom 277-1824, Fax (850) 414-8436 Florida. All rights reserved. Cmyrioht and Disclaimer roduct Approval Accepts: 3/2/2006 Evaluation Report TTG PROJECT NO.: K.K5578.00 DINE: Dece.niber 30, 2005 PAGE: I of 3 FBC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: FL2249-R3 Florida Building Code 2004 Shutters I Accordion 6.8 & HR Accordion Shutter Town and Country industries, Inc. A Division of ABQSupply, Co., Inc. 400 West McNab Road Fort Lauderdale, FIw 33309 This is an Evaluation Report issued by J hn W. Knezevich, P.E. (System ID No. 1754), to Town and Country Industries, Inc., basad on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Comr>jission, Department of Community Affairs. These Accordion Shutters have been evaluated ar�d found to be in compliance with the Code and that the products are, for the purpose intended, t least equivalent to that required by the Code. ,Re-evaluation of this Evaluation Report is validity. ired, following any code changes, to maintain its C�`pll;rlA.rrld!r%f a Evalua ,6rj p L > patfrtd,iiy; THO6I' a T�Q 1' ' SUP, INC Johi1=W?;,kne ch, P Vice 14 ' • .. y... �''1 r° Decembe>;�b)�r�Q,��;,1 bra �,,• Florida License Ng,,4,;.BE4 961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevieh, PE 41961 on 11/18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 33301rr ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TlieTTGroup.com Offices Worldwide Thornton,Tomasetti WOUI-J. Evaluation Report TTG PROJECT NO.: K.K5578.00 DINE: Dece.niber 30, 2005 PAGE: I of 3 FBC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: FL2249-R3 Florida Building Code 2004 Shutters I Accordion 6.8 & HR Accordion Shutter Town and Country industries, Inc. A Division of ABQSupply, Co., Inc. 400 West McNab Road Fort Lauderdale, FIw 33309 This is an Evaluation Report issued by J hn W. Knezevich, P.E. (System ID No. 1754), to Town and Country Industries, Inc., basad on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Comr>jission, Department of Community Affairs. These Accordion Shutters have been evaluated ar�d found to be in compliance with the Code and that the products are, for the purpose intended, t least equivalent to that required by the Code. ,Re-evaluation of this Evaluation Report is validity. ired, following any code changes, to maintain its C�`pll;rlA.rrld!r%f a Evalua ,6rj p L > patfrtd,iiy; THO6I' a T�Q 1' ' SUP, INC Johi1=W?;,kne ch, P Vice 14 ' • .. y... �''1 r° Decembe>;�b)�r�Q,��;,1 bra �,,• Florida License Ng,,4,;.BE4 961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevieh, PE 41961 on 11/18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 33301rr ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TlieTTGroup.com Offices Worldwide �4�€ k� Thornton Tamas�tti r� TTG PROJECT NO.: KK5578.00 2.1 PRODUCT EVALUATION DOCUMEI� Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, S Group Inc., (TTG, Inc.), signed, dated and of this Evaluation Report. 2.2 TEST REPORTS „ • Test report for Uniform Static Air Press successful testing of impact resistance is prepared by Construction Testing Corp( (HTL), and are listed in the referenced c • Tensile Capacity of aluminum alloy E8 -03/A370-03. 2.3 STRUCTURAL ENGINEERING CALCI Prepared Rational and Comparative Analys anchor calculations. From these analyses, a ','Schedule was prepared for both the 6.8 Acc design load (PSF) schedule was also prepar span conditions at specific design loads (PS both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pass with SSTD 12-99. These Accordion Shutt windbome debris, when installed in ac( resper tive drawings, prepared by TTG, Inc. roup Evaluation Report rE: December 30, 2005 PAGE: 2 of 3 Accordion Shutter, Drawing No. 05-578, with a s 1 through 13, prepared by Thornton-Tomasetti :d by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation (CTC) and Hurricane Test Laboratory, LLC awings. was determined in accordance with ASTM LATIONS s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) rdion and HR Accordion. An anchor spacing vs. 3, indicating maximum anchor spacing for given �) for each type of anchor used during testing, for in the design of this product. the large missile impact testing, in accordance may be used to protect glazed openings from lance with the limitations indicated in their These Accordion Shutters have been design d to resist wind pressures as indicated by the Span Schedules of their respective referenced dragvings. TTG PROJECT NO.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re These Accordion Shutters are to be in notes, schedules and material specific Evaluation Report TE: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of 'the referenced i' drawings, unless otherwise noted, for material specifications. All dimensions of comp6nents are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. ■ Use of these product shall be in strict drawing prepared by TTG, Inc. ■ These products are NOT suitable for i with the requirements of the reference in the High Velocity Hurricane Zone. These products may only be installed ojp concrete, hollow concrete block or wood substrates. For all other conditions site'$pecific design shall be by this office or our delegated engineer. ■ Shutter spans less than 32" are not ■ This Florida Professional Engineer do acquire, a financial interest in any. coi or labeled by the agency. ■ This Florida Professional. Engineer is manufacturing or distributing products ■ This. Florida Professional Engineer acquire; a financial interest in any c which the reports are being issued. in This Florida Professional Engineer 1 acquire, a financial interest in any oi product. le per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested of owned, operated or controlled by any company e tests or labels. :rforming an evaluation does not have nor will npany manufacturing or distributing products for ,rming an evaluation does not have, nor will entity involved in the approval process of the haZ� E F Thornton,Tomasettl °ou �. TTG PROJECT NO.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re These Accordion Shutters are to be in notes, schedules and material specific Evaluation Report TE: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of 'the referenced i' drawings, unless otherwise noted, for material specifications. All dimensions of comp6nents are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. ■ Use of these product shall be in strict drawing prepared by TTG, Inc. ■ These products are NOT suitable for i with the requirements of the reference in the High Velocity Hurricane Zone. These products may only be installed ojp concrete, hollow concrete block or wood substrates. For all other conditions site'$pecific design shall be by this office or our delegated engineer. ■ Shutter spans less than 32" are not ■ This Florida Professional Engineer do acquire, a financial interest in any. coi or labeled by the agency. ■ This Florida Professional. Engineer is manufacturing or distributing products ■ This. Florida Professional Engineer acquire; a financial interest in any c which the reports are being issued. in This Florida Professional Engineer 1 acquire, a financial interest in any oi product. le per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested of owned, operated or controlled by any company e tests or labels. :rforming an evaluation does not have nor will npany manufacturing or distributing products for ,rming an evaluation does not have, nor will entity involved in the approval process of the P.InI in lo.m anon: P \FL1\Projects\KK5578.00\Drawings\R1-sub\05-578-01. dwg MContu 12/19/2005 12:21: FLORIDA BUILDING CODE, 2004 THE 1211 r OIC D, Z Glm i 20 mZN t TT nTT Tyn_,Zmj' 011ie Dp xN NZO f am mac ' DA myn 7 I'm A m 3 3x Ll< 7 X10 yr 70C D I. 1-1C y, yO l <c mZ m3 O lz OnO v OH OC R TN Zm C (A�Z c D � C r ZN 3 r n R n !-D z CA 3 a^ U � Zx T £ 0D � 3x I DRI n y0 D Z-< x Vy y x m ml p �T a DM ct mx 00 u' O TC Ny On M. yAz Rp1T NEM MZ =Z0 M -n Dm2 mTGZI Ezn O 'LlM 12/19/05 11:58 N -y OND�7 41 nmx= WnmZrl+rn 2 nnN pnON tA ym A -C NrRyO = O. -y yyRO On Nyx Z>Zy H .z-< dZn< DTN• >An> ZDMor oz-:, OQD DOI mD. yZD Alt 3TN mmo ,-V -!En o3Z p=m �C ZZ, AP0 T >C Zr11rnN ON VOS xm Axm C m D� 1DZ N< pmy Ny NCD N N -M DZc ZO Z0y pQmnT 077 rx Am, Sn 3oN Oct £r3 nm= ZAO TmZN N OOc :;rZIT Sm mmo V THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON NOT CONSTITUTE AN ELECTRONIC SI,NATIiRF- nalr1— acucn 0 1 I� 0 1 TI CO ��o I= III j�� ;� 11 li S'71 revi D ^ y fAEFg �_ �-,c ; ,_(•I•� ni ❑ r^ ••• <r AS Z� rOC2 OI O OAr r I•n02y Apoo r DOD= Jnr Or^ 3p O D3ym 3m m x r r V p0c) dr W3p7m 3X Ap mCOm Zm Z <rn X ZvripZ3 vCiS rtCrR+ utA mD utD n-Zim n 3 O y< A 0- D IC �? Drnn CC m0 p_ m p x ZrnOTS N n X m 2£ C I -y y N N N O Z C Om N O Z y y p mm£v N r 2'O D' N n2 OyND D F O p O T D O 3 O 0 W o 7, TN o p Cxx D-Dm 0.N. tier-, 0 I O rmn 0 y N 0 Oy "" N yN N' 2 0'"A O D p� mm OOmx mOWZ Sp Wm0 -.T �Dy0ca 2 m� ym3E Zy p £D r= 9rN £ "OyD< mS mV32 m NF C IN ZZ0 z r 3 V• y N _£m D m Z m Om J~~� rACin m<3y m -Citi a 0ZLIC m { N m D o o N T AD e 2 rm�0 'n T~ m Oxy D r x m wpO-I r �y'-ipnp 2m2•�a A NN y �mN _3N < 2 3= r m Mao mC m o N M D 3 n. y rr-•ir� N m rm 2 OP^D 00, r rpi 3 r m w z m 0 C3 N r mmmT D 3 0 m rn y O O O I y 3 cl <Z -4 rC pAI EEEEn7777 a.mO nIFC r z U� ^ OpT 1053 m O m N m C r= D CmSD� D a H a m m ? D�g DO Cmm NyAO 2 Om0 Li Z XC N O A Z r O OTC C ZN3 O n,a 3 1 a H Om y Om 9A 2 Z m�a Z N 3 AmO A n m- oZ3 �CmZ S D A rn rn� C y ~OgZM N £A Zlri! D O o mmE r _ y A o N 3 y NZO O D Dy2 Z ON r0 -Ni rmpA L1 Opp ZDr -n < DNoCD 0 ynm O O m El1m O a o� C A yN DxV Z O A yfn_ AZ N Z xm O y ti Dp0D 2 y Z Z C rip C Z O DInO p .N Z m � o A•0m� O DrtD 0 < nN rn P <.00 N EDZym C m �mD O C C OZm o y A A rv+ZO SmZ y A S m OrZ m0 p m m r m n.`�LIN E m-n( FLORIDA BUILDING CODE, 2004 THE 1211 r OIC D, Z Glm i 20 mZN t TT nTT Tyn_,Zmj' 011ie Dp xN NZO f am mac ' DA myn 7 I'm A m 3 3x Ll< 7 X10 yr 70C D I. 1-1C y, yO l <c mZ m3 O lz OnO v OH OC R TN Zm C (A�Z c D � C r ZN 3 r n R n !-D z CA 3 a^ U � Zx T £ 0D � 3x I DRI n y0 D Z-< x Vy y x m ml p �T a DM ct mx 00 u' O TC Ny On M. yAz Rp1T NEM MZ =Z0 M -n Dm2 mTGZI Ezn O 'LlM 12/19/05 11:58 N -y OND�7 41 nmx= WnmZrl+rn 2 nnN pnON tA ym A -C NrRyO = O. -y yyRO On Nyx Z>Zy H .z-< dZn< DTN• >An> ZDMor oz-:, OQD DOI mD. yZD Alt 3TN mmo ,-V -!En o3Z p=m �C ZZ, AP0 T >C Zr11rnN ON VOS xm Axm C m D� 1DZ N< pmy Ny NCD N N -M DZc ZO Z0y pQmnT 077 rx Am, Sn 3oN Oct £r3 nm= ZAO TmZN N OOc :;rZIT Sm mmo V THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON NOT CONSTITUTE AN ELECTRONIC SI,NATIiRF- nalr1— acucn 0 1 I� 0 1 TI CO ��o I= III j�� ;� 11 li S'71 revi D ^ y fAEFg �_ �-,c ; ,_(•I•� ni ❑ r^ ••• HR ALUM. AC ORDION SHUTTERS __..__,.. Thornton=Tomasetti axraur� C,r� I 330 N. Andre Ave.• Sure a50 • 2 Lauderdale• FL 33301 Tel. (954) 522 3690 •Fax (954) 522-3697 • COA a 7679 awusr es, ine Website:—.TheTTGroup.cem ADn• nfa8 SuPPlY Ga lne jno werr,Navab Ruud- urt Luur4Mu/e, FL ,3309 CO fi h[ D 2005 Thornton-Tomasettl Group Inc. Phnne: 8661 -20•i 0/9''.. • Fu: 95J) 9;0.9193 m n0 dale b dI un fton n nave ecn n. - • p `e2 Print Informal- P:\FLI\Project$\KK5578.00\Drawings\R1-sub\ 578-02.dwg MContu 12/19/20105 12:21: 2.943" .875" .967" o '1 P O m N wm D W iI vl a n=DmD:TT Dp .o I�u > azo Im 0 o mY i I- r5 r W O S 32 N DA n m A- zP m 2 = p P D V1 m 'mN �s 578-02.dwg MContu 12/19/20105 12:21: FLORIDA BUILDING CODE, 2004 D m I m ai D D r (1 r � N m C N n D � r C =g D " m r m N _N m F O D m C I � oN N n D LA N O N N LA VI d ICt r r "m m r THE SEAL APPEP ri. 12/19/2005. TH HARD COPIES T N& HR ALUM. 2.943" .875" .967" o '1 P O m N wm W vl a n=DmD:TT n o =cu u+ 0 o mY I- r5 r W rr S 1.193" N m I J m FLORIDA BUILDING CODE, 2004 D m I m ai D D r (1 r � N m C N n D � r C =g D " m r m N _N m F O D m C I � oN N n D LA N O N N LA VI d ICt r r "m m r THE SEAL APPEP ri. 12/19/2005. TH HARD COPIES T N& HR ALUM. r1 0 F SHUTTERS 5' '� A Dlvir6a % a Supply Ca. 1— ,y _ Inn Weir hlrNa6 Rued_ urt Laudardala: N1,360 OD � O T J N N O O J m m o N P O N UN1 0 0 1 0 IORIZED ONIC S GNATOU E ORIGINAEL I IG'NED & SEALED PE 0041961 LOW. rsr. Thornton. omasetti « uup 330 N. Andrews Ave., Suite 450 * Ft. Lauderdale, FL 33301 Tel. (9541522-3690 • Faa (9541 522.1691 . COA 9 7S19 2.943" .875" .967" o '1 P O m W n=DmD:TT r W S 1.193" r1 0 F SHUTTERS 5' '� A Dlvir6a % a Supply Ca. 1— ,y _ Inn Weir hlrNa6 Rued_ urt Laudardala: N1,360 OD � O T J N N O O J m m o N P O N UN1 0 0 1 0 IORIZED ONIC S GNATOU E ORIGINAEL I IG'NED & SEALED PE 0041961 LOW. rsr. Thornton. omasetti « uup 330 N. Andrews Ave., Suite 450 * Ft. Lauderdale, FL 33301 Tel. (9541522-3690 • Faa (9541 522.1691 . COA 9 7S19 �'��� � moron. a\FL1`.. P,o iects\KK 5578.00\Drawing I O10 a e u'. 6.4 1Q„i. O 3 u1 D r p Z m W D 0 mo I �3 y m Llm 3 y � O M 1> mr Ox A - m Or<�n rn N T r 2 Z y m r G m N � y= O = m� Q C Q m n y rye= C A Z m N m W n 4 a m C I "I mzs �Oo ��Onn TO r' "DZ Im �n N7C D T N m m -Sub\05-578-03.dwg MCuntu 12/19/2005 12:22:00pm 12/19/05 11:58 e N O C a e u'. 6.4 1Q„i. O n > O D D y m Llm 3 y � O Z o Z co mr Ox A o mr m Or<�n rn N r 2 Z y m r N nm DN e OR/DA BU DING CODE, 2004 revislDns O o Lol, date byl deepnt (71 If I L 'meq v. on.w.g �nce.i c aio 2.000" 1.498". � � niCPi ' -�THE SEAL APPE, 1— G +2 12/19/2005. TH 7:. HARD COPIES T i ,t O' Winn *, - .11101Veu McNaA Ra N W TQ.PO n C A692 D N nx x m m i z z :'o ' o Z N S x D '� m-� r VDICc T Nm Ceti£ _ m U£P7C m W c'9Z< P” D m XOAcjn� Z -ZPOM- -Ni ZZ rnyp—NVO >m£ F. 00, Oaoni` x2 o u i m Zm 3 £ L1 —UM— i wA] AD i HO RIZ ED BY IOHN W. KNEZEVICH, PE 0041961 ON S NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED 1PPROPRIATE AGENCY WILL FOLLOW. ORDION SHUTTERS Thornton•TomaSetti ,31-0up Gu, 1— �9 O n D A m C 3 C� rD- D � O ws fTc1 m N y= = m� Q C nY � Crn Z� N m W m O^ C NN ��Onn —UM— i wA] AD i HO RIZ ED BY IOHN W. KNEZEVICH, PE 0041961 ON S NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED 1PPROPRIATE AGENCY WILL FOLLOW. ORDION SHUTTERS Thornton•TomaSetti ,31-0up Gu, 1— P:\FLI\Projects\KK5578.00\Drowings\Rl-sub\05-578-f)4.dwg MContu 12/19/2005 12: 22: IOpm ms �< nm� O _ n A o om N �Om 7a A m mr D 3O LA Dm �Nr IF -0 mN r]p Aw yT 3 C x x N S D T< - ma 3NN to Am SN mym O < D` 3 m D y O O B r� zx in nn ZZ nAa D m� yinrn mA y1PC 3 CA T m <O g <N m O A A 9 N U 9 7P. 2 L O A A S D N V _ D O A - m=0v� 0 c A Om�N nm.3 o n y Awe P < Z D 0 = Print mtormatlon: P:\FLI\Projects\KK5578.00\Drawings\R1-sub\05-578-05. dwg MContu 12/19/2005 12:22:19pm 12/19/05 11:59 n3oW DE 0M �DITx z AX ''P tz01cr� na M0 rm Ari 0r a�P -AF 0S°01 v9ti xxti omN NT nZ tn�-'Zo Zm��nEa Zp zn a r,�P�±yy Out ° n C 9 S Ar Drn3r IZN Oct OtiZ rZ pO 3vp3'pjA D NA C Ar L1< N V CtnNm ON rn Z Z ~D ON r nw m m D voice :0 0 n r A vomer AN EDGE mE m m a Aover0-a m DIST. 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SHUTTER to X> v03 �A t. ° D^_v AZ M< CM SPAN SCHEDULE, A cmm� �n -cl 1 LENGTH, SEE pmx �ZxAm m Act,O.ZM :.Z3 TABLE t T O m {CIT ACCORDION SHUTTER r<C a nDmrnn L1'a onz InA SPAN SCHEDULE, v"A 3tnT z A^ -=3 TABLE 1 -Ez 0 oD 32 Z� Z3 D orn Z2An XA Z>;E Om.�IZ °Z P nm- FDO ;E M4 AX n0 mv1 :coO r -I mZXA w SOr-y Om OZ 9r,x ZZ'OZ j, NA zO an0Pi Z� ZD On Z> C"@ n 3�H'A Ar Q a a3 ZO 'Ezz DO CD3 aD iM ti�rn DO v` DL1<m to mOCN ON W D <30 y`At D �O �N A� me y m Z vn3� A 7 c;Vm Z. aN m£ m m3 O ]1091.1 9 ego p7� ao ^ al oA ioN av 'o EMBED. r� nAovo f l apg °x ma EMBED. < Imca� EMBED. ( to L➢1� 0, O 3AN IA n p�V�. r w �Dovnm I_ m Z p 't 2x Dn mmO � O SZ OLICZ/m/tt n Z =zyn0 p2 1 m r2vD vm7 NO ^! Q �. 1 r O ul o m -Z 5z Z 1 c w Q O°AA m,a F�I�.\�� ti I m �� y OaZ>DO� mr Q O N�. A�2' ,E°'• FC\ of Zy ZmXA myD MAX. SHUTTER ZC. C '➢" , .4 ��.� DC\ w vniOr HIAA naa ATC m°Z ZVnrn AOX LENGTH SEE (A 2 a�DNyxp mo mm vnm Io mvt O 'HmT ACCORDION SHUTTER A > All A, N 2mo M. MAX. SHUTTER AOD rntmmn0 0�a a D^_�pZ SNA SPAN SCHEDULE, _ In m ZNNA .olx LENGTH. SEE x AA Ll a c 41 n 0 Dnm m. - -+mT LZt -Z Z.Ds aOmnm Z3 TABLEI i .t n O n a Tn Clm ACCORDION SHUTTER <C A O D Lt T n^Q pZ NIA SPAN SCHEDULE, vN0 mm� 03Zo 3ylv`T� z IA Z b5clmrtt -I.3 TABLE 1 -23 OD ~czirn ONAZ2 .a aZ AnZ nq<m '9nm� t703= NN AA NIA Au1. Oin°DZ Z D0 9p m j �mmp mZXAm DS T/p+/ptt DIm ZIAn xA 10 tArn 'Cmz - ZOm 20MM �FDOm ma AN mr Oct �m nl222R(tt1 L1mn((�� m ZxA m rCt� mm Ar vm7 .nm7 Otit OD aD ODRy ODO a') A� EDGE O0 EDGE A, A�� °n '^ i'' 3= A 3= 3= EDGE 0Or u7C i. nO DIST. DIST. XD XD N EDGE nD XA II DIST. o DIST. rn 0 11 wo a 3 nm C N N A P O P m m A A X m f� Nn An• ,v \1 m Cts a D Cz X DImPt f N ^^ m O x A 'W y 2°A7 O I >nmNNX Q Aa m 2 Ar°-Zm `.'�mmpno C� Z 3���LLQ11777 0 0 L1 mm� 'AZ^� D m m ^ a.Pj 0,Zt(ZnC0 x O 3=ZZ, N o r WO D C r 11 M m - I r ➢Om NO °D2 Ll O-•O�Z Z C xA my13 M! An DCr DC �y OCo m AoIX MAX. SHUTTER Ao�X DO=m 2�3 W Im 33nOD LENGTH _.SEE �- yml -107 xA Z"ID MAX. SHUTTER p�D--IAI yip ACCORDION SHUTTER <Nlo tim0 x LENGTH SEE a x < _ a SPAN SCHEDULE, v "=I3 TABLE I -'t 3 <C'Z ACCORDION SHUTTER <a m o r f° cZiw rA 310 SPAN SCHEDULE, 9=p 0307 g... Z3 TABLE1 23 'ato, ♦+'`I Lt •I _��,- �_ Z Z THE SEAL APPEARIN, ON THIS DOCUMENT WAS AUTHORIZED BV 10HN W. KNEZEVICH, PE 0091961 ON FLORIDA BU/LD/NG CODE. 2004 r 12/19/2005 THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED _ HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. T I y& HR M. ACCORDION SHUTTERS --� eves ins , o _ n, gate b� deea«ton SI I Thornton•Tomasetti a;OL ua ----� yaX 330 N. Andrews Ave.. Suite 950 • Ft. WudeN k Al3301 _ Tel. (95 1) 522.3690 •Fax (959) 522-3691 • COA 7519 v -�< IVI '�'4 no �11. Website: www.TheTTGmup.com COm _ • • ia m. /.+Co ri ht 0 2005 Thornton-Tomasetti GrJo0I309 Print Inlo--tion: P'\FLI\Projects\KK5578.00\Drawings\R1-sub\05-578-06.dwg MC9ntu 12/19/2005 12:22:29pm D O \ ' rO \ Q < JZO Arm- O OnmW o -y.noy ^r$1n mra,3x- m0 l Z Z Zp= 55 11 R �mG^?n �Tn� "� MLcNtiTH. TS EE <O O ACCORDION SHUTTER m OE? nZ= SPAN SCHED.. TABLE 1 moon z DOm DOm I Z X A n O = n O u+ Z M m n' O Z'x X Vt ID Aft o ?D3x� nmmG OnZ OAZ -mi It.Zczi -Z PC MAX il-I tTSTF�-I 'IE ro r^„� L N T U t-> Ko O ACCORDION SHUTTER mnoE? AZ= SPAN SCHEO., TABLE 1 rnooc" Om3n 2 aOm XA XC n O n' - Z A ar O z A y 1 oN mo Nm Z OO m Z 11- rm m 'o O T�yz 10 Dm< , `om n Lar n3o g rnm 3 - �, zZ A D m zm =n /QQQTV•l mm D ZZo G N O rppN C xZ EA Z A Io z �'tV m 00 O nZ / D• E m Z � A O Ll or O➢ AN A zn T On rn C s <D C y Nm nE .y m Ar AZ m n c >, Di; x D 3m DX torn N zm p X � y T 00 Vr�rxrl" m mvl0 1 °Sorrnw mr O; O �N n GO m W3 F x O C Z 3: A Z l'' F r., I. 3 Oc o rA n f o r �.mc, Px C•�4� _ o. Zm>:1 9 1j'.,m tir mOtn Om X- 1.. .._. o7 Z o1V310--m m°E:E c'` n T t'.D A, N Z Z1 -V1 Zn cu ice;: mA� mz=-O n-13 Am NO -1 Q'• D O I,O I� ti ;c0 3> , O �yt ^ 1 A m TD , z x D 0. O C) rn tiZ cO °m Oz - rn el D O D ('P •........... FLORIDA BUILDING CODE, 2004 l N I'i r vi' n m O Lc ndale h de cit . ......... sno« ltrec p�j X 02/09/0$ lwm O L1 1 iAr ____________________1 D Zm Z A ow IFOi r A A �0UTA�1 1nm n m Dnmm001A� n -OA ;n n �, -z 1. E C :'nmm�rAD �j 2Z < •y OtA;am - �Am O1�Z �n pXA�00� Fp =y> ZI n �N yo �D Nx am n m o 1 HR ALUM. ACQ,ORDION SHUTTERS '� .1 Diruwn u/ ABLiIS'uPPlY Cu,7ne 400 IVv1;WcV b Read • F: rl Lawderda/e. FL 3JJ09 DIST MAX. SHUTTER LENGTH. SEE ACCORDION SHUTTER SPAN SCHEDULE, TABLE 1 Xm Eoz2£�D-' 3rn �-1m = pr DX AX ma'pOmN934� my Po' 0GyVCi o°ot:E AZ rrCtn aWOpC rD., LI DALI m1Dnrn^+Im „11 �-Omm I Z XAOE ~mrnm3DFP N OTO O p�Ox-12_0 o x 'yO 2Cfn^AA3n 2w I A "13 azt 1 2 Nm2mD Tm81� nE D_A^mtD D J� nTWDm m n c >, Di; x O o 3m DX torn D� X � y T 00 Vr�rxrl" m mvl0 1 °Sorrnw mr O; O �N n GO m W3 F x O C Z 3: A Z l'' F r., I. 3 Oc o rA n f o r �.mc, Px C•�4� Zm>:1 Z 1j'.,m tir mOtn Om X- o1V310--m m°E:E T t'.D A, N Z Z1 -V1 cu ice;: mA� mz=-O n-13 Am NO -1 I,O I� ti ;c0 3> , O �yt m TD , z x D 0. rn tiZ cO °m Oz - rn el y M E y�mEN� P m A D -rte :. Z CNn-1 .c• z vlrsxn', �0UTA�1 1nm n m Dnmm001A� n -OA ;n n �, -z 1. E C :'nmm�rAD �j 2Z < •y OtA;am - �Am O1�Z �n pXA�00� Fp =y> ZI n �N yo �D Nx am n m o 1 HR ALUM. ACQ,ORDION SHUTTERS '� .1 Diruwn u/ ABLiIS'uPPlY Cu,7ne 400 IVv1;WcV b Read • F: rl Lawderda/e. FL 3JJ09 DIST MAX. SHUTTER LENGTH. SEE ACCORDION SHUTTER SPAN SCHEDULE, TABLE 1 Xm Eoz2£�D-' 3rn �-1m = pr DX AX ma'pOmN934� my Po' 0GyVCi o°ot:E AZ rrCtn aWOpC rD., LI DALI m1Dnrn^+Im „11 �-Omm I Z XAOE ~mrnm3DFP N OTO O p�Ox-12_0 o x 'yO 2Cfn^AA3n 2w I A "13 azt 1 2 Nm2mD Tm81� D_A^mtD D J� nTWDm -�r=OA�n� CE 1D r'm vQv '3 C•. SA. n TI D�mO 'y nlCz m=ffp7P JOAN 3m DX torn mp77nm 9• A^t rnN r X Vr�rxrl" m mvl0 1 °Sorrnw A2 CN DO n_+ rT n�1 r� o~ Zmy Zpm-i3O GO m Ll W. Oc I �. MAX.SHUTTER ABLE 1 HORIZED BYIOHN W. KNEZEVICH PE 0041967 ON IONIC SIGNATURE; ORIGINAL, SIGNED & SEALED .LOW. ThomtonaTomasetti s l-OLip 330N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 522-3690. Fae 19541 .......1 . fnA b Pnnl mlormotbn P \FU\Projects\KK5578.00\01awings\Rt-sub\05-578-07.dwg MCantu 12/19/2005 12: 22: 40pm 12/19/05 12:01 GONGppR�TET''E D aST. STRUC 2oEoc �, s x .__. n �.' 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KNEZEVICH PE 0041961 ON FLORIDA BUILDING CODE, 2004 f r -� 12/19/2005. THIS 00 S NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED EI SEALED HARD COPIES TO THEAPPROPRIATE AGENCY WILL FOLLOW. N y' IZ, II revi�ns yg HR ALUM. AC ORDION SHUTTERS s�, ea- � p I no dere o I deecri lion � y � r ThorntOn�Tomasetri .tet Jt<F� 330 N. Andrew: Ave., Suite 450 • Ft. Wuderd le FL 33301 Tel. (954) 522-3690 . Fax (954) 522-3691. COA q 7519 ~' F� •a laouern e, INQ. I - Website: vnvw.TheTTGmup.com (� IFS dl p `pI�••-• iOna ni/.IH Svpp/y Cn.. inu COpY Q TomaSettl Group Inc. ail m � �.�� _ C�.`ii '_� Ig01PGr.NcNab RnaJ I•'rt LauJerJa/t h'L 11309 i ri h[ ® 2005 Thomton- O 2 N IA D ^' i O A D s�sA Z x = = g z A I f al m m m a a a r 3 La� - ,.• i ,.. .., I ,.. i .., 77" 3 ODO Z x O • �$b �} ,. is Y J - THE SEAL APPEARING'QN THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH PE 0041961 ON FLORIDA BUILDING CODE, 2004 f r -� 12/19/2005. THIS 00 S NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED EI SEALED HARD COPIES TO THEAPPROPRIATE AGENCY WILL FOLLOW. N y' IZ, II revi�ns yg HR ALUM. AC ORDION SHUTTERS s�, ea- � p I no dere o I deecri lion � y � r ThorntOn�Tomasetri .tet Jt<F� 330 N. Andrew: Ave., Suite 450 • Ft. Wuderd le FL 33301 Tel. (954) 522-3690 . Fax (954) 522-3691. COA q 7519 ~' F� •a laouern e, INQ. 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STRUC Z NPOZD- C DD a�=rn9 F9yy IE Z ZVm Omap � n £oQ=r O��y�p S 9 =syro arc-�icy S G1 Sere 22a D Zaam"'N �. m a is E 7 gal jljj- oe� „ x> of O m - - .• m m - Q1..�� an d Q 0 S H m rj,n Nlew,�a: ni oZ av 4 Iz aim a3 c T f T Is 1 0; - - 2 e c O v z I u "mom o�eie -time 2 W. KNEZEVICH, PE 0041961 ON ORIGINAL, SIGNED & SEALED L z'j� .rve, I 1 ` ,?� r �, tBr8 HR ALUM. ACCORDION SHUTTERS na crate deacn tlonl Los .r , t ThorntOII•Tomasett1 Gl—oup . r pnrnavr seaea.�a.i. aMm ss resX ami 1 - ❑ 330 N. Andrews Av<. Suite 450 • FL lautlertlak fl 33301 j Tel. 954 522.3690. 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KNEZEVICH, PE 0041961 ON SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton-Tomasetti 'roup w n°Iro¢ R:\FU\Rroiects\KK5578.00\Drow,ngs\Rt-sub\05-578-11,owg NCantu r W mrmDy �3cypmmimZ FLORIDA BUILDING CODE, 2004 z, II revisions ��f°LO r�l�o nov data h OeecHl C71co c p{FCADIAy Om W £mrpymA� DmODm�y�ry WDyNrn2 Co^tL1r'DrDm mNDOZOZZpr Nm�� DpC1ym �pzDpOA=O£ Zyycamrn'�oy 1np Amp pp"'= �N CNy pmrn' nD ypNrnmr<;n nm MM:E' rmy 3ymM >M rn=y ZmmytX 1. ' THE SEAL APPEA Ca Z rL 12/19/2005. TH HARD COPIES T ' t4& HR ALUM, •--.5.4-E� v �i • _` a Dir.vum �i��_' � • !nn Wnt,Llc.Vab Rn IQ5 12:23:21p. 12/19/05 12:05 yt<Olnm rptOII f'7P 00m!2 ;m -,nix DD�im to a D .nJ. oo-+oo m uta c wtio'ca rmrN m-L� to v+or m Nip .O�i p f.. •I I r s m oomqm I m2�A'� O p "N ... mconm Dmy Dx vim yX z Z i'wyri N mz2n m E 0 v G Aig ZD O I �p=�mmu O D01 rm n� i.m Axp n '\ nm�� Z ? LI I= n 4z g�•.� .�I�I� � � a o ; DW � W L r � C D � � � 3�yp� P Z X mA I O� y �IyC g%F Nm FLORIDA BUILDING CODE, 2004 z, II revisions ��f°LO r�l�o nov data h OeecHl C71co c p{FCADIAy Om W £mrpymA� DmODm�y�ry WDyNrn2 Co^tL1r'DrDm mNDOZOZZpr Nm�� DpC1ym �pzDpOA=O£ Zyycamrn'�oy 1np Amp pp"'= �N CNy pmrn' nD ypNrnmr<;n nm MM:E' rmy 3ymM >M rn=y ZmmytX 1. ' THE SEAL APPEA Ca Z rL 12/19/2005. TH HARD COPIES T ' t4& HR ALUM, •--.5.4-E� v �i • _` a Dir.vum �i��_' � • !nn Wnt,Llc.Vab Rn IQ5 12:23:21p. 12/19/05 12:05 yt<Olnm rptOII f'7P 00m!2 ;m -,nix DD�im to a D M>." mmp Dx p I.n—OAZ m'n Cy mT bm y Fpn <CZz {(�-Oi [.N�rC-Znzi D~ ,niz EDGE (! mn DT CLl 015 T. ADZ=^t n --T Dntzn09 m-2 ;m f.. •I I r s m oomqm I m2�A'� O p "N ... mconm Dmy Dx vim yX z Z i'wyri N mz2n m E 0 min A� AN ZD O I �p=�mmu O D01 rm n� i.m Axp n '\ nm�� Z ? LI I= CL1 rn m .. Ay L0 W < v' DW 2 J ut � m n ut OC O� y �IyC pf C :E t rn-y r 01 — O m< \ Z-' i; T 00> t yI 7C 'mi D Zti -Ci o o I q,',,.., m r o r EMe E0. ((>��v�ri SDC C �� LiN I;r D f om Z X MAX. SHUTTER =D LENGTH, SEE Z x !n " ! £ m ACCORDION SHUTTER cL SPAN SCHEDULE, i. �Nm 3 £ Op TABLE 3 U; (-1 mn <o mrxC vm �r DZ yz .y O Z LA MLlm z n o M \ C m � m EDE =CDv \ i Mm= m D p L10 OOZ ODm< ..MpCpa Nm w 3r m33 m m 0;� Dy ZZ rr' SCI mp 00 A Oym m In to N mm Z.D C yC m o mD N0p O n pm p pn_ p JCZ EA < MZn O y0 vi D A mQO z r D? Z m 3 E M r � O y Z A G1 D T D C T y co M m p2lz Zrn ND my 0 Orn mWm {O O 4 ay�y D '-mI CUMENT WAS AUTHORIZED 8Y IOHN W. KNEZEVICH• PE 0041961 ON ISTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED 'E AGENCY WILL FOLLOW. SHUTTERS Thornton-Tomasetti %.: oup l um 330 TO. Print Information: P:\FL1\Projects\KK5578.00\Drawings\Rt-sub\D5-578-13.dwg MContu 12/19/2005 12:23:41pm 12/19/05 12:08 D^Dy N T p m vyr 9I0 x Z N o' Q OZ Gi — i A p99 p rNmoN zm�=Z. mC:m v �r2Z nm DZ G) rNy Tao D z _ E Z L1 mn myDz Q Za m' TN - oGf° oz 6 d O m n� T N Q o➢ � H \ Ij NC ZP T N \� ;Zc A 0 �C D m� w N.r sol;.. N P NN '�Qm D'2 r �° m LS P c LAti 0 o yZ r N N P Pf n On O sy O o O m 9 n o a 0 n c. porgy mn Z�Z� <m 2I 0 mA� m, U o om,r, m o a C V ZZ4 N � L•.i' m ` m ^ Z cl A 0 A in I I D nn to Z o vyr 9I0 x Z N 0 A0 D�ZO Q OZ Gi — i A p99 p rNmoN zm�=Z. mC:m v �r2Z nm T rNy Tao D z _ E Z L1 ODZ 6) o n� D mIU o m 71 1— IZ-icm pn-( 6 d O m N1,0 O T N Q o➢ � H \ Ij NC 70 Z m \� ;Zc A 0 z<°QN w N.r sol;.. N P n 0 3oT . mZn < ^ 2 m r �° m LS P c m3mm Z 0 o yZ r N N P Pf n On O sy O o O m 9 n rm c. FLORIDA BUILDING CODE. 2004 THE SEAL APPEA `1 g 12;19/2005. TH HARD COPIES Ti Y A4& HR ALUM. c5 1 c� 8 A WOOD EXIST. STRUC A> 0 A0 D�ZO Q O0>1 Znr DDDR i A p99 p rNmoN zm�=Z. Z �r2Z nm T GO E Z L1 mIU o m 71 1— 6 d O m T A3' T E X — o➢ � H f f N P P m e Zgv w N.r sol;.. N P z = m ^ _9 m D A r �° m LS P c 97� o n z Z ' C T m yZ r N N P Pf rri W � <— n v o O sy O rm w N , m ^ aA? P EO 'Aim I CA z rnSA Z a ylyn DDm z 9, 1 rDE m D ym SZV y ➢n b Oa= 0 TO `26 Kr = Am O C22 m m A ODb X gi o k<< m Z m D clO ZZ O ZD y mZ Cm Z pC A u D3 m £ va n CD D Dm m OZ m Gt rn o CA mm m D Nm 3 2 ^ my n O QO Z y y Q D 02 3 rm av D ED n C na = N mN 2 m m- m VI Z I ,+ u OIE tn3<£ ZAD =S or^b2 n�Z Dm m3pm ran �mrp IIIc 0 3 0 Arn3 c, =, X utZN rC, nZ.y1 00 nnOyZmnm mmrOp<my n>S DA vvmLznoa-rD £m�: ygr VC OmmOy ➢OD_; A. Zy 0yC ma -4 ya nma m3b m NDm 9m ar s m'� y,w Ny O m2 Zm£ r=,r— Zp nm0 IAZZ ' 30 Z,03 -min Z£ aDp 1=110 rD.T r9-mD OA N D •(_3 S Nm :E z> DD x O p0. rn `� 0➢E (Om VImQ m£ 3C DOo D Z0 nC ut2 _ T Ey vmD 0D 73 mZ jZ TOE L21 aT Am mon ZD ym 000 0y 71Dn rx10 SA �Z T=a Im I aZZ y1n A AL1N rW W. KNEZEVICH PE 0041961 ON ORIGINAL, SIL'NED & SEALED SHUTTERS 112—Thornton-Tomasetti f' raon>p 330 N. Andrews Ave., Suite 450 • Ft. laude dale, FL 33301 Tel. (954) 522-3690. Fax (954) 522.3691 COA # 7519 .Wite: www.TheTTGroup.com Cu, A. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-0 Property Address . . . . 1126 Application type description RESI Property Zoning . . . . . TO B Application valuati -' n . . . . - -------------------------------------- Application desc HURRICANE SHUTTERS ---------------------------------------- 033793 Date 8/25/06 SCHEIDEL CT ENTIAL ADD/RENOVATE/ALTER UPDATED 1300 ----------------------------------- Owner Contractor ------------------------ CRUZ ------------------------ JENARO RIFFO REMODELING SERVICE INC ATLANTIC BEACH FL 32233 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731-5819 ----------------- ----- Permit ---------------'-L----------------------------------- BUILDING PERMIT Additional desc Permit Fee . . . . 40.00 Plan Check Fee 20.00 Issue Date . . . . Valuation . . . . 1300 Expiration Date 2/21/07 ------------------------ Fee summary --------------------------------------------------- Charged Plaid Credited Due Permit Fee Total 40.00 ;40.00 .00 .00 Plan Check Total 20.00 20.00 .00 .00 Grand Total 60.00 j60.00 .00 .00 PERMTI' IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s; CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS /� Date: Please submit (2) complete sets of plans with application. Job Address: 112(o SC14 CI O L` l C7— Owner: TOwner: V0,rn14 O CXOZ ,Q ath q&Oo74yTti,9CZ— Address: //Z4 S"C#e*1zV/ cT .4T1'.4/Vr'/C e' c,� �= C,.12033 Phone: ' g Legal Description: Block Number: Lot Number: Contractor: JP--17e2t,0 XIFP /O__ )qe P Q C(40-6 <, Address: 0 73`7 >W� C/ City: Cf /6e - Describe proposed use and work to be done: i h6t) c X12- //C? Al( Present use of land or building(s): Valuation of proposed construction: State: Zoning District: License Number: Phone: � — 73w —6T—/�F 322-07 Fax: yas- 731— /©/Z- 'awl", 2.. pawl",C& a,9 0,-) Is approval of Homeowner's Association or other private entity rlei quired? /110 If yes, please submit with this application. Required Building Data: Mean Roof Height 2t� (ft) Building Width 14 - Window Height Roof Slope %U 4 fo (ft) Building Length (irt) (ft) Window Width /U /Q- (ft) Window Elevation from Grade (ft) Measurement from corner of building to window. (ft) Number of windows being installed N %lean Roof Height i 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5645 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 i Procedure: In order to expedite issuance of permits provide all information as appropriate. result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (p�f) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Date: � d Incomplete applications may Signature of Owner: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specried herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local roles, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. understand that the issuance of this permit is contingent upon the above information being true and correct that the plans s porting date have been or shall be provided as required. Signature of Contractor: Date: O Address and contact information of person toceive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Name: Advance Hurricane Shutters 2014 E. Adams St., 7ax., FLi32202 Contact: Victor Reyes 904-62246435 Cell 904-807-0174 Fax: 904-801,-0178 - - - ail: Email: vreyes@advancedbuilding.biz AS TO OWNER: Sworn to and subscribed before me this :-- day of State of Florida, County of Duval `*r1b, �„Y�N,PAMIC A. REEVES EEVES oWy Publk • Sk* of Fbid�COWA MME>NMhr30.2010 '%CW 100n t W 557310 Am. AS TO CONTRACTOR: i U Notary's Signa4e: Ici Personally *own ❑ Produced identification Type of identification produced Sworn to and subscribed before me this d ( day of State of Florida, County Notary's Signa, Zersonally ❑ Produced i Type of id toad • Atlantic Fax: (904) 247 2001, . produced Florida 32233-5445 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/27/03 Duval County Property Appraiser - Parcel Summary A� L 0 160VA, I � 0M'osoe of the CAy of JaCksonW[a, FkftM. ProperTV Appraiser Home > Departments > Property Appraiser > Duval Counter Database Search I Page 1 of 2 3aaf'u'S Parcel Information RrintakaE Verit�n: Owner's Name: CRUZ DOMINGO & AMPARO FONTANEZ Real Estclte Number: 178958 0834 Secondary Name: j Property Address: 1126 SCHEIDEL CT Mailing Address: 1126 SCHEIDEL CT City: ATLANTIC BEACH ATLANTIC PEACH, FL Zip: 32233- Unit Number: 12 Zip: 3223 2006 Exempt Value: $25,000.00 PARCEL DESCRIPTION Property Use: 0400 CONDOMINIUM Transacti n Date: 12/16/2005 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL Le g p the actual amount of COURT UNIT 12 - 1/18 INT COMMON Transaction Price: $82,529.00 documentary stamps ELEMENTS O/R 12848-787 paid at the time of recording. The current E rate is 70 cents per i $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. Buildings: 1 Official Record Book and Page: 12971-0630 Heated rea: 0 Map Tile: 9417 Exterior all: VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL Land Value: Taxing Au�hority: USD3 Class Value: County T : Improvements: JjSchoolTai : http://apps.coj.net/PAO/RENO.asp?RENUM=178958+0$34 7/28/2006 ?,loria-,uilding Codc Online 91 BCIS Home I Log In I Hot Topics i Submit Surch !Product Approval �r Y USER: Public User Product Approval Menu > Archived Product Manufacturer 3•y�-�c Address/Phone/Email Authorized Signature i Technical Representative FL # .Application Type fj F!�P l�t, ��fi�{ t 4k la i1111a �1 1'7`�1j . Code Version r A . I s4 kVA„ —0 PL ,tom M f Application Status V•"'�1.!+"t{Y+iNF=""^$i!1CrrY�{�M21l:1!,rl .1 �� F'ICtff\8cf'tr,�.lJ.flil,AiITI F 0.� Comments Archived Product Manufacturer 3•y�-�c Address/Phone/Email Authorized Signature i Technical Representative Address/Phone/Email z. �fyr rtrs'�AFk� 1. i` r A . I s4 Quality Assurance Representative Address/Phone/Email Category Subcategory Pagel of 3 ,� � r`tic y i•� fiJt , h , �r^u�: • � T I r 1 r' r l l-Na}�' g d �j11 fjr�`_ I �I ➢ Yl ) .s.:i:�l C+r)i.�c-LAL('+. :r�:J13 it k_ - :�y }{.]ctt^3i` d4�ii� � yrs..1'-'y:::.. •.f, Stats & Facts I Publications I FBC Staff BCIS Site Map j Lin > Apolicatlon List > Application Detail FL2249-R3 Revision X004 , pproved Town and Country Industries, Inc. 400 West McNab Road �t. Lauderdale, FL 33309 (954) 970-7700 tomj@tc-alum.com Vladimir Knezevich i jk@knezevich.com hornas B. Johnstlon OO west McNab Rd. :t. Lauderdale, FL 33309 954) 970-9999 omj@tc-alum.com hutters ccordion FILL-Virl Compliance Method Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received i Florida Engineer or Architect Name �ohn W. Knezevich who developed the Evaluation Report Florida License !'E-41961 nI o rild,,JBuilding Code Online Quality Assurance Entity r.. Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date SuiJmitted Date Validated Date Pending FBC Approval Date Approved ethod 1 Option D 2/31/2005 /5/2006 /9/2006 17/2006 Summary of Products Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. .6.8 and HR Accordion ptandard Year ASTM E330 2002 SSTD 12 1999 ethod 1 Option D 2/31/2005 /5/2006 /9/2006 17/2006 Summary of Products FL # Model, Numb.er olr Name Description 2249.1 .6.8 and HR Accordion Aluminum Accordion Shutter Shutter Limits. of. Use Installation Instructions - Approved for use in HVHZ: Ver.'rfied By; Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- PTID 2249 R3 T 05-578 DWG 68 -HF 12.pdf Other: Use of these product shall be in strict conformance with the requirements ofithe PTID 2249 R3 T 05-578 Report 68-E 12 R3.gdf reference drawing prepared by TTG, Irac. These products are NOT suitable for.installatiion in the High Velocity Hurricane Zone. These products may only. be installed on concrete, Hollow concrete block or wood substrates. For all other conditions site specific design shall be by this office or our delegated. engineer. Shunter spans less than 32" are not acceptable per the provisions of SSTD 12-99. 2249.2-7 6.8" Accordion Sh Iter Extruded Aluminum Folding Shutter Limits of Use Installation Instructions Approved.for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: Use of these product shall be yn strict ,rlorida Build.in'g Code Online ..., . conformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the'Florida .Administrative Code. These products are NOT suitable for installation in the High Velocity Hurricane Zone. These products may q my be installed on concrete, hollow concrete 'i%block or wood substrates. For all other conditions site specific design shall be by this office b our delegated engineer. Shutter spans less than 32" are not acceptable per the provisions If SSTD 12-99. —- - X2249.3 JJHR Accordion Shutter Limits -of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/ Other) Use of these product shall be In strict conformance with the requirements of, the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the Florida, Administrative Code. These products ire NOT suitable for installation in the High Velocity Hurricane Zone. These products may gnly be installed on concrete, hollow concrete flock or wood substrates. For all other conditions site specific design shall be by this Office or our delegated engineer. Shutter spans les$ than 32" are not acceptable per the provisions of SSTD 12-99. Page 3 of 3 Extruded Aluminum High Rise Folding SI Installation Instructions Verified By: Evaluation Reports Florida'Suikd,ing Code Online 9 bu: �x:1aLliuscli'.c�� e.nw.w r� carry,. y i"m'�f ta' y L7GviLyF1�1PSY��t y N, tSfiillC'SIt¢Y c,�F"u Log In i Hot Topics I Submit Surcha Product Approval USER: Public User Product Approval Menu > Page 1 of 2 7ri f f t' � �, 1 I} I f FhfbntL Gaff i' i i� r r � ���; r of r a F it , f A i41 Y I•it "�.�fJ` - 1 V 1 V i. +...1 .i..l.17 Y1 U"'%.f�fNf It k� Imil+{.c.TPV Ys.c...:7:g'V�..1.. I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Lln > Application List > Application Detall > Application Checklist Form #: 9B-72.130(3) Verify the method of demonstrating compliance is from an entity approved by the Florida'Building Commission. 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E certification listing or evaluation r —„ 3. Verify the method of dem-onstrati suspended, recalled or revoked. �i 4. Verify the product has not been ri s certification of independence. Note: Evaluator ncy, evaluation entity or Florida.. Registered gineer which produced the. test report, port required by Rule 9B-72.040(5). g compliance is -current and has not been lied or revoked. Verify the Code sections and reference standards for which the evaluation demonstrates compliance. 6. Verify the method of demonstratir of the product, as intended. ,? 7. Verify the manufacturer installatio 8. Verify that a quality assurance prc approved third party quality assur wf; To the best of my/our knowledge, this application meets or exceeds reference standards listed in the a compliance indicate any limitations on the use instructions are provided. f )ram audited by a Florida Building Commission nce agency is in place. he'product, method, or system described in ie "Florida Building Code requirements and plication. Next DCA Administration Depi rtment of Community Affairs Florida Building Code Online Codes and Standards x'555 Shumard Oak Boulevard Tllahassee, Florida 32399-2100 (850) 4B7-1844, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State Of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: 4 tl i i F4-y)�jr i noln.ton-Tomas'ettl LL Sao Y/�y Evaluation Report TTG PROJECT No.: K.K5578,00 DAT?E: December 30, 2005 PAGE: I of 3 FEC EVALUATION REPORT NO.: FL2249-R3 CODE: Florida Building Code 2004 PRODUCT CATEGORY: Shutters i; PRODUCT SUB -CATEGORY Accordion PRODUCT NAME: 6,8 & HR AccordionShutter Town and Country Industries, Inc. MANUFACTURER: A Division of ABC $upply, Co., Inc. 400 West McNab Read Fort Lauderdale, FL �3309 This is an Evaluation Report issued by Join W. Knezevich, P.E. (System,ID No. 1754), to Town and Country Industries; Inc., based; on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Commission, Department of Community Affairs. These Accordion Shutters have been evaluated and found to be in compliance with the Code and that the products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. 4 ti1 r� 7 Evaluati-4�ep 'GRPUP, INC IV �� ':rmo l J•° 737 Johri•;Wpne ch, �.. c` Vice Fees` t� n -0 December Florida Licensejg, ,;PE$1961 Florida COA No.: 7519 The sea] appearing on this document was authorized by John W. Knezevich, PE 41961 on 11/19/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, suite 450 -a Ft. Lauderdale, FL 33301 Y 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTGroup.com w. Ofhees Worldwide C Thornton-Tomasetti Group TTG PROJECT NO.: : 00 DA Z SIIRRTANTIATINP DATA 2.1 PRODUCT EVALUATION DOCUMEN- Town and Country Industries, Inc. 6.8 & I revision one, dated December 19, 2005, S1 Group Inc., (TTG, Inc.), signed, dated and s of this Evaluation Report. 2.2 2.3 TEST REPORTS • Test report for -Uniform Static Air Pressu successful testing of impact resistance in prepared by Construction Testing Corpo (HTL), and are listed in the referenced di • Tensile Capacity of aluminum alloy E8 -03/A370-03. STRUCTURAL ENGINEERING CALCI Prepared Rational and Comparative Analys anchor calculations. From these analyses, a Schedule was prepared for both the 6.8 Acc design load (PSF) schedule was also prepar span conditions at specific design loads (PS both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pas: with SSTD 12-99. These Accordion Shut windborne debris, when installed in ac respective drawings, prepared by TTG, Inc. These Accordion Shutters have been de; Schedules of their respective referenced Evaluation Report December 30, 2005 PAGE: 2 of 3 Accordion Shutier, Drawing No. 05-578, with a s I through 13, prepared by Thornton-Tomas.etti -d by John W. Knezevich, P.E. is an integral part in accordance with ASTM E330-02 and onformance with SSTD 12-99. Reports were tion.(CTC) and Hurricane Test Laboratory, LLC wings. ;ions was determined in accordance with ASTM LATIONS . s of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) �rdion and HR Accordion. An anchor spacing vs. d, indicating maximum anchor spacing for given for each type of anchor used during testing, for in the design of this product. :d the large missile impact testing, in accordance .rs may be used to protect glazed openings from ordance with the limitations indicated in their to resist wind pressures as indicated by the Span zgs. TTG PROJECT No.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re Evaluation Report CA''E: December 30, 2005 Pace: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. These'Accordion Shutters are to be installed' in accordance with -the typical details, general notes, schedules and material specifications Found in their respective referenced drawing. See General Notes of the referenced specifications. All dimensions of compos drawings. Anchor specifications including distance and manufacturer are indicated in t • Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for it • These products may only be installed c substrates. For all other conditions site delegated engineer. Shutter spans less than 32" are not acc • This Florida Professional Engineer do acquire, a financial interest in any coi or labeled by the agency. • This Florida Professional Engineer is manufacturing or distributing products • This. Florida Professional Engineer' acquire; a financial interest in any c which the reports are being issued. • This Florida. Professional Engineer 1 acquire, a financial interest in any of product. swings, unless otherwise noted, for material is are indicated in their respective referenced :ceptable substrate,. minimum embedment, edge referenced drawings. with the requirements of the reference ation in the High Velocity Hurricane Zone. crete, hollow concrete block or wood fic design shall be by this office or our e per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested ,t owned, operated or controlled by any` company tests or labels. -forming an evaluation does not have nor will pany manufacturing or distributing products for rming an evaluation does not have, nor will entity involved in the approval process of the A y�5 y�{� Thornton mTona(\etti � ,� o V ��� ivuJ"'.ri.'tU�' TTG PROJECT No.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re Evaluation Report CA''E: December 30, 2005 Pace: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. These'Accordion Shutters are to be installed' in accordance with -the typical details, general notes, schedules and material specifications Found in their respective referenced drawing. See General Notes of the referenced specifications. All dimensions of compos drawings. Anchor specifications including distance and manufacturer are indicated in t • Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for it • These products may only be installed c substrates. For all other conditions site delegated engineer. Shutter spans less than 32" are not acc • This Florida Professional Engineer do acquire, a financial interest in any coi or labeled by the agency. • This Florida Professional Engineer is manufacturing or distributing products • This. Florida Professional Engineer' acquire; a financial interest in any c which the reports are being issued. • This Florida. Professional Engineer 1 acquire, a financial interest in any of product. swings, unless otherwise noted, for material is are indicated in their respective referenced :ceptable substrate,. minimum embedment, edge referenced drawings. with the requirements of the reference ation in the High Velocity Hurricane Zone. crete, hollow concrete block or wood fic design shall be by this office or our e per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested ,t owned, operated or controlled by any` company tests or labels. -forming an evaluation does not have nor will pany manufacturing or distributing products for rming an evaluation does not have, nor will entity involved in the approval process of the aPrint Inlormalion: P:\FL1\Prokcls\KK557B.00\Drowings\R1-suh\05-578-01.dwg MConlu I2/19/2p05 12: 21: 40pm 12/19/05 11:56 -y(o MAX. SHUTTER SPAN y P W T n FOR fi,B ACCORDION SMUTTE SYSTEM, SEE TABLE 1 ND Ty u-ir Om yT 0 D-1 ZO r-OCS n -I -I 9OD D O S O O A r r •OnNN OD S n 02 y Ar rnrm O £ 'O>= TmN INm DNm Oz£ m-£ D nDny OC Dm_ -1 CyDA N -y ONDy N ym 32 m A SA 'I=Dila O D-. i m D n r r D_ N m A O O r G, D TN mlmm /,1VmA z: mq>0 Iryim 6.1,1 y T- zm Tm >m m m •'1N "{ N Z NZZrn m32 Seim mmpm n9� om£A n1m Zrn Oln An�/N,rn ?.•X-1 SD o� Ay 'nCOm Inn Zp 2 <rn X ca 2vriA23 Ina Nrr'rm rAv r2nrr• v-1 ypm A mrzm m� nmm ono an CN O '_i o Z = m -i D m A Ll= D NNE C w 2 y 0, ry 5z OD >ZOO Am t� mmAmy T Any y mOyA ry £Dn'-I °y- TAT yoO p,Z'+ NAC NmNA D mA ?Z Lix M N L]X A DASD y y N N £ D D m D 0 W 2 n G y y 'TVI m A m m Dnl^ 2 T00 N NA9n O N>0 mC<y DNy V'3rm _mINyO ym❑ ONOn a .n0 I/� n2 3 D „C,ICCH S O = rto nD O N 0 ; n m •D o N p >N NSZD mD 2 Dyo. ZAO Dm A2r_ L1T2 0 Cm_A_I DY A -IOC ZNm M>n ZZ& yA +yZ'•I •f1 ADN '{ VIN -'10 •ym O Wym N m A y: m O S g CNr1 n10 nD r D Om I m� Or>m ym=£ ?m0T Z 2rA 9Z<m >T mnD O OA yDp2 my TNyT -Z•< Ll< D yA DmN -ZD< .DynD ZDZmo t➢ 2"I tA+rn inmNAD £ Z i- Pry y !^D Imn> < y2 uyM, m9iS y AZmD nyDmy,,O A-iy y00C ED < ZrD Dpp9 Z>m ADC m om 3 DOZ < O D N 8 £ N Z r Z y £ m mD D y o Om N D rmr m<3y ymAmr In AZA p CZ122D ND D-10 H ymnlp AO m.=r Da DSI ny ZYyy NCY �Oy DZD .N ,Cr m yD ZZ > NLIC D N S D S m 9Llm o Nm A.> ,ou Z mpOp ZNL1� m HOMO < ASA Snn-• DD DOmm yZVI TA3m n2 mmo •O.pS. rn rOnmy m DDN r m -Ai O0 5,' WNmm Smol Symcl "Min D Oy�O m2 mOtO m iOZ'^ m£C D Y A NN > <rn y ornA TAN T r=0 m 2 C N m mn -in .m Z N N nx m O SC 2,o D K m•a DCm� m y A n rAON T nOm S > Y➢ C mm 0nn3 O yWjAm K O mC-2 03 2 A y 3 y r urny D y ? 3+' p D3 -7 o np y r2 D u Z m0 HO Mm ryr AmmA rm A yDC N OZ 3 TCO O InDDAZ mN On rnnyZ N DOmO Dn 3Z =Zy m -Im a Z I D0.4; r D S rr" y r W o N y Cm " C"�0 D3m0 Im,IDZm. NZ�9 y Amt n Aow N' 23 DZ. OZOO -1n ml^a m T y pTT .. m 2 0 2' a S P m D !^S RmC oZ Va mDmn m Nym 3 <co s. D >ND yZH CANy YN N 3rT .O A > AO L1 N C V' C• >_.I D e >� DCmm TDA- SAAT��dVrN,rn m ANA n yG_IOn[Cv OST n m>L1m tDA y nm0 Z O C D O nI Z r D Z VI C C A -m u; n,o D I 2 a j., O„nov "4 -Do n mZAO£OA d>n D IM c D CA yr m Tc Om oo'. Ar mT nOm yD2 m y r. nDZ am t2jl N y 3 % > c O>n T rCmm O»n O Trr A _ID:; 7 r £Dm N•C 2m Oym D D D rn mmf -Di m mr C 3 -mi3n'S VZI n mZZC £A 21ril �DDN Dm2m ••i 'Al D rnymr '4 -1YyZ-m yv0 -X F OTS m11> Cm AD mOo - m-Nj NrN y0S D T y y O L10 > :N NO NT y ZOS y Srmy < OmC Xmy y SA MED m >Zy O D N Dy2 rn O I N r r m y p Z oAn V TOyN r ?Tm m y90 S s pN yD Amy nD nnry+rn mOA A y O C zujH £ern O 0. it j m y D mo CD 00 yVZi T IZiIDm Atom 7 ZOrmn _. DSDm 'p mO Op y OyD D pm �£S Op 2K NmD TA Am p Z D m A yrn- N z m r C O: A A p y Dmm rAT nmD� Z mn m ymV -�i 9y ZZO aY -c DNN 3oryirn N N 2= VI 0 m N In N Z .N -I n Z Z C D. y0 3 mTA ani > yOnlOm o j3 Anr p mrr•1T O ➢m .Cpm Vm Amm SA mmA yO £r2 C Z y C DNO > T.ND m m T C C y A,om m :4 m N o n £ym ZmC> C TZf-I neo a iDmm ON C�� L1 DD >m= Zm' mD mmL1 m?„ ZDD OZN m m mm02 o m y D A =m2 pal 13+1 Z ❑ A_ In mM_4Im v0 mZ2 DD Z N D- A 2 m m !'I 2r pr1: IL11On m •R-( H rlu ADN-( DA Nlnm W on DZO 'ir Ay NOnt Sm 22rZn 'mmo -y(o MAX. SHUTTER SPAN y T n FOR fi,B ACCORDION SMUTTE SYSTEM, SEE TABLE 1 . x FOR MR ACCORDION SMUTTE SYSTEM, SEE TABLE 3 IA n f' i I 2� n 31 Ym 2 • <Z F y r3 N? N ^ n O n ~ < D D � Z A 0 m O' N Z x D c M y M• y m n .y D 2 2 I <v n Fn r > y £ 7; 2 0 m -1 A D • n x • a , 'Hi..'ia •a. • IIT, a t y j w FLORIDA BUILDING CODE, 2004, 0 r THE SEAL APPEARING N THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH PE 5 In - �•`� L 12/19/2005, THIS DO: 0041961 ON NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED _ HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLOW. Z� o revi is _ i •. DD a.a ,L HR ALUM. AC ORDION SHUTTERS T o dscrl IDn ; D r zt Thornton•Tomasetti Group r ! •+ D 2 '^ CO o •O C� (cTn� � 330 N. And,ew, Avc, Sune 45Laude,dalc, FL 33]01 Tel. 954 S22• Fax (9 0 •Ft. 54 5G 6922-31. CDA / 7519 ( ) Weh Ile•w The rauP.com ;.{ p W c .. _ 9. t` A Di./rL. (AI 3..yplp G.l.c 406 W_' C.",iohi C 2005 Thornton-Tnma,ew Prinl Inrormo(lon: P;\FLl\ProR,cls\KK55 s\RI-sub\05-578-02.dag MC -W 12/19/2005 12: 21; 50pm 12/19/05 11. 8 1.7 2 1" O 1�• 25�"� . o m O iv O N n W m > > o p O W w V m r N N D n In DID > r 'W r T = 3= - r mom. j .N n' 0 u+ o 'I. [n P o o = = o u r m n r S r r D VI In h 1 T Z N N ^ w m j m J T N _ ! c 1.106" r O N � ul ID n D � vi Inm m0 - n n In ~0 2 C m O m > 3,CI r o rn = na D D N t N < ,140— > > m r N y s O N T N T O I • In Z 10 1.175" n g T tA 2.943" p n' m .875" .967" 0 0 n O>M o m� m O a T m `m !ti '" n y _ n o m m� N rtn. N r r n N> Z SLS, In +n W INn G ':._ n W I mo In rD C �L 'fi, ti •n I'" m m e N W lnr F m O Yn m ,'o .O9 m y D p P r W ` T nO m In o N W N > C 0 _ In O 7 010- m t A 9 Z �0 > >� mr O �Z r I r v m r n Dm n r_ I m m Oo m o In n ..H m Z W -i w o + m > ry f S r e N A 3 v x• ^ 3 ^_� Jw H 1/1 O e O D z O > _ 1� X I� X >L 1.33 � r o o T x N in • rn O m O � o > O r of � •" N r � y > ,o .. T m T W �o O n _ > m m > m m x o r r " Im = � a _ n m r ma N ID N P °LORlDA BUILDING CODE, 2004 THE SEAL APpEARIN ON THIS DOCUMENT WAS AVTH00.126D BY IOHN W. KNEZEVICH PE 0011961 ON 1 2119/:." THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL SIGNED k SEALED 7. HARD COPIES TOT E AP RO ITE Of P PRA AGENCY WILL FOLLOW. ' revi ion _; y •_ �0 �8 le b damrim HR ALUM. A SHUTTERS CORDION � x �Thornton•Tomasetti Group1 � r•[[.aeAlpwl en4rCflrr'l Ci ' .� �T'X ':' ' •J � 770 N. Andrewr Avc., Sull. I30 • Fl. leuderdak, FL )3101 Q>'(iTj T.I. (934) 321.7690- Fac ` 193a)) 52t•)691 . CQA 1 '////�/Jyyi 7519 rac / I DI.i,4. "JA�C.C.1111�� Webdfe: www.ThcTTGroup.com r Pr.l IM.—Ii— P: M N QJ nD O, r X m r = 0 T� m Lull Lei 0 )5-578-D3.dwg .y Conlu 12/19/2DO5 12: 22: 00pm m � r N n 1.78 n m o D Z H I m m D m r C) N k W lej 91'L vWi N rn � O � W N O N � c n a n r m rn � S � a 3^ r )= T r iP N N a aN rn o Z o� m o N N p n m Dn r O m A x D T � � N n N In N N ao r 0 z rn•IF r e1 1.498" 65' N AW r o �m D 2 0 En m iri N x Tn NM m N FLORIDA BUILDING CODE, 2004 9290 COMM �t N 0 c 610` Z 12/19/05 11:58 { N� _ NT O 1 n -. Do �ti r O m ®T H n 0 I r m mZ O Dy T N m 2 A r 0 D N <= v17 •—rte?—.+I, T O yWi Z=Z D Pm „Z1 y�c�r mjx r aoo 2- nn c m VARIES 10" MIN.) 6 N 0 c 610` Z N 9 n O { N� _ n m m o-F77j` D m y 1 x A O m D N n> z< D - T N m D mz e 21. m px D rm� O{yr r Z N xao,r Low m o , n C D88Z nnxxm m2 Z O lz� w z .N x 2 Nx mrJP n )> C D � z m_ • m m a> n C 7 T D. Z P Ll 0 in to fNm?E �'Fn iVm°oym�yvErx mtc/Zr _ 9Z{ N 0 N A M < sNDaD-Q-IDD S>or m �.x ~moo 0 yZpDmn�NW Z=Z D Pm „Z1 y�c�r C. r aoo 2- nn c m m nS Od 3 F N y1D � ma D� Z O 09 n )> C S oA m m a> n NN 0 D C �'Fn < N 0 N A M < ► Q Al rn N n sN � O 7nC .o o m Li C t--- zp I ulI Z O 09 �+ c _ m m a> n NN 0 oa ?i 111 1111. APPEARI G ON THIS DOCUMENT WAS AU RIZED BY JOHN W. KNEZEVIC PE ODI1961 ON 12/1912005. THIS -OES NOT CONSTITUTE AN ELECTRO SIGNATURE; ORIGINAL, GrNED I, SEALED HARD COPIES TO T- E APPROPRIATE AGENCY WILL FOLLOW. :S HR ALUM A CORDION SHUTTERS nfi Th ornton•Tomasetti Group im 370 N. Andrews Ave„ Sulrr ISO • it. Lruderdrle, FL 33101 TeL (951) 327.3690. Far (931) SZ2.3691 •CDA F 7519 wo `its, we ..J Wcbdle. www.Thc�TGroup.com •^^ •" A p1.1.L"„� aC S.M�II Ca, I.c ^- -••_. r—d.hl n 7nnc Tl.n•nrn.._T.,..... Prhl Inlormotim P:\FLI 04.dwg 3ACanlu 12/19/2405 12: 22-. lOpm (/ 0C, cm. - ------ -_--- haw V3 D TJ °'N Z 2 A9rn [ D'pN DPS p j mma m ('1 D Z. 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O.<M A1^Zw 3n D D CD A 77 m : ° °• mC O en IAD <3r -riDulD nn�' mDm2 r S D ym 1922w yma ~mrm ml r3W r_ �N� tTy mD Mm> / tom �a1 m 1xN N9 N In x3 m { D mma y Tr m mmP y' r�T D :k Z<m Dy Zm p08 S0D 008 Zx !^mw C \ ♦ L Z nAD Drn nDD r rmm ymP m :O m9 1SC m� -4#C Ln .1p8 A { {N3 9VIT 2IS T)OTC' A yD -T3C) DOAK' Sr NV 0'u 1n wV r ml C n C, 'D D c 'ro Z r r 7 p O v! r mX M N W r 2 CTO c C y j 7C mZD [rn ATy a m� n o� 7 ' r "S FLORIDA BUILDING CODE, 2004 fBVI51 O •r•5 Y ' O S O no date 6 tlea ri Ilon ,' D • - � � . 4r � � �,> I' 12/19/05 11:58 u n 0C, cm. - ------ -_--- rinn r D o E OOD� Z 2 A9rn [ D'pN CI . '< — [rn m CaK =ox ZOSZv oy P ZZy P i D D C E ■ I m m , m 3 mWK X r r rC Oj 0� 2ZzCl? 0;1 O D Gz1 Tr a r ml C n C, 'D D c 'ro Z r r 7 p O v! r mX M N W r 2 CTO c C y j 7C mZD [rn ATy a m� n o� 7 ' r "S FLORIDA BUILDING CODE, 2004 fBVI51 O •r•5 Y ' O S O no date 6 tlea ri Ilon ,' D • - � � . 4r � � �,> I' 12/19/05 11:58 u n 0C, cm. D r^ rinn r D o E Z 2 CI . '< — [rn mN oy P I m m , m D j X r r rC N y 0;1 O D Gz1 Tr a y r SNO DO Nm�y� D S T Z Z o w S ZO D L1- yl A C {MmOm I ylnmlr mm � m�s°D W°v Do mm C3z I., rr' [nDrn Co- m � N j O., 0 rn � LL Z In>Jc vin°om = N C D A H W p y N r p v -13A r Ln DpC9ynE O Z Z S T Z D_ Tm m° T Z 61 mob, =o°mma• _ rAr3r1e aim xIn n -°4m Sz 7'DOt zcy 3 -IDS mnvNe•+Dmo {N CZ nDm an o30 Pm<' , 2ZZ m D� n m . O.<M A1^Zw CD A 77 m : ° °• mC IAD <3r -riDulD nn�' mDm2 r S D �Pj O° C r8?rinO �Z�o ~mrm ml r3W c° E mZ / N m r X 17 r LA C J y 2 p c n 3 n SC r vZ-- Zj - V m�.. N yDP- pm! m yD n a^r3v m •rl ° y I D�mC -fl N O z u' m -� n t r e H NZ S i I,D,{fxC Cm[ - A; Zo -+ 3 [ Wpp A mD [ J � ayr Nm7 Q[nr Z w 7 w r E SEAL AP .ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON 119/2005, THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, 11(.'NED & SEALED RD COPIES TO T E APPROPRIATE AGENCY WILL FOLLOW, HR ALUM. A iCORDION SHUTTERS're" ^ThOlntoA Tomasetti Group And-- A , S-11. 450 • h. L-dad.Ic FL 33301 5 W.Wft0'. Faa ITh.rTG-.p comCOA [ 2519 A Olr[v:x •JA CeCwprlr Ca, /.c , Prinl In lormollon: P:\FL1 \Pr9J,Ns\KK5578.OD\DruNings\RI-sub\05-57B-OS.tlrg MCanlu 12/19/2005 12: 22: 1 9p 12/19/05 11;59 D ^ a w }n>aY ZEp .11^aDNp� 0� ,ar =0 W DD 0'i < nr ti9mWx 71 Ernax OTN aD nm O >t^p,�Za CTP SR; Om ar 0«r r,n Z� Sr❑" 03 ~LZ'1 rn ` In •rNZC O� IDit�?n m Z c y S ON is nF m IDiIO a o 0 m p f, �rP'1N0 Oln Mz O O Z Y M. D ❑,n �= n -1 ',. mE m Z a a0-0 m . y EDGE aD EMBED. ❑ r m a❑ E m DIS T. -i. 'D0 O I m D m a rNi I I i m:. Z D { S pr H m r 0 11 W O 1 o u m O'u— II Y C %1 n -Im X->I�OPZ II C z SD OGZiC im o tomn= ❑m Zanm-"L 'I'm pOprppO z y� O 3•' MAX. WN o>mm0 LZ DxcTa n ECS w = r �Zoaz O CtoZ, Z ZyZmXa wo*; my> omm Ems a _ End >c: >ymnr�a awn n, n mom Z�nm+ a0x MAX. SHUTTER-. LENGTH SEE K In 0 r nrnm0, rn oaz bn x S In0 xm ow0>z -1 z az c O O STn a > To ym {cT ACCORDION SHUTTER ZCrnz C., myp nrzm n_ a❑ MAX. SHUTTER mg "1> S' x n a0xx m O DOn'a 9_x2 Ina SPAN SCHEDULE; TABLE 1 mnrl -+z - X m= C. -,m' LENGTH, SEE -DX ym' ❑E>0m mZXa nc2icim r n mn Z na Z' a {Cp azz m 9=0 ACCORDION SHUTTER .{c'^ SPAN SCHEDULE, aNp _ SD r„= _ _ - S TABLE 1 "Z2 01^pD0 z-Mzz >Dm qa y. Orn c v E ZO MX a0 �7 ❑s xa zoax z =0 tbn, z mDml%I oma» DD mZ. i+ aoOZ r p-, vasa L1 sl O >Inc� y1a xLl I Z r1 0 f1 c7P g OC1 Z yl 0 . p2 D0 Zrn > O 3u 3 Or H/� ' r >O >L1{a N 0O c'n Dtn °v��7P W D >c {� mr y m > �o�eJN a� m z nr' m mE m m m'a > m xovr' y aw a P m �0, aD a;,Nk ,vmNr 0D S ❑ a D'n m D-6 1n nmp Dti °s 'DD r0 -lp EMBED. mm <a0 m a❑ r DO0 KO 0 <g ❑ N m EMBED. C❑ u+ nm�nrrn 2aN EMBED, m ps m 1 1 m ncDw O ? a lxll }0 > > - 0 mo m =0 �m Dw Emrnna DDanm 'I - _ m r- i 0 li O ==y�mtan0 D O - w` Ll mrtn tna E pOanm�i I^ _ 1 rn 0 ,•.Z -1 _IZOa =2D�1�Zm _ n s xnj,D nmmO Z � m �.H �2?Dmm= ,nom �❑ 0 ' -I-Oaz ,n -1>_ZCm2 xZD01 r-Z� - mna0• 0 m r0ara 0 O ay0 a2' cl- VI o m ,n=2DTm i ❑o � N P v, ,� �O-(o-IDyo� Cr W 0 T ODD 10 D= O n,n0• aZ .1 CC, ELl` ❑r.. ECS ... .Z 0-i>wxa Z Zrn =mi myp HAX. SHUTTER 0 Z C D Zm n Z >Zy D:r2 C �p� w D_r >E Z m a0 totna aX m m zanrn+ a❑ X LENGTH SEE oOpm Xa Zyzm' xm2 Inv mmS w m anm = mvl 0 a O>xTn ❑ _ -t m„ {Na ACCORDION SHUTT SPAN N J = fn m apz 2l^lna m p2: ❑X HAX. SHUTTER LENGTH SEE aoD X -1 �mm0 O oat azo' o� >r-lov2 nZ nzcmz=0 a�'r-zm ','zS SCHEDUL TABLEI J -�{""ll - rn anm D a ODxan ym„ ACCORDION SHUTTER m'' {C•p 2Cr.m2 -1 Zm > n >>mn� f na ' i m O D >�op2 Z paAim via L'=2 SPAN SCHEDULE, amp TABLE 1 '-Z= Mn o?Zo o ymrm =lnmmp D�20oiz 2 m p Dpmmrl Z �� ❑a 2 > {a m z= ,' In loan Din Nl�an N,naQ 0Vla O 2 Z n nP' x n mlmz ammo O Om anm� '9nm XDm ,DO nCmz mZ. D Dxan ' a03n D❑ Nmol -IX =0m2 =0m2 Ll >xm E 0 ZXa m m aN, C rZm mn a Lic,m ar mm0mmT ❑rm Z _ r1 rm ODO2 am EDGE OD EDGE D anz T OD D anz o❑ T >�m 0o,l =x S GE Dam In > m C xa DIST. DIST. )-Dm XM 0m X DIST, DIST. m O a �p IN r c ❑ _ m O 1 m 'D a n o 0 c n r,=I"m m ` O m N a o. N N a '. "l X s A _ 0; Cl a 2 ^r �' a NP.= u+ n_1 mr H Wim= Zm > I CL1 X m IrjZ Z ZCRa12 O' clrzm OD2mnOC y; SZ•V 1 o mm0 moa, n Dlpm 11 . o + v, m In a p -i 0>0 an'' - Z C m z y nrZmc mm=T Xja 't �', a E�� Eng E're1E� Z y DOm Nm� C Xa i tnOr xmi ODZ an f Eng DCr SII W Eq_D C ^!Zr C No m m MIX MAX.SHUTTER pp> X np =m S 'r'm'0ii S - { c D ACCORDION LENGTH SEE SHUTTER I c Ka a m Z, ^y X MAX. SHUTTER M, 9=0 - SPAN SCHEDULE, amp TABLE 1 120 m' -( c �'�, LENGTH SEE v ACCORDION SHUTTER ycw -(C a v• r m - cta ma ;�=D SPAN SCHEDULE, v=0 O=m z ZS TABLE 1 .010 1erai - t' r •' -- FLORIDA BUILDING CODE, 200a E L� G THE SEAL APPEARING 12/19/2005. THIS ON THIS DOCUMENT WAS RIZED BY IOHN W. KNEZEVICH PE 0011961 ON CES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED _ � C = HARD COPIES TO HE APPROPRIATE AGENCY WILL.FOLLOW. revi is ecI r 6 >< NIS HR ALUM.000RDION SHUTTERS II T Thornton-Tomasetti Urnup 330 . N(9. Td we3Suhr JSo- it. lauderdCalc, FL11301 51) 522- Wb690-f,a(951T22.3691-DAY7519 ,e:wTh,Group.cnm ' Coovrlaht L 2005 Thnrntnn-T--tti r:m„n Inr ' PlW Inf°rrn°li°n: P:\FLI\Pr Om Or 0D M m MCanlu 12/19/2005 12:22:29Pm v •°•minim Dx N aO T OX 0rmE'; Da n'y mm r C) \-O In n G D,,. S . D XI N u• O mr o'o zr N i- C zTmm Z OPrX anm� I c ••(yD ON om D=Tn D, K 01,I -10r• 4107 m ^zOE -Inn°CISHUTTER � T"rn E°mn rnn� L N EE—'" C-1 •• zDSN omxn., r> v!:m I maN £'(i oyZ ACCORDION SHUTTER mo£^ mz SPArrSCHEO., TABLE 1 my°ra" S= C = ^ Q D O• °m• , X - T D N -I z O om o,z �LDRIDA BUILDING CDDE, 2DD4Z. z n d m VI =a O N N T r m O X w � u C) � ' I• C2mmrn ZIx, NNa �nm� c -I.DON Onz D=mrt mrnp 0Z z°mz •m-Im n Glmnm MAX S_RIITTFa F? - vrrn nf1H. L.N r -t KO Tmo ACCORDION SHUTTER mD n mz SPAN SCHEO., TABLE 1 mo Orn 2? DOpI xc r, D XAm n a v� O D N On titi 2? O= -IN =0 mm N ^ m O O 0 M r � m E � ^ N m £DF m= =^ mm zOm ca i av°i v«< r In r Z m Z' Dm - N Z e GID rn•l Cpm �n w Ll T OSE '22 E• a r DO CI tim zz '• rtt r yC= 16",m na Sn E� m= a r D D NZO C F� P �O m➢ D[lX1 p m°N C nN xz Cm =a .0 z ti a m00 Gni rn r DZ.Z r � £ m ' m r O_ r)p � z z C c N o~^gym nA ar az K O ,z" 1zrl r.r p -P •I_�-F"• � N -1 N Om Or 0D M m MCanlu 12/19/2005 12:22:29Pm D' r�NNa�i I� . ILEI Dnmmpn D9u w m cmz =n �. u0mnm o Wvai°DZ Em~ m2i DNy �mXDo0A £: < r n it zti n D_I, co r 3 �D � Nn r= Oz hm m 0 r 02/[9/04 cnm O Gl 1 r °O N I a MAX.SHUTTER LENGTH. SEE CORDION SHUTTER .PAN SCHEDULE, TABLE 1 . �� ax m M>Zg"A -6 v •°•minim Dx I'IIM =➢ E. Emo h�z••/x�`;i OX 0rmE'; Da n'y mm rT CQ EOm••) S A mD WO In n G D,,. S . D XI N m0 m mr o'o zr N �r I O I,r, S Z_ O D, K 01,I -10r• 4107 m _ ;m c D c C-1 •• zDSN omxn., Gnl� i n v!:m I maN z a � D ill � m �p a il'=a D� ZO Za-N ly rN Zar21 •4mI 1 o °n ,,.. _, CN n,S mnm �C m, o tia- c ODNOa Ee C = ^ Q D ED m T D N -I z O om o,z �LDRIDA BUILDING CDDE, 2DD4Z. r1rA1�O ` = THE 1211 D' r�NNa�i I� . ILEI Dnmmpn D9u w m cmz =n �. u0mnm o Wvai°DZ Em~ m2i DNy �mXDo0A £: < r n it zti n D_I, co r 3 �D � Nn r= Oz hm m 0 r 02/[9/04 cnm O Gl 1 r °O N I a MAX.SHUTTER LENGTH. SEE CORDION SHUTTER .PAN SCHEDULE, TABLE 1 . �� ax m M>Zg"A -6 � H Dx I'IIM =➢ E. Emo za OX 0rmE'; Da n'y mm rT CQ EOm••) S A mD WO In n G D,,. S ° O D XI N m0 mr o'o zr N �r C) • .Z.{ O I,r, S o En . D, K 01,I -10r• 4107 m _ ;m c D c C-1 •• zDSN omxn., Z v!:m I maN iA o ax 0_- m°££f il'=a D� ZO Za-N ly rN Zar21 •4mI 1 ,,.. _, CN n,S mnm �C m, o?' tia- c ODNOa Ee C = ^ Q D ED m T D N -I z O om o,z m VI D' r�NNa�i I� . ILEI Dnmmpn D9u w m cmz =n �. u0mnm o Wvai°DZ Em~ m2i DNy �mXDo0A £: < r n it zti n D_I, co r 3 �D � Nn r= Oz hm m 0 r 02/[9/04 cnm O Gl 1 r °O N I a MAX.SHUTTER LENGTH. SEE CORDION SHUTTER .PAN SCHEDULE, TABLE 1 . �� ax m M>Zg"A -6 v 00,M Dx I'IIM =➢ E. Emo 1nm my nX OX 0rmE'; Da n'y >"�NoEmz �co) rT CQ EOm••) S A mD WO I N m 4 THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON _ HARD COPIES 10 7 ML APPROPRIATE AGENCY WILL FOLLOW.- �� ravi5ions g HR ALUM. AOCORDION SHUTTERS z "" dale e r ..... �°4-+ Th ornton•Tomasetti Group ))0 N. Andrews Awe., S. 150 • {L, L dvdale FL 37)01 Tel. (951) 5)2-)n90. Faa (9711 532-3691 . COAco Y )519 -I •y •�q Es, we 22-369: ww.(9S4'fLr-1691. 9 � •�%`` A OI.ivL. / 1CS.r."Ir Cr. t.c Prhl Inlormallon: P:\FLT\Pro)ecle\KK557R.00\Drowing,\RI-sub\05-578-09,dw9 HC -W 12/30/2005 04:07:03pm 12/19/05 12:04 Aw pN mN yN DT MIN.' ..< mo. . ny C, w N 3 m o D e A a m IAD Er G1Z r Z[T ,ymx �A9C N3 mm mA Dmtan N Z H ^ Vre V In V 3D •A MZZ D Tpt)a C0 to 'v 0{m mr7 nz=0Am mD�x. z r rel mw0%xSp0pOB ti m m OZz y,-'. rm naC nsr mx _tDN G V06 N {N3 {Ni im Dr- w •A A VN X -3D DD DOXI 0N m3 InV NV r N r y D? mn°N OD Z xANx mr O OZ Dy L1 n"o lr In -i3 mm -•-1N Z0 D O' N O r O W x i' r. r A N r O' y D y A "I AW O-Im m l ^ r r p� < mOVIl. T_I moo• ta.0 Otn .OD, y1J8 N r v!O y 0 Z oDm N C D x '{ TT GO ) m m x N D m m N - ----- / .' W m n' y S _ DODxN ' A 'or, r e N A D D£ Z 0 i 'z w C? x T 'n 0- O Z g to H -I Z Z y % ? a• ru Z D pA- A A O D - o ' D N O > O -1 r C Z x C a x Z m y rw1 O r rm SC- mm nDm £0. 3 IAO• rn� r 2ZZCm ya 0_<rT OoxZ wO -ImON { A A D ()O x In {rr ? NA ZT % —00w-- SIDS C VmT nn� Op �AOAti ZND AOrZ 01 cm mxOm wn m2aNx >m 11 {N2c m 0 r0 In n•D m m D O < mzz m :O r. mSO xA pm -ISN AO{D ANZw 1) O o H Z zT aAw�=2m D%mI V. Zi`o'D CAD ODx T. 0 o y rn.2 D a Z m r D raw - -•- - _._ C m Z I N 3 Z r a = / M C �Tm ww A N CDy rn OON x y N 0 r '• y 3 N LIIr O m r N D '4 n z N M m InC DVN N D Z DC Oy= r n Dm 'yI r r C m� •.D �p m� mrm N W m Nwr ui r' mS - < SND m c S .Cyyz = 33m C mZD Io C ytn --4I 71 ° y .. o m A\ r m �A w A m0° r mmD-0 4" a3 �r!n ,•rrO •.Yt,,. FLORIDA BUILDING CODE, 2004 j • )r, THE SEAL APPEARINI ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON �.) G S. 12/19/2005. THIS ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED _ HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. az' nd dm6 b T visions y 14 ' �Et6 HR ALUM. A CORDION SHUTTERS I'R+ o deacn hon * 4` x • ) f _ fi Thornton-Tomasetti GrauF IF 37n N.Andrews Ave, Sul.e 4S0 • il. LaderdalFL 711tH ,maye.(9f4) 527.1699. Fax(954)S72•]69I•CDAi)f19 .•�e /wou We6:l(c —.Th.TTG—p,com t7t`CS- - . " �._ ,.... .....F Copvriohl 0 2005 Thornion•Tom—ttl C-- Inr Print Information: P:\FLI\Probets\KK5578.00\Druwings\RI-sub\05-576-10.dwg 1ACanlu 12/19/2005 12: 23: 12pm 12/19/05 12:05 D=ow DEOm NDP x ZO AX rJP �ADsr; N j W =D co 011 m AN�t; • w+� Om,,,I W 0ti g m In n• \moo .ZAD\ zD n "0s~�" 00 ODmC ° Z➢r DM OZ=Z D Sm>3rp)A AD Nr r, yIQ AD ➢LIKa NO v CNNa °ON mmZ Z Prim 00 nF • m ) AO OO n-{ O zNy, ON rn£ m AD 9N Oy m 2-1/2" Via .. A EDGE v D EHBEO. m m M 0 . D m't DIST. >0 KO ti 9001 nF m N In F I m m r I I m rhm .. 3 I ❑ •1 Emr NNA •ii - W O... .N s C 0 O IZDrD, mm0 II - • M OODr O➢O_ 3" MAX. OnAmnn Z >NZm Arz'+-y5 £C� r Z➢OOai L1 O-IZ-ID=S9 D_r r [12C m2 In `; Z pODNYOrn 2m NNA tLl .� Ecl- Dyrrwnq X zDZm xA p1� MAX. SHUTTER y2Tf1 Nm DSr +' DCrr ZN TmD n _m❑z zvnm _OX LENGTH SEE ^m o .,DX =rn Nm ONA Zz -t D A ODSTn 'Im-n ACCORDION SHUTTER oA2' N m = _ Z= n c t7 an^-rnm0 'ICA SPAN SCHEDULE, cZlrcrnz n'~ ADD MAX. SHUTTER n'1) 00:1 m clz�gm P=O TABLES mn '1Z x LENGTH, SEE °X LiEDO Alarzm -Z2 Trn0 I ICm ACCORDION SHUTTER {cm =ZXA =Dmm� civ �Zz m vNo SPAN SCHEDULE, 'u 0o oNODO z n -�3 TABLE 3 =�� zNAzZ Dom cziy n9 2EpX VO2= r� ZAOa XA z0AX Z Z SDmN yZXam � r<X)z mwx ^O mN o0r1 = �81' °AO Ont ND7nC� C rNPN Z L^yT.O Zzon nC�10 gtn per. D= o=De I oZ�n DO °� -1Z rn DO D❑1A. �OOCN O°N D/ n0<A N D oCa� [ ��' y m 2 v^S7e A S nP m m 2 N9 tNM D'', £ m ryv Crelx mE m ° :Ag , O'^ 9p EHBEO. a� <aO rl l N0CNx 10 mrO O<Ac zz ON ! Dp -t 1 rn 9� { n^; a� y o C "° m rnA EMBED. H = m 2L0 EMBFO. m nmrn^; m F N?z- UI _ m O N � H7 0 In m r m mrNNA O [ 3 £Dovnn' I_ m m O InnDmmO I 0 xDn - Ll £mr NNA - I rn z -1D-1`z Crrnz - n _ -ZD_n paw Sn yDmrmia 0n m H N= DmnIn 0 OO H n 1z �rnz _ N t. ° m OA x7100 2zOCl r-Zm _ Ncl m t7 vIn?' mr) 0m N " D zmAn C` r D M = D m� ❑ 1 I, Z0DS= O i rOTr-^ O NGl o. I Z OO NDOm m D O nvAi D'ymzyZ 1m £n; Ec`'.. .D Orn ,'= z12mXA r=„1> MAX. SHUTTER -. Z C D ZT n� C r D_r E AO NNA AO C 1Z 1D�S D_r Np NNA zo AX I' m m 29nm _ X LENGTH SEE H� 1 oyDyXzm =ml_ IM:r -D— nOmin O A -'m-0' Imp ACCOR ION SHUT EER z rnIl 1D DS n =O r1 nmm0 .(C I Ln AOm NNA AO HAM. SHUTTER ADX nmOmi Tm OZ a)ZCm= yID TABLE 3 C (m P m Ovr'T =1mx LENGTH SEE -,m;n l�z,m ND 7,n DC1mnm z3 -{ A DI n CT ACCORDION 5HUTTER <CA Z O D L1� �M ° D"oAi 'DInA SPAN SCHEDULE, 9ND rn rnn� D3z° =NTm0 / Z m T Z 01,Cm2 :x1 TABLE 3 -z= oDi lczi jn ZNaZz 9 N z a a s rr•�1 j NNAn NNan =Nmm7 L>7 nz =n nr -1 mODpm �nm� 9nm•' ONODZ 2 DOm m£ m �ZXA DSmIn I•nn 1)o nmm0 Am -0 Om= =.Om2 vOSx KA DO - PC C Z GI£DOm m DZm nrZm WmIg ZXA m Tml 9 0 Trn0 0)z DDz EDGE EDGE Az Az IQ 3i IST. )Orr' D DISTO . xA xA O mz F m N m m r.. I I D rr Nm D 1X 00 In N 1 W csO A� ON IN N A ° A n y A SOA N rn 1X DSTn'Dlmn N A NrJ N .. �nrnmO mmO r ~ pD �' n - OZ C rn2�1Z Cm2 m y 1Z � COrzm�LSrzm X n0 m 1 M AZ=�,.',. MZi n n zx D O I: D O i 2 O XA XA {C z 1 £mom ESC a� DCr DCr O N0r2 =m Zm 9�D p -r DMAX. SHUTTER LENGTH, SEE m 1 D m N S O X ACCORDION SHUTTER SPAN O X o� z K_vN _ 0 SCHEOULE, TABLE 3 _v c NA D1 0Dm aliH i.rr..aa Z i i= 2 D N 1 P' a A •r � t - �E i z Y z � 9r10' tl = •. 'L E SEAL Al Al G ON THIS DOCUMENT WAS AU _ TH TMORIZED 8Y IDHN W. KNEZEVICH, PE 0011967 ON FLOR/OA BUILDING CODE, 2004 +r • LI L L 12/79/2005. THIS DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED G SEALED ti .= HARD COPIES TO HE APPROPRIATE ACENCYWILL FOLLOW. F VISIOifS -r Y ao` r t8 HR ALUM. ACCORDION SHUTTERS W f ^° data d d-6 a +. L Thornton•Tomasetti GrouP 310 N. Mdrew, Avc, Suite ISO • FL. L d,,dak, FL 11]01 o Cr S 're Tel. 951 577- 690. Paz 951 S27.au ( ) 1 ( t 3691 . COA !' 7519 Weba 5 ww ornto-Tom.com d SS e5 Aairtr', xBCF.pply Cr. l.a N +' 2005 Thornton-Tpmasetli Group, In[. c . • Prinl In lormolion: 12:23:21pm NNan N<ONT TOGO �vnm-• 3m Nm DA�mN o -IT .v rnyZTn '1 X_ D n�OAo"{4t �N mrom�an =M,Z- pZ. --1Z {�EDGE DIST, yDz°=D �L{Jn-ci I -IDmrnO rT mn I >nm`a oapN Srn rooIm Mm mN -ix W'I naI Lm >O 2 mjoZ �m W yn n•_i '�. rnAxa Il > rti tiOm+ rT -iz c mo < _ Tall W r _ m ' OC � y N r y W mrmDy l>m>oZrNOmrn r yn DOrnZmZ g (,I �{ivTimaDlnyl�m r. £mgr Oti N"'12A mmD.,{NmS aOD rC°mOr>rDm mNOOZOZ10, Nma > m T0 SAr00c2-£ >omr>>m�O UA pZ NND CNI~rIZ -IaNmmr-<?Ll Mom-1-�iOrrnC 2imrn>io=< Zoxmmr=a0ym m=-1ZIMNx A r/I n 2 n w Cc I --C Zmm ' { rl ZN ((rN -1=Or r pr EHBE Liti > m m CZ C 'I r i=> MAX. SHUTTER Ins M z i x LENGTH, SEE = X !�mnT ACCORDION SHUTTER clT o £ a SPAN SCHEDULE, £ o r> TABLE 3 >_ I -IN mzz a p z � ci C -C T y C 9 rn x I. V m mr • v yr m DZ -d 01 •y ZS S0. In m Z n o In � m n In E> £m nD'a m mm2 2ZA D r 0-12 m DmO Z 610M pC•HM -n o m T O'3z rnDy mf r yowl -rm ocZi I•ly m =Z'M= p Oy> m n mm y IZAF A4.1 my >N - 10 K moN C zrY �a M m o o czi r >? z m r 3 £ rn m a �P z � a a x. r)p T Z n n ' �C N N m AZ,z O zmya , .�.,, o I•�n� (, u O N y N - 2^�' vM _vm \o =LORIDA 6UILDIMC CDDE, 2004 pt+�'�.•• . - 1THE 1-1MALAFFEA Dp• rn - — --Zo= ` LLia WI FOLLOW- O u•.• J loo P l/I Joo N r' W N p .O to J J lno In N�°N r Iry �a 000 o aG rm_. 000 !no 00 00 o in Ll v D n In - X Sully 150• fl. L+uderd+lc, Fl 3]701 Tel. (93{) 522.3690 • f+. (95{) 52!-1691 • COA f 7519 N co co s gZ z9 �O o •• ' : a ., is •,� lupus rllie:, we ADId.,» q,+ C.9»pplr Ca, let 100 Wor MrN.l Rued •f'un Ledrrdule, F1 !7309 WeWl--.ThcTT, P.— ` cn Co ri hl O 2005 Thornton-Tomuettl Grou Inc. nr O 2 m b .a a ro r l .. •. i i .. ri i •` t i• T r z O TD �~� oz C y ° 2 c 00 0 o In� I p A u.O A r/I n 2 n w Cc I --C Zmm ' { rl ZN ((rN -1=Or r pr EHBE Liti > m m CZ C 'I r i=> MAX. SHUTTER Ins M z i x LENGTH, SEE = X !�mnT ACCORDION SHUTTER clT o £ a SPAN SCHEDULE, £ o r> TABLE 3 >_ I -IN mzz a p z � ci C -C T y C 9 rn x I. V m mr • v yr m DZ -d 01 •y ZS S0. In m Z n o In � m n In E> £m nD'a m mm2 2ZA D r 0-12 m DmO Z 610M pC•HM -n o m T O'3z rnDy mf r yowl -rm ocZi I•ly m =Z'M= p Oy> m n mm y IZAF A4.1 my >N - 10 K moN C zrY �a M m o o czi r >? z m r 3 £ rn m a �P z � a a x. r)p T Z n n ' �C N N m AZ,z O zmya , .�.,, o I•�n� (, u O N y N - 2^�' vM _vm \o =LORIDA 6UILDIMC CDDE, 2004 pt+�'�.•• . - 1THE 1-1MALAFFEA Dp• rn - — --Zo= ` LLia WI FOLLOW- O M 'M 9 I Y -zD_m I I I III S Iry �a o. 08 , O M OCUM ...... T WAS AlJTH00.12ED BY (OHN W. KNEZEVICH, PE 0011961 ON 12:05 r8Vl I n ; ` = HA0.O COPIES 70 TH APPROPRIATE AGENCY WILL FOLLOW- O 9 I Y f1(�d HR ALUM ACXORDION SHUTTERS F d9t+ 6 d.—i II. n l D S o. Thornton•Tomasetti Group �j 5 - X Sully 150• fl. L+uderd+lc, Fl 3]701 Tel. (93{) 522.3690 • f+. (95{) 52!-1691 • COA f 7519 N co co s n � N oo o •• ' : a ., is •,� lupus rllie:, we ADId.,» q,+ C.9»pplr Ca, let 100 Wor MrN.l Rued •f'un Ledrrdule, F1 !7309 WeWl--.ThcTT, P.— ` cn Co ri hl O 2005 Thornton-Tomuettl Grou Inc. ' • Prinl Information: P:\FLI FLORIDA -BUILDIAIG CDDE, 2064 578-13.dwq MConlu 1 y- K• I I DnyD to z o TNJ� rD�t vn _ I % L°Dr°e�' In raZ DZ 0 T� y y 0cD-o > N W m� v Z A O �r 2 Q'O rn r D cl m O D � mo C) D a± OZ Fl aD S< -D zgo AK V S m T C= C= nm KC O D p0'E mA_ O 117'. to yl :a Z D -z z Dm0 u Z y z nz y= O L Dm n < m W y C m O I, mD a {rmni z = O Dyl mm w Orn Z m T r v Dr O m A < O m D Q �2� v D m O O n L1' D m N O Syr > m - r=p Z nOZ C m -1m v mpn _O D ZO � O yrn0 =Zy n > Asv.T � Nom N 0 Z O O _N A m=2 x - D.< p D = Z rn n O O 3 3 m m K m Z x D Z Z C a ®rn -i > D y P Om 0 Z O Z z ® Z � V D O O p A .• ,a• rn n Z Ll FLORIDA -BUILDIAIG CDDE, 2064 578-13.dwq MConlu 1 y- K• yr Kw N TNJ� rD�t 9� tr I % L°Dr°e�' In C_ � O 0 AO 0cD-o > N W D "a m Z ? it A O �r 2 Q'O rn r D x m O D � O a 12:2}: 1?/19/05 12:08 -WOOD EXIST, STRUC. 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KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, SILINED & SEALED Thorn ton•Tomasetti CGroun Florida Dluilding Code Online Page 1 of 2 ° �sa, tt�grj �x A4., arn�it ` �r ", k -� � I s F t xax� r ix Ila- }} 4 { MLU�4 12 is us, x SCIS Home ! Log In Hot Topics ;Submit SurchargeStats &Facts i Publications FBC Staff BCIS Site Map Lin Product Approval USER: Public User ffiau"44 ; Product Aporovai Menu > Pr ��»tU�ttIIRYABItEI? Authorized Signature mg�11.1 � , FL# °ate11. Application Type Fwr 1 Code Version I.arr�s€cora Technical Representative � mt Application lication Status tp�kcc�tl,,�sr�frl� Comments �: frxr�arfr Archived Product Manufacturer ��xx dj0 a Address/Phone/Email � pc�I�fdPlG7'YEE °`�' �ERtiQG�S .°Maw .� rM� a; Quality Assurance Representative Address/Phone/Email Category Subcategory > Agolfcation List > Application Detail 93=R1 ision 4 rk roved t cp All'! American Shutters 1540 Donna Road West Palm Beach, FL 33409 nk Bennardo igley@fibengineering.com Robert Bates 1540 Donna Road West Palm Beach, FL 33409 (561) 712-9882 1bn"ghtidea@execs.com Shutters Storm Panels Compliance Method Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By itp://www.florldabLliIding.orc,/pr/pr app dtl.aspx'?param=wGE Frank L. Bennardo, P.E. PE -0046549 Nad nal Accreditation and Management Institute Jorge A. Pomerantz, P.E. tBjizuh%2f9gdWRXAd3fD67T... 3/6/2006 ��»tU�ttIIRYABItEI? Authorized Signature I.arr�s€cora Technical Representative .I. lrrcrl��n:�'z Address/Phone/Email •l+49'RS�IT�tNCE ffa— � pc�I�fdPlG7'YEE °`�' �ERtiQG�S .°Maw .� rM� a; Quality Assurance Representative Address/Phone/Email Category Subcategory > Agolfcation List > Application Detail 93=R1 ision 4 rk roved t cp All'! American Shutters 1540 Donna Road West Palm Beach, FL 33409 nk Bennardo igley@fibengineering.com Robert Bates 1540 Donna Road West Palm Beach, FL 33409 (561) 712-9882 1bn"ghtidea@execs.com Shutters Storm Panels Compliance Method Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By itp://www.florldabLliIding.orc,/pr/pr app dtl.aspx'?param=wGE Frank L. Bennardo, P.E. PE -0046549 Nad nal Accreditation and Management Institute Jorge A. Pomerantz, P.E. tBjizuh%2f9gdWRXAd3fD67T... 3/6/2006 Florida Building Code Online Page 2 of 2 Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM E330 2002 SI','STD 12 1999 Equivalence of Product Standards Certified By Sections from the Code 1009.1.4 1714 Product Approval Method Method 1 Option D Date Submitted 11,/3/2005 Date Validated 111/11/2005 Date Pending FBC Approval 11',/15/2005 Date Approved 12;/7/2005 Summary of Products FL # _ _ _ Model, Number or ame__ Description 393.1 22g3, 24ga Steel Panels 1122ga, 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 393 R1 rt Inde df D � Design Pressure: +/- PTID 393 R1 T Dwg.pdf Other: Large Missile Impact Resistant. Valid for. PTID 393 R1 T Eval Rpt pdf use outside the HVHZ only. Next DCA Administration Department of Community Affairs FlorAda Building Code Online Codes and Standards 255 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, tuncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of F*ida. All rights reserved. Copyright and Disclaimer Pro;lduct Approval Accepts: Ec,hgck .ttp://www.floridabuiIding.org/pr/pr_app_dt1.aspic?p,,iram=wGEVXowtDgtBjiarh%2f9gdWR. Ad3M67T... 3/6/2006 FRANx L. BBNNARDO, P.E., INC. CONSULTING ENGINEER S 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed eng financial interest in the company manufacturing or c evaluation report or validation certification has beer engineer is not owned, operated, nor controlled by the and does not have any financial interest in any other e. the_above-noted _product(s). Respectfi.dly, Frank L. B6nnardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0046549. Cert of AutZl #9885 :er does not have nor will acquire a ,tributing the product(s) for which an prepared, as referenced above. This lanufacturer or distributor noted above ity involved in the approval process of FRANx L. BENNARDO, P.E., INC. CONSULTING ENGINEERS W W W.FLBENGINEERING. b0M FRANK L. BENNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 II Evaluation Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized S Storm Panels Scope of Evaluation: Report This Product Evaluation Report is being issued in accordance!with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 913-72.070, F.A.C., for _ _statewide acceptance per Method- 1_(d)-- All. -products -listed abol ve- have -been -tested and/or evaluated as --- summarized herein to show compliance with the 2004 Florida (Building Code and are, for the purpose intended, at least equivalent to that required by the Code. Relevaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data.- PRODUCT ata:PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized Steel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc:* signed & sealed by Frank L. Bernardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-84 test standards per test report(s) #02-001, #02-002, & #03-001 by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performa SSTD 12-99 test standards per test report(s) #02-001, #02-( Corporation (CTC). Metal tensile capacity has been determined in accordance v ASTM E8 test standard per test report #0127H, #0198H, & #0053) by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS have been tested in accordance with & #03-001 by Construction Testing Evaluation Report Prepared by: Frank. L. Bennardo, RE.,, Inc. Structural engineering calculations have been prepared which -8' evaluate the product based on comparative and/or rational — analysis to qualify the following design criteria: r Frank L. Bennardo, P.E. # PE004654Y Page 1 of 2 FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS W W W.FLBENGINEERING. COM FRANK L. BENNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable, stress has been used in the design of each product. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as ind respective Product Evaluation Document (i.e. engineering d Installation ---Each-product- listedabove­shall--be installed in -strict complian Document (i.e. engineering drawing), along with all compone ;d in the span schedule(s) on its ng). with its -respective Product Evaluation - - noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). Certification of Independence: This engineer does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this evaluation report has been prepared. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. 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