The URL can be used to link to this page

311 NE 94 St (12)3(008 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 91/ Time Type Insp'n \ ( Of 1 C A Permit No. CA 2003 -' (Y Name1` Address 3\1 1.e / S4 Company A l i 1I V ! -Q. Phone # For Inspector: p I Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ Date_ Type Insp'n Permit Io. Name Addre Company . Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES .VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bgilding Inspection Request Time 3 Name & Date Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui s ing Inspection Request Date O Time Permit No. 3P - W 3 t O3 . Name ftlIk.,ie( Address 2' t3 i f Company C 2 OJv` Phone# LOSS — ��1 For Inspector: 62 $1 Name & Date Approved Correction Re- Insp'n Fee ko /Si( 35 4-'1 0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui sing Inspection Request Date [� i L Time Type Insp'n 1 �' Permit No. 3P -" cos O3 Name 50He Address $t Company OP∎61 % Phone # CPS5 V "\1 For Inspector: Approved Correction Re- Insp'n Fee Name & Date 35I Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui)ding Inspection Request Date O1 Time Type Insp'n TT n OU . Permit No. C6 P Z O O 4003 Name 3 r 1q CR . Address 30 I a 94 S4 Compan OP-O 1\.1 For Inspector: 15 Approved Correction Re- Insp'n Fee 0 Name & Date 34413 3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request Date Tinie Type Insp' n T\ 0 06 Permit No. CP /00 Name 3Q \( tR Address 3 � 1 0 14 S4 Company O Phone # For Inspector: IS I Approved Correction Re- Insp'n Fee r S Name & Date J'% MIAMI SHORES VILLAGE BUILDING DEPART 305- 795 -2204 Building Inspection Request Date , Type Insp'n Permit No. ( S DVq . Name SQ \ tr. -i Address /� Company 02.0 NI 1 f . Time Phone # For Inspector: I p_ ' Name & Date Approved Correction Re- Insp'n Fee ❑ 11L�� G r lkto MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ing Inspection Request Date v I' Time Type,Insp'n �\ Permit No. 1" (� 7O( VR . Name . JVi t e v 1 I Address Company Oen N 1 r . Phone # For Inspector: g la Approved Correction Re- Insp'n Fee ❑ 5 3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date D Time Type Insp'n I ru `J.`? Permit No. B P&TY 3 - 100 Name Sal yr r Address 3 )1 NE (3 1+ .4 Company Phone # 305. 685.0)+143 For Inspector: Name & Date Approved Correction Re- Insp'n Fee ❑ • • • • Date Permit No. B P,%03 - 00 3 Name SO 1 yc r Type Insp'n Tr Address II NE ci Company For Inspector: Approved Phone # ,?05 • le Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Time Name & Date - r 4 - 1 1! Date 1 7 Type Insp'n Time Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ling Inspection Request 3o Permit No. 2 P 2�--t) 3 - 609 _ Name S I C.-Y Address ( I t S CS%-+-- Company ' "�CD � -cp Phone # JC/S g -1 n For Inspector: 131' 7 125 Name & Date MIAMI ,SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ing Inspection Request Date au, Time C Y ' ` Permit No. 2) P n 2 )r) - 609 Name et) Address / (I 1 ` 2 . Company Q-0 NI v' Phone # 03 g v ` For Inspector: e 712_3 Name & Date • Approved Correction Re- Insp'n Fee j :: ' • • I I i I i i i : : • 1 i • ' r ; 0 i 1 ; : 1 ----1-- 1 ; • r . : ; : • i - • r H----1- 1 i 1 i 1 ; I J..: -EFT ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI. FLORIDA 33181 (305) 891-5049 JOB %fl kg SHEET NO. 020 OF DATE CHECKED BY DATE CALCULATED BY I SCALE ; irapz ! i , 1 I ; • : . 3 ; • , t ! ! . . i 1 • C dr3 ' .14 . . •. -,--......---i--T-. _ , 1 .. 4,....,.:: i i . • . ; • i la: ■ ! ...... ; .. : , ..„, • -.....,.._4_. .• . 3 • ' • . • : . • . . . • • • . ,: L... ... ! . , • i • , • • • . . • 1 : • • I • • ___.. .. • 3 • -, ! I 3 ; 1 • , 3 ' .--J----;:--1:1•:!—$4----440-eciE*_ _ .01i___ 4 . 4 . 4 1.. i .._...,T, _. ,---.4---- ? , .......i . : : ..„..„.... f.;_ t ift - i 1 4 4 : "P:: - ------- -:-.---.!----i-- ---- ;-- ....:----:--- ----------- :-44-44 ldkJs4_.__:7_,Figs_..4.15./.1.4 , , , ; • , , .• • • • • • • • ; : • . 1________.., : . , • • • : • Specification Table a... � min owce me WO /KIn9 load by 30% 2 Wnen using EO and the load Is a shear bad, reduce the working load by 50%. 3 when using EO and the load Is a tensile bad. reduce the working load by 20%. 4 For AS and ED oI anchors with actual embodments between the Wed ambedmenls use linear Interpolation. 5 For AS and ED of anchors with embedmenta grasser than the deepest embedment listed. use value for deepest embedment listed. T Kwik Bolt 11 Anchor Spacings and Edge Distances are calculated using the following Information: I 1AS 0.70 Edge Distance Shear Load On y ED I EDmin I 1 ED 3.0Emin 1.5Emin 0.50 Edge Distance Tensile Load Only ED EDmin 1ED 1 5E 1.0E 0.80 AS Kwlk Bolt II . 2.0E Anchor Spacing ASmin 1.0E to ttv 4I I Q °go 45 Selling Details Anchor size HKB 1 /4' HKB 3b' HKB 1 h• HK8 VS HKB 3lg' HKB I BO = 0 drill bit size • anchor diameter 1 /4' Na' 'h' sib' a'4" I. E depth of embedment (minimum/standard) 1'/e'/2' 1 21/4'/3' /' 2'4'/4" 3 "/444' 4'/'16" MO hole depth (E . 1 • D) min. /std. 1 �2'l. 2 / 2 1. 23'4 / 1 3�'' 4N. 4 / 5 h ' S'17 / 7 DC wedge clearance hole in plate Vie' Ins' ells' '' /re' 13 /i." Pk" L. anchor length min.lmax. 144 4 2'1 7' 244" 7' 344' 10' 4'/4" 12' 6" 12" TL Thread length std. /extra Thread length 44' 3' 7 1."/1'1.' 4' 1 4' I' /" 3' /: " /4 1'h' 31/2"14 'h' 2'/4" 41/2' M Installation Stainless min. E torque Ib.) 4 20 40 85 150 235 (h. Steel std. E guide valves 7 30 75 110 200 450 Carbon min. E 4 20 40 85 150 250 Steel std. E 7 25 65 110 235 450 BMT Mon. Base Material Thickness pncnes) 3' or 1.3 E whichever number is greater DIAMETER (In.) '/4 at '/2 314 1 EMBEDMENT (In.) minimum/standard 1'h 2 isle 2'h 21/4 3'h 2� � 3'14 4414 4' h 6 AS Spacing Required to Obtain Maximum Working Load 2'/4 4 31/4 5 41/2 7 51/2 8 '/ 91/2 9 12 AS Minimum Avowable Spacing Between Anchors lin ) Reler 10 Note 11. 1'h 2 Isle 2'h 2 31/2 2N4 4 31/4 43/4 4'h 6 ED Edge Distance Required To Obtain Maximum Working load (in.) Shear 3lia 3 4 4 614 6 8 8'/4 9314 9 13' 13 Tyson Ph 3 21/2 3N4 3Ne 5 4'1a 6 47 rb 7 M ' 6414 9 ED Minimum Allowable Edge Distance (fn) Refer to Note N2 it 3 Shear 144 14'4 2'/ 2'h Re 33/4 4 4'/. 47/e 4 63/4 6 Tension 1 2 I N% 2'/ 2 3'h 244 4 31/4 44'4 4'h 6 Specification Table a... � min owce me WO /KIn9 load by 30% 2 Wnen using EO and the load Is a shear bad, reduce the working load by 50%. 3 when using EO and the load Is a tensile bad. reduce the working load by 20%. 4 For AS and ED oI anchors with actual embodments between the Wed ambedmenls use linear Interpolation. 5 For AS and ED of anchors with embedmenta grasser than the deepest embedment listed. use value for deepest embedment listed. T Kwik Bolt 11 Anchor Spacings and Edge Distances are calculated using the following Information: I 1AS 0.70 Edge Distance Shear Load On y ED I EDmin I 1 ED 3.0Emin 1.5Emin 0.50 Edge Distance Tensile Load Only ED EDmin 1ED 1 5E 1.0E 0.80 AS Kwlk Bolt II . 2.0E Anchor Spacing ASmin 1.0E to ttv 4I I Q °go 45 The Hilti Kwik Bolt II System continued Carbon Steel Kwlk Bolt II Allowable Tensile Loads (Ibs e DI.. t . . ) meter 2000 at 270 580 670 1310 2130 2310 750 1370 1440 1450 2400 2530 2670 4800 5870 4670 7070 667 6000 • al 470 870 870 850 1550 1550 1730 2800 2800 2670 4190 4190 3200 5870 6320 5070 8400 10670 Embedment 1 2V2' 41/4' 2'/4' 31/2' 6' 2 4' 7' 31/4' 4'h' 6 ' 9' 1170 1870 2080 1600 2400 3200 1970 2930 4000 3330 4930 6670 4050 8000 7670 2130 3290 3730 'Does not apply 10 Post Nut Kwlk Bolt — When using the Y4 x 12 KB 11 Anchor, contact your HUII Technical Representative for load capadty. Carbon Steel Kwlk Bolt it Allowable Shear Loads (Ibs) "' Dle. . - --- 8200 9200 9200 Values shown are for a shear plane acting through the anchor bolt shank. When the shear plane Is acting through the anchor boll • threads, reduce the shear values by 2034. Values shown are fora shear plane acting through the anchor bolt shank. When the shear plane Is acting through the anchor bolt threads, reduce the shear value by 1234. • All other values shown are for shear plane acting through either body or threads. Does not apply to Post Nut Kwlk Bolt II 49 4/5 . 1 ; 1 ; , 1 . I • 1 I I I I i I i t • I t • • • 1 • • • 1 1 : , i • i I I I ! I ' f I 1--2. i----.I I 1 i i I 1 - 1 1 1 i 14 ,,,,. i _......_, i , ! . i.t , , ; : • " 1 , -----__._____L____i_ . , • ,...__I ; ; • : : 1 , • ARBAB ENGINEERING, INC. JOB A tol Oh kV) . SHEET NO. OF 4 16 - CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CALCULATED BY CHECKED BY SCALE DATE DATE Anchor Loading The type of anchor loads and the position of the Toad play an important part in determining the proper anchoring. Direction and Position of Load Combined Loading Anchors loaded In tension and shear simultaneously, will have ultimate capacities lower than an anchor loaded in tension or shear separately. Combined loads should be calculated on a straight line Interaction diagram. F applied + F, applied F allowable F, allowable — ColaB11JC1) rLOI 2g 3g40 • 21 4,73 s 44 4 AEI Alicitioit, 8s. AK, fee. . 4 - rc- - .1 4ObO Cet 81 OGI) L-DA.DS s/ r 8 h S. ANc.b 4940L AL-so ,Nr M r s . ej Y 'elzs°kr. S Fos\ sJSU S Ti iS . Displacement Displacement Is the anchor movement relative to the base material. The movement can be an elastic or plastic deformation of the anchor material, creep of the base material or movement of the expansion mechanism. Load 1 A 7yplcal Load Displacement Curves 2A4 of •L Displacement Curve A — Anchors that exhibit a steep rigid character- istic curve are shown in Curve A. These anchors exhibit very little displacement up to the point of failure and are suitable for applications which require little or no dis- placement. Curve B — Anchors which exhibit only small displace- ments until the preload applied via the tightening torque has been exceeded. An additional increase in load causes additional follow -up expansion and displace- ment. This action will distribute the Toad between the remaining anchors and will prevent brittle failure of the anchoring system. Curve C — Anchors that exhibit a relatively flat charac- teristic curve are termed light -duty. These anchors are sufficient where the application is non - critical. 21 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 JOB SHEET NO - Cf 15 DATE o 2 CALCULATED BY DATE CHECKED BY 4 I 1 I - --1 -- ' I I, H 1 1 I _ L I i i ;--/!1-0-02-Sir---t ` - 1 `1 3 1 Z - LO I^ 4 t z i , r L •( �� • ..a 1 i ; 1 1 1 -I--; 1 1 411 ' • 1 1 ! ! 1 (j 1 , 1 I ► ' I ` ' I 1 I t i ' ;IT 1 ' , i s = r ,�, f I , ,d ` I I l I I, I . � 1 1 ,. �I • • -r-ho.ri 4- 1 =tci- ' , I i j j I ' i 1 l I ! ! ! ( I . I j I i , i Iz S d 1 z — I - - ' —i 1 1 ! ! 1 ! I 1 I , ! i i ! , - i I ! 1 t i I 1 1 i 1 I I 1 j i i I j j--__ I 1 I ! 1 . I 1 - I ! 1 2j 7"s 1 I ! 1 ! ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 JOB SHEET NO - Cf 15 DATE o 2 CALCULATED BY DATE CHECKED BY . . • , L.... 1 , • . 1 , 1 1 : ; , , • - r : --I- ' ' ' ' , I ' 1 .41 4 "• -1 1 C L)41 • 1 ; - 5 ! ' 4 i 4 • I ■ : • • I - I . : : • I 4 ' :: i 4 DJ ., i... 4 4g- ' . 1 .----- . i 1 ! f , ; r . 1 t - ; , : : • ' i - I ' • ' I i : 1 1 ! i , . I i ; : I t ■ ! . ; i i I i Ti0.146 , . J1 • : ; I 1 I 1 . i ' - 1 : ...._. • i i , , : -t- . - . . • i i ! 1 ! ; i i c., !• , , . • . • , I . , ' ! i I ' 1 .: ...41';!:, 11 1 , • • !!--- . 1.----' ! . j I . 1 4 "2. Ti a 1, xtz, .ii! I i F , • L___ • 1 1 , 1 1 : ; ' 1 I '''" • ! , i 1 ; ! :. ; ' 1 • i , I i , ::.1, iil''‘, , ; . • 1 ii 1 I ••,• , i 11!; ; ., ;• I i i . . I • i i ! . • • • 1 • • . • 1, i • • ' i ' • " 1 i I •• 1 • Iti s 1 4' r --' -1 1. 1 1 1 1,,1 : 1 ! ! ! . . . , rim' 1 ,,, , i i 1 i .. . 1 MN • . • ! I tfi 1 ; • , I i 7 ,__i_ . I , ; • tit' : , ! • , : I ' I • V I I • ' ' ' ' ■ i ' • I i --__I :••••• 4 • ' ' I • -54-- I I I I I 4 (T xt)i, I. 1 I I i i i , , 5-- .-5-- ' • ' • i 4 I i i ; I . : I • I ' ' 1 I 1 1 1 I / •I 1 4 1 I ' I ; j - , I j I I . 1 I I I 1-441 ' J . . . t I ■ I . 1 !Ili" Lill 1111 1 J i ; : • I i ' ■ : : i I . I I ..,„_' __,[. . :. ; , • I 1 ill 1 7 1 I : • i n i . 1 -= b 2.• :...' I . i . , ,: : 1-- • 44 . , i I 4 4 . 4 ' i • ' • • 4 ----4 ' ' • : I 4 I 4 4 1 ........ ___ dor i ! ; • I • i ! I ' • ;/ • • 1 itm.. 4 /:.4 /I ' • • i i DATE SCALE :.,1::• ' I I . ; 1 1 r JOB ARBAB ENGINEERING, INC. ei steoRE4 . oF SHEET NO. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CALCULATED BY CHECKED BY DATE A/5 1 1 1 I 1 1 1 ' ! j 1 ; , ; • . 1 . . ! 1 • , . • ! i ' I 1 I I • ` I I 1 I t i , I II; I i i $ 1 L.. i ; ! 1 i , ! ; ! 1 , • i , : IL ; • ! 11 1 - . ' • I 1 : 1 ; i 1 I I , I ; ; 1 I I I r , , , , , : .... . r• , , : , .—.i , ! , , , .. „ ,...._• ,• • ! : , if ' i 1.1 ! !I i ! 3 • „ 1 i i I . I : • I 1 I : ' iiii i 111111' I 1 a a ÷__...— ---I • • L—...._ • • — $ ----; la ! : I , ‘ $ I $ . 4 , ' I :I ! • • . ..r ; La I—. I I . I • $ I i.' : I i , : • a : . : _t_ 1 . i 4 .—..—........:—...■,. .—........ . __.4......___;.---_ _ ; ■ 1 , [. !i : I • ; , ! t . , Y i • ! ! I • ; . i , . ■ , c 1 • --r----. • . i 4 „ ■ r , ; , . : 4 i ! i , , • I : , 1 : -, : i : — 7 -1 . s i• i I 1 . . 1 i ; ! 1 ! , , , . , ! • , 11 ! ; 1 • I . ! 1 ! • : P ! ! ! -I ! I 1 I I I ! c L r . ■ e r,- :.! Vt i-T t, 1 , 1 0 4 1 I 4 I 1 ir... i --- 1 I 't lAa. 6 ili i - 1 i I ! : I 11 11 ' blillIMH ; i s'il • t,IF 1 t•■• I 1 I • r t 1 p . ; . , : ! i , 1 - • , , i I , • I ! • i , 4 ' 1 : 7-71424.7cpso I - I i I i , ' : , i „„...•1!;! . . ! I I lgriq5 M .1E i 1 I i , I : p. j . I i, ! I ! 1 h -r- ! i l 1 . I 1 1 1 11 1,-..g • i ., -- 4 , . i , . —4 1 . 1 1 1 , , : , , , , , 1 I , , I ! i 1 I .1 1 1 ! j 1 : . ! . . • i : . , 1 i , ! , ! 1 i I I i • , : ; _I I ! ! . ; i 1 , ----,—t ‘,. 1 i ; - • . , -,--- . , . IS :,N :,:.• ! , , L : , ! , . , I e ' • 1 1 ÷- 1 i , , , L I . ,.. ! : 1 : • ! ; I ; ,i .! ' i 1 ; 1 I 1 . • ! . : 1 ; 1 : 1 ! I l ! L.. i i i 1 • I ■ I I 1 D 1 i . .._ , : 1 ! 1 • i ! 1 • : , • 1 , I . i 1 i , 1 1 1 • : 1 i 1 i ,, i,•,,i : . , • . 1 , 1 : I i —; , r : —! • _____:___._;. ! ____.4.._ I , i • I ! j I 1 I I 1 1 _.., -----—. 1 I I ' 1 ' • • 1 ; I ; ,: i ; L 1 ' , 1 11 • I [ 1 1 1 • i I I I . 1 1 i - L , I • ; • • I I L i : • i i I i ! i 1 1 I ' ' . . 1 i : . „ . I i 1 i 1 4 , : , 4.,...i .1 ;I, . ; • , - ,! , : : , , r ----- ; • ; i I i. • • ; ; , i , , ! , , ; ARBAB ENGINEERING, INC. SHEET NO. a OF qC.5 CONSULTING ENGINEERS CALCULATED BY DATE 7/ 11) Z CHECKED BY DATE SCALE 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 • ; , ; 1 ; , ! ; ! : , ! ?. ! 1 . 1------ I 1 ■ i. ' 1 i . i ' I....—... . ■ i • ' I ■.—. i i i i I i i : I : i I I 1 . i I I ; ■ I 1 1 1 --- ' : I : : . I , I I ;, i i , 1 ! , ! i i i ■ i i . ; ■ • ! I ! ■ i I I I ,..............,......—•—............._1..............—...L......_........”— . I . ■ i i e i I . . e ' . ! I 1 : 1 • ; I. , . ; • i : . . , , . ! • 1 . , , . . . . . . . , . . . • . . • . ; . . , . . ; . . . . . , .• : ; . . : . . . . • ••■••.:,.. I I 1 .• f• . . . . , . . . —:---. , ...I ; I t 1 ; . . ....... _L_... '.......__ , ......._....L• _.......i.___f___....4______L_L j, f ...___ 7 ...._____ r _. _...... , i • i : , • . i , ! . : • .... L ; ! . 4 a I 1, • I , 1 : I --i-- i-• ! ■ I. I 1 -- , 1 1 . i . r ....._ ; ; . 1 Y ' ' —1----' ! • 1 n I -- , , -- 1 ..a.:■-=-0 . , 1 1 i : i 1 i rTf4 ___, ; -7 : , . . • 1_____; 1 , ; ,__., - 1 - 7-) I 1 i I L _ i ... 174;r: . ! 1 1 . . ' i I 1 i • i I 1 1 , , i ; , , : , i I i I y --i- , I /10 I , . 1 , ts, , I ._. f 61 1 I ,0 iut. 1 Alliffiglia I i • 1 uf , v 1 $............4-----L- I! 1 , , 1 • I 1 ! 1 01 I 1 , . : 1 i i 1 ; 1 A Nir ! 71 i 1 1 - i I , 1 I • I si r i 1 . , ...___ L__ L Ael I ' * 4 ! i I : ' '' --,--- , ,,----, ! , t ; : , . _ • i 1 ------ 1 1_____ ,t_A. # 21 . VA / _! 1 , 1 I ! i____.■ i i . , i____It:74. 1 , --1-- — - 1 — v Is i i f-- — ; ; = -- 1:_ ! i 1 1 i . A , I 1 ; • : ; ; i . 0.11%4 14 ; , t.. • • 1 : ; • : . : ! ..1 t 1 . i i i I J 1 i i . .,: 1 .... i .,. i : ; i - • , : . i t I ; ! 1 • .. 1 1 i I ; 1 i 1 ) e • ! i 1 ?. "" • I ' I I ! I I''''''''!"*"••••410 1 y ; ' i - .2-- . i i J I 1 • ---T4 ■ li I j____l__,,. • I i 1 i I ' , ,,,,„..7 i 1 ■ y 1 , • . I I ----7- ! i (.1 i; 1 , ; 1 i , , , , , , ,, 11 1 1 1 1 I i , . 1 , ..,f. , I 1 i 1 1 1 • 1 • 1 1 L I I I ' I-- ri r - I i ■ L_ 1 • , I : ; . ; , i : i 1 ! I l; , , • • , , : , . ' I : r-------,-,..:::i_1:1,4 , . . : , • . W. I ; , it ;-• i ! 1 i ! • I ! I i S • I : r ~ ^� '--)-- [ 1. l-� I I i , 1 , .e : , , • r JOB ARBAB ENGINEERING, INC. SHEET NO. r9 CS CONSULTING ENGINEERS CALCULATED BY ( I-1111a_ • 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY SCALE CF DATE 4 16 1/ 1 4/0z DATE F i I i i F ;i l i j l i i 1 ' i 1 _ i 11 I i — I i I ! I 1 1 i 3 � i � , 1 r , ; ' , F i I , 1 I I ' 1('�� I i i , ; a • 1i 3a ! j ` I I , ; % . ; 1 1 1 - { I I i i ) I j 1 L 1 1 i- I 1 I I I i I , L `L ; ! 1 )f∎0' i I � i 1 1 ''— ' I i i i i I f 1 1 i 1 <14 I 1 I M j I I f i ( I I I ! 1 _ I I I i i ( - +r - I ( '' I , , ," , 1 "r ' r» , 1 I ; i 1 1 I rli I ' I i ; 2' 1 I 1 ; I ! ■ i I I j f ‘11 i. 4L i, I _ 1 • 1 I 1 11 i —: ; i I i, t i : ; i ' L_ 717 I 1 } I I 1 1'�� - 1 1 ' ' I I I 1 1 i I i 1 L. i I I i ; I R i 1 I i ; j d I I 1 1 t* 1 I I , r--► I i ( 1 ! I ! 1 1 1 .! 1 , I 1 1 f 1 i 1 } i i j 1 i 1 1 i f i i 1 1 , I , I J 1 , 1 ` 1 I I I _i ! _ L._ 1 • 1 i I I I 1 { 1 I , f 1 I i 1 JOB ARBAB ENGINEERING, INC. SHEET NO. CONSULTING ENGINEERS CALCULATED BY \ — DATE 7/14/ 4 7- 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 CHECKED BY DATE SCALE t— § ' ' 1 t t I ±- • : . . i i _..... L ! ; ; . --t---kt4-1----i' 4 3 .1 " i t• ? 1 0 P , 1 i , : , 1 I i • lae 1 • ' 1 X itiVi II i ! , I i i t 1 I 1 t i le. ! 1 I I 1 I i i ■ . ; 1 , . i . t 1 .i._111 ! 1 tq, 17 t I I ..,----------1.' - L. ''' ..._1, . 1 I • . : ' I 1 1 I 1 i 1 • 1 1 -r- i 1 , I !,,... I_ • • ; ; I ....? ; I -1-43-. I I i I I I I ! 1-----■ I I I I I-- I 1; ,1 •1!1'''''''1 r : • ,::1,1;; : ' ; • . 1 t ; , ; i t ; 1 1 : 1 ; t t , I ; t { ; i i 1 ! i ,. 1 t ; , 1 : 1 • I , i i 1 i i 1 . : • • . 1_,I; -, !;;;;;;;I::;:11;;•:; -,• • •;' —t- •!!1:1•1:;;!;;!1.1:;;!:11,• 1 : -•I'''11, ••,---.. L 4 i!I;IL;Iiil:'11:!:1!ii 11 1 1 :•1!;1 " !I 1 • 1 1 I I 1 -''• II Si 1 ' I 1 i l ii .1!1! . ; Il ir-T111.it- i 1111 ':il Ili: •I /! !i''11' I III 1 I 1 I I ! 1 t I 1 1 ■ i 1 . .. .:. 1 ,,. :; , ._r__ 1 . ;;;., , I. I , ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 " SA AT8 - SHEETNO of •%5" DATE 7)14/0Z, CHECKED BY DATE CALCULATED BY : 7 : ;II I, — 1 ; ?ill ! r" --- 7 ---- t ------ t-- - t " t I ; ! t . i--- , --: . . . . • — .,... ; I • • ■ . . ! . i i. . I. :.. I . ,.. .. ■ ! i i I i I i • 1 i j ; 1 , i 1 1 1 I i i • 1 1 : 1 , ! _ _ . ; I ; I I I I I - ; 1----r . Li—=14 3-0---. 1 glt4 : 1 ! ! _ : 1! _d_Li : . , • I-- ' 3 3 i . i _..1 1 • i i 3 ! ! V V i C H F i ' I . . . i I i t i t ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 " SA AT8 - SHEETNO of •%5" DATE 7)14/0Z, CHECKED BY DATE CALCULATED BY : 7 : ;II I, — 1 ; ?ill ! r" --- 7 ---- t ------ t-- - t " t I ; ! t . i--- , --: . . . . • — .,... ; I • • ■ . . ! . i i. . I. :.. I . ,.. .. ■ ! i i I i I i NOTE: PROVIDE "3 STIRRUPS 4 • 12' AT BEAMS AND CORNERS AND 48' C.C. FOR REMAINING LENCsTH OF THE TIE BEAM. PROVIDE 2 '5 AT MIDDEPT) -i (ONE EACH FACE) FOR 30' TO 42' DEEP BEAMS. 4 '5 (2 EACH FACE) AT 1,3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42' TO 34'. 3) L.. :9<5.. `"10A � . BEAM SCHEDULE MARK SIZE INCHES e ELEV. TOP REINFORCING A B D z- s" z -4 Z -V -Ts- exiz' EA E Elf T. 'D' 'ti 46-3 v #3 STIRRUPS E. END NO. SPACING INCH Q'' G ' L' 10" G. L. 10" G. L. 6" 41 o "41 I c " G. C,. IO "G' 4(v1z cr "6'L' REMARKS i ! 11 i 1 i ' i I i i , I 'jilp I ' • • V 1? � S i , i • i L.....___1 1 ', ; i r i ; .QQ ! , , ; 1 ' I j . oil4�O i I I ! - - ... ; ' 1 1_ oi = �� - i—_ ( 4 i - - - _[.. 1 I Li, I 1 - `-- ° i - - -- — , -. - -- - -. _ ........."---1,1: _ ; (Sr--1 ! ' { _ • l— � 1 I 1 i I �' j I i a{ I I i ' '' 5 �� • • i i 1 i j 1 I i I I s 0 I + i I i i I I i I i I --� i Ab ! . 1 ' i , � I I { 1 } ! i I • 1 r� ' i c 1 t :,______L__ - --1- - -per -1 -'= , 4 ;4= a �->. ' i ; � - i ► • ° I - ' i ll 4 P'<s p I I • _ ?o a I ! t L l C i 4C 1 Ida s• 1� 1 i i 1 I ' I , ' 1 I l ! Litti_ { L1 1 I 1 � I Ut... I = i 4 0. P. !3 9 i p i I 1 i ! ', I I I i i i I I i 1 i - I i- - � � i\ lJ- J 1 I ( 1 I • i i I ---- -• ! 1 ,..r • i t i I • I + I i i I 1 i i ∎ • ■ I i ••••• i i i ! I ! 1 F I 1 1 . i I ! I I iz-: • 1 i I 1 ! `1 ? i , I I I I I I i 1 ; = I O! -; 1 1 -1 [ - 8'�Q i 1 i � 1 41 4. - i • I ! i I ' I _ O i _ _ — i 1 • j i I • i i • i I i I 1 I 1 I i 1 ! 1 , 7 i i X71/ i 54 .. I ry 1 I{ ' I I 1 E i { I I ' i i + I-- - � L , ! i E - i • ' i • i ' i d I I i v ! !■y ( T I i I i 3 • I i ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 JOB 54+- SHEET NO. OF 44 5 CALCULATED BY r DATE CHECKED BY DATE SCALE '"'"'"•-"'"-°' . . . 1 ; ; • : 1 1 i I: 1 i 1 .|__ 7 - --' ------ p=l� | i ] -��1�-�---�' • ARBAB ENGINEERING, INC. SHEET NO CONSULTING ENGINEERS 11900 BISCAYNE BLVD.. SUITE 508 N. MIAMI. FLORIDA 33181 (305) 891-5049 . - -3 °4Xz - 4 - 08 - 4# ‘n •"6. / JOB CALCULATED BY k vo==:010. „ . 33 OF CHECKED BY DATE DATE. I/ g) • • , Plywood grade Common nail size Minimum nominal penetration to framing, in • Minimum nominal plywood thickness, in Minimum nominal width of framing member, in Blocked diaphragms Unblocked diaphragm Nail spacing at diaphragm boundaries (all cases), at continuous panel edges parallel to Toad (cases 3 and 4) and at all panel edges (cases 5 and 6) Nails spaced 6 in max. at support ed end 6 4 2Vit 2t Load per- pendicular to unblocked edges and .panel joinqs (case n Other con - figurations (cases 2, 3, & 4) Nail spacing at other plywood panel edges .. 6 6 ; -17 � : 1111 3 Structural 1 6d I V. 164. 23 185 210 250 280 373 ' 420 420 475 • 165 185 125 140 8d I Vs Vi 2 3 270 300 360 400 530 600 600 675' 240 265 180 200 10d 114 1 32 2 3 320 360 425 480 1 640 720 730t • 820 ( -D 215 320 240 .__311■11 �• _ _.1i�1 _... • Erni Case 1 Framing Case 2 1 _ 1111111 1 iiii nil: 11111111•11111111•111°"" Case 5 Framing Ain Blocking if u ed Case 3 .11616111.1.011 .116161.11616111.1.011 .. Imumnq 1111111 m Case 6 malimiall11110 MO MB - - -_� 1 Load Case 4 Load Diaphragm boundary Load Z 65-.=. 142--' Z , ) LS w _''is - �c' - iT•:i-"e:ir: ___ - .:•tt�. - - ` r:'`d� -- ':-ice= _ ,'c'`s...;t; �T:; - _ _ _ Framing of Douglas Fir -Larch or Southern Pine* Continuous panel joints Blocking Continuous panel joints Framing Continuous pane joints Blocking )42,�x`42�� 10 OPIL-`7 "C.4 = i8 -S ' # 1o1 ,JnivS CJ .4t • P C2 02.. 1.4¢16Kt CE iJ'T,oL. '°1 IPA MI AiAI PROD T C tl NTROL NOTICE t1 F A United Steel Products . 703 Rogers Drive (P. O. Box 80) llontgomery,NIN 56069 Your application .for Notice of Acceptance (NOA) o1 Wood Connectors under Chapter 8 of the Code of Miami- Dadc.County governing the use of Alternate Materials and Types o Construction, and completely described herein, has been recommended for acceptance by the Miami -Dude County . Building Code Compliance Office (BCCO) under the conditions specified herein. This NO shall not be Valid:aftcrthc expiration date stated below BCCO reserves the right to product or material at any time from a jobsite or manufacturer's plant for quality control testing. Secure th 1 product 61... material fails to perform in the:approved manner, BCCO may revoke, modify, or sus 1 use of suph product or niateriuj immediately. BCCO reserves the. right tq revoke this a' pend th determined . by BCCO that this product . or material fail to ntcet the re of the So u if it i. Building Code. South I lorid The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00 -0132 :0l EXPIRES: 08/21/2003 THIS IS THE COVF:RSI3EFT SEE ADDI A PPROVED: 111/0_ 3 6 o 4,5 MIAMI -DADE COUNTY. FLORIDA ME-TPO -DADS FLAGLER BUILDING BI I LDINC' CDOZ COmr'1.LANCE: OFFICE: ' TRO -DADE FLAGLER BUILDING 140 W(ST FH.AGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1363 (305) 373 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING sECnoN (301! 373.152, FAX (30!) -2538 C0NT3L c- FORENFORCEMENTDIVLSCON (305) 375.2966 FAX (305) 375.2yu8 PROUVCT CONTROL DIvI1104 (305) 373-2g02 FAX 130S) 372-6J39 Raul Rodriguez Chief Product`Control Division SF •R SP 'WIC AN F This application for Product Approval has been reviewed by. the BCCO and approved -bribe Building Codc'nrtd Product Review Committee to .be used in Miami -Dade County Florida u th , .ndere condition forth above. s srt Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office 11104500011pc10001ke„pla,y ck..acceptance corer pajcdot Internet mall address: postmasror @buildingcodeonline.com Homeprtge; http :l /www.buildingcotJvunlinc.com f s s a United Steel Pro bisi �` - ---- -- ompan� ACCEPTANCE NO: 00. 0822 O1 APPROVED: NOV 0 2 2000 EXPIRES: r$t21/2003 PTANCE: SPECIFIC Owl .t+ 1- .SCOPE 1.1 This renews and revises the Notice of Acceptance No. 97- 0205.03, which was issued on 02/2 1 /97. It approves wood .connectors; as described in.Section 2 of this Notice of Acceptance, designed to comply with the'SoUth Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved 'drawings. 2. PRODUCT DESCRIPTION .2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No, 1 & 2 and sheets 1 & 2, titled "EHUH SERIES JOIST HANGERS and UH AND ST SERIES HANGERS ", prepared by United Steel Products - Company, dated 9/26/00 & 9/27/00 with no revisieans. The drawings shall bear the M Control Approval stamp with the Notice of Acceptance number and .approval date by the Miami -Dade Product.Control Division. These documents shall hcrcinafter.be referred to as the approvcd.drawings. 3. LIMITATIONS 3.1 Allowable loads are for•Southern Yellow Pine or.better with a specific gravity of 0.55 and moisturc content of 19% or less. *3:2 Allowable loads ar,c.bascd on testing IM D1761 and calculations per National Design Specifications for Wood . Construction 1991 Edition & I993 1993 Erraca, 4 . INSTALLATION 4.1 The wood connectors shall be installed. in strict compliance.with the approved drawings., 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or loo, cit sta following statement: "Miami_Dadc County.Pioduct.Control Approved". 8 y' and the 6. BUILDING PERMIT 6.1 Application for Building Permit shall. k accompanied by coliies.of the following: :6.1.1 T1i is. Notice Acceptance 6 .1.2 Duplicate copies of the.approved drawings as: identified in Section 2 of this Notice of Acce clearly mark m marked to show.the hangers and angles selected for the : prq sed installs i ptancc, 6.1.3 Any other document required by the Building Official' or the SFBC in order to properly n installation of these products. evaluate the 2 of 3 Candido Font, PE, Sr. Product Control Examiner Product Control Division t ruducts COmn um•. 31 A/t5 ACCEPTANCE NO.: 91 -SMZ pt APPROVED: Imam EXPIRES_ 08/2I/2003 NOTiCE OF ACCEPTANCE STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the origina submitted doctnncrttation, including test supporting data. engineering documents. are no older than eight (8) years. 2. Any and:all approved products shall be permanently laheled.with the manufacturer's name. city. state. and the following statement: "Miami - Dade - County Product. Control Approved ". or as stated in the spccil iq .conditions cif this Acceptance, 3. Renewals of Acceptance will not bc.considervd if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with thccode changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this 'acceptance.. including .the correct installation ofthc.product: d) Th engineer who originally prepared, :signed sealed the required initially submitted is no longer practicing.. the engineering profession. _ 4. Any revision or in the materials, usc; orate product. or process shall automatically bc cause for termination of tliis Acceptance, unless pridr.wrinen approval has been requested (through the filing of a revision application with appropriate fee) and granted by this.officc. 5. Any of the following shall also be grounds for removal of this Acceptance: n) Unsatisfactory perfonnance'of this product or process, b) Misuse ofthis Acceptance as an cndorsettieat of arty product. for sales; adv.ertising or any other purpose. 6. The Notice al number preceded by the words Miami -Dade County,.. Florida, and followed by. the cXpiration date may be.displayed in :advertising literature. Ifany.portion'of the Norice ofAcccptanec is displayed. then it shill bc done in its.eriiircty'•: 7. A copy of this Acceptancaas well as.approved draWings and other documents, where it applies. shall be provided to the user.by the. rnunufacturcr or its. distributlirs andshali be.nvailable Ior inspcetion'tlt the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with.any section orthis Acccptancc.shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I;.2 and this hist page 3. �Canilido Fant. PE, Sr. Product .Control Examiner END OF THIS ACCEPTANC .Control Division 3 ol•3 Nobs 1) 2) ?relict 3.ht Cods Sloe H UR 24 2:4 3114' : r, ihrrnalTh rrismanacnramTarrimminnamnriFAmm irry 4 380. 700 a♦ r4 anar• cn-a��na r�s i♦ ee ill e. r rP �mmmarr'iaai�, ammo sr :� rn� .:He arnormi rr imorerawararmanrarmainunsinranu marmorm 1. sana rr p rrags , rnua� e � �p• e o mirmumnnuanammerrarrraommt JOIST HANGER. U —TYPE 18 .GAUGE Kai on jai ieteha8 ' ids/AB Isougl 16 be dtiruitlieoa lhtiolhp td i[ti ' !e Pere nation offaitete a! n }eider wdIcid shill byeZ ' for 164anla and 2le r for20d*IL sag �, tat ►ri COl Ia1 • IRR101 IlrilMll ,COD(.t2Wtj O Acc1PTUtl u. i— : ot,T1 d, zaw rr 38 . JOIST HANGER STRAP TYPE 705 ST 1202 . ST 472 'ST 424 3,513' 1313' W 1.38' Product Cole ST 201 Dtni ,ubns H A C 13 114' 1313' 3 114' 17 i?ff•'� 3 114' I�t.r 3114' 2 a' 3 !f4• Fasteners Realer Me $•16d 6464 12-203 12204 12.206 6-16d 6-16d 6-166 Desiai Lead, Down Us 1170 70 2100 2100 2100 725 723 723 3.118' 3.518' 15/8' Nbrc I) Bark i Dap 16taa6eud bread 18 girlie 2) Penetration °Cratirre:s 6111edet for 16d emir tadINV' for 20draib 31 }Ja17 or 1 1 11' bockats Atli be. bre mouth.lobe drinn Unouah bolt elks. r0a orrice USE EXITED S.TtiI PRODUCTS t:OPANT 703 RODGERS DRIVE M3rr700RERT, Pee 36th! if ?LC, UN Mm S SERIES_ IIAPGCRS DRAVING :nat. COAVDrG. RCVICV NU 2 1043E2 2.0470 s 740 DaTE ei27/0111 rWn40 • rttr Kw rfvrl rw avE'ER. rr0 musts EXTRA HEAVY CONNECTOR 14 GAUGE Pr 4act c.4e Jai 3r1 she EHUH 322 2.4 t EHUH 26) 2x4 131ww26H ' 2 x 6 EMUH2IIH' '2 EHIJH 310 2 10 EHU8 2l0N2 z 10 EHUH 26-7 EHUH 26.214 EHUt124.2 EHtJR 72 -204 tuft 21;3 EHUH •2f=3N EHUN'210 -2 EHUH ?10:211 .9-1-111H 46 !RUN 46H EH UM .41' EHUH 4214 EHU1i 410 EHUH 4108 'CZ 2x6 (712 z6 (2)':2x (7)2.r (313x (312 (1)2x10. C2)2 Y 10 4 z'6 4.x.6 4x ! 4x 3 4. x 10 4 x•10 D ilx.azsie a.. 1 34' 1S4' 1318' 1 54' I S/1' 1 54' 3 14' 31/8' 314' 31/5' 31/1' 514.' 314' 31/4' 39116' 39/16' 3 9/16' 3.9/16' 3 9/16' 39/16' 1 1/4' 5 1 / 4" 7 1/a' 71/4' 9 1/4' 9 1/4' .5 3/8' 534' 7 34' 774' 6 13/16' 613/16' . 9.i. 934' 5 1.12' 3 7.14' 7 14' 914' 9112' A 3 1 f3'' 3.1/2' 3 1/2' • ]' 1n' 3 1/1' 3 1/2' 3.1/2' 31/2' 3 1.12' 3'1fl' '3 1.7' 3 I/7' 3112 31/1' 31/1' 3112' 1112` 1112' 1 177' 3 1/1' Fa.teicr 13eiltr 29 20 =H1T20 A 28.16d 21.HH20A 32-Idd 3740420A 22.16d •22 :i1N20A 32.164 32- H1120A 4-16d 40 -HK70A 40.164 40 -K142OA 22 -16d 22 -HN20A 32 -16d 32-HH20A 40.16d 40 -RN20A _ J. lit 1 0 - 1 0 d : 1 . 3 ' 10- 1t12OA 14.10dz I.5' Id-511420k 16.10(1'2 13' 16411420A 11 -1Ddx 13' ' 1140470A 14.10d 14 -H 420A 16.104 1'6 -HN 20A 16.10d 16 -HN20A 1 11.H142OA 1 4.104 1'4.NO20A 16 -lOd l6.HK20A Desfl'~ Le 14i D.wn 2335 3166 3470 .4110 3 •4700 2175• 3281. 1181 '4775 1190 3333 3190 3315 2175 ]263 4183 1775 3190 1200 1730 1143 2313 2110 2873 1690 2193 203' 2790 2645 2150 1645 2150 1690 2195 7135 2790 2715 5335 1 2230 Kw: I) PmetretLm of fuism is be tiler 1,2' fcr 16d cel tad 13/4'tar H1.12OA. Nat: 2) Pe zutretim offuteoerisjoirtis 1l12'. 4 rust Orrlcc USE ENERAL NOTES 3c1 ©c - - STEEL SHALL CONFORM TO ASTM A650 STRICTURAL GRADE 331 tl 0. M. FASTENERS ARE ' COMMON v14£ NAILS UNLESS OTNC:RVIS£ NOTED ALLOVARLE uPLIrT LOAOS • HAVE GEEN INCREASED BY A SHORT TERM DURATION •FACTOR or 331: rat V1140 LOAD CENDITION, NO'•ruRTHC'R INCREASE 1S ALLOVED ALt.ovki L£ DOVN LOADS AkC NOT INCRCASID IT SNORT TERM DURATION FACTOR £rtau,cr Al' WMHIIW6 4)12 111 S00T11 FL 166 /N • 176 coat 04TI ' ;/ ,;' 02 20#0 97 P409001 9191110/ /0119116 C091 Lo1(tul{1CF ACCE7l110* 10. f70-OR29 UNIITE'D STEEL PRODUCTS cDPANY 703 RODGERS DRIVE torrcosoir. .Jo: 04059 TITLE C►Ut SORIC: JOIST HWGERS DRAVIKG . vat. DR*VI . REVICV MOC M)R 1 KLOItkR 1 DATE 3/C6■DO DATE 4/26/20 - Ld?a -.- i cod- I OIA1 A. KDL1CK. chill OGDCt7t, roc •30!91 MIA MI PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. 0. Box 80) Montgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of: Wood Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by I3CCO th this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0724.06 EXPIRES: 10/01/2006 APPROVED: 09 /20/2001 \ 1 \ \templates\notice accepunce cover paze.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DAI)E FLAGLER BUILDING 140 WI :ST FLAMER s r. sum:: 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2)0x c :o.\ rlt!\c-IY)It LUTE �Nllsc NE:c-rloN (305) 375.2527 FAX (305) 375 - CO.N't'R,\Cfon E 11VINION (305) 375 -2966 FAX (305) 375 -2909 1'ItOI)(ICr CONTROL I)I \'INION (305) 375 -2902 FAX (305) 3 72 -633 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by thc BCCO and approved by Building Code and Product Review Committee to be-used in Miami -Dade County, Florida under thc conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homcpagc: Iattp : / /ww•w.buildingcodeonlinc.com 9 • sq/ United Steel Products Company. ACCEPTANCE NO: 01- 0724.06 APPROVED: SEP 2 0 2001 EXPIRES: 10/01/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1• SCOPE 1.1 This revises the Noticc of Acceptance No. 00- 1218.03, which was issued on 03/01/2001. It approves wood connectors; as described in Section 2 of this Noticc of Acceptance, designed to comply with the South Mori( Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. NFM & DTC -HSU, sheet 1 and 2 of 2. titled "Wood Connectors ", prepared by Un Steel Products Company, dated 07/16/01 with no revisions. The drawings shall bear the Miami -Dade Count\ Product Control Approval stamp with the Noticc of Acceptance number and approval date by the Miami -Dat Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% c Tess. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications Wood Construction 1991 Edition & 1993 Errata: 4. INSTALLATION 4.1 The wood connectors shall bc installed in strict compliance with the approved drawings. 5. LAI3ELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo,.city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall bc accompanied by copies of the following: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Noticc of Acceptance, cfcarly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate tltc installation of.thcsc products. Candido Font, PE, Sr. Product Control Examiner Product Control Division United Steel Products Company. ACCEPTANCE NO: 01- 0724.06 APPROVED: SEP 2 0 2001 EXPIRES: 10/01/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal or this Acceptance (approval) shall bc considered after a renewal application has been filed and the origin: submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific • conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product arid the produc is not in compliance with the code changes; b) The product is rio - longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longcl practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically he cause for termination of this Acceptance, unless prior %%listen approval has been requested (through the filing of revision application with appropriate fee) and granted by this office. S. Any oldie following shall also be grounds for removal of this Acceptance; .a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Ilan) portion oldie Notice of Acccptancc is displayed. then it shall be done in its entirety. . 7. A copy of this Acccptancc as•well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. • 8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Noticc of Acccptancc consists of pages I 2 and this last page 3. andido Font. PE, Sr. product Control lixaminer Product Control Division ENI) OF THIS ACCEPTANCE 3 A.uairai • N.A. A•• Product Matenats Dimensbns F•stenera Design Loads Coda Fianna Buckat (1)6' Min)m)m embedment bng1A Tor one 1Q" dlam et er J8o11 (2) IP Product Code Maims Colt 6n joist (3) 6 X4'X343 MDb: ASTM A36 LIWZMINIMMIMEINFITINIFSMINUFEM MTI �6•,w!•+ ! .• • ... 111111147 IIIMt♦•1 InNI. •!.••TIMM1 111i"�': .. • 1 .J •.. i�_•PT7 ai a. /r7 immtrmilmarommilmmomnsmasrummAmormmummummirlmermm .t ��_.0 /t•1�lSTl•a� •. • / .: � :•.1 ti COa:•at•��_ ■rr � ,r�� •. n e ��rt� � s / r� w � �... .� ... • . _. -�• :•. �:1J:.� rTil :•��`•��_1.�13•Tt.i�'' . �s 7_.:�.: 77 :•. �ti F� \7/ie ?•l.E'�!- �F�1�iF•� 1111MIPM111 ISIFIWYMANIWW/011'1 • . •.•1 •.•i/ • i[6�•:)i)i�-':LL7 . -� .`1 LMIMIONN 11111 1LTIME1111.3Tril IG1Mf— RE= 3•� � Ta � *l.f♦�� 1 � �F7aa //al•:•lFS•�R': = �� 1 t E +�lf�•7�1.11111f`"MI�1111'�T 21 � / 'J..4• XTVA I) 2 ) 3) 4) 3) </a 0- -<ts NARROW FLANGE MASONARY HANGER GENERAL NOTFS 1/2' ANCHOR BOLT STCCL SMALL CONFORM TO ASTM A633. STRUCTURAL GRADC 331 U.O.N. AHD A MINIMUM GALVANIZED COATING or G -60 TASTCNCRS ARC COMMON vIRE NAILS UNLESS OT)ICRVISC NOTED ALLOVABLE UPLIFT LOADS MAVC BCEN INCRCASCD DA A SNORT TERN DURATION (ACTOR Of 33:0 FOR VIND LOAD CONDITION. • NO ruRTHCR INCRCASC ALLOVCD. ALLOVADLC DOvN LOADS ARC m31 INCRCASCD BY SORT TERM DURATION FACTOR ALLOVADLC LOADS ARC DASCD ON INC NATIONAL DESIGN SPCCIrICATIONS FOR V00D CONSTRUCTION 1991 EDITION L 1993 ERRATA. FOR • SOUTHERN YCLLOV PINC (G• 055 OR BETTER) 6 TEST PCRrORM IN ACCORDANCE v1TM ASTM 01761 U+1TCD STCCL PRODUCTS CO 703 ROGCRS DRIVC MONTGOMERY MN 56069 \OOD CONNECTORS DATE. -- EaKtl -- DRAVING NUMBER. SMCCT NUMDCR. • J or • TOR orricC USC RFFr. @:l9 • i 10.: SOUIN F(01!D.l l L!(CIU % Cc: E ;Ulf SEP 2001. 6UI;Ui "'v CV:•: t*.; ... •: '.�:i.: LE'SPFt!Cr I! ?.24 S 0 4,„" .1 6,04 THOMAS A. KOLDEN, PL. CIVIL NUMDCR rL\30099 Product Code Description Fadpnpre ['Asian 1 n e libel Header Jolsf Upirl Perpendic ular to W al A 71 Paralpl II W 4I (11) Toward Strain RRn (77 Away from Siren RIX) (11 •• Thru Sr el Plate Thnr Stren r1Tr • TnIAA Anrhrr 4- 1fIrtx1.1/7 • Q.1 (Wirt .1t7 14111 • 1 Inn • TRUSS ANCHOR — DTC (1) Load appled Away from Strap, (Z Load applied Toward Strap. (2) Allowable Load for Up fl, LT & L2 shall not Le combined The comector shall be subfected to Load In one directbn only. (3) Minim= concrete strength Shat be 2510 psi an drrdNmum strap embedme r1 shat be C. (4) M al eriat Slrao • 14 aauae and Bottom Plate - 20 oawe. GIRDER HANGER HEAVY GENERAI NOTES '4a a c � C. o Product Code Oescrlgbn )-11 1 m (bier 1-Inr n-1 yy nIminelnnq W H 7' 71.1fJ Fa'1n•far Rig fllrrtpr R11rk (fit." 4• (71- y4 Naito s_arri Mexcher R - 1no. nreiDn 1 oarle nh Nrrrnal 1(711% 9147 (1) Material: 7 Oauce Oft 6 ASTM A36. (2) Al 311' bolls require 3' wood penetration and mirimumwood vertical width of 5 -117. (3) Bolts ASTM A307 O rade A. (4) Main member mlNrtxm vAdth 4 -117. 1) STEEL SHALL CONrORM TO ASTM A653, STRUCTURAL GRADE 337 U.O.N. AND A MINIMUM GALVANIZED COATING Or 0 -60 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHCRVISE NOTED 3> ALLOWABLE UPLIrT LOADS HAVE BEEN INCREASED BA A SHORT TERM DURATION rACTOR Or 33% FOR VIND LOAD CONDITION. NO rURTHER INCREASE ALLOVCD. 4) ALLOVABLC DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION rAcloR 5> ALLOVABLC LOADS ARC BASED ON THE NATIONAL DESIGN SPECIFICATIONS rOR WOOD CONSTRUCTION 1991 EDITION 1 1993 ERRATA, roR - SOUTHCRN YELLOV PINE (G. 0.55 OR BETTER) L TEST PERFORM IN ACCORDANCE VITM ASTM DI761 ran Orrlcc use 1:. • ::tD !.a'iil II. I1I lUItW u CODE I•:tl, 200.L••... Hnit. CI ...•1 C:. I:uitt•ctr, I...11: CLI:I:::.::i: r::F10E r'!r.of_0 UNITED STEEL PRODUCTS Co 703 ROGERS DRIVE MONTGOMERY MN 56069 JOOD CO DA TE. __Vivo.. DRAVING NUMBER _)L<qq,_ - -- SHCCT NUMBER. THOMAS A. KOLOCM CIVIL NUMBER rtI5vd99 Pr oducl Code Deterittlon Foci Vl prrt rlec•111 l n Ilit-• Header Joist UpIR PerpendicUar to Wal d 7) Paralol I Wall A 1) Toward SBran Away from PI,' an Thnl Spat Plato Thnt SIran r1TC • Trucp Anrhrr 41(1rtlrl -131• • 41flrtil -1/7 14131 • 17x1❑ ' RRn f73 • Pnn (1) •. (1) Load applied Away from Strap, (Z) Load applied Toward Strap. (2) Ally vable Load for Up ft, L1 & L2 shalt net Le combined The comeclor stall be sublected to Load h one dtectlon ony. (3) Mlnentrn concrete strength shat be 2500 psi an dmiNmum strap ernbedmerd shat be t (4) Malerlat Strao - t 4 oauae and Bottom Plate - 20 oauae. (1) Material: 7 aauae f3116) ASTM A36. (2) AI 3/1' bolls require 3' wood penetration and mlrimumwood vertical width of 5-1/7. (3) BOIIsASTM A307Orade A. (4) M ain member mlNrrun width 1 -1/7. 1) 2) 3) 4) 5) GIRDER HANGER HEAVY .5ENERAL NOTES - �f STEEL SHALL CONFORM TO ASTM A653. STRUCTURAL GRADE 33, U.O.N. AND A MINIMUM GALVANIZED COATING Or 0 -60 FASTENERS ARE COMMON VIRE NAILS UNLESS. OTHCRVISC NOTED ALLOWABLE uPLIrt LOADS NAVE BEEN INCREASED BA A SHORT TERM DURATION rACTOR Or 33% FOR VIND LOAD CONDITION. NO FURTHER INCREASE ALCOVED. ALLOVABLE DavH LOADS ARC NOT INCREASED BY SHORT TERM DuRAT10N FACTOR ALLOVABLC LOADS ARE BASED ON THE NATIONAL DESIGN SPECIrICATIONS FOR V000 CONSTRUCTION 1991 EDITION f. 1993 ERRATA. FOR - SDUTHCRN YELLOV PINE (G. 0.35 OR BETTER) L TEST PERFORM IM ACCORDANCE VITH ASTM 01761 roR Orrice use 1.. • ;:tC :,: G..;IT::u "; ul ri:L `.2PIN Hi iu Militia, oil 1•:I I . _.SEP 200.L• • .a. ::ultt•.IG 7 Q UNITED STEEL PRODUCTS CO 703 ROGERS DRIvC MONTGOMERY MN 56069 WOOD CONNECTORS DATE. DRAVING M/MBCR. SHEET NUMBER. THOMAS A. )OLDEN. CIVIL NUMBER rLI ✓. N4 In • /.. Miami Shores Village Building Department BUILDING CRITIQUE SHEET me7/14 £Tj,r? VPG� Permit No. RP 03- 1 Job Name :_ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r li r , muralso APPLICATION Fo Q BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. `� /' Date- - - - - No ' (O , 19-6. 7 Owner's Name and Address ` r /v /1 Street__Wf MIAMI S H O R E S VILLAGE BUILDING INSPECTION DEPARTMENT Registered Architect and /or Engineer. Name and address of licensed contractor - #4J�p / / /OQ /f/ u.1= 3 6-.t-pattk Location and legal description of lot to be It on: Lot Block Street and Number where work is to be done State wo to be done purpose of building (by flo s Date Subdivision 3 -6-- 6 7 y and for no other purpose. New Building Remodeling Addition Repairs No. of Stories..0'++1„ — To be constructed of Kind of foundation R Covering U p Estimated Total cost of improvements $ 4.7 V "fAmount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No �q ° Disapproved ` Date (Signed) .___ Building Inspector Read, Sworn to and Subscribed before me. Notary Public, State of Florida Commission Expires PLANNI,[ OARD DATE Chairman �� Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address State work to be don and purpose of building (by floors) T.Ie 4 t.a 9t: s _ Permit No Disapproved ____ _ __...__._____ _ ____ _ Date__ ( Signed) _______ Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor_/) _ A/: _ 6C-_13 o o .D o • / / . o N' Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ✓ om Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor___ _. . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ _____ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed)L% STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Date �'! ��- ' p 19 No 3 f / Street L` / • to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ia g-9sK Date... Z— 7-- e "7 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires______ _____ ______ P NING BOARD__. DATE Chairman _ ._ Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT v° ROOFING C Lot 0 Owner of Building Architect Contractor or Builder Legal Description Address of Building CONTRACTOR or BUILDER Work to be performed under this Permit Date 8470 Contractor's License No. � r t- Subdi- vision Sq. Ft. Value of Project AUTHORITY 19 - # II Amount of II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the p lans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signe - . ` , . tom . A _ CTOR) BY In consideration of the issuance to me of this permit I agrei to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawinggs, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work dolie by either, myself, my agent, servant or employee. BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot -. C5ITRACTOR OR BUILDR MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 2801 Work to be performed under this Permit Bl. Subdi- vision Value of Project DATE Contractor's License No. Amt. of Permit 194 . This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or, drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. -- Signed- - By INSPECTOR In consideration of the issuance to me of this permit I agree to perform .the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. Iti accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder PERMIT N° 9233 ' Legal Lat 11 Description 11 BI Address of Building '' ' f _v CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA Date Work to be performed under this Permit Contractor's License No. r '' Subdi- vision Sq Ft. Value of Project $ c '. 1) Amount 11 Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. /' ..,,,,i,'" o -' Signed• i j = � � (INSPECTOR) BY - "� ,d � `..._ -_ ' 4 - < . In consideration of the issuance to me of this permit agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, awings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by ither, myself, my agent, servant or orr ee ployee. f, of AUTHORITY 19 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date ( 1—'23-21 Job Address 3 11 /v F 9i s f Tax Legal Description /veil N'„ , e, / fr*V Master Lessee / Tenant 72 Owner's Address 3// 6(e. 15 -Cti7 Quadifier ffI%Z/ O Me/1(,2: Contracting Co. State# i olgeOO4/ (/a7/ Competency# F Z- 3 1ZZ 4.)‹ fare, /e/ Address Address Address Architect /Engineer Bonding Company Mortgagor Permit Type (circle on BUILDING LECTRICAL PLUMBING / MECHANIC / AL PAVING FENCE SIGN / WORK DESCRIPTION 3v / 9' /-k/ N//I y-ec/ //I164 � f�` ,j ice/ Square Ft. 3/ Estimated Cost g Zp0, 00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Owner Data: Notary ad to Owner My Commission Expi * * * - and /or Condo t'resident )716/ and /orNsp PERMIT FEE: APPROVED: Zoning Mechanical 41,5" res: MYCOM * RONDO TH tAEfe,sikti Fire Building Plumbing Folio, / - d ' Permit # Phone 75 7— 9' 5 7 Address / 3050 /I) Go 30 ,4( SS# Phone c /^ 0 ?(,/ Ins. Co. Signature of Contractor or Owner - Builder Date: /_ Notary auto Contractor �� Q eer -u ilder F FLORIDA. N OTARY B BLIC, STATE OF FLORIDA. MISSION EXPIRES: Aug. 13, 191kiy Commiss Expires: MY COMMISSION EXPIRES: Aug it 1994. RU NOT :Y PUBLIC *DERWRITE *. * * * BONDED T4 U NOTARvUBLIC UNDf WR118RS w1/4i--" Other Electrical Engineering This Instrvmc t Prepared By: Name 7 v► \ SO41.`fa Address 31/ f.1 " S /1 1 A-evr -- S✓ -I.J✓2 FS 33 3 Permit No.' STATE OF COUNTY OF 3. Owner information a. Name and address: b. Amount of bond $ Notary's Commission • THE UNDERSIGNED hereby gives notice that improvement will be made to certain real prope and in accordance with Chapter 713, Florida Statutes, the following information is provided in this y � Notice of Commencement. �. a 1. Description of property: (legal description of property, and street address if available) 3//.14‘a•-• • 3i/.,4,. 9 s c v'�� -04- � . {�2L`S (=L , , �7 3 It a ct 4S 01= v •�� I 3� 3Cf Si-toe SEGO c>�►� A-4 2. General description of improvement: t o /4.-r P46 L 7o oa - Lam' S v� 0/4-/J 13 AA... S `f Lag t cA-'7H L � YO Yh r S4 L, 7 &12:. t-+ 6 9 `t 57 b. Interest in property: ,-S olt L� r 33 13 f; Ow r4- c. Name and address of fee simple titleholder (if other than owner): . 4. Contractor: (name and address) 672t FS. eor4.s-raKc Adra t %Qr` 00A t S. Surety -•tcx -/-� F �- a. Name and address: • •• V . Sworn 2 nd subsc i be. \be o e me is ;lc�� n �.ct .1 1. (► 19 (Signatt of Notary Public) Notary's Name . \ e NOTICE OF COMMENCEMENT 6. Lender: (name and address) �q - s ( o • • w„�,,, notices or otner� documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: tx --- o - - - - -- -- -- ....�• .. (name and address) • ?.?.: For Clerk's Use Only . 0 W u) Tax Folio No. 3o '4U 7. Persons within the State of Florida designated by Owner < W o S • In 8 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) • 9:* Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) (Signature of Owner) Owner's Name 7v Owner's Address // r'L , qt( s Ra PUBLIC'STATE OF" RIM 0111, 7 ' "?N EXt\ N:V 26,1996 BONDED TNRU GENERAL. INS. 0414.1 ALL INFORMATION MUST BE TYPED OR PRINTED 118IBLY TO COMPLY WITH RECORDING REQUIREMENTS. 9/1 segoa_c5 rc 43138 Cr- 0 JOB: BUILDING PLUMBING ELECTRICAL : Inspector's Report: oal •••••,,, • • • • • • • • • • • • • • WORK DONE BY: • • • • : REQUESTED • • • • • • • AD: The following is ready for Inspection: ".••••••■-■_ WILL BE READY / (7 1.4 JOB: AD: BUILDING PLUMBING • • • ELECTRICAL : • • • The following is ready for Inspection: Inspector's Report: • • : WORK DONE BY: REQUESTED • • 77 • • • • • • • • • • • • • • • • • • • • f f ' WILL BE READY • • 4 • • • • • • C BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) Owner's Address Tenant/Lessee Name Miami Shores Village Building Department Permit Type (circle): Building Electrical Plumbing Mechanical Roofing .A.A& A 0 ' VIVA A • tate Job Address (where the work is being done) 3' / ')/1 it — City Miami Shores Village County Miami -Dade Zip 33',V Is Building Historically Designated YES NO v j ontractor's Company Name // / G e / k- Phone r 3 k 53 - er , c it Contractor's Address or t/C /viz le' -- fr - 4 f'9 City A) , A--1 P GI State f- Zip 3 3 / , V Qualifier 0 / f' API' IV Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit I/ ? Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition ['Alteration p� Its ❑Ne ID Repair/Replace ❑ Demolition Describe Work:X 1 tv /Z " F ® v t P 'fr /4-.V r7 I t O N 0 1k1 tl 0-01 of ' 'h-r . * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Mist Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee Permit Fee $ 1 0 Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Fee Totals $ eb 6 , (Continued on opposite side) 9a 3160.0 6-3 -03 -41 3 jsl- (3 Phone # Zip 33)3 Phone # REc E EID JUN 1U0a N.E2 t Square Footage Of Work: e1 3e/ enue 3138 5.2204 Fax: (305) 756.8972 Permit No ? 34& 3 - /3 $ Master Permit N t 1 B c� £ 0 1 Notary $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of My Commission Expires: APPLICATION APPROVED BY: chc6/1 8/03 Owner or Agent Contractor The foregoing ' ' trument was acknowledged before me this ,20_,by day of J'1): _,20 421, by who is personally known to me or who has produced who is personally known to me or who has produced ///g) As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: Zoning Darlene Collazo , Commission If DD218894 • •:: •_ Ex Jun 02, 2007 on ... "1, , „`�� Atlantic Bonding Co., Inc. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency. No. *************** *********************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * s ** Plans Examiner Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 - Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 6. 7. Owners Notification for Roofin • Considerations Re- Roofin • Onl An Re • uired Roof Testing /Calculation Documentation Asphaltic Shingles A,B,D 1,2,4,5,6,7 . _Con creme or Clay Tile A,B,D,k 1.2.3.4.5,6,7 r .• Metal Roofs A,B,D 1,2,3,4,5,6,7 •. Wood Shingles and Shakes A,B,D •:. 1,2,4,5,6,7 • Other As Applicable 1,2,3,4,5,6,7 _ -- 1. Fire Directory Listing Page ce ; " lik ' `Alai N, 2. From Front Notice a of Acceptance: ' III �; ` . Page 4 . , Specific System Descriptio Specific System Limitations .. General Limitations '' ;. \k‘ ' Applicable Detail Drawings a. 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Com • onent Notice of Acce • tances 5. Munici • al Permit A • •lication 6. 7. Owners Notification for Roofin • Considerations Re- Roofin • Onl An Re • uired Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHME RECJt IIRI`` • Master Permit No. Process No. Contractor's Name i tY/ ) VJ Job Address ;// A/ b7 /i� / ❑ Low Slope ❑ Asphaltic Shingles New Roof • • T l � � ~T « • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFOR(ArION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 5& 3P-- Section i3 ( Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and, levels, clearly identify dimensions of elevated pressure zones and location of parapets. • . Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes. 1 �•'+— •-_ _.._.1..� _s «ice * r L. �. «f L� t :_ i -, -1- — • . . .1 .. 7� Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA ") Field: ' oc © Lap, # Rows Q ' oc Perimeter: oc @ Lap, # Rows _ @ ' oc Design Wind Pressures, From RAS 128 or Calculations: Corner. ' oc Lap, #Rows @ ' oc P:naxl: pmar�: p ?. Number of Fasteners Per Insulation _ - —' -- Board Max. Design Pressure, From the Specific NOA System: Field Perimeter Corner System Manufacturer. NOA No.: Deck: Illustrate Components Noted and Type: Details as;Applicable: Gauge/Thickness: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: Strip, Base Flashing, Counter- Flashing, Copes, Etc. Anchor/Base Sheet & No. of Ply(s): Indi Mean Roof Height, Parapet Height, Heightof Base Flashing, Component Material, Anchor /Base Sheet Fastener/Bonding Material: Material , Thickness, Fastener Type, Fastener Spacingor Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: rrurrua mum uode Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Top Insulation Fastener /Bonding Material: SectionC (Low Sloped Roof System) Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: -Iheef(s) & iv G( Ply(s). Ply Sheet Fastener/Bonding Material: Top Pty: Top Ply Fastener/ Bonding Material: Surfacing: • A FT: ':.. :,:: vFT. Parapet Height Mean F. cf Height High Veloci Hurricane Zone Uniform Permit A pI cLUU4 at on Form. Section D Stee Slo•. ed Roof S stem ;oof Slope: 12 . Roof System Manufacturer: 19 v 1t Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7- 4f P2: ZZ-• -/ P3• 2 Z • 21 Maximum Design Pressure From the VOA S • ecific S stem : Method of tile attachment: ` /r�Y� -« y dE �.�DD IJD /T_tl Ridge Ventilation? Deck Type: I Mean Roof Height: (J Insulation: A 7/1 I 10/4 • [ Fire Barrier: Al/4- 57s- /,�/ e ype Underlayment: Stee • Slo.ed Roof S stem Descri•tion Fastener Type & Spacing: Roof Covering: Type & Size Drip dge: • \AdhasivP Type; 4— MLI z f ype Cap Sheet: g As-4,4,444/4 , ,4 /ei 1» •Jam/' Lode Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations :For Moment based tile systems, choose either Method 1 or 2. Compared =for M with the values from Mr. If the M values are greater than or equa the h Mr l to values, for each area of the roof, then the tile attachment method sracceptable. the l - Method 1 "Moment Based Tile Calculations PerRAS 127" x — z-- ) — DI g. f '" — �t NOA 144— Mg: (Ps: Ga, x X ey • ) — Mg: - = , 7 :E21- NOA Mr r- NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M M, Required Moment Resistance' 30' 39.7 40' 42.2 (P: (P2: (P3: Mean Roof Height ) Roof Slope 2:12 •- 111111 A 15' 20' 30.4 6.0 iii.iajimmil aimmu lliali all.11161111111171111111 1111 inimi 26.4 28.0 "�. 29.4 30.5 Broward County Board of Rules and Appeals. *Must be used in conjunction with a list of moment based tile systems endorsed by the For Uplift based tile systems use Method 3. Compared the valus for values for F If the F' values are greater than or equal to the s, rat� each F, values, the area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x w: = )— W: xcos = F x cos _ — F x 1: x 1: x W: = ) — w. 6 x cos _ Fri NOA F' NOA F' NOA F' •c.e.:#•yyt Descri Lion O oA � .; ,Eli EMENIIIIII NOA _—_�� aummum NOA I--_r AVIMIIIIIM O NOA , I= length NO :\ 411 calculations must be submitted t%idth ed to the BUit.tin Ottieiat at the hale of ermit ao tication. Where to Obtain Information S mbol n ^s :en Pressure PI or P2 or P3 ■ RAS 137 Table 1 or by an en R , o find Mean Roof Het 7 - 8 alysis prepared by. PE based el 1. �C:.: Roof Slope H Jab Site — Aerod arc Multiplier Restortn Moment due to Gray' Attachment Resistance Re uired Moment Resistance Minirnum Attachment Resistance R uired U lift Resistance Averatte Tile Weieht Tile Dimensions i • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Vr () 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 5 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ac cordance with the Florida Building Code, Plumbing. S 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 'V \Owner's/Agent's Signature CM:MCIMt.14..p LOCA LS- hTfale3 [CT ION WLd.m # / - /5 Date ontractor' Signature 0J/27/2003 12:42 3056889550 04/21/05 MON 11.94 Fa 954 378 1042 PR • U 'I' C• NTR' . R T C Polyfoam Products, Inc. 2400 Spring- Stucbttor Road Spring ,TX 77383 - 1132 APPROVED: AGIt4 01 • d 9lt l£�Z l l5 '0N /0£ L l ' 1S /0£: 1 1 £00Z ZZ 9 (3111) ORLANDO P0LYP0Ali PRODUCTS, • • • • • /11045000 ilp(1.000:empbcaslnadea aceepnneo moor pagcelme N E MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILO1NC CODE COMPLIANCE OFFICE ME RO-DADP. MAGI-ER BUILDING t40 WEST FLAGLER STREET. SUITE I GO) MIAMI. FLORIDA 37I30-1$03 (705) 315•2901 FAX (30S) 373.2 CONTRACTOR r rcE 4SINc. SIZCrnoN t305)375.112.7 FAX (305) 375.255N CON't'II cron.ENI'ORCL.\Iet+rrDIVISION (305))/S-.7.966 FAX pun 375 -:90.1 PRODUCT CONTROL DIVISION I3on 775 -20W/ FAX Qua) 3Z!M30 Your application for Notice of Acceptance (NOM of Two Component Polyurethane Foam A,dhcsive under Chapter 8 f the Codc ofMiomi -Dade County governing ning the use of Alternate Materials and Types of 'Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (13CCO) under the conditions specified heroin. This I4OA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time From a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner. BCCO may revoke, modify,'or suspend the uac of such product or uIatcriaJ immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails. to meet the requirements of the South Florida Building Code. The expense of such testing will be incuned by the manufacturer. ACCEPTANCE NO.: _OI�ASZ1.�2 EXPYRES: LIs/IOtZOO6 Raul Rodriguez (bier Product Control Division • THIS IS T]IF COVJ RSH i'ET, SFp �en n rr lONAL r.,AMM1� fi aliC ANT EEMBAL CONDITIONS BUILDING CODE & P . OD IN s F V W C • u► Q002 • This application for Product Approval has been reviewed by the BCCO and approved by the Puilding Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. • Francisco J. Quintana. R.A. Director Miami - Dade County Building Code Compliance Wirt Hbf2!/-)3 12:42 dbbiitty57 J 04/21/03 NON 11:54 FAX 984 578 1042 PQLvloam Prodtuct ROOFING ASSEMBLY APPROVAL Catecorv: Roofing Sub - Cat orv Roof Tile Adhesive f+1att ials: Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Mplicant Pulyprog AH160 Foampro€ RTf• 1000 ProPnck® 30 Sc. 100 NIA Strength Tensile Strength water Absorption Moisture Vapor Transmission Dimensional Stability Itialmiour NIA N/A 22 Typical Physical Properties: Density ASTM D 1622 Compressive ASTM 0 1 621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D2126 d 91L1617Z11.9 "ON/OS: tl 'ISM; l4 6002 LZ S (3(11) UPCLHIYUU P0I4POAX PRODUCTS.INC. ACCEPTANCE No. 01- 0521.02 • Approval Date: Ju a 14, ;101 Expiration Qnic: 00 y 0 6 . 1. SCOPL This approves Polypro0 All 160 as manufacture?! by Pelyfoam Products, Inc. as. • described in .Section 2 of this Notice of Acceptance. For the 1ccationstwhere the design pressure requirements, as determined by applicalke building code, does not exceed the design pressure values obtained by calculations is compliance with 12ooftog Application Standard l2AS 127., for use with approved fiat, low; and high profile roof tiles system using • Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based systcrn for double patty systems Teat 5]teciGcatim PA 101 Product DkcrJwjan . Two component polyurethane . Dispensing Equipment Dispensing Equipment 2.1 Componenttt or products manufactured by others: Any Miami - Dade Couniy Product Control Accepted RoofTilc AFeen bly having a current NOA which list uplift resistance values with the use of Polypro AFI t60 roof tilt adhcsivc. Its 1.6 IbsJtt' .18 P51.0arallel to rise I? PS1:Psrpsndfeutar to rise 28' PSI Parallel to rise 0.08 LbsfFt 3.1 Pcr n / Inch +0.07'.4 Volurn Change et - 40a F.. weeks +6.0% Vohunc Chan f'tumidity.2 weeks h c Frank Zutba, RRC Product C9ntr01 Examiner MVL VJ( VJ lit 603 - U3/ L!/ LYJl1.i 1L: 4L .3r17bt:10707C1 04/21/03 YON 11:65 FAX 954 678 1042 £ d 9 LL l£bZ l t9 'ON /0£: L I 13/ 1.£: 1.1. £OOZ LZ c (3(11) • r , 3 UI[LHI ILU POLYFOAM FRODUGTS.INC. • 4. • Pvlrft�;t�i� PryductZ, inc. ACCEPTANCE No. • 81..0521.02 Note: The physical properties listed above are p values resented spa typical average as determined by . accepted ASTM test methods and are subject to normal manufacturing variation. . 3, LIMITATIONS 3.1 Fire classification is not part of ii is acceptance. Refer to the Prepared Roof Tile A.rrornbly for tiro rating, . 3.2 Polypro® AR160 shall solely be uscd.with AM, low, & high tile profiles. 3.3 Minimum undcrlayments shall pc in compliance with the Roofing Application Standard RAS 120. . 3.4 Roof Tile manufactures acquiring acceptance for the use or Polypro® AI roof tile adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AEU 60 roof tile adhesive with their tite ais�emblies shall test in accordance with PA 101 and with section 10.4 as modified herein. w .F'— 2 44 INSTALLATION . . 4.1 Polypro® AH160•may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AI -I160. 4.2 Polypro® AH160 shall be applied in Compliance with the Component Application section and the corresponding Placement Details noted herein, • The roof tile assembly's adhesive.attachmcnt with the use oiPolypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to poet or exceod ihn uplift resistance determined In compllahcc with Miami -bade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tie assembly NOA . . 4.3 Polypro® AH160 roof tile adhesive and its components shah be installed in aeoordanoo with Moon% r1ppliaa►1on 3tnriifaid RA3 120 and t ; olyeb .m Products, lac. Polypro® AH160 Operating Instruction and Maintenance Boal let. . 4.4 Installation must be by a Factory Trained 'Qualified Applicatoe.approved and licensed by Polyfoam Products, Inc. Polyfoant Products Inc, shall supply a list of approved applicators to the authority having}urisdicion. 4.5 Calibration of the Foampro® dispensing equipment is required fcrorc application of any adhesive. The mix ratio between the "A" component and the "6" component shall be maintained between 1.0 -1.15 (A) : 1.0 (,B). The dispense timer shall be set to deliver 0.0175 to 0.,15 pounds per tile as determined at calibration, No other settings shall be approved. • 4.6 Polypro® AI4160 shall be applied with Fo4mpro ItT1 or ProPack® 30 & 100 dispensing equipment only. , 4.7 Polypro® A14160 shall not he exposed permanently to swill 1 X004 Fronk Zuloaga_ RRC Product Control Exantinar Table • I: Adhesive Placement For Each Cener'ic Tile Profile .. TilePralilc • • 1'i. etmo.►e Detail SME1o. Paddy Weight , Miu. (grams) :Two PnJdy Weight per paddy Min. ( ra ms) flat. Low, High Profiles #1 3,5 N/A High Profile ( Piece Barrel) # 1 � i 17 /side on cap and 34 /pan NI lle , flat, Loyv, Hirth Profiles _ #2 - 24 N/A Fiat, Low HI _ h Prof s in ! g .un/ L // •Lbb:i 12:42 :i16btied=16 04/21/03 ICON 11:5S F 1 954 578 3.042 Pelvfa nm Products. Tne. ti d 9lL1.£bZlkS '0N /0£: l l '1S /Z£: i t SON LZ 5 (3f1L) UKLHNUU POLYFOAU( PRODtTCTS, INC. 1' i. : 4 ACCEPTANCE No. ; 01.- 0521.02 4.g Tiles must be adhered in freshly applied 4c1 hesive. Tile must beset within 3 to 3 minutes after Polypro® AH160 has bccn;dispensed. 4.9 Polypro® AH 1 60 placement and mi,timuirl patty weight shall be in accordance with the 'Placement Details' herein, Each gothic tile profile requires the specific placement noted herein. 5. LABELING , All Polypro® Ali160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS . 6.1 As required by the Building Official or applicable Builcl ng Code in order to properly evaluate the installation of this system. Crank Zuloaga. RRC Product. Control EMIElmincr rkka= tQ r CJ ooS woad V... • . L•T JV JV VV JJJU U4(21/03 NUB 11:55 FAX *64 570 1042 Polvfoam rroduCKs Inc. d 91L18tatl5'ON /0E.11'1S /Z£.11 SOOZ LZ S (3f11) POLYTOAM M.ODUCT$ INC t ACCEPTANCE No.: 01-0521.02 ADHESIVE PljAci:nviwrrr OCTAI 1 SINCLF PATTY Nal;11hrown aptloawl ilnderkpmi r * mem qt. Kr+q)0441u 9 OL Ihvf for muhrMr 1) Nipaoughatnbrtoullow1 /h29 9pofr asuri Yrlra is coma rim Aerial Ns yb� 01du1ap�le�iN • ZTrnl our' IOU a NWM*rgw1#L. • T►116FtesUaler841810Ca Ut T1w Nag Ike a. 5 ur L I' UU • Frank Zulonga, RRC Product Control Examincr rP,ut YJb/ CJ gi 000 unrztIbbd 1'L:41 JU3bdtVi3O7 P P 9 d 9 l L ls 6 G 9 'ON /OE: L i '!9 /ZE: G l 900Z la 9 (301) UrcLHNLU 04/21/03 YON 11:64 FAX 954 678 1042 POLYFOI PRODUCPS.INC. • ADHESIVE PLACEMENT DCTAIL 2 SINdLE PATTY • ACCEP'T No. I 014521.02 6 Frank Zulnags. RRC Product Control Examiner 1 , S,IL u , 1 ..r 1-6007 LV VJ 1G. YG JG:J0007:J:JU 81/21/0a t(ON 11:66 'FAX -954 578 1042 • POLITOO . PR0DUCTS.INC. Potyfonrn products, nc. t d KU M!. tt '18/££: tt £00Z ZZ 9 (3f11) UKLHINJJU I ADHESIVE PLACEMENT DETAIL 3 DOUDL PhITTY ll - Ilgh ylleile a menl e'lin. t 7 (n, Sinpte pay aul uncnitaymtat 7 ACCEPTANCE No.: 01- U521..02 Nailthvancpplaniccament Undulayment 1 } In.z3In. Si r ng3a 4 to. paddlr on umiak. laymen !N 4P.; R1 tre*TY O tin Claws co Iop or Ws � ... t In. ON-medium Ent Gawk a pay • Staple paddy : Fuda on top of III ww•liwia Ern Coma ern eittture tk(p �9Q Crank Zuloaja. RAC! Product 'Control Examiner I•'A(ah el6/ by Single paddy under dl. Sin:Is paddy ba(wecat l9e 2 M r7ia moicam riza paddy a►an ca rse ditty 1 008 rJI c t rzti 1 L: 4L �b�btitiy55b • UXLANUU n4)21/03 YON 1 P 64 578. 1042 POLYFOA3I PRODUCTS, INC. Ilr i ' f'olyrolm 1'rocjycts Inc. ACCEPTAN No.: 01- gs7 1.02 1_ Renewal of Ns Acceptance (opproval) shall be considered alter a renewal application has been filod and the original submitted documents, including tcst•supporti,t dnttt, cnginucring dooumcars arc, no older than eight (lc) years. 2, Any and all approved products shall be permanently labeled with tlx: ntaitu(acturer's nun; city, state, and the. following statement: "Miatlth -Dade Candy Product Control Approval ", or as specifically stated in the specific conditions of this AceLvtancc. 3. Renewals of Acccptanc a will not be considered if: a. The- has hit n a change in tile South .hlorida Quilding Cod* ;tfkbocirtg the evaluation of this . product and the product is not in compliiance with the coda changes. b. The product is no longer the same product (identical) as the one Originally approvtxl. c. If the Acceptance holder has not complied with ali the rtxiuirerments of this acci.'ptance, the including the correct installation of product. d. The engineer who originally prepares}, eigwd and aft.led the required documentation initially submitted. is no longer practicing the engineering profession, 4. Any revision or change in the materials, use., end(cr manuracturc of tlw product or process shall automatically be cause .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision' application with appropriate, for_) aqd granted by this office. 5. Any of the following ahail Also be grounds for romoval of this Acceptano,; : a. Unsatisfactory performance of this product or proems. b. Misuse of this Acceptance ns 1n endorsement of any product, for sales. advertising or any other purposes, 6. The Notice of Acceptance wmbcr preceded by the words Miami -Dade County, Florida, and followed by the expiration dew may be displayed in advertising literature. If any portion of the Notice of Acccplance is displayed, then it shall bet done iq its lxttirety, 7. A copy of this Arcecptancc as well as op prov+cd!drswwings and other documents, whcre k applies, si }all be provided to the user by rile mantrficturer or its distributors and !hall be available for inspection at the job site at elf time. Tits engineer nccd not reseal the copies. 8. Failure to comply with any section of thie Acceptance shall be cause for termination and ramov J of Acceptance, 9_ This Notioo of Aaaeptance consists °E pogcs 1 through 8, 8 d i l l l£bZ l l 5 TN/08:1,1. U/Sr l l £00Z 1Z 5 (3P1) END OF TI•IIS ACCEPTANCE • :5 Front: Zuloag t. RAC Product Control E:camincr PAGE 09/09 1009 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date t For Inspector: t I t C1 Approved Correction Re- Insp'n Fee Time Name & Date Type Insp'n I' \ T `� ( ofoci Permit No. J P 03 I Oa3 Name 6r l Address 3) I -- 1 ■"C q4 cs� Compan 0u� Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B}tilding,Inspection Request • Date �`L Time n �y Type Insp'n C`'�-�l Permit No. e o o/y be � � v � Name Iul� n l �1C Address Company 0(1 Phone # For Inspector:111IC1 Approved Correction Re- Insp'n Fee Name & Date `1^ MIAMI SHORES VILLAGE / k 5\SS BUILDING DEPARTMENT 1 305- 795 -2204 Building Inspection Request Date o1. Type Insp'n PC X!) I I Permit No.P O 1 Phone # Inspection Date Approved Correction Re- Insp'n Fee Name Sc (L-1l 1 Address { C Company �44 Address C Companv 1 v f C I Phone # Inspection Date � I MIAMI SHORES VILLAGE BUILDING DEPARTMENT • 305- 795 -2204 Building Inspection Request Date Ialtb Type Insp'n Tea _ Permit No. .. +' 3 Name Approved Correction Re- Insp'n Fee No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 41-45 91 -95 6 -10 26 -30 46 -55 • :, 96 -100 11 -15 31 -35 56 -60 81 -85 101 -110 16 -20 36-40 65 -70 86 -90 111 -200 1ng Building Solutions For The Construction Industry r — ineering & suiting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate No.02- 0501.06 PROPERTY ADDRESS: 311 N.E. 94 Street OWNER: Tom Slayer CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 CONTRACTOR: All In One Property Services, Inc. ROOFING SQUARES: 5 CONTACT PERSON: Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: Voice: 305.256.4550 TILE TYPE: Santa Fe — Spanish S Existing Roof Front Test Tabulation FAILED I THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI - DADE COUNTY PA106. "ROOF SKETCH" New Addition New Addition 3 PERMIT No: PCA No: ROOF PITCH: 3:12 INSPECTION DATE: TEST DATE: 12/12/03 JOB NUMBER: 1 2 North ► Lab Report No. 031 Required Testing Force: 35 Ibs floridatec.net Fax: 305- 256 -1995 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 08/29/2002 job Address 311 N.E. 94 Street owner/Lessee/Tenant Tom Salyer State # RC0058627 Municipal # WORK DESCRIPTION area. L endent Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT 60 • RADON si(1(y Date W7al, Date 1 MARYLOU HERNANDEZ .: 'q ; = MY COMMISSION # DD 060579 '�. ... EXPIRES: October 10, 2005 ,Ro Bonded Thru Notary Public Underwriters Tax Folio Legal Description Historically Designated: Yes No Qualifier Carlos Arocho SS# Phone (305) 751 -0382 o Add . 311 N.E. 94 Street Miami Shores, Florida 3313 phone (305) 757 -4557 Contracting Co Quality Roofing Contractor, Inc. 13800 N.W. 1st Ave. C.C.F. , v NOTARY Master Permit # C # 000017889 Ins. Co. c2a2 )5/0 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Repair leak at S.E. end of valley of tile roof. Repair leak at flashing over garage Square Ft. Repair Estimated Cost (value) $900.00 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do wodc and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfnmmri to midtthe steadaodsaf all lams regulating oa'astmatiaa is this is riaditctian. I understate that. separate ?emirs are revived. fat ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. rbp/w- Signature of Contractor or Own -Builder Date er- Builder / Date Notary as to C . tractor or My Commission Expires: BOND TOTAL DUE e ll 0 •FAY °i%' . MARYLOU HERNANDEZ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 t pF to Bonded Thru Notary Public Underwriters r = APPROVED: Zoning Building Mechanical Plumbing Structural Engineer / ! 52-2— Electrical 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: Job Address: 1Quality RoofingContractor, Inc. 311 N.E. 94 Street ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (ft.') , n / a Section A (General Information) Process No. Roof Category ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Other:, Repair Roof Type ❑ New Roof ❑ Re- Roofing ❑ Recovering d Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft.') n/a Section B (Roof Plan) _ Total (ft.') _Repair 1 Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width a'): Corner Size (a' x a'): ■■■ m>t■ I■■ m11■■■■■■■ lIM■ nm■■lt■■■11■■/n■1•■WM111n■■■■11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■■■■■■11■■■ ■■■■■■■■■■■■ ■■■■■■■■■ ■■■ ■■■■ 1111■ ■ ■ ■ ■MINU■■■MINI ■■■■■■ ■■ ■■■■■■■■■■■■■ 1111 ■ ■ ■ ■ ■11 ■ ■ ■ ■11 \■i■■ ■■■■■ ■■■■■■ ■■■■1111■■■■■■■■■■■■■■ ■1►■■■■■■■■ ■■■■■■■■■■■■ 11 ■I■■■11■■■■■M11 ■■■■■■■■■ ■■11■ ■11■ ■1111■■M%■i ■■ ■ ■ ■■ 1111 1111 ■ ■M ■ ■ ■ ■ ■1111�� ■ ■ ■ ■ ■ ■ ■■ 1111■■ 1111■■■ ■ ■M ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■��■■ ■■■■■■■ ■ ■1111 ■ ■11■■■■ ■11■■\ ■■11■■ ■■■■ ■■■M■ 1111■■ ■ ■ ■ ■ ■■ ■1111■ ■■■, +,A■1111 ■■1111■ ■■■■■■■■■■■■ 11■■■►■■■■■■■■■■■1111■■■■ ■■ ■ ■M11■ ■ ■ ■ ■■MOI■11MIM ■■■■■ ■■■■■ ■ ■■■■■ ■11 ■ ■M ■\ ■ ■ ■ ■11■ ■ ■ ■ ■ ■■ ■ ■■■■ ■■■■IMAM% ■ ■\■■■I■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■■►1�:. ■\ 1111■■■►.^ ■ ■Li ■ ■ ■r \11� ■ ■ ■ ■► \ ■ ■ ► ■ ■I ■ ■ ■ ■ ■ ■■ ••■ ■■■ ■ ••••■11 ■•••••111 ■■ ■111112.1 \■1 ■l�\ ■■■111111 ■ ■ ■■■■\\ ■ ■ \UI■■11■■■■ ■■■■■■ ■■ ■1111 ■11■ ■11■■ ■■ ■■ ■■■■■ ORMI ■:7 ■GL2i ■ ■ ■■■■ ■ ■► ■1111■■■■■■■ 1111 ■■■■■ ■■■■■11 ■ ■ ■ ■ ■ ■■ ■■■■■■■■■ MIS EINMENII■■ ■■■■■ ■■■■\ ■11■■■■■■■ ■■ ■■■ ■ ■ ■ ■ ■■■11 ■■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ Iii;'.■ ■ ■■■■■ ■1111■■ ■ ■■ \111 ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■M■ ■ ■ ■ ■ ■ ■11 ■ ■■ ■■■ ■11 ■ ■ ■ ■ ■ ■ ■■ 1111 ■ ■L ■►�� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■!I ■111111■■■ ■■■■■■■■■■■■ 11■■■■■■■■\■■■■■■■■ ■■■ ■ ■■1ii■■■ ■ ■■■■11■■■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■■■■11 ■ ■11■ ■11E1MM1111■ ■t ■ ■ ■■ ■1111■11■ ■ ■■ ■1111 ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■11■ ■■■■■■■■■■■■ 11■■■■■ I\■■■\■ ■■■■■■■M11 ■ ■11M ■ ■ ■ ■■ ■11■■■■■ ■ ■ ■■■ ■1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■11Wrd11511 ■ ■■\I■■■ ■■MINI■ ■11■■■■ ■■■■■■■ ■■11M■■■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11■ 112■■ /I■ \1 ■■ ■■ \ \■■■■■■ ■ ■ ■■11■■ ■ ■ ■ ■ ■■ ■■■■■Ill■■■■■■■ ■■■ ■■■■■ 1111■■ 11■■ 11■■■■■■■■■ 11■■■ 11■■■■ ■■11 ■11■■c?�■■■ ■11I91l��' ■■■■■■■ ■■■■■■ ■■■■■■1151■■■►A■■■IM■■■IM■■VIM :!1■■ECII MINIM■ri ■■■ ■ ■■ ■■■ ■■■■■■■■■■■ ■1211■■I.I■■■■► ■■■■ 2111■ ■111■■■■■■IS2111 i,A ■■■■11■■11■■■■■ ■■■■■■■ ■■■■■u■■■■■■■■■■a■■ ■ni■■■■omme■ all, wa■M ■ss■■■pr ■■■■■ ■■■■■■■■■■■■ n■■ ri ■■■■■■■■■ ■■i1■■■rdwiralimsi M1umulill ■■r sam■■11■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■I■ ■ ■ ■ ■ ■■ ■ \1■ 1111■■■ 1: Ir] r ■M(�!D'L�ir'.NfiJt1 ■[l ■t ■ ■ ■ ■ ■ ■■ ■■■■■■■ ■ ■ ■ ■ ■11■ %■ ■■ ■ ■ ■ ■11191!MI■■ ■ ■ ■ ■■ ■■ ■10∎1 ■11 ■ ■ \h Sitl■■■■■■■■■■ 1111 ■■■ ■M■ ■ ■ ■■ 1151■ ■ ■ ■■■■PIKI 1{ ►\I ■ ■■ ■ ■■■ ■■■■■■ICMi lliM7■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■M ■ ■ ■ ■■ ■ ■ ■1tY1t 11111 11■■■■ ■■■■ /lITICIEVA ■■11(G ■r ■I■■ ■■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1L'v■ ■ ■ ■ ■ ■ ■ ■ ■MIV M■■■■ ■11■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1151■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�!■I'JM ■1111■■■ ■■■■■■■■■■■■■■ M■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■L'0 ■4 "r�■ ■1111■ 1111 ■ ■ ■ ■M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111 ■ ■M■ 1111 ■ ■ ■ ■ ■■ 1111 ■ ■M ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■lM`�,'.'M ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■■■■ ■ ■■ ■1111 ■ ■■M ■ ■ ■■ ■1111■ ■ ■ ■:'?SIIIM ■fit Page 2 http: / /www.co.miami- dade.fl.us/ bldg /roofing permiting /permit_app_section a.HTML 9/10/2002 Own er's Notification for Roofing Permits issued under the Florida Building Code AAIAMJ -DADE COUNTY BUJLDJNG DEPARTMENT ELECTRONIC APPLJCATJON Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, 'Building govern The minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement behveen the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to._ workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a za%\ code, should be addressed as pact of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ti 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. U" 4. Exposed Ceittings*. Exposed, open beam cetititings are where the underside of the roof deckting can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident unttiti the ocigtinal mating system tis removed. Pandting candtittions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 47 7. Ventffatron: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneftctial to consider addtittioaati wentting %shtick% can result tin extendting the service titife of the roof. Owner'stAgent's Signature Hate Contractor's Signature Page 1 of 1 http: / /www.co.miami- dade. fl. us / bldg /roofing permiting /owner_notification.html 8/26/2002 t l S e c u r i t e n h a n c e d d o c u m e n t . S e, back or details. n QUALITYROOFING CONTRACTOR, INC. 13800 N. W. 1ST AVENUE MIAMI, FL 33168 -4849 PAY TO THE ORDER OF Bank of America, ACH R/T 083100277 �'� T « soN" FOR 41)1.--f M 64 -c "- 11 L76700 1:06300004 ?1: 00 1S9S300 246o' 17670 63-4/630 Fl $ 6sa_c2.O OLLARS l Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 9/12/2002 Q Applicant: KATHLEEN SALYER Owner: SALYER KATHLEEN JOB ADDRESS: 311 NE 94 ST Building Permit Permit Number: BP2002 -1578 Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 -0382 Parcel # 1132060136100 Permit Status: Approved Permit Expiration: 3/11/2003 Construction Value: $900.00 Work: REPAIR LEKA AT S.E END OF OF VALLEY OF TILE ROOF. REPAIR LEAK AT FLASHING OVER GARAGE Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 10 & 11 BLK 45 Fees: Description Amount FEE2002 -5101 Building Permit Application Fee $60.00 FEE2002 -5102 CCF $0.60 Total Fees: $60.60 Total Fees: $60.60 Total Receipts:. $0.00 If there t o permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection , which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization., A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: � (Contractor or Builder) BY: eW,ayed gut44/ Manufacturers of Engineered Roof Trusses 9500 N.W. 79th Ave. - Hialeah Gardens, FI. 33016 117 R110 MI MI/A Mil 822- 0020/21 BUILDER'S NAME ORONI CONSTRUCTION OWNER SALYER- RESIDENCE SITE 311 NORTHEAST 94Th. STREET LEGAL MIAMI SHORES, FLORIDA Job 7173 Truss HG5 Truss Type HIP Qty 1 Ply 1 ORONI . Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 08:21:17 2003 Page 1 -1 -4 -0 5 -0 -0 8 -7 -0 12 -2 -0 17 -2 -0 18 -6 -0 1 -4 -0 5 -0 -0 3 -7 -0 3-7 -0 5 -0 -0 1 -4 -0 Scale = 1:34.5 3.37 12 4x7 = 1x4 I I 4x7 = 3 4 5 ppm iMII 2 =III d 1 L Mil 6 I C I‘3 10-7,01 ►z. 3.5x5 = 11 10 9 8 3.5x5 1x4 II 3x8 = 3x4 = 1x4 11 5 -1 -12 I 8 -7 -0 I 12 -0 -4 I 17 -2 -0 0 = 5 -1 -12 3 -5-4 3 -5 -4 5 -1 -12 Plate Offsets (X,Y): [3:0-5-4,0-2-0], [5:0-5-4,0-2-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 CSI TC 0.93 BC 0.83 WB 0.27 DEFL in (loc) I /defl Vert(LL) 0.34 10 >578 Vert(TL) -0.40 10 >491 Horz(TL) 0.10 6 n/a 1st LC LL Min I/defl = 360 PLATES GRIP M1120 249/190 Weight: 72 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -2 -5 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3 -9 -14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1607/0 -8 -0, 6= 1607/0 -8 -0 C Max Uplift2=- 1285(load case 2), 6=- 1285(load case 2) Firs 2t 11, 2 3=-3855! 3 -4= -4424, 4-5=-4424, 5 -6= -3855, 6 -7 =11 J :Or13 TOP CHORD BOT CHORD 2 -11 =3664, 10 -11 =3705, 9 -10 =3705, 8 -9 =3705, 6 -8 =3664 ,, WEBS 3 -11 =425, 5 -8 =425, 4 -10= -504, 3 -10 =781, 5 -10 =781 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL =5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent.water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1285 Ib uplift at joint 2 and 1285 Ib uplift at joint 6. 5) Girder carries hip end with 5 -0 -0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 320.81b down and 213.0Ib up at 12 -2 -0, and 320.81b down and 213.0Ib up at 5 -0 -0 on bottom chord. Design for unspecified connection(s) is delegated to • the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -5 =- 142.5, 5 -7= -90.0, 2 -11= -20.0, 8 -11= -31.7, 6 -8= -20.0 Concentrated Loads (Ib) Vert: 11= -320.8 8= -320.8 Job 7173 Truss H7 Truss Type HIP Qty 1 Ply 1 ORONI Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 08:21:15 2003 Page 1 -1 -4 -0 3 -9 -13 7 -0 -0 1 10 -2 -0 13 -4 -3 I 17 -2 -0 18 -6 -0 1 I I 1 1 -4 -0 3 -9 -13 3 -2 -3 3 -2 -0 3 -2 -3 3 -9 -13 1 -4 -0 Scale = 1:34. 4x12 = 4x4 = 3.371 4 5 1.5x4 1.5x4 C �= 3 6 0? R 2 7 N 8 N = 11 10 9 3x4 3x4 = 3x4 = 3x4 = 3x8 = 7 -1 -12 1 10 -0 -4 1 17 -2 -0 7 -1 -12 2 -10 -8 7 -1 -12 Plate Offsets (X,Y): [4:0- 6- 0,0 -1 -13] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.12 11 >999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.53 Vert(TL) -0.16 9 -11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I /defl = 360 Weight: 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -11 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -7 -13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1058/0 -8 -0, 7= 1058/0 -8 -0 Max Uplift2=- 744(load case 2), 7=- 744(load case 2) ....::,-.'..--- FORCES (Ib) - First Load Case Only `\ DO� J TOP CHORD 1 -2 =11, 2 -3= -2119, 3 -4= -1783, 4 -5= -1729, 5 -6= -1783, 6 -7= -2119, 7-8 =11 c) BOT CHORD 2 -11 =2002, 10 -11 =1729, 9 -10 =1729, 7 -9 =2002 WEBS 4 -11 =186, 5 -9 =186, 3 -11= -299, 4 -9 =0, 6 -9= -299 ,� NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; occupancy category 11; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 Ib uplift at joint 2 and 744 Ib uplift at joint 7. LOAD CASE(S) Standard r Job 7173 Truss T1 Truss Type COMMON Qty 4 Ply 1 ORONI Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 08:21:21 2003 Page 1 -1 -4 -0 4 -7 -5 8 -7 -0 12 -6 -11 17 -2 -0 18 -6 -0 1 -4 -0 4 -7 -5 3 -11 -11 3 -11 -11 4 -7 -5 1 -4 -0 Scale = 1:33.8 4x4 = 3.371 4 1.5x4 -I:: �.5x4 3 5 2 6 Is-M1 9 8 3x4 = 3x4 = 3x8 = 3x4 = 8 -7 -0 17 -2 -0 8 -7 -0 8 -7 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.12 9 >999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(TL) -0.20 6 -9 >990 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I /defl = 360 Weight: 72 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -11 -3 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -5 -12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 1058/0 -8 -0, 2= 1058/0 -8 -0 Max Uplift6=- 744(load case 2), 2=- 744(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =11, 2 -3= -2035, 3 -4= -1537, 4 -5= -1537, 5 -6= -2035, 6 -7 =11 % BOT CHORD 2 -9 =1930, 8 -9= 1930, 6-8 =1930 / �,( WEBS 3- 9 = -472, 4 -9 =450, 5 -9= -472 ,, P. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 744 Ib uplift at joint 6 and 744 Ib uplift at joint 2. LOAD CASE(S) Standard Job 7173 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss J1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb /size) 3 =- 57/0 -4 -0, 2= 273/0 -8 -0, 4= 9/0 -4 -0 Max Horz 2= 77(load case 2) Max Uplift3=- 57(load case 1), 2=- 435(load case 2) Max Grav3= 143(load case 2), 2= 273(load case 1), 4= 9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =23, 2 -3 = -55 BOT CHORD 2 -4 =0 LOAD CASE(S) Standard Truss Type JACK SPACING 2 -0 -0 Plates Increase 1.33 Lumber lncrease 1.33 Rep Stress lncr YES Code FBC2001 -1 -4 -0 1 -4 -0 CSI TC 0.32 BC 0.00 WB 0.00 (Matrix) Qty 4 BRACING TOP CHORD BOT CHORD Ply 1 ORONI Job Reference (optional) 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 2003 Page 1 1 -0 -0 1 -0 -0 1 -0 -0 2x4 = 1 -0 -0 DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) 0.04 1 >473 Horz(TL) 0.00 3 n/a 1st LC LL Min I/defl = 360 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 3 and 435 Ib uplift at joint 2. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. PLATES M 1120 Weight: 5 Ib L"—fr cc\o \-`' GRIP Scale = 1:4.7 249/190 Sheathed or 1 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. Job 7173 Truss J3 Truss Type JACK Qty 4 Ply 1 ORONI Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 08:21:19 2003 Page 1 -1 -4 -0 3 -0 -0 1 -4 -0 3 -0 -0 3 Scale = 1:7.4 3.37 12 N f7 2 3 -0 -0 2x4 = 3 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.09 1 >213 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 63/0 -4 -0, 2= 338/0 -8 -0, 4= 25/0 -4-0 Max Horz 2= 122(load case 2) Max Uplift3=- 15(load case 2), 2=- 432(load case 2) FORCES (Ib) - First Load Case Only oj�� TOP CHORD 1 -2 =23, 2 -3 = -56 .‘ A t, BOT CHORD 2 -4 =0 �� NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 3 and 432 Ib uplift at joint 2. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job 7173 Truss J5 Truss Type JACK Qty 5 Ply 1 ORONI Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 08:21:20 2003 Page 1 -1 -4 -0 5 -0 -0 1 -4 -0 5 -0-0 S5a1e = 1 10.8 3.371 6114. KO 2 2x4 = 5 -0 -0 5 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.05 1 >407 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3= 175/0 -4 -0, 2=425/0-8-0, 4= 45/0 -4 -0 Max Horz 2= 170(Ioad case 2) Max Uplift3=- 138(load case 2), 2=- •449(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =23, 2-3=42 BOT CHORD 2 -4 =0 �p NOTES �� 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category 11; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint 3 and 449 Ib uplift at joint 2. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job 7173 Truss CJ5 Truss Type MONO TRUSS Qty 2 Ply 1 ORONI Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Jul 29 08:21:13 2003 Page 1 - 1 -10 -10 1 3 -8 -13 1 6 -10 -12 7 -12 1 1 -10 -10 3 -8 -13 2.40 12 3 1x4 11 9 3x4 — 3 -1 -15 4 - Scale 1.5x4 0 -2 -0 I I 5 = 1:15.6 4' o 7 6 10.--41 -, 1x4 II 2.5x4 = 3x5 = 1 3 -8 -13 1 6 -10 -12 7 -12 3 -8 -13 3 -1 -15 0 -2 -0 Plate Offsets (X,Y): [1:0- 2- 4,0 -0 -81 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 CSI TC 0.50 BC 0.35 WB 0.11 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.02 6 -7 >999 Vert(TL) 0.30 1 >89 Horz(TL) 0.00 6 n/a 1st LC LL Mini/clef] = 360 PLATES GRIP M1120 249/190 Weight: 34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 4 -6 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 416/0 -8 -0, 6= 363/0 -4 -0 ,�� Max Horz 2= 48(load case 2) Max Uplift2=- 608(load case 2), 6=- 225(load case 2) ,��c�CJ FORCES (Ib) - First Load Case Only TOP CHORD 1 -9 =19, 2 -9 =19, 2 -3= -501, 3 -4 =6, 4 -5 =0, 4 -6 = -28 BOT CHORD 2 -7 =464, 6 -7 =464 WEBS 3 -7 =370, 3- 6 = -483 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 608 Ib uplift at joint 2 and 225 Ib uplift at joint 6. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -9= -90.0 Trapezoidal Loads (plf) Vert: 2=- 8.9 -to -6= -181.2 GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X1- 2X6 2X4 2X6 No2N0 19 SP 2 3 -10 -11 2- 6 - 3 1 -2 -9 No.2 19 SP 2-9 -15 4 -0 -11 2 -10 -© 1-4-11 No.20 19 SP 3-'0 -2 4 -4 -7 3 -Q -Q 4 -8 -12 No.1ND 19 SP 3 -0 -2 4 -5 -6 3 -0 1 - 11 No,1 19 SP : -• 1 -11 1-7-15 3 - 0-0 4 1-9-13 No.1D 19 SP 3 -3-0 1-9-10 3- l 8 4 NOSS ,9 SP 3 - 2 - 4 5 -0 -Q -Q -o A- 9 - SS 19 SP 3 -3 -0 5 -1 -5 . 3-- 4 -IQ -I5 OSS 19 SP - - 3 - II 5 - 2 - 6 3 -2 -15 4 -11 -15 OVERHANG' LOADING L (PSF) - FOP 30 15 BOTTOM 0 j0 SPACING: 21 lnc�i 0.C. VAXI V OVERHANG WITHOUT RETURN MINIMUM GRADE OF LUMBER T.C. 2X4 No:2ND 19 SP B.C. 2X1 No:2ND 19 SP Webs 2X4 No.3 19 SP DEFL.< LJ2go TPI -95 Cr1t. 5 F.15.C 95 STR, INCR. 1 33 X DRAWN BY U.A. CHECKED BY ; JAI REP. STRESS: YES UM OVERHANGS, p • OPTIONAL RETURN 3x4 0 0 0 0 1 M1Tek Industries Inc. LEDGER BOLTED TO THE TIE BEAM (BY BLDR) (MA'( 1E OMITTED FOR O.N. 1 2 .q") OVERHANG WITH RETURN (ASCU. -7 /93 , 110 MP14 WING @ (5 CAT C Ph ?TOPCI-). PCADL, 33/. P PREPARED ur MLA.M1 Approved for M "'� uslrles REV .4(30`% JAI (f ` 'bf. REV 10 /13/96 J ai (x. .) 0; 1 ; 1 TOP CIIOrr0 COIIIIEC T 1011: 5'3' JACKS - 2.0 NAILS 3'3' 8 1'0' JACKS - 2.0 �OTTO41 CHCI'.J CO'4'4_I:T;0n4: 2.3 -0 It.:: L _ -- — - - -- 12 P - 2.5 I I :,:Y.'. P - le J• _ 3X 1 MINlt•IUr1 GRADS 01= LUIIDER •T.C. 2X1 $Jo.2 19 SP D.C. 2X1 1162 '19 SP l./el), 2X1 No.3 19 SP L OAOI IIG IPSr l L 0 TOP 30 15 DOTIOH 0 10 SPAC l I1G . 21' 0.C. COMMON JACKS REACTION - SIZE. 1 - "SU :5 - -129 I. - 1.5 P (-- 5 -5 - 6 SIR. 11C11. I 33 i 0!2AL'I or , '1 /111 CHECICO UY : JAI PCP. SIRE S'S: Ill) 1P1-(22 CrII. SSDC -91 i' 0" CORNER SE 1 'J. 9 -10 3X CONNER JACK ll C= 1111 ?l' IriJuSlrles Inc. L) — I u) OPTIONAL VERT. CORIILit JAC C0I•ihlOII JAI:I_ I T EP) _...� T PARTIAL FMOr LAYOU M ‘/\. -- DOUBLE Dr� ._L CUT > AT THE I :IID) OF TOP AND DOT T 011 CI 10:',03. 3 2 7.X.3 IiNc. TICS OPSIO+ Itt; ! EN U@U: -J .'7111 1 70 it'II v1 L0*0. t-'ALL Il?I'i4I 10 I:r Iax. rRovioc ICn u'_IF1 1.1 BE4R111. %N.L C(Y %:::/I S . 150 l_S A l COrL'MI JACLS L : + i. ^_S — 1, IG L) NAIL:, 1.1 ce ?u;.` . tia. 13656 I /, is �,11;�rot�rlJ f�l: � uti inc. SUFFORnN TR SSES VALLEY' TRUSSES - OADINC L (PSF) TOP 30 • f 5 . :30TTOM 0 10 SPACING: 2.4 In O.C, ANJAHD HOOF • VALLL (=RCPAACD DY WIANI CYncz Supporting Truss PARTIAL ROOF LAYOUT 12 pitch 4 to 7 MINIMUM GRADE OF LUM6ER TPI -92 Crit. T,C, 2x4 No. 2ND 19 5P B.-C. 2X4 No. 2ND 19 SP ebs 2X4 No. 3 19 SP k= BC- 95 Revised: 7/7/94 STR, INCR.: 33% DRAWN BY: P.G. CHECKED BY:,I.A.I REP, STRESS:YES 2x3 (IA)) Strop 0 48" • o.c. see note (c) below 3 Volley trusses ot 2' ---0" o,c max. 6' wedge nailed to truss w /2 -8d toe nails or bevel. cut bottom chord of volley truss. MiTek Industries Inc, 5x6 spl. ( See note w) Note; Plywood sheathing may be extended below wale) trusses. Provide opening for straps to connect to trusses below. 4x4 3x6 spl, (typ) Supporting trusses at 2' —O" o,c, mox NOTES: (o) Provide continuous brocing on verticols over 6' - ", Connect brocing to verticols w /2 -8d noils and bracing must be tied to o fixed point ot each end. (b) Max, 'spacing for verticol studs= 8'--0" On trusses with spores over 2.4' --0" the vertical should be spaced. at 6' -0" o.c. mox. (c) Conn. for wind uplift w/ min. 1 1/4', 16 go. twist strap at 4'—O" intervals ' w /4, 10d noils each side of strop, MoX 120 mph wind speed, '20' - 0" mox wall height.• Approved for MiTek Industries Inc. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACNG METAL PLATE CONNECTED WOOD TRUSSES© It is the responsibility of the installer (builder, buildinc; contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experie.,. :e of leading technical LQ This safety alert symbol is used to attract your attention! PERSONAL SAFETYIS! " When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Prate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do I got break banding until installa- tion begins or lit.'. bundled trusses by the bands. WARNING: Do rot use damage trusses. TRUSS STORAGE DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, dueto the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are Tying flat is extremely dangerous and should be strictly prohibited. Tag Line or Tess Spreader Bar Toe In Toe It I�I� v .� Spreader Bar A Approximately '/2 truss length t �t trues of braced group of trusses End brace (EB) Ground brace lateral (LBO A WARNING: Do not attach cabl 's, chains, or hooks to the web members. Approximately 1/2 to Y, truss len th Less than or equal to 60' Truss spans less than 30'. Approximately 1 /2 to 3'3 truss length Less than or equal to 60' or Tess I a Approximately Tag '/2 truss length \ Line Ta■ Toe Tag Line GROUND BRACING:EUILDING IN =:'ERIOR' Gr_ nd brace ive� 'sal (GBV) Groum.: brace �-- diagc ; =1a (GBD) Note: 2nd floor system a1. have adequate capacity to auo';nrt ground braces. 2nd Iloor 1— floor • MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Frame 2 Backup ground stake CAUTION Ground bracing required for all instailLtions. WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line Stronrback/ SpreaderBar At or above mid- height Tag Line Strongback/ SpreaderBar CAUTION: Temporary bracing shown in this summary sheet is adegilate for the Installation of trusses with similar configur<tions. Consult a registered professioi.al engineer if a different bracing arrangement is deli' ctd. The engineer may design bracing in accordance with TPI's Recommended Design Spec 'cation for Temporary Bracing of Meld Plate Connected Wood Trusses, DSB -E9, and in some vases determine that a wider spacing k... possible. GROUND''B°RACING: BUILDING EXTERIOR Driven ground stakes Y3 to �/, truss length Greater than 60' Approximately iii to 74 truss length Greater than 60' Typical vertical attachment j / - �`? /' /i Typical horizontal tie member with \. multiple makes (HT) S ut (ST) Approxima ely 10' 10' 10' -'l A End Wall Side Plan Ground Brace ' Verticals GBv) Ground brace t true* of bracec lateral (LBC,) '- group of truaaea End brace (EB) SPAN MINIMUM.'; PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONALBRACE SPACING (DBS) _ •. [ax-trusses] SP /,OF SPF /HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer i Top chords that are laterally braced can buckle together and cauae collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. 12 4 or greater Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD• LATERAL BRACE SPACING(LBS) 8' 6 5 TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required —� 10" or Greater Attachment Required —/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace —� Required 7 10" or Greater SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at (east 2 trusses. Frame 3 12 5 SP - Southern Pine SPF - Spruce- Pine -Fir PITCHED TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) (# trusses] SP /DF SPF /HF _p to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer s Q• WEB MEMBER PLANE 12 ---� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. — WARNING: Fa;`..ge to follow these recommendations could result in severe person& injury or damage to trusses or buildings. /\ 0. Permanent - continuous te a. lateral bracing •� as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir BOTTOM CHORD PLANE SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at (east 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB T.OP CHORD DIAGONAL BRACE SPACING (DBS) (# trusses] SP/OF SPF /HF Up to 32' 30" 8' t 6 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir e_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped . at least two . — trusses. '. End diagonals are'essential for stability and must be duplicatedon both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Continuous — Top Chord Lateral Brace - -- H -- - - - - i Required 10" or Greater Attachment Required -- 30" or greater All lateral braces lapped _ at least two trusses. 4x2 PARALLEL CHORD TRUSS:TOP CHORD • Top chords that are laterally braced can buckle together and causecollapee if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. 1 , / l WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 3 0'1,OB s) Continuous Top Chord Lateral Brace Required —1-- I'1 ` 1 ::= \N. 10" or Greater Attachment Required 3'/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACI TOP CHORD DIAGONAL BRACE SPA.; ING (08s) [, trusses] SP /DF 17 SPF /HF 12 p to 24' 3/12 8' Over 24' - 42' 3/12 7' 1U 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engifieer D(in) D /50 . D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1//:!." 5' 72" 1 -1 /2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) 11200 L(f1) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) 11200 L(1) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no d iag:.- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlin:: are attached fo the topside of the top chord. MONO TRUSS Maximum Misplacement Diagonal brace also required on end verticals. PLUMB Truss Depth D(in) SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 o: 2" PIun.b Line OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Fail;.;reto follow these recommendations cct=,ld result in severe persona.' injury or damage to trusses or buildint:!s. WARNING: 1)o not cut trust•i=s. L TOLERANCES ±y; ± /d Frame 6 L(in) 12 ] 3 or greater Length L(in) Lesser of 11200 or 2" 6� Continuous Top Chord Lateral Brace Required -i ............................... .......................... L(in) OUT -OF -PLANE INSTALLATION TOLERANCES. All lateral braces lapped at least 2 trusses. BOW Lesser of 11200 or 2" DANGER: Under no circumstances should construction Toads of any description be placed on unbraced trusses. COMPUTATIONS Project: SALYER RESIDENCE 311 N.E. 94th. Street Miami Shores, Florida Project No.: 020641 Architect: Barry Sugerman Architect. — ALA Computations by: Arbab Engineering, Inc. Date: 7/15/2002 CONSULTING ENGINEERS 11900 IBISCAYNE BLYD., SUIUE 508 NOR1N MIAMI, FLORIDA 33181 PHONE N0. (305) 591 -5049 FAX. NQ (306) B91-0804 ® NUMBER: 0007456 PE N0. 35460 VIVO ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida STOMER : Barry Sugerman Architect JB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 1 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDING DIMENSION NORMAL TO WIND DIRECTION = 16.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 31.4 FT MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 ROOF SLOPE = 5.00 : 12 (22.62 DEG) ROOF WIND LOADS NORMAL TO RIDGE - WINDWARD : Cp = -0.33 P = -21.2 PSF, GCpi = 0.18 P = -4.5 PSF, GCpi = -0.18 : Cp = 0.14 P = -3.0 PSF, GCpi = 0.18 P = 13.7 PSF, GCpi = -0.18 LEEWARD : Cp = -0.60 P = -32.0 PSF, GCpi = 0.18 P = -15.3 PSF, GCpi = -0.18 PARALLEL TO RIDGE - 0 TO H/2 : Cp = -0.90 HORIZ. DISTANCE P = -43.8 PSF, GCpi = 0.18 FROM WINDWARD EDGE P = -27.1 PSF, GCpi = -0.18 H/2 TO H : Cp = -0.90 P = -43.8 PSF, GCpi = 0.18 P = -27.1 PSF, GCpi = -0.18 H TO 2H : Cp = -0.50 P = -28.0 PSF, GCpi = 0.18 P = -11.3 PSF, GCpi = -0.18 qh = 46.3 PSF qz = 46.3 PSF > 2H Cp = -0.30 P = -20.2 PSF, GCpi = 0.18 P = -3.5 PSF, GCpi = -0.18 Some of the above values may be reduced due to the applicable area. Refer to ASCE 7-98 Figure 6 -3. -- fer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. DATE : 7/11/02 ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida TSTOMER : Barry Sugerman Architect _JB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 2 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ WALL WIND LOADS * * * DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** NORMAL TO WIND DIRECTION = 16.0 FT PARALLEL TO WIND DIRECTION = 31.4 FT 14.0 FT Kh = 0.849 14.0 FT Kz = 0.849 5.00 : 12 (22.62 DEG) WINDWARD WALL : Cp = 0.80 P = 23.2 PSF, GCpi = 0.18 P = 39.8 PSF, GCpi = -0.18 ',EWARD WALL : Cp = -0.31 P = -20.4 PSF, GCpi = 0.18 P = -3.8 PSF, GCpi = -0.18 SIDE WALLS : Cp = -0.70 P = -35.9 PSF, GCpi = 0.18 P = -19.2 PSF, GCpi = -0.18 qh = 46.3 PSF qz = 46.3 PSF Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. 02 eP °'415 DATE : 7/11/02 GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.300 0.300 0.300 GCp ( -) -0.800 -1.400 -1.400 PRESSURE(psf) 22.2 22.2 22.2 VERT. COMP. 20.5 20.5 20.5 HORIZ. COMP. 8.6 8.6 8.6 SUCTION(psf) -45.4 -73.2 -73.2 VERT. COMP. -41.9 -67.6 -67.6 HORIZ. COMP. -17.5 -28.1 -28.1 a a a a 2 1 2 2 1 2 3 3 3 3 ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida •7STOMER : Barry Sugerman Architect DB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 3 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 502.6 FT2 MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT 3 o-P . -15 WIND LOADS WALL AREA 4 5 GCp ( +) 0.762 0.762 GCp ( -) -0.862 -0.923 PRESSURE (psf) 43.6 43.6 SUCTION (psf) -48.2 -51.1 ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 1STOMER : Barry Sugerman Architect JB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 4 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** 5.00 : 12 (22.62 DEG) 224.0 FT2 14.0 FT Kh = 0.849 14.0 FT Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = gh [ (GCp) - (GCpi) ] GCpi = t 0.18 oA DATE : 7/15/02 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.710 0.710 GCp ( -) -0.810 -0.820 PRESSURE (psf) 41.2 41.2 SUCTION (psf) -45.9 -46.3 - ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 7STOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 5 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** = 5.00 : 12 = 439.7 FT2 = 14.0 FT = 14.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 a 4 b DATE : 7/15/02 qh = 46.3 PSF qz = 46.3 PSF P = gh [ (GCp) - (GCpi)1 GCpi = ± 0.18 BUILDING WIDTH = 31.4 FT CORNER DISTANCE, a = 3.1 FT ARBAB ENGINEERING, INC. -q5 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 'USTOMER : Barry Sugerman Architect DB NUMBER : 020641 - Salyer Residence L)ESCRIPTION : Door 1 DATE 7/11/02 * ** DESIGN WIND LOADS - ASCR 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 35.5 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 9.0 FT Kh = 0.849 GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WIND LOADS WALL AREA 4 0.903 -1.003 50.2 -54.8 5 0.903 -1.206 50.2 -64.2 qh = 46.3 PSF Kz = 0.849 qz = 46.3 PSF a 4 b P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT - ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 'JSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence IJESCRIPTION : Door 2 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 51.7 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 10.0 FT WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 0.874 -0.974 48.8 -53.5 5 0.874 -1.148 48.8 -61.5 Kh = 0.849 Kz = 0.849 a 4 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT "ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida TJSTOMER : Barry Sugerman Architect DB NUMBER : 020641 - Salyer Residence , DESCRIPTION : Window A WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 18.0 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 10.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 0.955 -1.055 52.6 -57.2 5 0.955 -1.310 52.6 -69.0 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 2-P -45 DATE : 7/11/02 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT "ARBAB ENGINEERING, INC. 0 I /6 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida JSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence , _ , ESCRIPTION : Window A bottom DATE : 7/12/02 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 4.5 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 4.0 FT WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 1.000 -1.100 54.7 -59.3 5 1.000 -1.400 54.7 -73.2 Kh = 0.849 qh = 46.3 PSF Kz = 0.849 qz = 46.3 PSF a 4 b P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT "ARBAB ENGINEERING, INC. 10 45 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida USTOMER : Barry Sugerman Architect JB NUMBER : 020641 - Salyer Residence ESCRIPTION : Window B DATE : 7/11/02 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 15.0 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 10.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 0.969 -1.069 53.2 -57.9 5 0.969 -1.338 53.2 -70.3 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCP) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT - ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 'JSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence 'c:SCRIPTION : Window C WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 5.00 : 12 10.0 FT2 14.0 FT = 10.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) 4 1.000 -1.100 WALL AREA 5 1.000 -1.400 54.7 -59.3 54.7 -73.2 a 4 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)) GCpi = ± 0.18 DATE : 7/11/02 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT •ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 'TJSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence ESCRIPTION : Window D WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 = 5.00 : 12 = 16.0 FT2 14.0 FT = 10.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WIND LOADS WALL AREA 4 0.964 -1.064 53.0 -57.6 5 0.964 -1.328 53.0 -69.9 a 4 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCP) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT J . ' I I i i ! I I i i ; . , • 1 ! i • 1 I I 1 1 1 1 • ; 4 ! I I I 1 : • • • ARBAB ENGINEERING, INC. SHEET NO. S /10....`(fg fzez, JOB CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 • . : - • , • • • • • I ; CALCULATED BY CHECKED BY DATE 7li/o DATE ! • ! • , ; ! . .... 1 i , • . • r i. : . . . ,......... _ . • • ; i . 1 1 , . _ _ . • i _ • • • . i • . . . . . , • t 1 • . . . . . , . . . . . 1 • • : . . :- . ; : ; • . • . ; . . • ! • • i • • . • 1 1 • , ... _.. . I___J___. • 1 1 • ! 1 1 • 1 I i 1 I 1 ! ••• , • • • I 1 1 1 , . . • , , • . . • . . , . . . ; , , . • • i .• i ; . • I, i . . . . , „ • • . . JOB ARBAB ENGINEERING, INC. SHEET NO. OF CONSULTING ENGINEERS CALCULATED BY DATE 7 /1I/ p CHECKED BY DATE 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 SCALE i • : _ r --- i 1 I 1 i t I 1 i i i r 1 1 1 1 1 • , -t- .:_ . ,• , . : .., • ! : i . f " • • h k • • ; i 1 i ; I ! i I i i ' i 4 . ■ i 1 +. 1 ! . i ' i i• • i • ' i I " r 4r 7; I 1 i — , ,i,' ; 1L,„). I I 1 t I 1 . _________i_ iia v5-I V I $/ j I i I : 1 ' I 1 , J i I 14--- 1 i ■ i 1 li 1 $ 4L iA 1 (118C 4 ' 1. , i , , ; ! PrE--iikHis-60. '4-6-1 1 , ; 1 1 1 1 1 1 i i 1 4 0 1 1 I I ! - ) •Hr 1 1-44-PH • i C. ; . • : i v ___ , I • : , , „ , . , ! i , ill I 1 , i L 4 A --_ --1 • • • 1 ■ i i i ! ; i ; ! ; i 1 1 ; i • . • i • , . . . ! 1 I ' . ; ; . 1 -1 i ! • 1 : : ; 1 I 1 , i ■ , 1 ? 1 i ; 1 1 I ; : 1 I , 1 , ; • 4 ; • 1--- i ; ! f I 1 i • ' I_____1 , . • 1_4_ i 1, i -r- i , ! • r 1 1 , , i , , •_, t • : , , , 1 I i 1 I I 1 1 1 I 1 I , . . , , • 1 ! 1 1 1 I t 4 • 1 1 1 ' i i ; 1 ; : I I I i 1 1 1 I 1 I , 1---L_— L 1 i 1 I i I I i j ; • t E . , ! I i ! ! I j I I j I I 1 ! I i ; ! • -I I i ' j i 1----,..—_ • : : : : t __. .7 ' : ; ■ ; , : : : • --t 1. ! • r ; f ; , _ : ; ; • ' I I JOB ARBAB ENGINEERING, INC. SHEET NO. OF CONSULTING ENGINEERS CALCULATED BY DATE 7 /1I/ p CHECKED BY DATE 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 SCALE i j°8 SiA4/ ffir gg 4 ARBAB ENGINEERING, INC - . SHEET NO. I OF CONSULTING ENGINEERS DATE CALCULATED BY 11 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY DATE /07. SCALE I I ; • IT i• GIZ---14tS#C 11900 BISCAYNE BLVD., SUITE 508 • • • • I -7 ! i , 1 - R I 6 , 4-A-s ... 1 (4/ • V . i , ! . L • • j , ! . t. I a ; , I .....___I 1 i 1 , . • , 1 ! i I : i rf '"..h t:1- , i I 1—* 11-L4-41 I. 1 . . L ' , i e‘ • ; , i i . i li ,--- S r 1 i • ID LI r I A i .-- --4 '' PACIZr , _i___ i ; 0. .."••!' f . ' • ; ; • . 1/ 1 ■ ; ! , I LI .... ........ i-- I , , „ I , , , 1 i i•irill 1 I , . ,• 1 4._ , t:_. 1 , i . • 1 I I t , • I I I ,,,. , I, A , , 1 ! 1 ,. • 1 L 1 0 4 04-1 1 L . L ' _ $.4-!-S.4.-', ; • i 4 • i ! !___1__..1 ....__4 - a . _..,. ....r._ ,..t.L.'0_94....... , . , : I , i 1 1 i ; ' I 1 ; i, : ! . I I 11:■ ta4.. j i 1 i I f\ 1 1 i i I I-- i I 1 1.1. _L .1 r-! - - . r ; 40 1 f i . Jo ..., N ) • 1 • S `4 )5! 1 i 1 , 1 , I : t I I I j 1 r i • I , , . , • . , 1 i 1 i , ,, i j°8 SiA4/ ffir gg 4 ARBAB ENGINEERING, INC - . SHEET NO. I OF CONSULTING ENGINEERS DATE CALCULATED BY 11 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY DATE /07. SCALE I I ; • IT i• GIZ---14tS#C 11900 BISCAYNE BLVD., SUITE 508 • • • • I ---- . • . : ,.. . i ; 1 ! i ; . I vv -...1)44 .., {..1/J7ii ■ i . ; I 1 ' t. I /' II.11: .....! .G. 8 ;-•-w- - —r i.-- • ' i 1 , 'i r ---- 1 • i , I . : --;-- • .." i ! • : i I j I i 1 , ! ! i I 1 1 I 1 1 v Li g • j I f‘ 1 I • ! ' 1 Cd . I I ,,i1.1., I 1 1 1 ! 1 ! ; 1 I 1 I I I 1 i: ! 1 •il ,,i L -t,------F4 i i il • !illi!i! , I 111 i t_1111 4i0.0---01,4-0---4-7-?, 1 i i i i i r t ; 1 1 ' I.•i: 1 Ir , ;;!:!itili'illi,l, ---i- i I 1 • ei 11111111 4 , 1 ! I , , • • il r 1 i I , 1 ' , ! . ! I I i...-1 I i i 1-1 ini I 1 i ! al . . (, 1 , 1 1 ..„ I I ! , .4 i 11, I ! . 0 4 . i .. .0 • $ 7t b 4I___:2d 1 7 1 i I . ,.... 1 1 ......_ .; i ,••• i i------ / ,..... 1 , ; 1 ' • . L_ L_ ' i : -,,-' : I • , i 11 : L i• , . 1 ____,_ 1111iiiit9V40; ....____..--,, ....; 1 , ! ; ... 1 • e .i . . 1 , • "r , i ; I .-" ii , •.• 1— 1 ‘, ! I a ! 4 * P,' I L ! i i----' ' ; - I I , I, f --- . f , : ; . ii• 1 I i T , c_ ■.) ■ AA, i .._,,s__1„.. Tb • 0% 1 • i 1 i 1 i ' i • .ti L 11. ii ,,. ! , 1 : . . • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 " sALIErz. 6Re-17 SHEET NO. 1 49 OF CALCULATED BY DATE DATE CHECKED BY SCALE I I r ■ , , 11 I ; ; I . 1 1 ! 11 1 4. 1 ., , h 1• r ; i_. ' ! i-- , f , ; 1 •i 1 , , ; • :1 • t I 1 ■ ■ ! ; 1 ! i ; i ;&6_ 2L ■ _1 i • i ■ I . : . ! . I I ; i 1 i 1 1 ■ . i 11 i ! ! ■ I ' i 1 / I I I 4 I / ; 4,5 7114Vor 1 Lii4 ' VIZ ; ; l '' 1 . ••• i , ! ; f , : 1 i • ! • 1 iir•t : I ; 1 4_,„ ! - ill T C I ,Z•■ I 1---.4 . j . : 1 ' i : 1 . I 1 ■ •I ..4...____L 1 1 i i 7 7 I I I I I } ■ 1 i ! ! I I 1 el '! i I I ' : ! , i I I ! I I i i I ! I 1 I 1 • ' i . I ! 1 I 1 I V 1 I , I • - • • I I ' ! I I I ; ! I • . ! i • 1 t ----- 7 - I i I V/ I I 1 l i 1 . 1 , • L----, !_____; i 1 ,.. !>e >e 2.7( 7—; 1 1 i ; I i • ; , ; I 1 ; i I ! 1 ; 1 , ' ; ! ____..,1 I i. -e i 1 1 i I I • i ! ! ; : ; „ „,.,,L i.,, 1 i `1, 5 i c. .i) 4, -ihar---t--- • ; ; 1 , i 1 i 1----, — 7 -- T 1 I I i 1 I I • ! ■ 1 1 I I 1 i i 1 i , ! 1 1 I . 1 i ire ,, 1 ) ?I , 1 : t ' • ---1- rm ._,_____ I .1 1 1 - 10= - P — urui'. , i • 1 IL i I ; • I 1 : • 4 . fr.1 c---At , • • f 1 • I I I ! ! I 1 I ., ! Z ‘ .i ---- 1 1 •L • - "----.-- I • I , • • I ( --( - -I l it?4- 6 "1 •E - : • , , " ; . • , , .::, 47■, 1,.__4. .....: , . , „ ! ! 1 I . ' Ii , ; i ; • ,.,„ --- L i , i„/91.1 : ) Iv- , i 0 ■ i I . ' . I i ! I I : ! I i 1 i i t I ! . 1 1 I 1 1 4 I . r. ih 1 • .1 1 I . 1 I : 1 1 i i 1 i I -1---"---1'"1-el i----; 1 ! I . . . i • . . ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE "15 'I I 4,9 z_ : I • I ; ! • ! • i i i 1 • : 1 i I 4 I I 1 j°B I I ARBAB ENGINEERING, INC. SHEET NO. Cf CONSULTING ENGINEERS CALCULATED BY DATE CHECKED BY DATE 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 i 1 • i i • SCALE I 1 i i 1 _.i 1'! I i 1 1 I i 1 I i t s _ __ —_ —� t- — I i I i j 1 1 1 t 1 1 1 J j 1 ;- �+ ' ?. -,t '- ---- I 1 . - �_ �,Td -� I • I 1 i ; I 1 1 I 1 1 i Iy i I I 1 I I ji i ; 1 I I i 4--- - -- -1 -.-.' I i -t- I I I* e-I f < <-r 4 -, \i % _ I I I 1 I I [' I I j '- -- — 4- -__.- i. 1 rujZ CI ' I 1 I i 1 I 1 I I( I I I' I j i , i I �-- i ! i f I 1 1 4 • ' • ' I • I ! • L.C.il I I ! IIP' , , 1 I I ' 1 i 1 0 . I , I • • , . - , I I I 1 I I ' i , . i , . , • , . I , . 1 1 . „ i ; 1 1 :i , • ; , , , i ' • 1 I I i . . 1 • I j I i i ; ; 1 • t , • • • ' I 1 I i ; 1 ; I • . • 1 , • ' ' ' i Id I I I k I I 0,••■■I , 1 1 I I i . 1 ! - I " i i i • , ei---..„, 1 . I i ; • .' 1 . 1 ; i' I ; 1 ; 1 1 ; t 7 r i 1 , 1 '• ' i i 1 ; 1 1 1 i • -- 1 1 1 i ; , 1 1 : I 1 i i ! i ; i . 1 ■ ; I ! 1 1 1 1 :111;1 , 1 1. 1 1 1 I , . I • , • 1 i 1 • --- . 2-4 b -- 1 j I 1 . '. • i • : i 1 • • 1 1 i i I j ■ i t 1 S, 1 r - $ ; , 1 ! . i 1 ' --...__ I ; , 1 1 ; ; ' Ct Z 4 ' 6 ' ' i 1 ' 1 ! • ' i• 1 `LA ' ' • I. • I L.L4— • ' ! , .i . 1 I 1 ti _ , , _, • t : ! 1 ; • : ; • *, , • i if H : ! ! ; : , , : i , , , , • , f ! ! —1 1 I ' I ' L ....___. i I 1 1 • I . -I— ' I I 1 . . - ! L. ; i ■ 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY DATE '., SCALE 1 ! ! I ; ! , : 1 1 1 i i i 1 r ; -± , {-----' 1 1 1 I I r I ! C. ; 1 f 1 1 1 , , I t L... .. I ! I ! I i i 1 i ' .. .. . ,... 1...... L • 4 ! 1 I i I 1 1 1 r , . I, ■ 1 1 •.- , i I i . . ' I i • i I Z, ARBAB ENGINEERING, INC. SHEET NO. 1 q OF CONSULTING ENGINEERS CALCULATED BY ---1 DATE 7 if 414T- JO8 ; _ ; L • 4 • I . ,..-....... ilbe %.1( (r...4- f"'"1 4 7 1--- 1 IN i k.., 7 1&1 : )C ! 1 I iir411"61 :1 1 j 1 , , , 1 1 i : t ! . 1 ; , , • 1 1 1 1 1 t • ! i i • • ; r _..: _ t 1 i i L i 6 .0 1 .51 1 - 1- : 1 1 • , 1 ! t . ; ! I , i : e L ____1 1 • I . •:______I , , . , 1 ; i : • -. $ . , __,. . ,,,_. .. , ..__L.........:____i_____L..___!____...___ _.• ..........._____ I " • i i 1 , ; . ; ! ; ID i_,.,! P ,. L ' --- ------ 41_4 I w .r. . ; ; t 1 I • ' ; I • I-. f ! le If I r __ r ____. ____ __.: __ P i- .. i 1 I I I .,_ : - : --- i ; ; i I I I I . • I : ' I . 0 V r i • i -- . _____ •• 1 . (.4: ... i 4.-t ; 1 i • 1 ; , IC rd)- I L If • , • , -, ;;.;i....-..............i. , , I I ; ---- f , , ; . . • 1 i , , ; _. 4 , • , , ,„,,,, : i , : . ,....,.. _ 1.- • I - I - , , , „----,-- ; , ; - i , ■ . "..-- : : , : I 1 j ; ! ! ■ 1 ! I it 1 i I I 1 f i 1 1 gi. 404,r.' ! I I I i I 1 ; ; • .; i I • ; , ! I 1 1 I ; . ! 1 ! • ! ; ; I ; • . I I . . . -.- i 1 1 --- : i i-- i • f-- ; -, i I i i i i '! . , • . l • ; 1 ! i ! I i 1 ; I 4 , 1 Cie ' 0 eAS A , ! •i 1 1 ) P4) rVI'L'i 1 1 . i . 1..) ,7* - 0 -- Cfg-iiibr !____I 1 • 5iiIIII li;11;1; 111 . ; ;;!1!1; :: L ---. 1 ; , , 1 1 1 . I ! . • 0 ' i 1 ' 1 1 i • r 1 4 ; 4 i , ; 1 .. , . ' ' ' • ' r_1: rli ^' Z: 0 ! • , ....I I i I ' ----1._ Ase__;2 1: 1_____ 1 ,.. i i „ : ■ ' I • -- • ._.*L t______ 1 ; ; ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 JoB .2 0 SHEET NO. CALCULATED BY CHECKED BY DATE SCALE DATE 1 1 ! 1 1............ ...-.. i.._ 1 ! i i I 7 I I : • Lb -. SM. • 1 : ....11 1 i i ; -........,--■ 4 ....45.4. 4 !44.4m_ : ............: __,4„___• I ;;\ ; III ; dtli 'LC ____ • ; ., , . ; . ; ! . .,... _..: _.. ; _ • . . , . . . • ; , — 7 ., • , ........._ _____,__•......._ 2, I htea - -- Lt 1 1 - /41 LED a -ay 4,64. _1_0 Specification Table using AS m , n reduce the working bad by 3016. 2 wnen using EDmin and the load Is a shear bad, reduce the working load by 5016. 3 when using E0,,,,„ and the toad le a tensile bad. reduce the working load by 2091. 4 For AS and ED of anchors with actual embedment. between the listed embedments, use linear Interpolation. 5 For AS and E0 of encnora with embedment. greater than the deepest embedment listed. use value for deepest embedment listed. The Kwik Boit 11 Anchor Spacings and Edge Distances are calculated using the following Information: 1 IAS 0.70 Edge Distance Shear Load On y ED EDmin min 1.SEmin IED 3 OE 0.50 Edge Distance Tensile Load Only ED 1 EDmin IED 1.5E 1.0E j 0.80 Kwlk 801111 AS 2.0E Anchor Spacing ASmin 1.0E clI p4 0r' —5 1t 0. 4 ' &I J4c 1-1"c. c, 45 Setting Details Anchor size HKB 1 / 4 ' HKB Xs' HKB th HK8 41s' HKB 514" HKB 1' 80 = 0 drill bit size . anchor diameter 1/4" 3/4" 1h" 511' 44" 1" E depth of embedment (minimum/standard) 1 1Xe'12 2 2x4 " /4" 3 4'1'16" HO note depth (E • t • 0) min. /std. 1Xi! l2'14 2 2'h 2X4 4 3 �4N. 4 . 5'h 5 , h / 7 DC wedge clearance hole in plate ire' 17te oho' !ore" 151'1" 1i/e' L. anchor length min. /max. 1514' 4 2'h• r 244' 7' 3514" 10" 41/4" 12' 6' 12' it Inread length std. /extra thread length 514" 3' 1/4"/1 4' 114' 4 It/2' 3 " /4 1 3 2'14' 4 M Installation Staintess torque (tt. Ib.) Steel guide valves min. E 4 20 40 85 150 235 std. E 7 30 75 110 200 450 Carbon Steel min. E 4 20 40 85 150 250 std. E 7 25 85 110 235 450 BMT Min Base Material Thickness tincnes) 3' or 1.3 E whichever number is greater DIAMETER (In.) 1 /4 3/4 th Cilb 4 1 EMBEDMENT (In.) minimum/standard 11/e 2 1511 2 2 3 2X4 6113 444 4 6 AS Spacing Reouired to Obtain Maximum Working Load 2 4 3 5 41/2 7 5 8 1 h 9 9 12 „ A S mrn Minimum Allowable Spacing Between Ancnors tin I Reler 10 Note 11. 11/1 2 1511 2 2'/ 3 2X4 4 3 4514 411 6 ED Eoge Distance Requved To Obtain Maximum Working load (in.) Shear 34e 33/4 41/4 4 644 644 8 8 93/4 944 13 13 Tension 1514 3 2 344 33/4 5 4 6 4 71/4 6314 9 ED Minimum Allowable Edge Distance tin) Refer to Note N2 & 3 Shear 144 144 2 2 33/4 33/4 41/4 4 47/1 41/4 6314 6 Tension 11/4 2 1% 2 2 3 2514 4 3 43/4 4 6 ^rOiE t wnen Specification Table using AS m , n reduce the working bad by 3016. 2 wnen using EDmin and the load Is a shear bad, reduce the working load by 5016. 3 when using E0,,,,„ and the toad le a tensile bad. reduce the working load by 2091. 4 For AS and ED of anchors with actual embedment. between the listed embedments, use linear Interpolation. 5 For AS and E0 of encnora with embedment. greater than the deepest embedment listed. use value for deepest embedment listed. The Kwik Boit 11 Anchor Spacings and Edge Distances are calculated using the following Information: 1 IAS 0.70 Edge Distance Shear Load On y ED EDmin min 1.SEmin IED 3 OE 0.50 Edge Distance Tensile Load Only ED 1 EDmin IED 1.5E 1.0E j 0.80 Kwlk 801111 AS 2.0E Anchor Spacing ASmin 1.0E clI p4 0r' —5 1t 0. 4 ' &I J4c 1-1"c. c, 45 IIP The Hilti Kwik Bolt II System continued Carbon Steel Kwik Bolt II Allowable Tensile Loads ibs " Dla. ) meter 1; 2000 • si Embedment 13/4" 2 444" 2'/4' 31/2' 6" 24/4" 4" 7' 37." 44/4' 8' 4 6' 9' 270 580 870 8000 • sl 470 870 670 850 1550 1550 1730 2800 2800 2670 4190 4190 3200 6870 6320 5070 8400 10670 1170 1 2080 1970 2930 4000 3330 4930 8670 1310 2130 2310 4050 6000 7670 750 1370 1440 1450 2400 2530 2130 3290 3730 2670 4800 5870 4670 7070 8870 Embedment N. 3000 • a1 1970 2450 4000 psi 8000 psi • Does not apply to Post Nut Kwlk Bo1111 • When using the 3 x 12 KB H Anchor, contact your HUH Technical Representative for bad capacity. Carbon Steel Kwlk Bolt 0 Allowable Shear Loads (Ibs)" "" DIG. meter to 2000 • al 7600 8140 9200 Values shown are fora shear plane acting through the anchor bolt 55 shank. When the shear plane 1. icling Through the anchor bolt • Threads, reduce the shear values by 20. • Values shown are fora shear plane acting through the anchor bolt shank. When the shear plane Is acting through the anchor bolt threads, reduce the shear value by 12%. • All other values shown are for shear plane acting through either body or threads. Does not apply to Post Nut Kwlk Bolt I1 49 115 ,, i , '. " " i .• i ' i ! ! i ; : ; I ; I • : . _, , • I ! t ' I : I ! ! ' I ; : I : . i : , „ ' 1 ; L ; i -t • • t I , 1 ; „ 1 : : . " , , . t t i i ; I • i / i I • 1 I ! ' ! ! •. ; i- I 1 ! i ! ; : i Z i ii 1 ' l i 1 . . L I i ; , i!; i 1 • i -4 - • . , 1 i . „,, , , i i , 1 1 •,: ! i • , _ lb . , • i .. v35444..it0 , :sl i . i . 1 : ! 1 4 i i 1 , i ! ; . i Pi, tk4014- 1 I--1 ........= .__t_.__ 1__ 1 1 > '- ;lfr - l - h --- 1 I —1— • ' .'------ • 1 : I • ' -I-- t ”- • _____ Alti I ;11 li ! al „ . 141 i 1 P eit — • I. 1 2.1 t . (- • I i -4-7-4 i-kii- t . • t--,---4---i, r• 1 ' ! I . 1 , ! i i L I, ! I 1 1 1 I • I 1_,_ • . i row- "••• I I 4 - - !______ 1.. 1 Ilk 1 1 • • : i , , 1 ' t I 1 1 ! . • - 41., ". • • 1,___ . i •!! I I • ! i I ' ; I 1 I I i : i. L._ I : ; ; • i . i t i • i i : 1 " 1 •---1' ii--- ' i I I---- 1 1 ! — L • I ' ; '. ! i ! : ' ' ' ; t ; ; , , ; , I t 1 , I . ; i „ : — ; • I I . • f — --'------ i ...- — i ; _,..... 1 I • ; t ! i • '• ___ • : , 1: • ..,..._ _:_... 7 ti' fa 1 i I ! , i • ; 1 1 I 1 4--- h --- r --- - 1 1 ! ' i I • I ! . 1 • i , , _ .._______ , ; , , 1 4 4 . 4 :11! 4 i 1 , 1 i rl .1 i , , , , . . I , ii___ : , 1 1 . , „ , , , , , , • _ , , • , , , , I /2 -.• 1 )1 . • , , , , , , .____,_,11;1;ii;I, ,„. • ! ; ili•il ; 4:.!1.1! 1; o .,', Ci .1 • t.•:•!.-.iiiii: Li1 ;,-, !•,1 1 L. , , ititl, , . „.___.• . • ;f!•,F*Af'ft . . ._ 4...1 , v.isiett .1 ; i 1 V r l i 1 -14-ILI: 1 1'4 . 1 ; 1 1 1 , • J ;....11 (1!i;i• i• JOB ARBAB ENGINEERING, INC. 5 A LI Oh kg') • SHEET NO. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 ■ 1 \) • ; • • CALCULATED BY CHECKED BY SCALE • p OF DATE DATE . : !.. • : i I • i i ; A Anchor Loading The type of anchor toads and the position of the load play an Important part in determining the proper anchoring. Direction and Position of Load Combined Loading Anchors loaded in tension and shear simultaneously, will have ultimate capacities lower than an anchor loaded in tension or shear separately. Combined loads should be calculated on a straight line Interaction diagram. F applied + F applied < 1 F allowable F, allowable — aoJeD 50 z \4e23 -a 4 Alialeit, feta. 4 - 1-c0 (00 C-eM Bi 1JG1 110AD5. 5/ r ? c . A N c��. o� �• 5 Ai-so c. iy T \ / /•SN .g.iife• - Et1.(zp∎Z,. Fos\ OSIZ T E . 244 of ' Displacement Displacement Is the anchor movement relative to the base material. The movement can be an elastic or plastic deformation of the anchor material, creep of the base material or movement of the expansion mechanism. Load A Typical Load Displacement Curves Displacement Curve A — Anchors that exhibit a steep rigid character- istic curve are shown in Curve A. These anchors exhibit very little displacement up to the point of failure and are suitable for applications which require little or no dis- placement. Curve B — Anchors which exhibit only small displace- ments until the preload applied via the tightening torque has been exceeded. An additional increase in load causes additional follow -up expansion and displace- ment. This action will distribute the Toad between the remaining anchors and will prevent brittle failure of the anchoring system. Curve C — Anchors that exhibit a relatively flat charac- teristic curve are termed light -duty. These anchors are sufficient where the application is non - critical. 21 i •---1 04?-b`f-/-, " 1. 1 I ! 1 .:, 9, F 1,;!i,,;:,, . ; I i 1 ; , ti kt 4 nr ; i, i ii• Illi, : i : : I I r - : ..---4---5 4---t-f-tci-4i-.9 I- ; 1___ , ! , : • . : ! l.,, • , ;;;;;;.;,1:.,•;;; ; k j 1 1 . ; . ! ; : • ;--• !-- • . ' . .____. 1 3 , z ,• • I • , . , . -, r --;---;-- 1 i , . . I. ; • . . ' 1 I 1 1 ,• • • ; , ! : ; ; 1 ; ; • L! F ; ■ i.! • ! I I I L I j : . 1 -1 ; ' : , ! • • ; i ; I 1 1 ■ , ! • • •; ! ! I I I 1 L. • ' . • I ! - • I I 1 I 1 ! , ; i 1 " I ; ----1-- ; : • ' ' * , - 745 -1 5 —1 1 . : 4 ' 4. ; 1 i j : •■ : ; ; ; - , . , , , , , ..- g L . i 1 „. : , --,-- • , let, 4 : --„, , , i I f ! I 4 ( I 2 1 t .it ) . i i . 1 • Li f 1 I I 1".. ) „ i 1 ' • • --, ' 1 , ■ 13 i • . )(LS I If - , 1 I 1 -2_ ! , , • ' ' I : ; , . . i I i• I • t- r , • 1 I ; 1 1 ; : I I ___ ,___ 11 i I 1 1 L 1 1 „ !,---.--.1--..- a • . I ! - • ; .., , ,,,.(••••••,: ,,1, i ______•______ : • •, , , • . ___i_ • , 1 , 1 . , • .! , , • I ; I ; ! ! ! I : ! I • ; I I ! ' ! ! I - ' ! • • • I • ! i j , • I : ! ! 1 1 1 i • ! ! i I I •I ! I 1 - 4 - 7 • I- I I 4 -3;ZA I I I I i I : 2__, , , 1 , : , • „ , , ............... • , , , ,. , , , , . . , , , , • i i I f el I I I a f I I I I 1 I i l ■ I I Z1 50 a-*SI -4-• : • i : , I . . . . . . ! JOB ARBAB ENGINEERING, INC• SHEET NO. OF . 1 - CONSULTING ENGINEERS 11900 BISCAYNE BLVD.. SUITE 508 DATE 7 ) A CALCULATED BY N. MIAMI. FLORIDA 33181 (305) 891-5049 CHECKED BY SCALE DATE - , I • , : 1 i I ! ; '"" . ' • • I : . ; . ' . ! / . : i , - 7 1- 2 - 71 - . 1 I , 1 ■ i , I ; . 1 I t 1 ! ■ : i ; , , t I : ; 1, i ' i 0, 1 . i L -------[---- 1 e . • • 1 , I ' • ' ; ! 1 : ' . I. ' • • ' ! ! I 4g- — ■ —L--T0 5 :. I I I - .1 ' • ,r1 I I I i 1 • I , 1 I ; - : ; : -r- i. ! I ! i 1 ; 1 !i 1 ...." 1 i i i , I • f I f • I X Z. I i I I , 1 1 , • 1 I 1-- • „ , i • ; , —1 Lai 2): • • ! 1 : ! I , . • ; • • ; , , 1 • , , , I 1 , 1 III:, i 1, , • i i i' i • ' I__ ' i i ) i If i . 1 ! • • • , 'ir Z I L/ 1 , ; . • . I ; • I , ' - i , . i 1 t ; • I / i c , • . t ' I i ! ! ! ' . , 1 i M 4 ?c) I 1 1 , • • i 1 ! 1 I , j I '..1--1 1 - .24— ' -"' • 1 I r 47-- . 1 , i ; ! ■ , I i t • • ! ; ; : 1 I i , I ci I . :._' c 1 I I i , , i • ' I i I - 4 — i 1 ! I 1 , Iiii!l!!!II-11111 ! I I i • 1 ; i ' ' " j 1 f ■ t i I i 1 1 1 1 I I ;— I i 1 i : 1 1/-fre--p--6--- • Li_• , L. I 1 1 I i • . I • c I 1 I I I i ■ i 1 yi J • , I f . I - I I I • t . i . 1 • . • • , • ; : • , c ' ! : i I_ i 1 ! t ; ; i i i : ! i l I I ' 1 1 • t • i i I . ■ . - t • ',, i , / ■ . ... z , : . i J o : n --,....•—_. . , v !. • i , I ! 1, VI, mr : 1 --- 4 i ' ' • • ' • . 1 ' 4 i • . • • • ; : I • . i XC :. i • ' , .... ; : • : , it__ et • • • • . Z '' ' Z.1 21 . - N. ..ii ! -------i- --L.- -.:._. _ 1 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 : i I SHEET NO. 4:5 CALCULATED BY CHECKED BY DATE SCALE . . --...—.—:__- .----,-- -- I t i c ! I i L ;..... • -; :! DATE . : i I I I '' '• ! I i ! ' ; ; . , ! • • i ; : I ' ; L ' i : 1 . 1 : : I 1 I 1 1 i I ' ' r ---- , 71 • ; , ; ; i . , • 1 • , , • . . , •• ; : : , , . • . , ; . , , ' , : ; : : : -;--- '' TI 1 1 I I l• 1 I ! i •1•11 . --;. ' . • .,. ,......___,. , 1 ; 1 ' i 1,, : i 1 • • • • , . , • I , •-1--- •;. • 4 . • • I_ 1._ i.. i i 1 1.___ 1 1 i I . i : , r. - I 1 . • --L_____.; t j • • • " . . ! I ; ; ; i : I 1 ! ; f 1 . — , 7--- • . — • ___. ...... • ; ; ; 9 ______ , i Ii : ; : t : : . i ; • ! • ! ! ( ' I 4 y • i . I i • i . .I • ; I : : I I i ; ! i r ! / - 1 - ; !. • ! . I • - t . t . 0 ! , I I • ' ' ; ' ; ; ! ' I 1 I • ,•■• 1,1';;;I'••■ ' I : 41:1 ii!!ilt•• ; 1 i a N1'111:1 i 1 !"1 1, i ,- " , ,t;•• • •:--4 , ; ; III; • • I II I ; 2 • ! , 1 I i , , f"'1% ' ; . . I ' I i ',I. 1 ■ " ti. ti ttat i I I r--- I ! 1.• Jit • :. I 1 111 1111111101111 .I ; t-2-1 I ; • • I i , .. I . 1 ' • I • ; ; i 1 1 1 I , .7 I • • .... • I ; ; i 1 . 1 •1 I 1 I 1 ' 154_4), , , , I 1 I --I • I I i 1 ti - 1 1 ; . ,.__• .--- • • ___..! I I • ■ • I ; 11;11 i I ' i ; • „ ' 1 • 1 . • . : • ! ' 1 ! : ; I ! I . ' 1 16 N 3 i * 6 , , , , , ; ,,____ , , _; i .J 4... ; ; 1 ; ; ; ; 1 1 i; f i . t : 1 ' i l• 1 i . , ! 1'. .,..„.. , i • f i :-.-- I L • • t 2 1 1 i iiir :, L • .; ; 77 ' : 2. oit_sr .4 • 1 i : _..5.. z ! I , 1 , , , ; , : ! i ■ , i , i _ 1, i i ; 1 ; ; ; : I__. : . , 1 .,, 1 ! i , „ . : : : • ; . • • • • , . , , 1 " : : : , , i I i 1 i . 1- • . r f---. ..1 • : I I • 1 I I i 1 • . , ; • . 1 I I ! • i j ■ . • . I • i i , , , 1 ; • i 1. 1 4 . • ; i . I 1 1 : 1 i 1 ,, i i 1 1 1 1 ; 1 i. 1 . , ; ; , , ; ; 1 • . ; ; ; ; , ; : I 1 • ! : I i . • I ' 1 I " L . .• t ..1._ ; • • 4 !.. . ; : t : ; : 1 t : ; • • • 1..--• ! 4.- . : ; t ; • • • . • . • .../.....•., ...... 1_ •■•11.9.• JOB ARBAB ENGINEERING, INC. SHEET NO. OF CONSULTING ENGINEERS CALCULATED BY 11900 BISCAYNE BLVD., SUITE 508 DATE 7/ 14\ / az N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY DATE • , i I i I i 1 ; ; I ; 1 . ; ; • - ; 1 1 i' ! ; •• I . : • , • • • • , • • • • •• • • . : ; ; • : , . , . . • • . • , ; . .• ; ' ! . '. I • • I ; I I i I , ■ I i I ; 1 , ••' • . . .• ■ -I-- ' • i I . . . . • . • : . : • -.-.-„.--- .---....i.--.:-....--•.--...;---,...- ---•r . • -• • • '..-.• - • I , r • ■ .; ; ! I f . SCALE i . . ; . . . . . . . , : I . . . . . . . . . . . . ; . : . • . . ■ 1■■■ ....ti I • . . . • • i I_ ..... .... ...L.. . _ 1 : . : . . .....■......... ......... . •: : : ____L„..........i__. i I • : . . I . 1 ; --.1:—......I. ' i ; r L ! ..1 ; ! ; 0 : 1 1 1 I i 1 • ' • 1 : • I i ' ; , 1 - I . . i-- ;,-• v , . , .;--- t I . i LL ; i. It-'$.--N „ L., , ; - , , . • 4 ..z_,,___ 1 i i 1 , i I .-- • b .... 0 • , "/ / , %*. : 1 0 i •41 1 , 1. 1 i I : . • ; I i ' ; - ; i , ; : 1 ! e 0 1 .. i i • 1 if 1 ; ; ; • I ! I 0 ..°. -.7 i .11 ) 1 ••••■•! t --1 ! P , i 1 1 i : i ' --- • I , ; : 1 4 J, f 7 .--- 3 -----1- 1 _ _I .. I " 3 ii . 1 I 1 0 I , ' 1 1 I L ' L 1 1 i i i : 1 . : : , 1 1 i i ' ,_ , 1 , • ■ . 1 1 I • , . , 4 .1 : i , : , ' i . Q1 .1 1 ! . , ) 1 1 • , ! I 1 ! I I . . i 1 I I ! I I i l ) 47:0 I A. I i i . i I 1 ,L i Oa i i 1 I L . • .t ! 1 I 1 I 1 i ° . 1 _ ' IIIIII I I 1 1 I .. ei t . 4 , I. I I i ! f . io i ..-1 , i-,---t i . C )) , r --- 7 -4 , --- i i ■ , ) ) 1 1 ! 1 1 . y 1 ict—r-t ea:51 I ' 1 ) ___L. / I I ; , i 1 1 1 I I i ; ' ll I, 1111 - --1 I I , , , : 1-- • • • • I- ; ______ t _ . ' i I , : i i : ! : : .. f 1 ' ; 1 I-- , 1 • , ; . • , 1 i v i. 1 , tr-i 1 ; ,•• -------- ..... , ,, , , , , 1,1 --: • , , 1 ; 1 ; , I , , . -: , ; ; : 1 -----I- : • . , 1 -- , . A , . ,,,,;,:. 1 * 1 . . L......... ' ,. : - •" - 8 - . --- / ' I. I . 11 1 , #. Iss 4- • i I , I , , , ; , ■ vr_ i 1 I 1 ; ; I I • ; , -7- , ,!: i 1 1 ,;•1:;;;;I:p 1, , 1 1-1 1 1 . f(- , 1 • • 1 , -- W...gr . . . 1---' t_ l_ \ I) i '3; i i 4--■■r4.--(L--(01:- , t ' ' i ilf 1 : I t i , i 1 L I 1 . 1 L, • I I I ', I -, . • ' '' '• 4 ,..... , . 1 ri..4%._,S Nlie- • : 1 : , : : _, :, , .„, : i : ti, : . ---4----4 .,',_ ; . , ; : 1 i i I : , I 1 : : r- : . i : 1-- i ; ! ; ' .... t i. ! ' _ : ,P 4. • , , I ,. ; ; : : , - : : __1__ : ; ! I 1 ------:- . ; , SI Y • S ; ' I -.1 , : : . 1 --------- ; . • ; ; 1 ! 1 1 i I, ; I : ; : " ; .1 i r ! ; , : -;r---7-----1—. • . ---- ; , _ . :t --v 1 ; ' 1 1 ; r- I 1 r-- ; i ; ; ; -- , . JOB__S LiL-A 4 A:LC 4 7 ARBAB ENGINEERING, INC. SHEET NO. e• E OF 4 / 6 - CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 CALCULATED BY Ci—.1ft. • ' DATE 1 i 1 4i o 2 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY DATE SCALE I I . ; • ; : ' • t I 1 ' 1 I 1 • •• 1 6 t L_Ht .......... _ 4 ___. .i I 1 • 1 • • ' ' I 1 I ti . I l'441‘ ' • 1 ! I : Li I ! 1 i 1 ; ti * I 1 , I 1 t I I I i ' I LL i• I I I ! 1 ! I I I ' I 1 0 A I I 1 t.. I i ' ' ' . • , : , " • r I , : li *A I ! ii „I I i I I : ! t : : : , • I I j It I___.... ..5HZ__;- I t - • , 1 * I ' : . •I-.-- -I-- 1 ! 0 l I i 1 • j. I/I , - 7 . i : i % • 1 . • , ; - ; ; ; 1 IC I . . , I ; ! ; I • 1 ; I , , ' ! 1 I II' ; ,.0, • )3 , . / 1 , i ------1 I , A ! i — I ' I I I Li I 1 I .• ; , ; q : ;,...„. 1 ,...,...._____ e , ! • 1 . 1 i i 1 i M 1 F; 1 , 1 ell_ 1 1, I i 1 I I . ! 1 ' 1 ' 1 I 4 I 1_1 I l i 1 I i I i • , i I i I, I I I : I : 1 ! i L—• • .____.!---. • I 1 tA.N I • I , l i • 1 ..,. I ; I 1 i I 1 I I i ._. 1 I ..I ::.. ; • ; I . ... k . . 1 : i ei ,„_' ; • , e i . ' t___ ' • I 1 . ‘ D ; ; i • I , 1 ., 1 1 1 i r !, ", i ; 1 ; ' . 1 , , i : ; ' , • • ! i • ; I 1 . • !, h _ • ! ; . , , , , , , , , • i • i ! ! in; ii , ; . ttif 7 . • 1 i . . . • .4 -, i • , : i I . , , ......., „. f.- ,1 1 , 1 , ; : i !-- 1 1 , ; 4 ! 2 L . , , . , • •-; ; , • • •__ • , , , , : 1 f ; 1 , . ! i t • • , , 1 I I I _i_ . , I I 1 • 1 i ' i is l ! 1 • • • • ! 1 • 1 1 ' I I I 1 I I 1 1 i i 1 t 1 1 ' I ■ : * I 1 i ! • I i ! I 1 1 I 1 i I . • -i. J ' • : • : _I t . , T ‘,...o.. i , 1 ; ' • • ; ! i I 1 :: • , ! I 1 ; ; t . , : , ; . i ' • 1 r----- , . , : : • • JOB Attl E4 ARBAB ENGINEERING, INC. SHEET NO. 1, CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI. FLORIDA 33181 (305) 891-5049 . , I i , , „,......_ _ •_..._.. . , : • : . . . . . . .. ; . . : ■ , I . . , I . : I ' '• ! : ■ I . t . . , . : • ! t I • . t I 1 . 1 i . • i I I r ! , . , t , . . ! i i • ',..Y..............i L.... `... ' ;. i f • ■ ■ t ■ i : I i ! • • • ■ , 1 1 r • • t '''''''' • ■■■■ i ! • I .• -t- I ; CALCULATED BY CHECKED BY SCALE DATE / / 41 7 -- DATE L • - • I • • — — • t. • — — • • • • • • I II •■• • • • ; • • 1 ; • • i • • i 1 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 5O8 N. MIAMI, FLORIDA 33181 (305) 891-5049 " S- 4 4 ` — `0/S AL - SHEET NO. 30 cf 40" DATE 7)14107. CALCULATED BY CHECKED BY DATE ,I_ . ! . L. • , ? ! ! . .4 •- i • , , , , • 2 ; . . , 2 • . i , , , • '' -. 2 i • , •-• • • 1 ! L'---t----- ---r-----:'..---- ••-•.- - - -.... -. "-- -7 7 .--7 7 . _ ' I L___ _., i ! , I ! :-.----;--. -t-_....j.____........___ _ .• • i ! t ,. : ! . . i . ; I i I ; ■ i t . : ; . . .• ,. • . • ! , . . • L t ... • . : ' ; : •• .....r.-..........:.....-.......r..........„.....................,... ! • 1 in••••••••■■•■••••• ._ 1 • ! _ _ ____ I • II 1 I 1'1 II +II IIII i • ii II t . : : / 1 I i i • 1 .• • ... i 1 1 I ---t : I .., It., ■ I I I i I I 1 I ... --it, MI 4, 1 1 (., -- -"- : 14.-4 , . • e- --- • _. I 1h 4 . 1 • i . t 1 i , I i • • . . ....; 4 , ... g , i . ---t----, 4( 1 IlLi , 1 i • ! , L • 5-1 4,_ mr 1 ! I I . . . ..°. ......4„/_____L_ ._o_r__. - - if .- -- . . • . i . ! . t . • i..-.. 0/ , j t , ; t I ; . • 1 ---. 4-- , • 1 1 : I 1 • . ! . ; , ; i : : - _.; : i i T --• i i I ! • 1 . ! • : 1 I : I i I 1 1 ; 4 1 : • --A• L__ 111.i ..! 1 ! . . l' i i • g 1 r _...y_______11, ' I I i -.._....1 . ! i • 1 ! ' l i 4 • 01 r , I , ; • .1.....--- 1---. 1 i • • i i r 4 1____L • • 1 • •Ili;----r-''• I 1 I I . mil 1 t I r " . .-=j1--_ I . • . i- I I I- • • ' I i< 8 XItiVI I • i• • I : 1 e,I , I i „I,, Lir/4_1_14Z , . • ' 7 Y 1.4, 1 i li , . !____ 4 • 7” Ile•IIII• 1. ------ ! • • • • • f 1 1 I I I ■ 2 1 ! I 1 1 ! 2, , I • • ' • ' 1 1 1A-L. .; I i —r—c-, s • I I i I I , , ,,,, , ..-....3. • • 1Z.7 1 i , • , , , , , , . . , 1 L i . i r • ,.... , , L 2____.4 i i.. I, • 3:,.•.„,,,,,, 1 ---' . : , 1 ■ : , 1 • I i I 1 • i. • i 1 • ; • / i I 1 ; ; i • ! ' s--... i • • . I -... . • 1 • 1.._._ • • ! i i : i , I ! 1 I 1 ,-- . • • • • , ; 1 '1 . • • i I ' : • ! • I I I • ! . ■ • i i : , i ! 1 I • i t 1.. • I • , I 1 i I t t . .. .., • . , . • • i I • I 1 . 1 . , , , , : . • • I • I • ! -.• t • 1 . I , t I . 1 ! , ' i t 1 I t , I I I I I I I ! i .., • ' , 2 ' I I • i i I , ' I i--• , _____L • • • • 1 i 2, , : ! 1 • ; ! . 2 i • ; 2 I I ' i i • • 2 , I t ! '..2 ,: 2 .1 I t; , • ; 1 1 • i____.: i____: I 1 , i 2 ; • , , . : 1 1 I 2 2 2 1 1 i • ', ', 1 1 ; , ! I 1 I , . I I I 1 • i I • • I • I . I • l• • • , • ; • : ■ 1 ! -• ; i I I 1 I I 2 I , I I I , 2 ii•I • I , , • I I I ,, I • • • It ! •11, I • 1 --r- 1 ! . I • 1 I ! I / 1 I i•••Ill • t t i t ! ■ i 1 i ' , . 1 t i ; . ' ! l 1 . : • , i _i_ : . • . . , 1 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 5O8 N. MIAMI, FLORIDA 33181 (305) 891-5049 " S- 4 4 ` — `0/S AL - SHEET NO. 30 cf 40" DATE 7)14107. CALCULATED BY CHECKED BY DATE ,I_ . ! . L. • , ? ! ! . .4 •- i • , , , , • 2 ; . . , 2 • . i , , , • '' -. 2 i • , •-• • • 1 ! L'---t----- ---r-----:'..---- ••-•.- - - -.... -. "-- -7 7 .--7 7 . _ ' I L___ _., i ! , I ! :-.----;--. -t-_....j.____........___ _ .• • i ! t ,. : ! . . i . ; I i I ; ■ i t . : ; . . .• ,. • . • ! , . . • L t ... • . : ' ; : •• 3) L.. 445 �� R£y BEAM SCHEDULE MARK SIZE INCHES fib -I Re.z. PA- 3 8 ► AN Mr E'xzeF ar,4 - " 17S— 8 1' X iz- * ELEV. TOP REINFORCING A D 2 J C E #3 STIRRUPS E. END NO. SPACING INCH 4-• )or G. L• C.. 4R4Ne") o " l oud , !r• 4Q/z" '` ' $,1G'L. / _ 1 C. . a REMARKS Ey1• 'N ;) ' 'T 4 -3 NOTE: PROVIDE 5 STIRRUPS 4 • 12' AT BEAMS AND CORNERS AND 48' C.C. FOR RE11AINIhJG LENGTH OF THE TIE BEAM. PROVIDE 2 5 AT MIDDEPTH (ONE EACH FACE) FOR 30' TO 42' DEEP BEAMS. 4 5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR SEAMS SETUJEEN 42' TO 34'. . . : 1 , ! I • • I ' . , I , 1 ill 1 1 I • I !' • 1, I I I f, : . . , • , . : . .• . i _____ ._ ; i._ • ..__ .:..._ . , . i : ......_• , ,. , 1 : 1 ..,—,. , 0 , t . .. • . . • . : i _ ...,,.. .......z ... , - .. . iii 1 . 1 • . , ; . • • , i . = !---, , , t : ; , i . ft, I I 1 , Q ------ ,, I H ; -- , , i ; , [.... • ii : .....: 3ift • i s ! . I , ! „ • , ...• i I 1 i v i , 1 fa L ----i 1 ! 1 ,• 1 i i ; . __L_ r I I I ! I I 1 i • 1 , ( I L____ , 4„,j4,..dr._s...i-,5 1 1 ,-. .4 . , f . ; 0 P.S■f• I E 1 „--- • , 4.. Laic l, 40 t, f's so. , IS; 1 ,__. • I 1 1 1 ! I 1 E 1 1 i • r i L . 1 ' , ,--- L___r____-___ ; .4e , ! 1 1 ---- '`l A L. iv...., 4. 0 p . s.. . : 1 i , I i , , .._, 1 ---t % Ad /1 i : • I , i 1 -MIN c., 1,,,1araillialli _........... .................... ! 1 t Il • I ! ! $1 i I-St ..-4, : ■ 11 I • P.! i . I i .., , . . , • ' I. i I 4 i i i ; 1 '' 10 5 i S 0 ) 4.4 to4. i e i i _. x_ect_o____.• __: , : , ./.. !. --xx- c-ra. , --.-- i i.. 1 • II- ___ , la 1112.. 1- • , • 1 • -- I ' - F ... . ::, ! ! . ! i . 1 ! 1 1 .. --ir ; 1 _,E9Aaro 1 i 4 1 ---- . ! i 1 • • . ! . • r- - :-: 1 . I i I 1 I i • 1 1 I :I 1 d I i . 1------ ,,,,,. L -1,-P . . r • , L I • , • • I i ; i i ! • .• , , i :• L.- ' ' • : i I • . I IF I i . • ■\ 1 rti! i i I , . I . I F4Q vi,1/43471:10 si___C; • . , • i • • , • • I , . • • . • • • • , • . • • 1 I , • • . ; . : - • • • • . • • ; ; . • ; • • , • 1 • • • • ! ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 • I ! : • T SCALE JOB SHEET NO. CALCULATED BY CHECKED BY OF DATE DATE - 3 ‘Ottk)0 • r • , . . fl T 1 ; -1 16 fib I 1 • ! , il e_ ! V 1 1 1 ' i ' ! . I A) , ,,,,---- , ,!,,, • , ._!___. • ! , 1 I 1 L; , MPt je ta- I ! 1 •• , ; , ; i 1 ! , ! 1 _ I ! i , , ; ! ! 1 ; 1 i ! ! 1 , -..... 1 4 1 I i 1 , .. . , t i . 4 I 1 • . . iv__ 4 1 : ' L__'• ; : . . ■ , : 1 „...1________,_ , • - • • I .;) • ••••• / 1 1 1 I . • . : . r • r . r -- t .,__. ., 1 : ! , I ' , , , . • . , ' ‘• , i : • 1 : ; , i i • i . . r • t , i 1 ■ • pr.- N--- 'il I ! ' ; : . , 1 : 1 ! ■ , 1 I .1 . ! • - 1; 1:!!!;.; I ..„..... , , 1 , , --I-- --r. ; .,... ,. • i • • , , ! , - 1. 1.1 1 iruiviAm % ; 1---- . t-- $ . 1 . , 1 _____4____ i . , . . i - 1 .,== , ., I ; 1 ; , , • 1 ; ,- • , 1 , ! ; , 1 I I I ! . . , , , , , „ , , . , 1 i l • ____..1 : 4.— I 1 I i 1 • • , i 1 ; i 1 1 ; 1 ! 1 I ;, : 1 i I i ! . • ! t , I • , i n. . i I I 1 L !, r---h—r---' i : ! : i •• , I I W i Nil VAAA4--0 L i I 41 ip % I 1 : • ' : • l° ii_ ! • : .., ! smo j I L. ; 1 I i i ; • i (45 ! e.f. , . to .0, i i I I • • I , •1 Il l:g Bit . _St i i ! I 1 I t -1 i , . !--;•=--i• 4 • 1 )-• ■ : i; : : i ! N..._ , I , I 4 1---_, , 0 I 0 ; , , ' _ 1 .... : ,,, if I : : ' ' 1 ! . 1 ' i ; ! I .. 4 A 1 4 ! i 1 I , • : . . ;;•. : • ' / ___-: , i f F77 1 T ; ! I . 1 1 i ;11::;:!' 1 ! ; . "Z,*, , I . ' i .1 1 1 I I L._ 76.74 ; I •; . ” r . - • I i 1 ( ; ; 1 I I j ! ! i r 1----1--- 4 i . . 1 i ; j;:iiIiiii rn ' I 1 I / , • , ; ---- ' . 1 i ! ; 1 i I 4 1 1 , • 1 1 • I I i! 1 1 ■., . . • l I I • t i ! I { • I I 7 . , . ; ; . , L . ; i ; , ....;,.- , i . 4liti3A L i • • • ° I 4.- : • : „ , r 1 i : ! : i . , . _ .i.. ,•• . • , , , , • : , i • : i ; . . : • • : . . ; : ; 4 , • : ; , , 1 • ! i...._ „._ i ; , • . ; : , , • .. . . • • . ; r „ . , 1._ c 4 • : i 1 1 '. *r- 6 4 - 'c- 1 7 ' . i ! ; • . ' 1 : 4.06.1, • . . .41 .: .___ __...‘. . . - _ ; ._ . : , • . ; L .__. : • • .. - 4 •••• 2 11 : i • , t , . lov....i-L._0 . , 1----v-Sig . : _ ... : --1S-1--t-Se---1-----7--iVW . • .-. ._ . • , : . , . . • • . • . • • - • • • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 • CALCULATED BY \> gass. CHECKED BY DATE. /icy DATE SCALE - • - • : – - j Plywood grade m Comon nail size Minimum nominal penetration m framing, in . Minimum nominal plywood thickness, in Minimum nominal width of framing member, in Blocked diaphragms Unblocked diaphragm Nail spacing at diaphragrn boundaries (all cases), at continuous panel edges parallel to load (cases 3 and 4) and at all panel edges (cases 5 and 6) Nails spaced 6 in max. at support ed end 6 4 215t 2t Load per- pendicular to unblocked edges and continuous , •. pane) joingts (case 11 Other con - figurations (cases 2, 3, & 4) Nail spacing at other plywood panel edges • 6 6 _ I � 3 Structural 1 6d IV. VI. 23 185 210 250 280 375 ' 420 420 475 165 185 125 140 8d 116 Vs 2 3 270 300 360 400 530 600 600 675 240 180 200 10d 13i 1 3/42 2 3 320 360 425 480 640 720 730t ' 820 - 2 ^ 65 320 215 240 F raming of Douglas Fir -Larch or Southern Pine' ase 1 Framing ■....■MMEM O ■�.■.�...a� _____ ....1... -- Case 2 11 11111111116 1111111111 Case 5 Framing Blocking if used Case 3 i 111111111111111111E Case 6 m an ame INICERNION me NIN sk i Load Case 4 Load • • 0 , i Diaphragm boundary 825 Load 42:c it Z W p)LS 1 Continuous panel joints 1 Blocking Continuous pane joint Continuous panel joints Framing 14 1-5 X3 = 42�,5,� l Q d u'P 4 1 C " G'G ' =a6 ` \od ►Jn►L's CJ �{ ^C ►L� '42-7 4" . 0. is 7 8 ^. A A • Blocking q 5 a' ;* • Ml A!AI PROD T C NTROL NOTICE i F A United Steel Products Cotnpany- 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 Your application. for Notice of Acceptance (NOA) of Wood Connectors under Chapter 8 of the Code of Miami- Dade.County governing the use of Alternate Materials and Types o Construction, and completely described herein, has been recommended for acceptance by the Miami-Dad County Building Code. Compliance Office (BCCO) under the conditions specified herein. f This NO4 shall not be valid:nfterthc expiration date stated b.clow. BCCO reserves the right to Se thiS product or material at any time from a jobsite or manufacturer's plant. for quality control testing. IF this product or.material fails to perforni.in the:approved manner, 'BCCO may revoke, modify, or suspend the use of such product or naterial. immediately.. BCCO reserves the .right to revoke this ti determined by BCCO .that this product . or material fail to rneet the requirements of the So South t it i i !Building Code, utlt Florida The expense of such testing will be Incurred by the manufacturer. ACCEPTANCE NO.: 00 -082 :01 EXPIRES: 08/21/2003 THIS IS TILE COVERSHE T SEE ADM MIAMI -DADE COUNTY FLORIDA MIi 1-RO -DADE FLAGLER BUILDING R ILDINC'CC)DZ CU%IPLUNC, OFFICE: M'IL IMO -DADE FLAGLER 'WILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAML FLORIDA 33130.1563 (305) 373 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECnON (3011373 FAX MI). 37.1 CONTRACTOR ENFO (305) 375.2966 r,tx (303) J75 - 2vus PRODUCT cflV'raoL nivisIOY (305)375-2902 FAX 1305) 3714339 Raul Rodriguez Clilef Product Division CONDITIONS • i QJJ pINC CODE & rRODUfl REXL S FOR SP 'CIFIC AN F This application for Product Approval has been reviewed by. the BCCO and approved by:the Building Code Product Rcvicw Committee to .bc used in Miami -Dade County, Florida under r tbrdi above. the conditions set A PPROVED: taro2noao 140450001be100OUtemplatntnockt acceptance cover 9aLkdot Internet mall address: postmgstor ®buildingcodeoniine:com Homepagc: http : / /wwty.bnlldinecodttonlinc.com 3 5 of yi Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Ofce united Steel Prrutu..t ACCEPTANCE NO: 00 0822. APPROVED: NOV 0 2 2000 EXPIRES: • Tr , e PTANCE: SPECIFIC O'�I .• • 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 97- 0205.03, which was issued on 02/21/'97. It approves wood .connectors; as described in.Section 2 of this Notice of Acceptance, designed to comply with the'So.uth Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual Toads as determined by SFI3C Chapter 23, do not exceed thc design load indicated in the approved 'drawings. 2. PRODUCT DESCRIPTION .2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No, 1 do 2 and sheets I & 2, titled "EHUI..i SERIES JOIST HANGERS and UH AND ST SERIES HANGERS ", prepared by United Steel Products Company, dated 9/26/00 & 9/27/00 with no revisions. The drawings shall bear the Miami DadoCounty Product Control Approval number and .approval date by the Miami.Dade Product.Control Diiiisi n. The d nts shall herd a r.be referred to as thc approved drawings. 3. LIMITATIONS 3 .1 Allowable Ioads:are forSouthcrn Yellow Pine or.betterwith a specific gravity of 0.55-and moisture content of 19 % or less. 3:2 Allowable loads ar+c.bascd on testin gPerASTM D1761 and calculations per National benign Specifications for Wood Construction 1991 Edition k.1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance..with the approved drawings.. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, cit state an following statemcnt:"Miami_Dade County.Producr.Control Approved". y' and the 6. BUILDING PERMIT 6.1 Application for Building Permit shall. be accompanied by copies.of the following: :6.1.1 This•Noticc of Acceptance 6.1.2 Duplicate copies of the approved drawings as :identified in Section 2 of this Notice of Acce P to n c • c, clearly marked to show.the hangers and angles selected for the:proposed installatio 6.1.3 Any other document required by the Building Official or the SFBC in order to n installation of products. properly y evaluate the Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 of 3 (. nitctl Steevl Prnducts Compan.•. 3104- •t5 ACCEPTANCE NO.: 0-08 2 APPROVED / IZ l)0 EXPIRES: . 08g1/2 .. .._2 0 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1.. Renewal of this Acceptance (approval) shall be considered atler a renewal application has been filed and the origins submitted documentation, including test supporting data. engineering documents. are no older than eight (8) )ears. 2. Any and:ail approt•cd products shall be permanently labeled-with the manufacturer's name, city. state. and the following statement: "Miami- Dade'County Produet.Control Approved ". or as 'specifically stated in the specific conditions (Willis Acceptance, 3. Rene vais will not .be-considered if: n) There-has been a change in the South Florida Building Code affecting the evaluation ofthis product and the product is not in compliance-with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not compliedlvith all the requirements of this 'acceptance.. including.the correct installation of thc.product: d) The engineer who ariginalfy prepared. :signed :and sealed the rcquired initially submitted is no longer practicing, the engineering profession. 4. Any revision or in the materials, use attd!or.manufacture of the product- or process shall automatically be cause for tcmlinarion of this Acceptance. unless prior written approval has bc.en requested (through the tiling of a revision application with *appropriate Ice) and granted by this office. •S. Any of the following shall also be grounds for removal ofthis Acceptance: a) Unsatisfactory performance this product or process, h) Misuse ofthis Acceptance assn endo.rsetticnt ofan_v product, for sales; advertising or any other purpose. 6. The Notice of Acceptance- number preceded by the words Miami -Dade Count ; ('lorida_ and followed by the eNpiration date may be.dispinycd in :advertising literature, ifnny.portion of the Notice of Acceptance is displayed, then it shall be done in its.entircty; 7. A copy of this Acceptance- as well as.approved drawings and other documents. where it applies, shall be provided to the uscr.by the ntumtincturcr or. its. distributors andshaf bc.nvailable for inspection' ;rt the job site nt all tints. The engineer need not reseal the copies. 8. Fuilure to comply wi.th.any section ofthis Acceptance shall be cause for termination and removal of Acceptance. 7. This Notice of Acceptance consists ofpagcs 1; land this last page 3. Candid o Fent. PE, Sr. Product Control Examiner END OF TIHIS..ACCEPTA.NC uct .Control Division 3 01.3 22 � _I 1 6 .' . probed Cad. Aht She UH24 2:4 JOIST HANGER. U -TYPE 1'8 .. GAUGE 1 [f 1 1'7tS ��a�ILlsid 1.1 rmai r Ii 1�� aar ono F1:1 g;1.1 t:-S1 R7 Vi i. 11• ri r �� 131111 �772mni ann Fr :1 a'!� . :T slut rpra nnInfmiromirrrannurnumunimmuni mmirtal � "7" �� fTiMI�.i;L�� D�1 .11.11 ••t.es7fe'� fl r �� . �� y1 ! �� .p1 iFY� Hata 1) Mile oajdistebaltb .lviveaoctsllobed3ntatkroizgli lspkrerid elinded. 2) Pelt batiste of f a s t e ro o in } f a d e r and foist shill be 2' f o r 16d ai>is siid 2 Iti r for26d aids. s �, 3 Hi 10 111 1a1 O1I11 •■••-•-■•• .S 2 aiw aT o r ' + 1tt I AOIMItZ H.R JOIST HANGER STRAP TYPE • Product Cede ST20F Diiiesvbsts C 3-318• 3114• 3,38' 3•SB' 3-38' Fasteners Reader la!►t 8-16d 6-16d 12-20d 12.20r3 12.20d 6-16d 6-16d 6-16d Dalsoi Dew) Us 1170 705. 2100 2I00 723 2100 723 3-3JI• 3•SIE' Hole 1) Back strap 16L rage sod bucket 18genii 2) Pt mntkue otfistraerr ix header is 2' for 1E4 nails tad 13/11' for sOd as%b 3) Hai oa1 l backs' ts shall be . bra month .to be driven through bore cities. rpR orrice USE LMTFO snit. ' CDAN7 703 RC(DGCRS DRIVE KOI DEXERT, tee 36CS1 T1?L6 W Aim Sr SERIES I► GERS DRAW/4G Si1f DRAV RCYMEV MD(ICR ? Wm" 2 •DATt`S/ /OO (Arc !/ @7/00 rMS•Ae • stir new rivtt rwravrro. rt•G s ?redact Cede 3,iiet Siva Dietz**, Ill F-*ieexer ID /skit Leal, W: K 7l Hattr_ Jelit Deep v■1Y1 EHUH 163 2 t 4 1 54' 3 1 /4' 3 1/1' 2046d 1040411.5' 2325 1200 ERUR.268' 2 1 34' 51/4' 3.1/2' 2040420 A 10- 117420A •' 3160 1730 EHUH 4t' Z.; i 134' 7 1'/.4' .3 1/2' • 2046d 14.1041 1.5' 3470 1145 EHUH 2114' 2z1 15/t' 7 1/4' 11/2' 21.31212OA 14 -41420A .4110 2515 EOUH 2t0) 2 Y 10 1 54' 9 114' 3 1/;' 32 -1.66 16.10'62 I1' 3:963 2110 EHUB 21001 2 z IO 1 34' 9 114' 3 1/2' 32- 14112OA 16 -H1420A •4700 2375 EHUN 76 -7 (7) 2 x 6' 3 14' .5 34' 7.1/2' 22.164 .11.106 z 11' ' 2115- 1690 EHUH 26.211 (7) 2 z 6 3 1/3" 3 34' 3 1/2' 424H1440A 11=H1420A 1733. 2193 EHUH 22.7 (71:2 z 3. 9 IS' 7 34' 3 1/2' 32466 14.104 4135 2155' EHUR 22 -70 (3) 2s 2 1 1/3' 7 34' 11/1' 32 -HN20A 14411420A '4775 2790 EHUH 214. (3) 7 z 1 3 14' 6 13/16' •3 112' 40.166 16.104 3190 2645 EHUH4t ;3N (3) 2 1 1 514.' 633/1'6' 31X.' 40•H1420A 16.11N20A 3335 2350 ERU11210 -2 (7) 2110. 3 14' .91/1' 3 1 R• 40466. 16'I01 3190 1645 EHUH 21.0.20 (2)2.t 10 314' 93/2' 3 112• 40 -1(1420A 16 -RN20A 5113 2150 .EHUH 46 4 z'6 19/16' 514' 3 111' 22 -166 .1.1.10d 2075 1490 EHUH.4614 4.1.6 39/16' 3.14' 3 1/2' 22- H1470A 11.HH2OA 2285 2193 E4UH.41' 4 z 2 3 9116' 7.113' 3 1/7 31 -166 1 4-106 4125 7153 EHUH 48H .4z3 3.9/16' 71X' 3112' 32 -H1420A 14441420A 4775 2790 EHUR410 4.1 10 3 9/16' 914' .2 1/2' 40 -166 .16.106 5190 2713 EHUH41014 , 4 x•10 .3 9/16' .9 14' . 3 112' 40 -RN20A . l6•14N20A 3333 2130 EXTRA HEAVY CONNECTOR 14 GAUGE. Hata: I) Peostrs tloo attartsrrrio bolder 1s2' fix 16d ilea end 13/4'farHN20A. Nate:: 3) Pe leretia l offert.loer is joi*ti31 1/2'. 1) STEEL SHALL COHFORN TO A3IM A633 STRLCTURAL 1'iRADC 33, U 0. K i!3 fASTENERT ARE'CI?t)ON VIRC 1441LS UNL[r3 OTHCRVISE NOTED 3) ALLOVADLE UPLIrT LOAT!. GEEN D+CREASCD IT A SHALT TERN DURATION (ACTOR Or 3A. rOR VINO L3A0 CONDITION. NO'fURTHER INCREASE 12 4) A LwAB DOVH LOADS AkE NOT INCREASED IT SNOR TERM DURArION rACTOR not ENTICE USE GFNERAL NOTES erreu a A3' WNiin01 3U1 111 300711 Fl Jdd 10 • MG CODE 0.2 lac IT rt0119CT •�: ti 1/1713101 2011//416 CODE Wltfu AoCF 1.17100 ACCITRICE t4i 11 - OR29 0/ TETI STEEL PRODUCTS COOANY 703 RODGERS DRIvC otD(TccocERy. AN 3631.9 TITLE DAN SERIES JOIST N4QERS DRAVING. Srt.ET. DRAVIG. RCVICV Iti I N&D+¢Tt 1 M T'esIx DATE 9/26/:0 cpdoo TfONAS A. .:OLDEN. CV/R. DGl (tI. rro e50•91 MM I� BADE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0724.06 EXPIRES: 10/01/2006 A1'PROVED: 09 /20/2001 11 s 04 S 000 I 1 pc2000 \\templateslnodc acceptance cover pate.dot Internet mail address: postmaster@buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. , \METRO -IADE FLAGLER BUILDING 140 WEST FLAGLER sTRlil; r. SUITE 1603 MIAMI. 1'I.OICII),\ 33130 -1561 (305) 375 -2901 FAX (305) 375 -2903 Co\ I'RAC1'011 LICENSING SECTION (305) 375.2527 FAX (305) 375-2553 cos-nut-roil F: 1)1vlSlOs (305) 375 -2966 FAX (305) 375 -2903 PRODUCr CO\ 1'ROI. I)IYIstos (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Wood Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO tha this prodtiet or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSUEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by - the Building Code and Product Review Committee to be. used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homcpagc: Iittp : / /www.buildingcodeonlinc.cont United Steel Products Company. ACCEPTANCE NO: 01- 0724.06 APPROVED: SEP 2 0 2001 EXPIRES: 10/01 /2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE' 1.1 This revises the Notice of Acceptance No. 00- 1218.03, which was issued on 03/0I/2001. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Flori( Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall bc fabricated and used in strict compliance with the following documents: Drawing No. NFM & DTC -HSU, sheet 1 and 2 01 2, titled "Wood Connectors ", prepared by Un Steel Products Company, dated 07/16/01 with no revisions. The drawings shall bear the Miami -Dade Count Product Control Approval stamp with the Noticc of Acceptance number and approval date by the Miami -Da( Product Control Division. These documents shall hereinafter bc referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% Tess. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications Wood Construction 1991 Edition & 1993 Errata: 4. INSTALLATION 4.1 The wood connectors shall bc installed in strict compliance with the approved drawings. 5. LAI3ELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or Togo, city, state and the following statement: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall bc accompanied by copies of the following: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Noticc of Acceptance, c(carly tiiarked to show thc'hangcrs and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of.thcsc products. • Candido Font, PE, Sr. Product Control Examiner Product Control Division ziP 01 A/5 United Steel Products Company. ACCEI'TANCE NO. 01- 072406 APPROVED: SEP 2 0 2001 EXPIRES: 10101 /2006 NOTICE OF ACCEI'TANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall bc considered alter a renewal application has been tiled and the Origin; submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific • conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the produc is not in compliance with the code changes; b) The product is not longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no Iongc' practicing the engineering profession. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically he cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate Ice) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: .a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Noticc of Acceptance is displayed. then it shall be done in its entirety. 7. A copy of this Acceptance as•well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not 1 the copies. 8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages I, 2 and this last page 3. andido Pont, PE, Sr. Product Control Examiner I'roduct Control Division END OF THIS ACCEPTANCE 3 / � ,51� ,J1 • .._.. N !!f Product Materiels Dimensions Fasteners OeYgnL00d3 Code Flerue Bucket $...J • • H.R. A•N 1��Hl�9IN�!• / J.�4• �LOI! �Ii E (1) tF MInknkn embedment length for one 1 rr diameter J•Bolt (Z) V' Product Code u Ulsssbolt on blat (3)6101"X3. Mpb: ASTM A36 I) 2) 3) 4) 3) NARROW FLANGE MASONARY HANGER OFNFRAL Nf1TF'S 1/2' ANCHOR BOLT STEEL SHALL CONFORM TO ASTM A633. STRUCTURAL GRADE 331 U.O.M. AND A MINIMUM GALVANIZED COATING Or G -60 rASTCNCRS ARC COMMON VIRE NAILS UNLESS OTNERVISC NOTED ALLOVABLE UPLIFT LOADS MAVC BCCN INCRCASCD IA A SNORT TERN DURATION FACTOR Or 33:0 roR VIHD LOAD COMDITION. • NO rURTHCR INCRCASE ALLOWED. ALLOVAILC DOWN LOADS ARC ■31 INCRCASCD BY SHORT TCRM DURATION FACTOR ALLOVABLC LOADS ARE BASED OH T14E NATIONAL DESIGN SPCclrIcATIONs FOR VOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA. rIR • N OUT1r<RH ACCORDANCE TCLLOV WITH PINE ASTM CG• 01761 033 OR BETTER) 6 TEST PCRrCRM I roa orrlcc use LFr1.e:t. ....... • ...11 !:!: SOUTH F1C1!D: se!1D1E4 rr.( ,►TF SEP 2001. 6lituin CO:.: !.C:!PT HC1 HO. j. - OTZ9__ UNITED STEEL PRODUCTS CO 703 ROGCRS DRIVE MONTGOMCRT MN 36069 VOOD CONNECTORS DRAVING NUMBER. - 'r11Ytr_- SHCCT NUMBCR. Y .__ � -- .JJX_ THOMAS A. KOLOCH. P.C. CIVIL NUHDCR r1_130099 1 (1.' Product COde Description Fa el Pnore tlesion 1 n a me) Header Joist Upit) PerpendcUar to WaI A 7) Paralo,l Wall 1) Toward Strati RRf3 (7) • Away from Strap ROO(1) •. Thar RPat Plato Trip. RUA.) I)TC • TrilsaAnrhry 4- 1frtr1.1f7 " c1- 1fk1r1.1f7 141(1 • 1 xin • TRUSS ANCHOR - DTC (1) Load appled Away from Strap. (2) Load applied Toward Strap. (2) Allowable Load for Up it L1 & L2 shall not be combined The corrector shall be sugecled to Load In one dlreclbn only. (3) Minimum concrete strength Shall be 2500 psi an drrflrirtum strap embedment shall be 4'. (4) M ateriat Strap • 14 aauoe and Bottom Plate - 20 gauge. GIRDER HANGER HEAVY (1) Material: 7 oauce (3116 ASTM A36. (2) AI 314' bolls require 3' wood penetration and rririrnumwood Yenlcal width of 5 -117. (3) Bolts ASTM A307 0 rad a A. (4) M atn member mI Nnxm w(d1 h 4.1? . GENERAL NOTES 4-R 1) STEEL SHALL CONrORH TO ASTH A653, STRUCTURAL GRADE 331 U.O.N. AND A MINIMUM GALVANIZED COATING Or 0 -60 2) FASTENERS ARE COMMON VIRE HAILS UNLESS OTHCRVISE NOTED 3) ALLOVABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT TERM DURATION FACTOR OF 33% FOR VIND LOAD CONDITION. NO FURTHER INCREASE ALLOVED. 4) ALLOVABLE DOVN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOVABLE LOADS ARE BAICD ON THE NATIONAL DESIGN SPCCIrICATIONS FOR VOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR SOUTHERN YCLLOv PINE M. 0.55 OR BETTER) 1. TEST PERFORM IN ACCORDANCE VITH ASTM 01761 rcTR orrlcc use .:tU .,. (.72:111:;; r :rill tr.!. !::V19 I11;kle'. P911D1(G CODE :1 :tit!. I �. :.! L: ..:J:1 S:114E ! rr :. :y t! 60.0 /_0 72 4. PA UNITED STEEL PRODUCTS CO 703 ROGCRS DRIVE MONTGOMERY MN 56069 )../OOD CONNECTORS DATE. DRAVING NUMBER. SHEET NUMBER. THOMAS A. KOLOCN. CIVIL NUMBCR rLU5ue99 Product Code Descrlptbn Tam M •IS ilANnn 1 ntis rho Header Joist Upift Perpendk 10 Wel >f 71 Paralol In Wa!1 n 11 Toward Stran Away from Rif An Thn1 Sr at PI IA Thnl Stran (QTR • Trim.; A nrhrr 4.111rr1.1f7' q fit/xi - 17• 161 n 1710 • RRf1 (7n ' R(Y1 (11 •• TRUSS ANCHOR — DTC 1*%Al (1) Load applied Away from Strap, (Z Load applied Toward Strap. (2) Allowable Load for Up ft, L1 & L2 shall no( be combined The comector stall be sutfected to Load h one direction ony. (3) Mlnlmlrn concrete strength shat be 2500 psi an dmirimum strap ernbedmert shat be 1'. (4) M aterlat Sirao - 14 oaube and Bottom Plate - 20 game. 1]/16' DI 3/16' D1A. GIRDER HANGER HEAVY GENFRAL NCITFS 'y J 61. 'ys Product '• Code Oescr1 bn 1-1S11 1 M (ilrr1Ar Hrr 11-•4)rv1 f11rrT tam W H 7' 71.17 R le CHM.r Rhrk fit) -1/4 (71 -'i 4• _rarr1M MArr1'1Ar As ms) lrin 171% RRSn (11 Material: 7 oauoe (3/16') ASTM A38. (2) AI 3N' bdts require 3' wood penetration and mlNmumwood vertical width of 5-1/7. (3) eat :ASTM 4307 Orade A. (41 Man member minimum v.1ah 4 -117. 1) STEEL SHALL CONFORM TO ASTM A653. STRUCTURAL GRADE 331 0.011 AND A MINIMUM GALVANIZED COATING OF G -60 2) FASTENERS ARE COMMOH VIRE NAILS UNLESS, OTHERWISE NOTED 3) ALLOVABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT TERN DURATION FACTOR OF 33% TOR VIND LOAD CONDITION. NO ruRTHCR INCREASE ALLOVER 4) ALLOVABLC DOWN LOADS ARE NOT INCREASED BY SNORT TERN DURATION rACTOR 5) ALLOVABLC LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS roll VOOD CONSTRUCTION 1991 EDITION 1. 1993 ERRATA. TOR - SOUTHCRN YELLOV PINE 1G= 0.55 OR BETTER) L TEST PCRrORM IN ACCORDANCE VITH ASTM 01761 roll orricc use I: •::is :�: I::�:IT u ":III ilIE ! 21119 Bmtllau CnDE 1•_II SEF YOO.L•• d. )Rut „ !.I ::m!!• rG L.:D; tCl: S:fiLE UNITED STEEL PRODUCTS CO 703 ROGCRS DRIVE MONTGOMERY MN 56069 1✓OOD CONNECTORS DATE. _.!1KD__ DRAVING NUMSCR. _1f_:*Y -_- SHECT NUMBER. - J - 2 - L - THOMAS A. KOLDCN CIVIL NUMBER rla 44I .0 r COMPUTATIONS Project: SALYER RESIDENCE 311 N.E. 94th. Street Miami Shores, Florida Project No.: 020641 Architect: Barry Sugerman — Architect. — AIA Computations by: Arbab Engineering, Inc. Date: 7/15/2002 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900'BISCAYNE 13L41)., SUM 508 NOR1H MIAMI, FLORIDA 33181 PNOIE N0. (306) 891 -6049 FAX. N0. (306) 091 -0504 Ell NUIIBOt 0007458 PE N0. 35450 1 ROOF WIND LOADS ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida STOMER : Barry Sugerman Architect JB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 1 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDING DIMENSION NORMAL TO WIND DIRECTION = 16.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 31.4 FT MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 ROOF SLOPE = 5.00 : 12 (22.62 DEG) NORMAL TO RIDGE - WINDWARD : Cp = -0.33 P = -21.2 PSF, GCpi = 0.18 P = -4.5 PSF, GCpi = -0.18 : Cp = 0.14 P = -3.0 PSF, GCpi = 0.18 P = 13.7 PSF, GCpi = -0.18 LEEWARD : Cp = -0.60 P = -32.0 PSF, GCpi = 0.18 P = -15.3 PSF, GCpi = -0.18 PARALLEL TO RIDGE - 0 TO H/2 : Cp = -0.90 HORIZ. DISTANCE P = -43.8 PSF, GCpi = 0.18 FROM WINDWARD EDGE P = -27.1 PSF, GCpi = -0.18 H/2 TO H : Cp = -0.90 P = -43.8 PSF, GCpi = 0.18 P = -27.1 PSF, GCpi = -0.18 H TO 2H : Cp = -0.50 P = -28.0 PSF, GCpi = 0.18 P = -11.3 PSF, GCpi = -0.18 qh = 46.3 PSF qz = 46.3 PSF -- > 2H : Cp = -0.30 P = -20.2 PSF, GCpi = 0.18 P = -3.5 PSF, GCpi = -0.18 Some of the above values may be reduced due to the applicable area. Refer to ASCE 7-98 Figure 6 -3. �'fer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. DATE : 7/11/02 p iSTOMER : Barry Sugerman Architect _JB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 2 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ WALL WIND LOADS WINDWARD WALL : Cp P P .EWAR.D WALL : Cp P P SIDE WALLS ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida . Cp P P * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** NORMAL TO WIND DIRECTION = 16.0 FT PARALLEL TO WIND DIRECTION = 31.4 FT 14.0 FT Kh = 0.849 14.0 FT Kz = 0.849 5.00 : 12 (22.62 DEG) = 0.80 = 23.2 PSF, GCpi = 0.18 = 39.8 PSF, GCpi = -0.18 = -0.31 _ -20.4 PSF, GCpi = 0.18 = -3.8 PSF, GCpi = -0.18 = -0.70 = -35.9 PSF, GCpi = 0.18 = -19.2 PSF, GCpi = -0.18 4 EIF BPS DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.300 0.300 0.300 GCp ( -) -0.800 -1.400 -1.400 PRESSURE(psf) 22.2 22.2 22.2 VERT. COMP. 20.5 20.5 20.5 HORIZ. COMP. 8.6 8.6 8.6 SUCTION(psfj -45.4 -73.2 -73.2 VERT. COMP. -41.9 -67.6 -67.6 HORIZ. COMP. -17.5 -28.1 -28.1 a a a a 2 1 2 2 1 2 3 3 3 3 ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida •JSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 3 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 5.00 : 12 (22.62 DEG) 502.6 FT2 14.0 FT Kh = 0.849 14.0 FT Kz = 0.849 P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT 3 ,s WIND LOADS WALL AREA 4 5 GCp ( +) 0.762 0.762 GCp ( -) -0.862 -0.923 PRESSURE (psf) 43.6 43.6 SUCTION (psf) -48.2 -51.1 ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida JSTOMER : Barry Sugerman Architect JB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 4 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** 5.00 : 12 (22.62 DEG) 224.0 FT2 14.0 FT Kh = 0.849 14.0 FT Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 'SP ©A ° DATE : 7/15/02 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.710 0.710 GCp ( -) -0.810 -0.820 PRESSURE (psf) 41.2 41.2 SUCTION (psf) -45.9 -46.3 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 ( -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 7STOMER : Barry Sugerman Architect AB NUMBER : 020641 - Salyer Residence DESCRIPTION : Roof- Page 5 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** = 5.00 : 12 = 439.7 FT2 = 14.0 FT = 14.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 a 4 b DATE : 7/15/02 qh = 46.3 PSF qz = 46.3 PSF P = gh((GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 31.4 FT CORNER DISTANCE, a = 3.1 FT 'USTOMER : Barry Sugerman Architect DB NUMBER : 020641 - Salyer Residence i)ESCRIPTION : Door 1 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 ( -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** = 5.00 : 12 = 35.5 FT2 = 14.0 FT = 9.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 GCp ( +) GCp (-) PRESSURE (psf) SUCTION (psf) WIND LOADS WALL AREA 4 0.903 -1.003 50.2 -54.8 5 0.903 -1.206 50.2 -64.2 a 4 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = gh[(Gcp) - (GCpi)] GCpi = + 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 'JSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence QESCRIPTION : Door 2 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 51.7 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 10.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 0.874 -0.974 48.8 -53.5 5 0.874 -1.148 48.8 -61.5 a 4 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT V O-P 'ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida TJSTOMER : Barry Sugerman Architect DB NUMBER : 020641 - Salyer Residence .JESCRI:PTION : Window A DATE : 7/11/02 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 18.0 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 10.0 FT Kh = 0.849 Kz = 0.849 GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WIND LOADS WALL AREA 4 0.955 -1.055 52.6 -57.2 5 0.955 -1.310 52.6 -69.0 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 'ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 ( -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 7STOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence LESCRI:PTION : Window A bottom ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** = 5.00 : 12 = 4.5 FT2 = 14.0 FT = 4.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 1.000 -1.100 54.7 -59.3 5 1.000 -1.400 54.7 -73.2 a 4 b DATE : 7/12/02 qh = 46.3 PSF qz = 46.3 PSF 4 15 P = gh[(GCp) - (GCpi)] GCpi = t 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT 7STOMER : Barry Sugerman Architect JB NUMBER : 020641 - Salyer Residence ESCRIPTION : Window B WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z - ARBA.B ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 = 5.00 : 12 = 15.0 FT2 = 14.0 FT = 10.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 5 0.969 0.969 -1.069 53.2 -57.9 -1.338 53.2 -70.3 a 4 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, P.A. Tampa, 05Florida49 ''JSTOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence '2SCRIPTION : Window C WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 = 5.00 : 12 = 10.0 FT2 = 14.0 FT = 10.0 FT (22.62 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 1.000 -1.100 54.7 -59.3 5 1.000 -1.400 54.7 -73.2 a 4 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCP) - (GCpi)] GCpi = ± 0.18 11 0- 5 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT -ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, P.A. Tampa, 05Florida49 77STOMER : Barry Sugerman Architect )B NUMBER : 020641 - Salyer Residence ESCRIPTION : Window D WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 16.0 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 10.0 FT * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND LOADS GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) WALL AREA 4 0.964 -1.064 53.0 -57.6 5 0.964 -1.328 53.0 -69.9 Kh = 0.849 Kz = 0.849 b DATE : 7/11/02 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 16.0 FT CORNER DISTANCE, a = 3.0 FT • - -- -- : 1 I • . D ; 1 - ' , ' 1 i I 1 i Ii 1 , .• , 1 .--......i-■.-■ , ....4-•-■ Utt 1 I , I i ; ; i ' i i i • f '.% 1 1 , - -- - - • • . ! ' /----- • i i ; 1 . . i 0 r ! 1 • ' i , .0 1 ! t • ! • ; i -!'.. 1 ! •P'ftimmortiowraimonsi! i i 1 ; , ; . . ! t ...... • , • t ! ; , . I : ; ! • . 1--- ---; • --..! i 1--Eieq>—.-- • i i ! 1 1 !! . ., • , i . , , , . , ' 1 r, • ! I i i 7 ; ; . • _t • - , z : . I 1 ; ! ; ! j ' i ; ! ' ; ) 1 - ----- 1 --- M4:2■; Oir i : I ! I , • 1 • g. ' • , 1 i i • ! •,• ;+-14--4-4 •'11t'l'i'!1';;! Gig "Iiii I , ; i i •• 1 . .•1 1 • i 1 , I i ! 1. 1 1 I ; fijI4 , 7 . ----- t • .— 1 1 • , :; i 1 1 I i vii•Acr 0 4-1-- ! ! ! ; , ?•,. ! ! I i_l_______4, , . ! 1 1 i 1 L ! .; • 1 ! , _.: ' ■ ' 1 . ■ 1 I i - I i •,-- 1 . , 1 . i 1 • ■ • j ! . q i t. ; 1-- , •__I 1 1 1 11 i l ,I , I i li i • i i ! i t I i i I I 1 ! . ' . 1 ! ' I i 1 1 i i_ 1 I 1 . 1 • t , -1— 1 ; • i I I : i 1 • , I , . i . • t i j 1 ..'"; ' ' 1 • 1 1 . 1 ' 1 1 1 , - ; ' * I • • : ' ! ; ! t I ' - , 1 1 .. • ! = ! ■ t i I ' i ' • •----■ . . .. •:. , i ..... L_I____1 L ■ . . I • ! , ; i 1 • 1 , LC . 1 A.• j 1 • 1 1 1 LI • . I ; i ' ; I I ; , • — r.,c , . i i , i i : ; ; i • : , ' I , , , 1 1 , • • , . i 1 I • 1 ! .4.... • ifis • I I I II • i ,...._ , . I i____ i . " ! ; • . * ! 1 -............. i 1 A ! . I ; 1 . , • . . 1 , . 7/44-3- ! • ' ' ! 4- i _____. 1 ; i i 1 • 1 1 '' $ . ' / !N 1 ; • , ■ ; c• ; ; . . , . I ; ' C) i tol . . I i ... . : t-- . , ,_ , • • • . • , i : ; . • , , • : , i • I i , • . . , , : , „ ,. , : : : , , , • , , , , : . NV JOB ARBAB ENGINEERING, INC. SHEET NO. OF 45 - CONSULTING ENGINEERS CALCULATED DATE 7111/0 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY DATE v Eii...oits..D., . , f , . ,. i . i ,, ■ i i. .,-. , I ; 1 -ki_C• i A sti m •, , i ,. • '1 i i 1 1 i i ■ i•• .1 ..., : : ; i : I : : ; • ; 1 • ; I . i " . , , .1...■-..-.1..- : . . : ■ : i r . : : • : : . ' • . . : . . ' ' i • : . r : - 7 '. : . . . . . . • . • . . . : . . . . . . : r i : . •--. . . . . . • . . . . I I • . . . I . . . . • -.-•-.-....-. . • • . ... . . . . . , ' * ---j ...- -.. . . •■• .. ..,.. . . i . : 1 ; r . . 1 • -4 : . . 1 I ; i • I i ! 1 i . .• . . ' 3 , : 1.-.1" I i. .. . . . ■ 1 : , . I , • • ■ . i . 3 : 1 ! • . . . . ; . , ; . . • 1 1 ' 1, I I i •, . i • ' • ; . . . . . ; . . . . . . , . ; . . . i • 1 i I i I j i i r I i I i f L ' ; 1 I I I j fi 1 1 1 I I i i I i i ► 1 1 TT j / A - I I f ; ! { f 1 E l I _ 1 f i ' i I S 1 I 1 1 f � I I i --a- 1 1 ? f i 1 I I I ; I i 1 ' L i I 1 11An I, i I i li• milt i,`! , 1 I I s, ' ; I d-L _ I, 'It, i I 1 1 1 7 i I i 1 )4. I ■ " I.1 1 1 ; ; 1 1I. I' ; 1; Y i 1 1 i l i l i 1 i 1 1 , I I ; ; I ! ■ 1. I 1 I I I I i j ' i I 1 1 r 1 1 1 I I L.' 1 I I • I I I � {{ r I i 1 i i i 1 1 I f 1 E - -I ! • I ' i i 1� 1 i i r t ' I I I ! I 1 i - -f- -- ; 1 ' I 1 1 ( I 1 1 i i 1 i I i I I I 1 1 1 1 1 1 1 1 1 I I g l I 1 i � t I I 1 1 1 1 !( 1 ; 1 I 1 ; I I I i r i I i ; { I I 1 1 I ; I I 1 I 1 , I 1 l 1 1 1 I i I i 1 !- 1 i 1 I- r i I 1 I t I ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE 1 DATE DATE 7/ l'/ fl ( r 4 . ; : ! . 6 ---- ( ' ) --- I; ...i: : i ; • , 1 1 ■ 0 I ! i I . ' I ----- ----- I j L- 1 !! 4 I ' I- I , --4- - .• • ; i : • . • ., ---...-L ! • '—• ---- • : -----• -! ---- — • ____1_......__I I 4 , : • , , : , 4-- -7— , r) r-i r i Cov• • — 7■ 11 i -' 7 , r et11:1 1 1— I ' ! , ' • • 1 i ? -- n r ! ! — 1.'--1 iv i s .1 4 r !' • r • . , , , I r 1 1 , , • • 4 ; , 1 I fili11:1, 1 1 1 1 1 i L 1 1 1 , • , 1 1 1 • ■ Ilx,,,,,t 1 , i , --T7., p • ! I _ I i l i ! 1-- 1 i OP , . , 7 I , i I, I , , , 1 1 1 . 1 i 1 ' ; 1 i 1e 1 1 , I • ; i ;, , 1 1 1 1 I , l° 0 -------- ..t. x ! , • ... . i , ; E 1 ' . --1--------1----- ' . i • 4 _L4 IT; 2 I I v s ! _I i I 1 •, 11 il ; 1 II 1 " . . . , i 1---- I , 1 1 ; ......1,... , i._ ; , A_ c 1 i EL 3.141_2 l_c14_____ieLl___J : . , I ! I 1 ;;i1:: 4 • ....... • , ; Ili; 1 i i! I- •• . t t • L ' i i ----. ; 1 i ■ 1 ! ! ' ! i . f ! • I 1 i i i 1 • . ! 1 ! I ' I . '. i I ' 1 i 4 II i I ■ 1 i . 1 • L , , 1,___i_ i 4 • ; r : r illi i 1 • ; ; , ; ; r _.. g • ! i . • ■ i I I ! ! I I • I I • 1 • , ! I 1 • 1 • • t i I i I I 1 1 1---: I I 1 1 , 1 1 'Ili • 1 ; ; 111 1 ' t 1 • IT v I' •I .„.1 N ) . I I 1 i . i I 1 cl! 1 1 ' 1 L L - I 1 1 . 1 I LI 1 I 11 I , -T- 1 1 • ! . , L ..._••.,..._•1„__. „....._d___,___i__i__. ,, i I 1 P 4 ... • , ■ i ■ i I i — t . • • ! i I , ■ i ! i . i ■ I ! ! i Z t 1- ! . 1 ... Ai .• . , ■ a N . ; ..... ...4 • i 1 . ; • i , i . :i I fli r 4o. I all ....! • '' • ) .0 AC t I il •. i , , ! i 1 .-...---131i t-s= 1-f ,......„ _ i ; :. . . , , • , . . . , L._ . . . . i . , . , . . , . . .. 1, , _ _...i....._ ',....___ • :s. :,,,,,.._. I .... . , ; ; • •; 4 -__ z _ _ __ !PI , : ,. . . . , ,-- ; ' . ! • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 • • • • • • ••• ....--1.-w ',. - . -- . • 4 - !----!•-• -- -i----;,---- -•• - .-:-•- ..:_•.....• — ___ __.__[___!__i_ss. _A__ : I ; ; . . . ; , I ! , I ! i ............ 1 1 ' ,._1 6 16ts../ L t c I I ! 1 1 i I 1 1 4 , 1 i . , JOB 54 rEif Xc 4 - SHEET NO. I OF -45 CALCULATED BY DATE 7 / 07. CHECKED BY DATE SCALE ,(---; i ...4 j )-- t * , "vt, 4.- ' ■ I i ; 1 , , , . • _ ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 JOB SHEET NO. 1 4) CF 45 CALCULATED BY Q a--Si % DATE 7i(4140 7 ' CHECKED BY DATE SCALE ,-----?--r- ;p _1 %.*%> ! . . . - ---,. - -..---- 1 ! - 1.----1-. i c i !.. r''''.-. I I ! --t i--2-i--4--1-11- ; ; • ---..--_.,_____:____L____1 • ; , , • ; • e 1 I 1 • i I II L___i 7 I 1 1 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 JOB SHEET NO. CALCULATED BY CHECKED BY DATE CF Vitt/9z_ DATE , . . 1 t 1 f 1 1 i ■ i , , • . ' : t ; _.:, ! ■ . i ; i . ; 1 . ; • , 1 ,. , . , .. L j.. , • : . ■ . 1 ! i ! i 1 , , - .. • . -------'!----.,------;-------..:----;.--1______........._ ! .....:_......, ......1 - i ; i......-.......;_ ! , t : i , i , ■ 1 . , ■ I I , ,-- : 1 . . i ■ . . -4- ! , • 1. . . . , . • -I . : I . . ; : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 1 ..■.■. .--• • ■•••■* +4■■■•■• . 4 ....._i -e- ______ P I t t i A ; ...._ .i...._______„._•_. ...._j___. ... . ; Sit-Z_____i_____: .... 1 ... i I 1 ! i 1 ! i- b : I !c• I •'- -7 5 , 1741 ;-1------4-2. '7.-----ts___7.___j__m 1 ! orv...fr _______,_ ... „ , i " i • i , 1 I 1 1 i i ! fi ! t- - -I4- ---; ---: 1 ! ' 1 , 3--.i.--......- - j-- , ___ - _ E.....1, i i )117 5r ..17 ; 5( r---- (z. ; .., . ! 0 ......_.... ,_ • • = ___:. 1 , JOB -,AL-yrif 8 ff* SHEET NO OF CALCULATED BY DATE 7/14/kz CHECKED BY DATE SCALE -4- I — . 1 ! 1 i I i , • . , L . I ' 1 1 ! .., ---1•=. ! i • I -4— • B i ; :45 • • • : : 1 • • : . , , ,. 1 I 1 11:7 1 1 I 1 i 1 1 : ; ! ,, i 1 ' 1 i . : ; 1 , . 1 i ! i ! 1 1 I ! v j 1 1 : • • " I _. ! ; . . I : • , , i , , 1 . . I ; Ze4 --11,--61, ; , : I I I . I ; ; . ! , . . ; t , , ; I . 1 I I 1 1 I L.. ,. , 1 1 , , i I-1 4 I , ! ! 1 ' 1 " 1 1 ! : I 1 111 6....,, " "III!! 14 I pl.!! _ ;k --9( 1 ..4 It. )------ .. -&-ish•••. , 1 ,•, • 1 , . . • ,,,,, : . . 1,; 1,;;; ,,, •,' !--- I--- I ,. ,. ,. , i i il '2' 1 i _L_L_ I 1 j , ,,, 1 I ., l i 1_44 --1 4 I i id 571/_ ,, 4 ! , I _ r ;1•; 4 ri , i 1 1 I 1 ;.• , 1 , --• , 1 i . . i- . i , . • I,' , ; " ' I ; , , L____.., 1 I I , 11 1 I 1 I I I • ' ; • : ! ; -f--; • I IILS" 11 11;1 , 1 - ---- i 1 I , 1 I I i I r 1 ii_v4 i., I 2 •---1.--;;;1•1; .__, I i• iiilli __4______! ! i ! ; , ., -.. t i : , i " " ; • • " i i i 1 • , .4.. i —4_ 1 1 . • • . i ! , ■ i ____L___...--- i" 1;1 _;;!•-•!-• 1 : ! 7 , I • : . • . i 1 . . . , ' ' ■ t . •s=1.11 , 1 , , .. ,,, i • I i• i , i ' :,:- " I , ; f __ :t !di 0 1 I 1 k^7r7 h "Yli s I I ! i n 3 2 P ocv•-ix--:1-1 !./ f . ! ! • --t- ; ; ' I : . ; • I I i ! i 1 1 J---! I i ! I ■ -- Lx i : I • , 1 I ■ I I ! 1. 1 1t4 I 1 ..'• 1 4.. , . • i n , t - 1 • i 1 , ; 1 : r . j , ! I .."' i ! i .I L i l • ; N . . . , i , , i ! I : V 1 ' ' • . ..1 ! 1 ! ; - • • 1 1 8 , r- , i , . j ; . ;,-.'• 4 4 " : —i-----L-- " I i I i t 1 , , , i 1 4 I i ...... i Z. I ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY SCALE JOB SHEET NO. q OF CALCULATED BY___Ar_s=„io.„2.___ DATE 71141 d o DATE 1 1 : 1 Er i 1111111 1 IL , I 4 --, ■ 1 , j ' 1 i i ! i • ! : ■ . 1 ; ... tEl4.__fiR'5.ziw'et:e l_i_t_l..Q___IG4_ ; . 1 , , 1 I --;