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HomeMy WebLinkAbout37125 CULLENS TRAIL L��,''12;1'�96 2F:�_ _1'�-y91-����� E�r-;'r' 1?I!LrSGE P/�GE �1 . ` • -- _ �� � ��t -�c-� �"� , ' _ � � �� � _ cORM�O�u►rE OrMCE � ���� e�4 sa a�c a.a. eox z�e� 7AMPA, FL J9A23 {A�3)ti?1-IA11 FI.QRIDA E9�Itd�ERE� �G�t;�TR�i'"I�N ��Ql1C'�'S CORP. FAX LINE: (8t3)921�06T1 ;�ep�Yerhills Building Dept, Ref: Whale,y/I-tal� ReS. o��,s��Ng_ Lots 61+62 Silv�r Ua�:s �ubdiv. Bay Vill��e .Builders casr-cRErE rnMRe► P. 0 BpX 2458� TAMPA, ���� ' - ce+a�ex,-ae�� FAX LINE: (813)92t�S71 I��a r Sij'S; ' d�'/i� Tr�ss �'om�;�t�y �upplied the roof trusses for the aba��e mei�ti�ned t�ouse ar�d �t�us h,�v� suppCied the truss engineerin� �f•hirh is �t the jobsite. W/0 LUMtAER ! TAU8$ �T�Y�S� (�t'a�VlI1�,§ Sh0�4� A�t the ��ertinent i�formatian inriuding t�� '•2019 SF gd ��ES�, F���-� reaction Iaac�s �t the p•e�r lan�i beam. 7'he type �-lU truss h�s � PASCO(800j 889-3',}?� H�F�BQ�OUGN�. (3'9���h reztic►n of Z,1691bs, and t;yp�3 ��-9 thru A-6 has a re�tian �f 1,8�99 lhs.each. The r�ar �vocaci b�ar�t �ias :� uniforr� losd 960 Ibs. per foac and a re�ct�on uf 6,72U 1bs. at the bearin� of the be�m if a cei�ter � suppo�•t colurt�ls is us�d, C)f co«rse if more than one s�ppo�-�t Culunan is used, tt�e�e� $igu.r�� �rauld be reduced. Sincerely, .�� Bruce '4V. Field . ,. �GL�. YJ 01J-771-i =__ L�itiT 1•'1LLiti'7G r�H�qt GL I [Z j�I_i��.m_ y'r�T-i.�Ll 1 G.j /`�'�l I �;4i �.�/96 �° : 43 : 22 E».ds ��am-',,,.a�_��-n; Lc;�i: i,ve-r. Entir� � � - pciii W ' I R� x R� I L V ' UrnaxOx: � 168_ ,Q Nm�xLx= � Def ��&" ' d ``�� DeFinax�K= . 84. P ' [1�] ,� . w [1�/.�.n] 8(J . � rin] 168 . :� [in) n ti �1.TZ ( �i . x [ln] � ;� . F �PS-� ; . e-1-�IC�7 T � in^4] 1C). � [ in.^:�� 5 Rl [lbl 6720 . . �.� [lb] , rila �I1 [lbi n/a `J? [in] ri/a :'x [in] 672U . '�i1 [in-lb] i_,/a :�12 �in-l�i] n/n Mmax [in�lbs] •-1 . g,;k �,,�.+�j��;; MX (in-lbl �� . d�lv�+0(iS , ->e f;tiax [i n j -(i . �5 31 ;� �efx �in] n/3 �ef�_L (in] -C; . 5��1=� :trmax [��i] 3 . ?�3^c�,,04 � ' r � � , CORPORATE OFFICE 6324 SR 579 � � P. O. BOX 24567 _ �E�� TAMPA, FL 33623 (873)621-4641 FAX LINE: (813)621-0671 �LORIDA ENGINEERED CONSTRUCTION PRODUCTS CORP. DIVISIONS: . /" CAST-CRETE TAMPA Bay Village Builders � l � • G � � P.O.BOX 24567 ref: lot 58 Silver Oaks L� ��- TAMPA, FL 33623 - FAX LINE:,6(8 3)621-0671 Zeplierl�ills To Building Inspector: W/D LUMBER&TRUSS The application of the WM412 Simpson hanger,is being used properly as a top ,�o,s sR ea flan >e masona han >er to hold the wood beam. Tli�copnection of the flange to ODESSA, FL 33556 � rY � PASCO(B00)868-3327 the concrete tie beam should be with a sleeve t e ex ansion bolt. Please call me HILLSBOFIOUGH (813)920-6653 y� � FAX LINE: (613)920-2967 if you have any questions. , Sin erely, ,� , J ��� � / ,��6.� ����-�� Bruce W. Field W/D Truss Company • ,. (i) 18 CAUCE x 2' U–BAR � CENTER EACN SECTION I iUP BRACKET 2/EAC/MUNTIN �C TEK SCREW 1/4'-20 z 5/8" LC iEK SCREW 18 CAUGE NARROW FiINGES • ' � (i) REpUIREO EA(:H RULLER DRACKE[ . _ t/4-20 x 5/8' !.0 TEK SCREW (4) REQUIRED �IINIAIUAI ON EACFI ' �OP dc BOTI01.1 ROLLER BRACKET. ' o . - � I 1 �-20 x 7/8 LG TEK SCREW �l — (�) REaUiREb EACH ENU HiNGE, u u (�) REWIRED$EACH END HRNGE � . (�) REWIREO EACH C£NTER HtNGE 18 GAUGE NARROW BODY HINGES � , e e ' • _ . 1/4-20 x 5/8' LC. TEK SCREWS (2) REQU�RED AT EACH STILE. o � o i 20 CAUGE END STiLES & IAUNTINS � � ' BOTH ARE 2 3/4' S41DE. � . . I BOiT0A1 BRACKE7 ' I 1/4-20 x 5/8� lG TEK SCREW � EACH BOifOFA B'RAGKET� i LOCK (OPTIONAL) � . � �O �\ O .Q 10 � l. . �. PVC ASTRAGAL 8'-0' dc 9'-0' (2 PANEL) '"' 3/16� z 3 16' LC BREAKSIEIA RIvET. (1 TOP ANO 80TT061 II • SECTION 1AA10E–UP: EACH STII AT EVERY S11LE �� S'-0" HIGH – (5) 19.2� SECTIONS LOCATION. �_�_ 7'-0" HICN – (4) 20.9' SECTIONS . 6'-6" HIGH – (4) 19.2' SECTIONS � a O • , . 9x8 DOOR SIZE TESiEO TO 110 lAPH (2) PIERCE POINT SCREWS FOAMCORE — MODEL 37 STILE ATTACH. DETAIL �...K� 8' & 9' W I D E /SF-37-1 ' ��-�• — 8 � � °RA"'�� T. SHULL °Ax 9/27/93 '�� 4 OF 6 � � APP9-4VED BY:' ��-� 9(30(93 .-- ..�o.r x.� ^°'�." �--- D. MONSOUR, P.E. VARIES 1=1 • • L NOTE: ALL TRUSS TO WALL CONNECTIONS - _ ► ARE TO BE SIMPSON ETA20 OR APPROVED 80' EQUAL FOR MASONARY AND SIMPSON H5 __ .8" OR APPROVED EQUAL FOR FRAME UNLESS 24 �----9'4" 4.4' e �� [ NOTED OTHERWISE ON TRUSS LAYOUT. m I TSIMPS4N 1ETAZO W1D � = S I s Pry Z N �1! � I i I _ i _ s 0 �IMPsorJ HGT-3 Al 12- PCY C R e I LU TS t *SPECIAL NOTES* A2 _ *NO BACK CHARGES WILL BE HONORED an FECP co. UNLESS APPROVED IN WRITING BY AN _ A3 _ I I OFFICER OF W/D LUMBER & TRUSS CO. V FLAT CLG i A4 *CONTRACTOR NOTE:* S3R�Ag qT FTZ! 441 , I *TRUSSES MUST BE ERECTED IN ACCORDANCE _ 7oP ti .{.�� I_ ----\----------------_____ BM's gY 6LD2 WITH HIB-91 SUMMARY SHEET. A-r ENTRY Iy A7 , ToP A-f II'4 " OFz+ U � A8 I ~ H '3 FPi E' H � � A9 $M 8y FstDt'C 1! AA i I W U x Z I [-+ [-'.W f-i (i . ,� z a x o i BMS BY BLDR VAULT CLGH � Af+ � : _____ ___________ p12iTir ;Z I i Hu ' o i I I a _________ J29 ism Bs I ! i i I ----- I Th ____________________ :o �pl - + FLAT CLG i z- I N Ali SIG OC 6q KS 1/11111111 A20 4 H. A A20 H4 H A A �4 ` *SPECIAL NOTES* '4if Z i 'ith a V I Lc A G€.. L R S *ANY PARTY WHO CUTS OR DAMAGES SiJ l3 i r.� d11L)ii -' _L A TRUSS SHALL BE RESPONSIBLE FOR I i i £JJHALET 4LL 42ES THE ENGINEERING DESIGN AND FOR MONO ALE THE COST OF THE REQUIRED REPAIR! PITCH_ _ _ _•TC `t B.C_ L A D _s4 9'4" 43' 27'8' TAILS PL . Zf__Q1" I BRG.8 �-- 22' Ht� sPAN 1 22' r spy+ —26'8. SCALE/0"= I " DATE I/ lz.ol95 DRAWN BY3LB REV, ?G I of 3 _ 5'6" 5'6" H 5 5 _________ :' 13'10 13'10' —1 5 i/ 5c cl5 F 27-8' 5 7 a 5 CI � CZ 16'4„ LoT Ce + � � z-- su v .2 OAKS 6'10„ ©+® 6'10" -- �I 5 f� 5 WID �A ViLLAGF 8c.��ls WH4LEY (BALL REs, _ p 3 PITCH- T.C. B.C_ LOADSi� Lumun & Tnm TAILS 13 8 � FECP co. SCALE^'/a/= DATE ti/zo/95 an DRAWN BY n6 REV. P G- 3 a P 3 - � 15 14 H sv vs I•UD `Z Ita D / `l.0 — A q — — — — — �_' ULJUDUIU • 2.s _'-- .tom$ A 25 23 StLuE2.: oAr4,S AU 28173 3 v vs X2.3 dTT�VSS TAILS 0_C.A4h H.J(o" BRG.B" an FECP co. SCALE^'( - I "I DATE z.o 'i 5 DRAWN BY 7 & REV. PG 2oF3 ,. ._ ---._-LLB_ ��_11 i 96.40' 75' rr — 1 C21=24.5" _T L OT S 61 & 6 S1LVER OAKS N _ 25 _ } t ( WHAL'E-L-Y/ HALL' RE S . ) 70•-6x 117.64' 117.54' �1 -�° dri=veway cone. 1 i 4 as shown - r �1 51t 1 35' ' 1 \ C2=34.5 EDGE OF ROAD C .Y N. U=s CULLEN ' S TRAIL 6 u ` WINDOW d' DOOR SCHEDULE: 6 u?tiis h%gh 8" glass block 46J WINDOWS: w 18" «. ebrow ahoy CODE WIDTH HEIGHT WHALEY /' HALL RES. 18C 69 3/4" X 50 5/8" j ti 18F f8 s/-i" 1 75 1/8" �q h 70 24A 27 1/4" X 25" } } ' 24B LiiII 24DE4E24F3� J0p ¢On 3«A( `\ f�r« .h style o^S_B 3/9' l_l Ii 37 3/4' X 50 5/8" 82D 87 3/4" X 5tr 32E 37 3/4' X 63" I 1 3."7? 37 3/4- X 75 ;/9' I 48A 64' 128' 46B 54' X38 3/`8' I f ! b tat josnt tea rered 46D 54' X 59'46C 54- 1506/8' I fixed gkus 98 tagh. 5 f C K� S CODE ryp—r R.O. = 1 2' PrehuAg 2'2"X6'10" f 3 2'4" Prchung 2'6"X8'1t' c7' 60 Prehurg 2'8"X '10' 1 II — 4 2'8" Prrhw g 2`10.6111' {1f I' 5 2'1 d` I3•ehtsrtg 3'X+S'f 0" —— i ro 6 3' Prchung £OK 10 f'6" B1f,4d I—,rX6":Y t3 20 2` Bifold 2`f'X6'9' } ' 3 ——— T a I e tm 80 2'6 Bifr1d 2`7°X6fr } } 40 3' Bifald 3'i"X6'9" 1} 30 50 4' B-fold 4'1"X6'J' a ° 60 5' Bifoid 5'1'X6'9" a }} o L } 100_ a, 400 .2'6" Poea:et Per lrarie � �. \ c""i 600 ,2'� Pockst Pcr pra,me I I. v 700 2 00 S'1Pocketkrt Per ' e SLIDING GLASS DOORS: ` p vt�o CODE A''IDTH HEIGHT ff 20 —— 523 61 3/4" X 80 3/4" IbYG x•———`� \ r�i[c� 52B 61 3/" X94 S/4" 0 62A 73 3/4" 80 3/4"} 828 73 3/4' X 94 3/4" L . 824 .973/c1803/4" r ,o klo \ Q 825 97 j/4' X .94 3/4' 5711 o POCKET SLLOERS: 17"I CODE WIDTH HEIGHT i } s t iA 38 -3/8" 1803/4 i} 8 j 4/IA 503/8' 1803/4" ( 3115 38 t!" X 96 3/4"` 4 0did C�V i0 ' ) }-J _ VYY 4118 608/8 .S' 963/4" ( �� } / f8 egefrrr i 5113 62 3/8" X 80 314" t:. L _--J 50 � 4 (l 4 vvxc _ £ —}}} ben^hm¢rk stee 511E 62 3/8' X 96 3/-ri'. enc ark.glst 6214 SJ/4" 1L S1J Y 42F 32E / t 69YB r/ 3/4 X EM 3f4" adegciahca do°r 32F 52F 821A 9 /4" � 96 j4" r z 16 e sbi-m Lighs rr'' f8" a ebrGu 8 1203/4- 1803/4- 2 " - - / c• R / 10�21 215 903/4" 1963/4" fA 0 3i 4" 1803/''4" f 1 a above above 60219 120 3,j4 Y 96 3/4" 622 A 74 1 2" f 80 3/ 622B 74 {/3" 3901/4' 8224 98 1/2 ._ 80 3,64" 8223 02 98 /2"fJX303/ " 107.28 f2? 1/2" X 08 3/4' 93/ a 9siB 107" X 96 . /-?' l y 12214 143" 280374" } I 12318 143" X 96 S/4' / ) 1533 679" Y 80 &/4" D 0 W /. 1S3fB 173" X963:4" 1242A 143 :c X $0 u^/4' 12428 f 4S (/2" X 96 3/•l' !) GW y ¢ 164 1, 191 1/2" X 80 3//4" C1 18433 191 1/N X 96 u//4" -` L�' 20423 %39 1/1 1 80 3/4" T u 20421 239 f/'2" X 96 3/4" LEGEND: 7T , LIVING 249? 1LT] j�qA �7AG�e SF 3:r:g S; GARAGE�.t:i 773 . 1 tt,.f 1& ti,./ 18 CO V. PATIO :265- T eeLrow eyebraw a I E 1 kL 1 �� abax CO V ENTRY 37 @ Canyr1gh t /995 Btr-y 1'iUa.ae Builds rte, Inc. TOTAL 35 12 ' 7 "1 STQ tiS 'k: 71f>S L. NDA HALE/ 1 S C;L0 ALL 7DD 7 : SILVE,R -MK, `,n� A ; 1 1 ./ Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.