The URL can be used to link to this page

Home My WebLink About361 Bella Rosa Cir\0 ^ Application No: /./ 0 D V Docume�' fr; .rob Address: 3(D I Parcel ID: o2•q- tq - 3i - �o� -CY>oo -- 6 15 0 Descriptiou of Work: N Ew SF_g• Plau Review\ Contact Person: Phone: (`it 31 4-1 to — U ju rJ e - CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION action Value: Historic District: Yes ❑ No � Zoning: Title: ij,e iu7 Fit x:L-1a-�l Property Owner Information iNanre LE"n,H�t nor-A_Es-- L1 C Street: �'5`-50 1-GH-rw AVE 2( City, State Zip: F:J- 35-1 too Name Phone: (-(Q70 'rI9-- \-1,00 Resident of property? : Contractor Information Street: City, State Zip: Plione: (10"l ) -q-lq k -t y t Fax: State License No.: C (k: ` X 1 1 21 Architect/Engineer Information Name.- rIu-'3Pe= �oC1'hvne: � U�� INC a3 c C 1- - _ tar U� - '2 .�C- �. Street: i .-� :�. (')r�a.R(alerr�r�t�� P• c ? �` —-- City, St, Gip: -0 .��z.� �_ t: -mail: C-45v*,c-. P"k11 Q e I3r;nztirag C:vrrrparry: tjAk_ Mortgage. Lender: NSA _ Address: S �� i ?P, 04 ��, may'/li Address: - -- PERMIT INFORMATION Building Perurit 1--f Square Footage: _--�0-_��-- C'orrs2:ructiou Type: __ No. of Stories: No, of Dwelling Units: _� � �luvd Zorre: _��2 A�.F.c-C,kc�/1/ r / Electrical 13' Plumbing Cl Nei v Service -- No. of A-NilI)S. 4r e.. c:l1.�r•l trl� �t)iit T: iia�UP.I ?�{1U12'CCt r)d 11:'i4 ,iir:i�lsp`i3 L, 1J r• i (L) tNt,w Construction - No. of Fixtures: .Fire Spriakier/Alar m ❑ No. of Beads: -!� <i - 3; LD I CV W �t r T C/) Ln co u7 CMU BLOCKS FILL SOLID W/ GROUT TO 16" A.F.F. W/ NON STRUCTURAL FRAME VARIES PER ELEV. 12'-0" _ 7'-4" QUANTITY MASONRY OPENING FRAME OPENING rDESCRIPTION 16070 - 1 ---- +31.3/-41.9PS� DNV 164" x T-0" OVERHEAD BANCO GARAGE DOOR -_ 3068 _ 2._2.. 41" x 81" CL05URE5 I'dHICH DO NOT AL. , _)VI PA55A6E OF A T-0" x -8" DOOR 23 SH H.B. 2 ' LU 2 U-0" x 6'-8" SLIDING GLASS DOOR 1668 2 -- \ \-\l 1'-6" x 64" BI FOLD 1868 r I' ______ -_-.J r'1 L01 0 Q LL_ 20" x 82" A.F.F. 1'-6" x 64' BI FOLD 2046 1 D/W — 26" x 57" A.F.F. 2'-0'x 4.6" DOOR_ 2068 1 0 26" x 82" A,F,F. COVERED 2468 LANAI SINK 30" x 83' A.F.F. \ 1 _ 6' 0" _ Z-8" T-4"�\ � —� 6 an TO HALL 32" x 63' A.F.F. 2'-6 x 6-8" DOOR KITCHEN \ =28.71 31.3 PSF F-728.7 1 36.7 PSF 2'-6' x 6-8" POCKET DOOR 2868 2868 11'0" x 1010" Al \ 6068 SGD T- - 6068 SGD 1 94" CLG- 64' x 6'-8" DBL BIFOLD 6068 1 \ ---�- TILE 6' U" x 6' 8" DBL BIFOLD NOTES: 1) ALL INT. DOORS ARE TO BE HOLLOW CORE U.N.O. 2) ENTRY DOOR TO BE FIBERGLASS — - Al ISLAND 10' 9" 16`3" * HANDI~'AIL. GRIP WE -HOU P,,.. IN CONI 1yRY�'A 1GE BREAKI^AST ____._.__---- - L4, -------_----- ---- P41TH FRG : 007 R 311.5,x.3 ' _ - — OV PAILL 4 1EXTEERIOR OPEN!NO DIMEN5ION -- �, 11'10' X1 OV, r �GONP0P�1'-iANCE FAMILY ROOM \ z o 94" CLG TILE 168" x 18'4" j A< EORE55 NOTE: ; nl 9,4„ CLG 8'-5" T 9" 3'-6" 3' 5" 3' 8" _ CARPET I . \ V \L I = --------------- REEL `' / d '� \ _ —?r:r. - DEEP ARCH 2-04-8 BF _ ._ \ J 4' EEP ARCH �• 6" WALL T-6" A.F.F. n_ c0i \ T -O" _ 6", }' 9 PWD. BATH' f_ n �� 8'0" CLG, RLE " DEEP ARCH' ' 3 1/2;� E -- DINING ROOM _- — Oa 7'6"A.F.F., �r� PED. '1112" x 1 TO" 94" CLG CARPET 11 _ r - --` - LINE UP ARCH W1 CORNERS, \ 10 i 2' 3112" '1' 4112' ARCH WIDTH MAY VARY, _ ---- - OPEN TO ; 'I ARCH @ 8'A.F.F. ,\ T +29.6 / 32.3 PSF CJ F` 9__I ABOVE ; v - HALL $ WALL W/ WOOD CAP OR ;ARPET J RAILING PER SPECS. 5 '`' ; 2.8x6- S.C. �� \ --------------------------------- --- 8 DEEP ARCH (c� 8'2" A.F.F. .. — ----------- Doo , zo MIN. 4 - 2 OAR GARAGE — \---------------------=---------- ---: (A1 _ — ---- I 3 _ _ r — 2 a 9'4' CLG 1/2" DRYWALL Oil FRAME WALLS R-11 INSULATION IN FRAME WAILS 5/8" GYP. TYPE W' \Al - 1-�T` ON CEILING PAINTALI., SEE SPECIFICATION SHEET FOR CEILING TEXTURE TYPE �\ 12-2" F - - 3'-6 4'4" - 4'-7° --— 14'-9" —\ ea o" WALL. 14'-6" LIVING ROOM Al 1'-5" V 3'-9" s° D(241N 136 x 11'8"\ 94" CLG \ CARPET FOYER � —TILE-------------- -------------------------------------------- +311.6 / 37.7 PSF : � I :3-04-8 I 35 SH / +29.6 / 38.7 PSF 6-PNI - 1 I I I I I I I I — - 16-0x7-0 Q.H. GARAGE DOOR +26.4 / 29.4 PSF 16x16 S COLUMN (TOP @ 8'-0") - 4'-8" 2'-0" 16' 0" 2'-0" 20'-0" _ 1 st F=LOOR PLAN SCALE: 1/4" = V-0" - 1 V-4" d DOOR SCHEDULE DOOR NUMBER__ QUANTITY MASONRY OPENING FRAME OPENING rDESCRIPTION 16070 - 1 192" X 84" DNV 164" x T-0" OVERHEAD BANCO GARAGE DOOR -_ 3068 1 41" x 81" CL05URE5 I'dHICH DO NOT AL. , _)VI PA55A6E OF A T-0" x -8" DOOR 6068 SGD 2 74"X81" LU 2 U-0" x 6'-8" SLIDING GLASS DOOR 1668 2 20" x 82" A.F.F. 1'-6" x 64" BI FOLD 1868 1 Q LL_ 20" x 82" A.F.F. 1'-6" x 64' BI FOLD 2046 1 --J 26" x 57" A.F.F. 2'-0'x 4.6" DOOR_ 2068 1 0 26" x 82" A,F,F. 2'4 x 6-8` BIFOLD 2468 1 30" x 83' A.F.F. 2'-4' x 6-8" DOOR _ _I 2668 6 an TO HALL 32" x 63' A.F.F. 2'-6 x 6-8" DOOR 2668 1 f 32" x 83" A.F.F. 2'-6' x 6-8" POCKET DOOR 2868 2868 1 1 T 34" X83' A.F.F. 34" x 83" A.F.F. 2-8" x U-8" DOOR 2'-8" x 6'-8" SOLID CORE DOOR 5068 1 62" x 82" A,F,F. 64' x 6'-8" DBL BIFOLD 6068 1 501ALl TI RP�f 1NATE 1N NES 1E) E' )I'llST'S ;�a SAFETY E f1� 74" x 82" A.F.F. 6' U" x 6' 8" DBL BIFOLD NOTES: 1) ALL INT. DOORS ARE TO BE HOLLOW CORE U.N.O. 2) ENTRY DOOR TO BE FIBERGLASS — A REFRIGERATOR/CABINET Al F 33 SFI * 4312,2 6VARD OPENING LIQ IT'A'1'1ON5" 1 !NPIOATE5 T'flP OF Mrd NRf � REQUIRED a)APD5 ON OPEN ';AUE5 OF bTAIRI HAYS, 51R0" A.F.F. 5.F. RAISED FLOOR. AREAS, BALCONIES ANP PORGHE5 DNV F SHALL HAVE INTERMEDIATE PNL5 OR ORNAMENTAL INDIGA'IFE-5 TOP OF MASONRY 0 CL05URE5 I'dHICH DO NOT AL. , _)VI PA55A6E OF A 162 S.F. SPHERE 4 INCHES 002 rrIm) Of', M RE IN f-AAMETER"�-- =5ci4 LU 2 L U cXGEPTI0N5: i I. THE TRIANGULAR OPENINr56t1j 0 VIED DT THE J Q LL_ w R15ER, TREAD AND BOTTOM RAIL OF A (5VARD AT �X >1 INDIGATE5 BEARING MALL REF. --J BE OF SUCH A SIZE THAT A �!E fZE h INIGHES (15,2 w I� DIMENSION (rte O I �t V E N T iO N 0 TO TO 4-318 INGHE5 (107 rnrn) TO PAV? HROU6 1, - z ca an TO HALL Fj DINNING FOR THE PULL LENOTH OFHf-_ FLj()HTf FROM ,A POINIT\_4" f IF— FRAME HALL DIREGTL'( ABOVE THE "IOP R15ER1 OF THE ir-L1c3i 1(' TO g T o A POINT DIREGTLY ABOVE E OYHEt.�T RI5ETR OF "311E ROOM FL IC=HT. HANDR�:11_ ENDS 5HAL I'VE Pi T�1E'.i�Ii 1 op a n, ��?JTSIDE PAGE aP W- 501ALl TI RP�f 1NATE 1N NES 1E) E' )I'llST'S ;�a SAFETY E f1� NO; � 11''1.fr\1_. BLOCK TERMINALS A5 PEF FRG 200-1, R3.11.5.6.2 , * HANDI~'AIL. GRIP WE -HOU P,,.. IN CONI 1yRY�'A 1GE L4, PROM_OU1•50E OF BLOCK P41TH FRG : 007 R 311.5,x.3 ' _ - — OV PAILL 4 1EXTEERIOR OPEN!NO DIMEN5ION _1-4 A REFRIGERATOR/CABINET Al TILE TUB - TO 7'-0" DISHWASHERISINK 0AIC TUB HALL BATH 2ND FLOOR RANGE/HOOD Al D ARCH DETAIL c� !_IVlNG �J 42" HIGH MIRROR 22 SH \\\\\\ __. S ( IILE F I _ GARDEN TUB IF� � L I :H� MASTER BATHROOM A JSP..'fR.�L'J.W'IfW.IY+fui'.:':F4t F:T4'_^A+ieaa2.R.rn.U+4liJ:.JMfI5[.l'i'tWlfi-.:TISS.4-._'V. Wffi:iTM" ypCG_.e- _—,pyn..-_. _ F 33 SFI * 4312,2 6VARD OPENING LIQ IT'A'1'1ON5" � _� !NPIOATE5 T'flP OF Mrd NRf � REQUIRED a)APD5 ON OPEN ';AUE5 OF bTAIRI HAYS, 51R0" A.F.F. 5.F. RAISED FLOOR. AREAS, BALCONIES ANP PORGHE5 DNV F SHALL HAVE INTERMEDIATE PNL5 OR ORNAMENTAL TILE TUB - TO 7'-0" DISHWASHERISINK 0AIC TUB HALL BATH 2ND FLOOR RANGE/HOOD Al D ARCH DETAIL c� !_IVlNG �J 42" HIGH MIRROR 22 SH \\\\\\ __. S ( IILE F I _ GARDEN TUB IF� � L I :H� MASTER BATHROOM A JSP..'fR.�L'J.W'IfW.IY+fui'.:':F4t F:T4'_^A+ieaa2.R.rn.U+4liJ:.JMfI5[.l'i'tWlfi-.:TISS.4-._'V. Wffi:iTM" ypCG_.e- _—,pyn..-_. _ r UARD AND ' IANPF'AIL NOTE5 HALL LEG -ENE) * 4312,2 6VARD OPENING LIQ IT'A'1'1ON5" � _� !NPIOATE5 T'flP OF Mrd NRf � REQUIRED a)APD5 ON OPEN ';AUE5 OF bTAIRI HAYS, 51R0" A.F.F. 5.F. RAISED FLOOR. AREAS, BALCONIES ANP PORGHE5 _IZ�17 2441 S.F. SHALL HAVE INTERMEDIATE PNL5 OR ORNAMENTAL INDIGA'IFE-5 TOP OF MASONRY 0 CL05URE5 I'dHICH DO NOT AL. , _)VI PA55A6E OF A 162 S.F. SPHERE 4 INCHES 002 rrIm) Of', M RE IN f-AAMETER"�-- =5ci4 S,F. STRINGERS cXGEPTI0N5: INDICATE: -5 ``d AMED HOOD WALL I. THE TRIANGULAR OPENINr56t1j 0 VIED DT THE - -- — NOT TO EXCEED 25" R15ER, TREAD AND BOTTOM RAIL OF A (5VARD AT �X >1 INDIGATE5 BEARING MALL THE OPEN 51DE OF A 51-A1R1^4�,d A.RE i'E.RMiTTED TO BE OF SUCH A SIZE THAT A �!E fZE h INIGHES (15,2 mm) CANNOT PA55 THR0,1C l i l:` , I� DIMENSION (rte O I �t V E N T iO N ?. OPENINGS FOR REGGUIRED 6UAON THE 51DE5 OF STAIR TREADS 5HAL1.. NOT',,A! LOH A 5FHERE- TO 4-318 INGHE5 (107 rnrn) TO PAV? HROU6 1, - z - cr, ' * HANDRAIL5 FOR 15TAIWAY5 i o .11 DE CONT1111)01Z i FOR THE PULL LENOTH OFHf-_ FLj()HTf FROM ,A POINIT\_4" f FRAME HALL DIREGTL'( ABOVE THE "IOP R15ER1 OF THE ir-L1c3i 1(' TO g { co ,- A POINT DIREGTLY ABOVE E OYHEt.�T RI5ETR OF "311E FL IC=HT. HANDR�:11_ ENDS 5HAL I'VE Pi T�1E'.i�Ii 1 op a n, ��?JTSIDE PAGE aP W- 501ALl TI RP�f 1NATE 1N NES 1E) E' )I'llST'S ;�a SAFETY E f1� NO; � 11''1.fr\1_. BLOCK TERMINALS A5 PEF FRG 200-1, R3.11.5.6.2 , * HANDI~'AIL. GRIP WE -HOU P,,.. IN CONI 1yRY�'A 1GE PROM_OU1•50E OF BLOCK P41TH FRG : 007 R 311.5,x.3 ' _ - — OV PAILL 4 1EXTEERIOR OPEN!NO DIMEN5ION * ALL OTHE-P.5 PARTS OF TAIRIOULD BE IN PAI_iH FRG %Os f7 Z5115. ��OOR 1�'1 (' - 1- ��AN. NOTE. �GONP0P�1'-iANCE j A< EORE55 NOTE: ; E PWD. ROOM Al ^— M TUB I' SHOWER 42." HIGH _ TILE TO T-0" MIRROR MC TUB <:F HA1_.L BA�1Hf 2NL FLOOR ,MASTER BATHROOM _1 INTERIOR ELEVATIONS SCALE: 1/4" =1'-0" HALF WALL W/ WOOD CAP @ 43 1/2." 2x4 STUD WALL IS 31/2" A.F.F. OR HANDRAIL W/ BALLUSTERS ABOVE STAIR TREADSPER SPECS. WHEN BALLUSTERS\, p,- -81/2" AND HANDRAILS ARE NEWELL \ -' FLOOR USED PER SPECS. POST CUT ;%,, SYSTEM IrJT() CTAP \,.I," � \ M CU � LU C2 112 LANDING - �- Q v w �n a� ti r� LU L' HALL L AT KNEE WALL W/ WOOD - CAP,@ 431/2" A.F.F. OR 12'-0 112" HANDRAIL W/ -- BALLUSTERS PER SPECS, 91 /2" 1FA. FLOOR. L_IVIN6� I S.F. 2rd,* I: I��1N' 5.F. TOTAL. _IZ�17 2441 S.F. ENTIRAI' c ,7VEF,1r_-C7 L-ANAtI 162 S.F. (3) 2x12 WD =5ci4 S,F. STRINGERS � ` 2 RISERS + 1 TREAD NOT TO EXCEED 25" �\ (2)7.25 + 9.5 = 24.00" \ NOT TO INCLUDE NOSE. c� TO \ - z - cr, ' STREAK f { co ,- 24 SUPPORT 16" DEEP FLOOR r, SYSTEM FAST HALF WALL W/ WOOD/ (3) 2x12 WD ROOM \ cAP @ 43112" A.F.F. OR STRINGERS PANTRY \ HANDRAIL W/ BALLUSTERS PER SPECS. 3-6' 3-5 8 112 9' 1'I" 9'-01/2" SECURE STRINGERS TO SLAB W/ P, r. CLOSED RISER (WD) STAIR W/2 X 12 STRINGERS R. 16 RISERS CO 7 9/16" + 1 LANDING @ 7 3/4" = 10'-8 3/4" RISE 2x4 LEDGER ATTACH W/1 Od CUT NAILS 2X12 CUT WD, TREADS WRAPPED WITH CARPET '16 TREADS = 91/2" STAIR DETAIL BB BB STAIR DETAIL AA AA AI STONEWOOD STAIRWAY EACH BEOROOM MUST HAVE ONE iAINDOW THAT 601/IPLIE5 HITH E6RE55 GODE5, IF THERE 15 NO ACCESS TO EXTERIOR j THR,()UG-+1 A: 17004. THE HINDOW MU5T 1 HAVE A MAXIt,,IUi 1 51LL HEIGHT OF 4471 ABOVE FIN15H FLOOR LINE OF THAT j PARTIGU�LAR ROOM ALL INTERIOR, ANGLEE1 HALL5 ARE AT 45" U. N. 0. 155UANGE OF PLANS FROM TH 15 3, G1E516NERS OFFICE SHALL NOT RELIEVIE ME BUILDER OF RE5PON5IBILITY TO REVIEH ANO VERIFY ALL NOTES, DIME'N51ON5, AND ADHERENGE TO ADPL I GABLE BU I!_,D i NS- GODE5 PRIOR TO GOMMENGEMENT OF ANY GONSTRUGTION. ANY 015�REPANG OF ERROR IN NOTES, DIMEN5I0N5, OR A0HEREN6E TO A:PPL I C,ABLE I l_D I N6 G PE5 5HALL BE 1-3ROU65H 1 Tr 1 r1E A l TEN f 10N OF THE DE -51 GNILER6 OFFICE FOR GORP.EGI ION BEFOPE GOMMENGE"NENT OF ANY C ON5 !-RUCTION. ANY PEV1510N5 OR GHAN62E5, NOT FEL_A ED TO 1 FIE GORF IEGTION OF ERR(_)F,5 THAT ARE MADE AFTTL:,-J, THE FINAL PLANS I -IA` E: BEEN GOMFILF-Ta D SHALL BE 1I.JR-1EGT TO ADDITIONAL_ FEES. IF AN -1' 1,10DIFIGATION5 ARE MADE TO 1 i E5E PLAAN5 BY ANY OTFIER PARTY OTHER F HAI` THE DE-510NER5 OFFIGE, THE PE51O� dER SHALL NOT BE HELD RESPON:SI R -E, 4. C 3A�°'.A6E DOOR SHALL BE LABELED V11TH A PERMAiNE I LABEL PROVIDED 1;3`i THE MA NUF .AGTURER,. A EA TABULATION ------- 2440 STONEV,100U 1FA. FLOOR. L_IVIN6� 1144 S.F. 2rd,* I: I��1N' 5.F. TOTAL. _IZ�17 2441 S.F. ENTIRAI' c ,7VEF,1r_-C7 L-ANAtI 162 S.F. (.AAAA(3E =5ci4 S,F. TOTAL 50. FT. 5027 S.F. I ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 81.3.645.0166 f. £313.645.9698 www.danscoengineering.com 0 0 r� Ln LU zH j (,) "0 C) m wko e- QO douf,� v1 rel co zw2 z m LIS ? k - z 0 a U� cd V) �? �0 Q CD W U I a a—^ 1)J X ULA w !J ry U CV TO THE [BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECII ICAHONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMEN 1) SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXI'OSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=+018) WIND ZONE THIS DRA WINO AND OLSoN IS VALID FOR 12 MONTHS AF1ER IH DAZE If IS SIGNED AI ID SEALED, ICNED 1NIL)SEAILDrO'THE-IRUCTURAL PORTION OF -THIS U AWINGONLr. 2011 LENNAR CORP, -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LFNHAR CORPITRANC)H 2011 THESE DRAWINGS AND DESIGNS ARE THE .JOINT PROPERTY OF DAN CO ENCINEERINGi LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUfHORIM) USE IS PRUHIBITED. REVISION: DATE DESCRIPTION _- 01-12_09 1.00 2007 FBC UPDATE 07-17-09 100 2007 SIJPPLEMENT AR( -H. 3.00 ARCH REVISIONS FOR 09-03-09 _ OPTION PLAN 10-14-09 3.01 ELECTRICAL OPTION VISION 06.23.10 4.00 SALES OFFICE 2007 FBC l F IIPF)ATF 10.01.10 4.01 MODIFIED FILLED CELLS 11.0, 10 4.01 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05. 10 CA 2.5948 SAMUEL A. GREENBERG, P.E. #34245 j THUY H. HUYNH, 7 P.E. A60122 IRWIN J, BENSON, P.E. #49758 ❑ MI�,�':RIC�,yF�1M71C�1�, e ,(ffo1.0Y/�J•�s''i ENGINEER'6 * : w No. 001 . w SHEET TITLE: lsl FLOOR PLAN SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: xx A] ,2//I/fl C? +36.3 / - 39.3 PSF a Lu X ao r 39'-0" -T---------------.---------------------------r--_.-r------------ I I I L_ 6' 8" I I I F35.1 / 38.2 PSF I +35.1 / 38.2 PSF I - 25 SH ; +35.1 46.4 PSF 25 SH HD @ 7'-U" ; 25 SH ID Ca) 7'-0" EGRESS* i HD @ 7 U I -- -- EGRESS* - R/SH -----'I 2p. 0" -0" I — - - -- --- ---•- W SITTING ROOM s MASTER SUITE Q 8' CLQ w ; _ 12'0" x 19'8" CARPET ° I ; 8' CLG = I d cy' I =� CARPET I N. G`4 wic �• I I - 0 8' CLC, m CARPET N r I 1' 10" I 1' " r ° = - �G' u s, fG\. �t CAME ROOM FIT. M.0 8' CLG MASTER BATH 2-6x6-8 -- CARPET 13 14 15 16 17 H 8'0" CI_G, TILE `f' �� LANDING x v� 11 5'-7" � ,— " _ '> T -2" T.. 9" 6' 9" _ 4 4' TILE TO 7-0"�qVIN l6OPT.A.F.F. �o L W/ -I \ EAU 12 - f r� 6-m-8 BF IV _ WOOD CAP @ rP 0' -- -- - _-- ---- =- - _ - J. - 11 OP N TO 43 1/2" A.F.F. y CD - -- Al T-4" �� 10 B -LOW `r o R/SI-I c� r-- — T-0° R/SH (!J HVAC\ 6-0x6-8 BF TUB o HO111ER PAN 5 PER �PECS. �. - CARPET 2'_2" X 4'-9: � T 1" ,x, 3`-2" 1' 11" l _g--- ALIGN FLOOR JOIST - - -DRYER VENA' TO TOILET PLATFORM THRU R00 C, �., MAX. LGT 25'-0" / BEDROOM #_2_ BEDROOM #3 (---rte 2-8x6-8 . '1-8x6-8 2 6x6 8. -- --�F 12'8" x 130" 11'4" x 122"8'CL(-' , Y � LINEN 4/SH F - 8' CLG"' . � � Q? m \ �' - — - FID) ' al CARPET CARPET 2'1-T 4( BATH y ' C i D ALIGN FLOOR JOIST 8' CLG Iv " � 1 I TILE TO TOILET PLATFORM _ LQ _Q r`!J NON STRUCTURAL _ 1 , , ~A�. FRAME VARIES `x 1 =' LAUN. r` Jv X PER ELEV. � � ' � 8' CLG -----r 1 ' TILE HANSEN a 1 OX @ 36" _ 12 p 6'-5 3/4" A 6'41/4" _ 12'-10" F. 35 SH i 35 SH HD @ T -0"\J-++34.3 / 44.8 PSF ' - D T 0" x34.3 / 44.8 :)SF @ EGRESS* ; 1 12" SHELF OR EGRESS � 60"x30" CABINETS I ABOVE APPLIANCES PER.SPECS. I I I I I I -,� 9 PROVIDE PLATFORM ,� 2-04-8 - - - - 8 ` FOR HVAC UNIT @ m --/ 1 /2" LL OR 28" A.F.F. = N 60X42 Fri- IL WI HALLDROP IN 42"x36"- 6 LLU'STERS I - __.___ 2nd FLOUR PLAN SCALE: 1/4" =1'-0" \Ir �DO NOT NAIL LID DOWN -3/4" OR 2-1/2" PLYWOOD OR OSB 'F '# HVAC STAND DETAILS VENT THROUGH ROOF DISTANCE FROM DRYER TO VENT NOT TO EXCEED 25' SEE FLR PLAN FOR CEILING HEIGHT'S -J� DISTANCE EQUALS ONE STUU SPACING HANSON BOX _ RECESSED4' IL 1 FINISHED AREA o - - DRYER VENT �I —-4" CLEARANCE TYP. LAUNDRY DETAIL NOTE: RECESS IS TO BE DRYWALLED WITH CORNERBEAD AT 4 EDGES AND PAINTED COLOR, OF WALLS AI ALi^ LE6END AREA TABULATION INTACW-E5 -rOP OF MA50NRY 0 V -O" A.E.F. 2440 STONE�%100D 0 Ln INDIGATE5 TOP OF MA50NRY q'-4" A.P.E. 15t FLOOR LIVING 1144 IN016ATE5 FRAMED HOOD VTALL 2nd FLOOR. L_IVIN0 ��1 INDICA-(E5 BEARING 1^IALL D I I"/1EN5 I ON GONVENTI ON \_4"FRAME WALL {q OJT5IDE SAGE OF NOMINAL BLOCK - - �- 50 7L- .,C)1l E R.ETE) LANAd FROM WIi 510E OF BLOCK UVERP,I..L 4 1 KIFIRIOR OPENING DIMEN5ION FLOOFD,, PLAN NOTES — J,�4 E(3RE5?5 NO TES TO -i -PSL. 50. F: -i EACH BEDROOM MUST HAVE ONE HINDOH S.F. THAT GOMPLIE5 HITH EORE55 CODES, IF THERE 15 NO ACGES5 TO EXTERIOR 0 0 THROUGH A DOOR. THE HINDOH MUST HAVE A MAXIMUM 51LL HEIGHT OF 44" ABOVE FINISH FLOOR !_INE OF THAT PARTICULAR ROOM 2 ALL INTERIOR ANGLED HALL5 ARE , A"I" 459 U. N. O, — 155UANGE OF PLANS FROM THIS 3. DE5I6NER5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEH AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING GODE5 PRIOR TO GOMMENGEMENT OF ANY GON5TRUGTION, ANY DI5GREPANGY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENGE TO APPLIGA13LE BUILDING GODE5 SHALL. BE BROUCyHT TO THE ATTENTION OF THE DE51(%ER5 OFFIGE FOR GORREGTION BEFORE GOMMENGEMENT OF ANY GON5TRUGTION. ANY REVIJION5 OR 6HANGE5, NOT RELATED TO THE GORREGTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN GOMPLETED SHALL BE 5UBJEGT TO ADDITIONAL. FEES. IF AN-( MoDIFIGATION5 ARE MADE TO TFIE5E PLANS X3,( ANY OTHER PARTY OTT• E -R) THAN TIE DE516NER5 OFFIGE, THE DE`✓,I(_-7NER 5HA!-_L. NOT BE HELD R ESPON51BLE. fir, G ARR-�E DOOR SHALL BE LABELED HITH A PERMANENT •NT LABE! PRO',/I DED 1:3Y THE MANUFAGTI)RER. AREA TABULATION 0 2440 STONE�%100D 0 Ln 15t FLOOR LIVING 1144 S.F. 2nd FLOOR. L_IVIN0 12GP S.F. -TOTAL i_IVIN(5 2441 S.F. ENTR r 50 S.F. .,C)1l E R.ETE) LANAd 162 S.F. 6P<r AO -E J,�4 S.F. TO -i -PSL. 50. F: -i 502-1 S.F. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 8 13.64 5.9698 WWW.darlscoengineefing.corn a 0 0 Ln o O zM-) Gtm�v`D- o LJ ¢�{_... e o 06 W w 0 0 U m Q IL -O 0 Lu I°_ �-LU x W � -< CN U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCTURAL PLANS AND SPECIFICATIONS COMPLY WIII1 200% FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENI] SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MUPITHS AFTER THE DATE IT IS SIGNED AND SEALED. 51GNEDAND SEALED FOR THE STRUCTURAL PORHUN OF THIS DRAWING ONLY. 2011 LENNAR-CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT W RINEN CONSENT FROM LENNAP. CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOIN I PROPERTY OF DANSCO ENGINEERIPIG, LLC AND THE CLIENT UPI THISPROJECT. ANY REPRODUCHUN GR UNAUTHORIZED USE 15 PROHIBITED, -REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE — 0%-17.09 2.0o MO SUPPLEMENI; ARCH. 09-0309 3.00 ARCH REVISIONS FOR _QF[QILPIAN 10-14-09 3.01 ELECIRICALOPHON . _2LAu_RE`Zi LnH 06.23.10 4.00 SALES OFFICE 2007 FBC -- s�._2QQ9_SUH?LEMELlLUPDLfL 10.01. 10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES CA 25948 SAMUEL A. GREENBERG P.E. #34245 TNUY H. HUYNH, 4 P.E. 960122 o IRWIN J. BENSON, P.E. #49758 MIKEjAM@NE44,v f �NGINIEER SEAL' 2 No. ^ 122 w 6 E OF r •. �� s' �;ORIDP.• � �•�b® �` A ias m it1a SHEET TITLE 2nd FLOOR PLAP SHEET INFORMATION JOB NO.: 31012' DATE ISSUED: 02.10.1 DRAWN BY: X REVIEWED BY: X 12 IVVIC. IV VVLt\I I/'1IVV 11LL .JIVL.J SCALE: 3/16" = V-0" 4' OFF RIDGE VENTS LEFT ELEVATIO SCALE: 3/16" = V-0" 211 611 V-1011 �_ 4'-2" CUT/SCORED FAN DETAIL W/ 12 EQUAL SECTIONS SCALE: 3/4"=1'-0" I 8.1 I CUT/SCORED KETSTONE DETAIL SCALE: 3/4"441 SHINGLE ROOF (TYP. U.N.O.) RnoF VFNT grHmi fl F 3-0x6-8 DOOR STYLE MAY VARY REFER TO 16x16 SQUARE COLUMN —1 SPECIFICATIONS TEOTUREDDECORATIVE ENTRY ELEVATION FINISH SCALE: 3/8" =1'-0" 4" OFF RIDGE VENTS --. --_'` -::5-1 =L —1-F F --I _.I..I I- 1 CONTROL w JOINT r LL C3 u- w O a __ � w � O 1- c z L[2:5H] q —— T— — --... — r.I.I .IT I1— h Lu VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.R.C. 2007 SECTION R806.2 JOINT ROOF VENTS OR EQUAL SOFFIT VENT LOCATION SYSTEM TSQ. IN. (SQ. IN.) 1st LEVEL 24 24 ROOF/GARAGE — 1 st LEVEL 0 225 KITCHEN/LANAI L2 nd LEVEL J ROOF 328 328 3-0x6-8 DOOR STYLE MAY VARY REFER TO 16x16 SQUARE COLUMN —1 SPECIFICATIONS TEOTUREDDECORATIVE ENTRY ELEVATION FINISH SCALE: 3/8" =1'-0" 4" OFF RIDGE VENTS --. --_'` -::5-1 =L —1-F F --I _.I..I I- 1 CONTROL w JOINT r LL C3 u- w O a __ � w � O 1- c z L[2:5H] q —— T— — --... — r.I.I .IT I1— h Lu � J L JOINT C7 'O FINISH O 0 O C, � Fn of r m C_ :o r, CMU BLOCKS FILL SOLID W/ GROUT TO 16" A.F.F. W/ NON STRUCTURALFRAME T' OFF RIDGE VENTS it 25 JSW - SHINGLE ROOF (FYP. U.N.O,) 12 7715.9 4" OFF RIDGE VENTS k,uL_V IVUV `I J. peg u -v W �3 SH L LITE TEXTURE DECORATIVE FINISH — — —� SEE DETAIL 8/3111 FOR 6068 SGD — 6069 SOD / 'NEEP SCREED INFO. IREAR ELEVATION SCALE: 3/16" =1'-0" 3'4" I. 1'-4" 0 O u, F— S LL 0 LL_ O LL n - 3-0x6-8 W/o O Q 1-0x6-8 S. LT. v o x tY uw-) G Ocy� m CV NOTE: EXTEND ROOF OVERHANG G' (MIN) INTO ENTRY WAY (OR 1/2 THE DEPTH OF ENTRY COLUMN IF GREATER THAN 6") ENTRY SECTION A -A DETAIL ELEV. SCALE: 3/8" = V-0" FA SHINGLE ROOF (TYP. U.N.O.) 12 I --r, (ALL UNO) 16-0x7-0 O.H. GARAGE DOOR IT RON i ELEVATION SCALE: 1/4" =V-0` -- LG 8411) d 21 311 �J BAND a L!1 6" BAND F30 RICHT ELEVATIO SCALE: 3/16" = V-0" m' A SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn A Lo 4 O LLI O D � 0 a rn w Q k 1 Mz ry' GQ � 0010 � M (10 Q OU Z L E LU US r C) CD u co Q P� rV) EL 0 LIJ --J a r�- X -� w 1 W 0() U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, HIE SI'RUCI'URAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDLNTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND LONE IRIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER ME DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: misPLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PRUPERIY UP DAN= ENGINEERING, LLC AND THE CLIENT UPI 11115 PRUJL'CT. ANY REPRODUCHUN OR UNAUTHORILED USE IS PRUHIEIIED. REVISION: DATE DESCRIPTION 01-12.09 1.00 2007 FBC UPDATE U7-17-09 2.00 2009 SUPPLEMEN I; ARCH. 11PDAFES 09-03-09 3.00 ARCH REVISIONS FOR PLIC 1 PLAN _ 10-14-09 I.01 ELECTRICAL OPTION c_ 06.23.10 4.00 SALES OFFICE 2007 FBC 2UJ1_S.UEELEMf UT_UPQAT 10.01.10 4.01 MODIFIED PILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 HUY H. HUYNFI, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ MIKE RICHMOND, P.E. �'��M ,"y"nor♦�♦ . ` (1 ♦„ OA� v r•••o P. A ENOWEE � ,E� .♦ o! a� No, to ftsNS, , •q s'�_-- I0EeT TITLE: ELEVATION (B) SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: Xx A3 (B) CONTROL— JOINT CEMENTITUOUS 25 SH FINISH CMU BLOCKS FILL SOLID W/ GROUT TO 16" A.F.F. W/ NON STRUCTURALFRAME T' OFF RIDGE VENTS it 25 JSW - SHINGLE ROOF (FYP. U.N.O,) 12 7715.9 4" OFF RIDGE VENTS k,uL_V IVUV `I J. peg u -v W �3 SH L LITE TEXTURE DECORATIVE FINISH — — —� SEE DETAIL 8/3111 FOR 6068 SGD — 6069 SOD / 'NEEP SCREED INFO. IREAR ELEVATION SCALE: 3/16" =1'-0" 3'4" I. 1'-4" 0 O u, F— S LL 0 LL_ O LL n - 3-0x6-8 W/o O Q 1-0x6-8 S. LT. v o x tY uw-) G Ocy� m CV NOTE: EXTEND ROOF OVERHANG G' (MIN) INTO ENTRY WAY (OR 1/2 THE DEPTH OF ENTRY COLUMN IF GREATER THAN 6") ENTRY SECTION A -A DETAIL ELEV. SCALE: 3/8" = V-0" FA SHINGLE ROOF (TYP. U.N.O.) 12 I --r, (ALL UNO) 16-0x7-0 O.H. GARAGE DOOR IT RON i ELEVATION SCALE: 1/4" =V-0` -- LG 8411) d 21 311 �J BAND a L!1 6" BAND F30 RICHT ELEVATIO SCALE: 3/16" = V-0" m' A SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn A Lo 4 O LLI O D � 0 a rn w Q k 1 Mz ry' GQ � 0010 � M (10 Q OU Z L E LU US r C) CD u co Q P� rV) EL 0 LIJ --J a r�- X -� w 1 W 0() U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, HIE SI'RUCI'URAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDLNTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND LONE IRIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER ME DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: misPLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PRUPERIY UP DAN= ENGINEERING, LLC AND THE CLIENT UPI 11115 PRUJL'CT. ANY REPRODUCHUN OR UNAUTHORILED USE IS PRUHIEIIED. REVISION: DATE DESCRIPTION 01-12.09 1.00 2007 FBC UPDATE U7-17-09 2.00 2009 SUPPLEMEN I; ARCH. 11PDAFES 09-03-09 3.00 ARCH REVISIONS FOR PLIC 1 PLAN _ 10-14-09 I.01 ELECTRICAL OPTION c_ 06.23.10 4.00 SALES OFFICE 2007 FBC 2UJ1_S.UEELEMf UT_UPQAT 10.01.10 4.01 MODIFIED PILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 HUY H. HUYNFI, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ MIKE RICHMOND, P.E. �'��M ,"y"nor♦�♦ . ` (1 ♦„ OA� v r•••o P. A ENOWEE � ,E� .♦ o! a� No, to ftsNS, , •q s'�_-- I0EeT TITLE: ELEVATION (B) SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: Xx A3 (B) IREAR ELEVATION SCALE: 3/16" =1'-0" 3'4" I. 1'-4" 0 O u, F— S LL 0 LL_ O LL n - 3-0x6-8 W/o O Q 1-0x6-8 S. LT. v o x tY uw-) G Ocy� m CV NOTE: EXTEND ROOF OVERHANG G' (MIN) INTO ENTRY WAY (OR 1/2 THE DEPTH OF ENTRY COLUMN IF GREATER THAN 6") ENTRY SECTION A -A DETAIL ELEV. SCALE: 3/8" = V-0" FA SHINGLE ROOF (TYP. U.N.O.) 12 I --r, (ALL UNO) 16-0x7-0 O.H. GARAGE DOOR IT RON i ELEVATION SCALE: 1/4" =V-0` -- LG 8411) d 21 311 �J BAND a L!1 6" BAND F30 RICHT ELEVATIO SCALE: 3/16" = V-0" m' A SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn A Lo 4 O LLI O D � 0 a rn w Q k 1 Mz ry' GQ � 0010 � M (10 Q OU Z L E LU US r C) CD u co Q P� rV) EL 0 LIJ --J a r�- X -� w 1 W 0() U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, HIE SI'RUCI'URAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDLNTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND LONE IRIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER ME DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: misPLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PRUPERIY UP DAN= ENGINEERING, LLC AND THE CLIENT UPI 11115 PRUJL'CT. ANY REPRODUCHUN OR UNAUTHORILED USE IS PRUHIEIIED. REVISION: DATE DESCRIPTION 01-12.09 1.00 2007 FBC UPDATE U7-17-09 2.00 2009 SUPPLEMEN I; ARCH. 11PDAFES 09-03-09 3.00 ARCH REVISIONS FOR PLIC 1 PLAN _ 10-14-09 I.01 ELECTRICAL OPTION c_ 06.23.10 4.00 SALES OFFICE 2007 FBC 2UJ1_S.UEELEMf UT_UPQAT 10.01.10 4.01 MODIFIED PILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 HUY H. HUYNFI, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ MIKE RICHMOND, P.E. �'��M ,"y"nor♦�♦ . ` (1 ♦„ OA� v r•••o P. A ENOWEE � ,E� .♦ o! a� No, to ftsNS, , •q s'�_-- I0EeT TITLE: ELEVATION (B) SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: Xx A3 (B) NOTE: EXTEND ROOF OVERHANG G' (MIN) INTO ENTRY WAY (OR 1/2 THE DEPTH OF ENTRY COLUMN IF GREATER THAN 6") ENTRY SECTION A -A DETAIL ELEV. SCALE: 3/8" = V-0" FA SHINGLE ROOF (TYP. U.N.O.) 12 I --r, (ALL UNO) 16-0x7-0 O.H. GARAGE DOOR IT RON i ELEVATION SCALE: 1/4" =V-0` -- LG 8411) d 21 311 �J BAND a L!1 6" BAND F30 RICHT ELEVATIO SCALE: 3/16" = V-0" m' A SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn A Lo 4 O LLI O D � 0 a rn w Q k 1 Mz ry' GQ � 0010 � M (10 Q OU Z L E LU US r C) CD u co Q P� rV) EL 0 LIJ --J a r�- X -� w 1 W 0() U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, HIE SI'RUCI'URAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDLNTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND LONE IRIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER ME DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: misPLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PRUPERIY UP DAN= ENGINEERING, LLC AND THE CLIENT UPI 11115 PRUJL'CT. ANY REPRODUCHUN OR UNAUTHORILED USE IS PRUHIEIIED. REVISION: DATE DESCRIPTION 01-12.09 1.00 2007 FBC UPDATE U7-17-09 2.00 2009 SUPPLEMEN I; ARCH. 11PDAFES 09-03-09 3.00 ARCH REVISIONS FOR PLIC 1 PLAN _ 10-14-09 I.01 ELECTRICAL OPTION c_ 06.23.10 4.00 SALES OFFICE 2007 FBC 2UJ1_S.UEELEMf UT_UPQAT 10.01.10 4.01 MODIFIED PILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 HUY H. HUYNFI, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ MIKE RICHMOND, P.E. �'��M ,"y"nor♦�♦ . ` (1 ♦„ OA� v r•••o P. A ENOWEE � ,E� .♦ o! a� No, to ftsNS, , •q s'�_-- I0EeT TITLE: ELEVATION (B) SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: Xx A3 (B) SHINGLE ROOF (TYP. U.N.O.) 12 I --r, (ALL UNO) 16-0x7-0 O.H. GARAGE DOOR IT RON i ELEVATION SCALE: 1/4" =V-0` -- LG 8411) d 21 311 �J BAND a L!1 6" BAND F30 RICHT ELEVATIO SCALE: 3/16" = V-0" m' A SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn A Lo 4 O LLI O D � 0 a rn w Q k 1 Mz ry' GQ � 0010 � M (10 Q OU Z L E LU US r C) CD u co Q P� rV) EL 0 LIJ --J a r�- X -� w 1 W 0() U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, HIE SI'RUCI'URAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDLNTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND LONE IRIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER ME DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: misPLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PRUPERIY UP DAN= ENGINEERING, LLC AND THE CLIENT UPI 11115 PRUJL'CT. ANY REPRODUCHUN OR UNAUTHORILED USE IS PRUHIEIIED. REVISION: DATE DESCRIPTION 01-12.09 1.00 2007 FBC UPDATE U7-17-09 2.00 2009 SUPPLEMEN I; ARCH. 11PDAFES 09-03-09 3.00 ARCH REVISIONS FOR PLIC 1 PLAN _ 10-14-09 I.01 ELECTRICAL OPTION c_ 06.23.10 4.00 SALES OFFICE 2007 FBC 2UJ1_S.UEELEMf UT_UPQAT 10.01.10 4.01 MODIFIED PILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 HUY H. HUYNFI, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ MIKE RICHMOND, P.E. �'��M ,"y"nor♦�♦ . ` (1 ♦„ OA� v r•••o P. A ENOWEE � ,E� .♦ o! a� No, to ftsNS, , •q s'�_-- I0EeT TITLE: ELEVATION (B) SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: Xx A3 (B) A/C DISCONN. A/C DISCONN. )INING ROOM LIVING ROOM OPTIONAL RECESS CAN KITCHEN LAYOUT SCALE: 1/4" = V-0" .-N-f ELEu i - RICAL KEY DUPLEX CONVENIENCE OUTLET DUPL'EX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLfET K_it_G' GROUND FAULT- INTERRUPTER DUPLEX OUTLET - 1 ii - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I ------------------------- --- --------- HALF -SWITCHED DUPLEX OUTLET L -- - SPECIAL PURPOSE OUTLET �.� -4% - COVERED LANAI DUPLEX OUTLET IN FLOOR FAN PRE -WIRE FAN PRE -WIRE 220 VOLT OUTLET W1 CLG. MOUNT FIX. W/CLG. MOUNT FIX, -H WALL SWITC WP 0 K K.THREE-WAY SWITCH --- ----- ------- 77 ] 1) 1 11 >A 0 FOUR WAY SWITCH BREAKFASTZ? -E EYEBALL 5 ----------- �xlx IBATH[G7H] PWD.H 11 HALL ENTRY LIGHTS PER SPECS FAN PRE -WIRE W/ CLG. MOUNT FIX. It G.F.I. COACH LIGHTS OR PREWIRES PER SPECS n r% A r � � A f-1 A r'v r - GARAGE LIGHTING PER SPECS 1st FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'4' ELEC. I 'xI PANEL 4- 0F_ (0<F_ L 9 71 COACH LIGHTS OR PREWIRES PER SPECS 2nd FLOOR ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. SINGLE PHASE '125 - AMP BREAKER PANEL METER SOCKET -1 NEMA '1 30 CIRCUIT I F- 20' REB,',,R j DANSC Ll –+[ F 8' GRD..I D 1/2" RIGID NIPPLE WITH 2 #1 AND'I #3 CU THW CONDUCTOR BLDG.STEEL \' 94 CU TO COLD \BY (D WATER PIPE & DRIVEN POWER COMPANY 0 D GROUND ROD, TIED b y) TO 20 FT. SECTION OF c 0 1 u- 0? < C00 FOOTER STEEL. Lu ELECTRI(D""AL RISER ru""'IAGRAM NTS IR RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 14 0 WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSES) INCANDESCENT LIGHT FIXTURE ECEID WATER PROOF RECESSES? INCANDESCENT LIGHT FIXTURE 'W.P. 4P�-,. LIGHT FIXTURE WITH PULL CHAIN +=- TRACK LIGHT E:E - _ FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION KM HOLLYWOOD STRIP r- jjj ELECTRIC DOOR OPERATOR EaH j CHIMES El PUSHBUTTON SWITCH SMOKE DETECTOR SO -CO SMOKE/CARSON MOINIOXIDE DETECTOR COMBINATION TELEPHONE TEL -VISION Cf) THERMOSTAT �bm ELECTRIC METER -159C ELECTRIC PANEL DISCONNECT SWITCH SPEAKER PRE -WIRE FOR OPT. CEILING FAN <\ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ X1'4 1f, PRE -WIRE FOR OPT. CEILING FAN 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE-- INDICATED, INS -FALL SWITCHES & r RECEPTACLE'3 AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCH E'S...........42" 0 U TLEZ T 8 .............14" TELEPHONE ........... 14" TELEVISION ...... ... 14" 3. ALL SMOKE DETEE"(j CTORS SHALL BE HARDWIRED INTO ANEZ-1-EGTRICAL POW fER SOURCE AND SHALL BE "EQUIPPED WITH A MONITORED BATTERY BACK'UP, PROVIDE AND INSTALL LOCALLY CERTIFIED 133MOKE DETECTORS. 4. ALL ELECTRICAL IN 'S'LEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED (_IRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED 'ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2008 N.E.C., F.-R.C. 2007, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. DANSC ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Floiidci 33572 p. 813.645.0166 If. 813.645.9698 (D Un Lu c:) 0 D b y) c2ur 00 c 0 1 u- 0? < C00 Lu LLI c:) 0 U co 7 n 0 CD u L_u UJ x LIJ CD (D T < Iry U THIS DRAWING AND DESIGN 13 VALID FOR 12 MONTHS Ar IER rHE DATE 11 IS SIGNED AND SEALED. SIGNED ARID �iD SEALED FOR THE STRUCTURAL PORTION THIS HS DRAWN0 ONLY. 2011 LETINAR PLAN MAY HOT UE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LETINAR CORPORATION. 20I 14HESE DRAWINGS AHD DESIGNS ARE THE JOIIJT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT QH THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 F8C UPDATE 2.00 20W SUPPLEMENT; ARCH. 07-17-07 UPDATES 3.00 ARCH REVISIONS FOR 09-M-09 OPTION PI ALJ ..... ____ _ _ _ _ 10-14-09 3.01 ELECTRICAL OPTION PL&LI_E.LvjSLQR. 06.23.10 4.00 SALES QFHi�f_f0wTbc__ - _W_2UQ2.SUPPLEMEN1_UP_L)A1E_ 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 11.05. 10 --- - ------ SHEET TITLE: ELECTRICAL PLANS SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED.- 02.10.11 DRAWN BY: Xx REVIEWED BY: Xx A4 KITCHEN r BREAKFAST cel 0 x X 0 \j 8x8X8 X-1 0x'I-0- L 7 7 X, Ix X, X 7 IPWD, - DINING ROOM it HALL ------- ------- ------------------ --------------------- ---------- \� I 'I I 2x8 302 LIVING ROOM 1st FLOOR HVAC PLAN SCALE: 1/4" = V-0" F - FOYER f ITP 17 MASTER SUITE x U) U-) II OPEN TO Ij BELOW II HALL SITTING ROOM GAME ROOM x - From L --"- Plow —7" From Below 12X12 L --J 'Plf () P7 II 12Y.12 X T -7-X P CNI > I F >< 3 BEDROOM #2 BEDROOM #3 BATH 2 J� LAUN. ------ ------- ---- ------- --------------------- - ----------- ------ 2nd FLOOR HVAC PLAN SCALE: 1/4" = V-0" R UIANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.clunscoengineeting.corn O Ad (Z) U-) Z �7, 0 D u C) a �j < 00 ui RM CK cc 0 -u--1 a , z < 0- ;c Lu INN Lu 3: z (D C:) aj I'D THIS DRAWING AND DESIGN IS VALID FOR 12MONIHS AFTERTHE DATE If 13 SIGNED AND SEALED. SIGNED AN 0 SEALED FOR THE STRUCTURAL PORI1oN OF THIS DRAWING ON Y, 2011 LENHAR CORP, -THIS PLAN MAY HOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN (-OH EMT FROM LENNAR CORPORATION. 2011 -THESE HESE DRAWINGS AND DESIGNS ARE THE jaHr PRO P ERTY OF DANSCO ENGINEERING, LLC AND THE CLIE ITT ON THIS PROJECT. ANY RLPRcDQrTjON OR UNAUTHORIZED USE 15 PROHINTED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FRC UPDA I 07-17-07 2.00 2009 SUPPLEMENT; ARCH. - UPDATFS 3.00 ARC -E-V- 09-03-W I -I REVISIONS F6 -FT-- -- ..ETION PLAN 10-14-09 3'01 ELECI`Hk,A—LOF[1-0N 06.2TB 3.10 4.00 SALES OFFICE 200/ —(f R[-- 51JELI FME . -UPF)A[F 10.01.10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVAHON UPDATES VERSION NO. 4.02 / 11.05. 10 SHEET TITLE: HVAC HEFT INFORMATION: JB NO.: 310122 ATE ISSUED: 02.10.11 RAWN BY: xx 7 -:VIEWED BY: Xx �L Lo 0N "o x 0 From Below 'x MASTER SUITE x U) U-) II OPEN TO Ij BELOW II HALL SITTING ROOM GAME ROOM x - From L --"- Plow —7" From Below 12X12 L --J 'Plf () P7 II 12Y.12 X T -7-X P CNI > I F >< 3 BEDROOM #2 BEDROOM #3 BATH 2 J� LAUN. ------ ------- ---- ------- --------------------- - ----------- ------ 2nd FLOOR HVAC PLAN SCALE: 1/4" = V-0" R UIANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.clunscoengineeting.corn O Ad (Z) U-) Z �7, 0 D u C) a �j < 00 ui RM CK cc 0 -u--1 a , z < 0- ;c Lu INN Lu 3: z (D C:) aj I'D THIS DRAWING AND DESIGN IS VALID FOR 12MONIHS AFTERTHE DATE If 13 SIGNED AND SEALED. SIGNED AN 0 SEALED FOR THE STRUCTURAL PORI1oN OF THIS DRAWING ON Y, 2011 LENHAR CORP, -THIS PLAN MAY HOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN (-OH EMT FROM LENNAR CORPORATION. 2011 -THESE HESE DRAWINGS AND DESIGNS ARE THE jaHr PRO P ERTY OF DANSCO ENGINEERING, LLC AND THE CLIE ITT ON THIS PROJECT. ANY RLPRcDQrTjON OR UNAUTHORIZED USE 15 PROHINTED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FRC UPDA I 07-17-07 2.00 2009 SUPPLEMENT; ARCH. - UPDATFS 3.00 ARC -E-V- 09-03-W I -I REVISIONS F6 -FT-- -- ..ETION PLAN 10-14-09 3'01 ELECI`Hk,A—LOF[1-0N 06.2TB 3.10 4.00 SALES OFFICE 200/ —(f R[-- 51JELI FME . -UPF)A[F 10.01.10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVAHON UPDATES VERSION NO. 4.02 / 11.05. 10 SHEET TITLE: HVAC HEFT INFORMATION: JB NO.: 310122 ATE ISSUED: 02.10.11 RAWN BY: xx 7 -:VIEWED BY: Xx �L Lo 0N "o SAFE LOAD FOR GRAVITY UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH* - 8118 8F8 -OB 8F12 -08]_8F16 -OB 8F20 -0B 81`24-013 8F28 -OB 8F32 -UB 8F8-1 B 81`12-113 8F16 -1B 81720-113 81`24-113 8F28-1 B 8F32-1 B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974_ 10394 11809 3069 4605 6113 7547 8974 10394 '11809 3' 6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 1 7547 8974 _ 10394 11809 4' U" (48") PRECAST 1966 2561 _ 275'1 3820_ 4890 5961 7034 8107 2693 _ 4605 6113 7547 _ 8974 _ 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349_ 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (36) 7342 (19) _ 8733 (iy} 10127 (19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) v 6036 (1y) 7181 (19) 8328 (20) 6' 6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 .5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472 (15) - 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564_ 3486 4705 (37) 6390 (47) 10' 6" (126") PRECAST 475 535_ 890 1247 2093 2777 2163 253E 643 1052 1533 2093 2781 3643 (36) 4754 (45) 1'1'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 '1846 2423 3127 4006 12' 0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193_ _2805 3552 13' 4" (160") PRECAST 296 471 755 '1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14' 0" (168") PRECAST L79 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R.N NR NR NR PRESTRESSED NR NR NR 458 783 1370 -NR 1902 _2245 2517 2712 15'-41,(184') PRESTRESSED N.R. NR NR NR NR NR_ NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N R NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 _ 19'-4" (232") PRESTRESSED N.R. _ NR NR NR NR NR NR NR _ 235 420 750 1037 1282 1515_ 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22 U" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 _ 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS F SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ~``------_ �� 8RU6 8RF6-OB 8RF10-OE 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1 8RF14-1r 8RF18-1 8RF22-1B 8RF26-1B 8RF30-1 4'4" (52") PRECAST 1 635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4' 6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639--T8060 244 9479 10893 5' 8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (;4) 7917 (19) 9311 (19) 5'-10" (70") PRECAST 810 859 1653 '1600 2124 2649 3174 3700 1113_ 2342 4242 6639 (1o) 8060 (3s) 7402 (19) _ 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048_7915 1340 9479 10893 (32) 7' 6" (90") PRECAST 669 25.5 1490 _ 2459 3776 � 5743 7239 5623 755 '1490 2459 3776 5743 8998 (19) 10893 (48) 9'-8" ('116") PRECAST 411 466 999 1568 2253 3129 4091 314E 526 999 1568 2253 3129 1 4130 5891 (47) SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS F SAFE LOAD PLF TYPE LENGTH* --�- 8118 8F8 REINF. CMU** 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" -(54")PRECAST - 5'4" (64") PRECAST 592 411 591 411 1057 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 - 357 19'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 - 109 '14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 205 N.R. 293 284 98 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'4" (208") PRESTRESSED N.R. '194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED N.R. N,R, 116 91 39 33 (") SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SAFE PLOT D! TYPE LENGTH *�--`�- ___ 8RU6 8RF6 REINF. CMUAA T-4" (52") PRECAST 758 757 1365 T-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST J 370 490 l 227 1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR (kk) SEE SAFE LOAD TABLE NOTES 5 GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 a (") LENGTH = OVER ALL LENGTH OF LINTEL (k) LENGTH = OVER ALL LENGTH OF LINTEL ENGINEERING 8RF6-1T S P'E C I F I CAT 1 8F16 -1T PRODUCT DESCRIPTION 8F24 -1T 8F28 -1T 8F32 -1T High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2-F GENERAL NOTES 2'-10" 1. Provide full mortar head and bed joints. 8. Cast --in-place concrete may be provided in composite lintel in lieu of 2. Shore filled lintels as required. concrete masonry units. 3. Installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 and/or structural drawings. 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 4. U -Lintels are manufactured with 5-1/2 inch long notches at and 03-0605.04 ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete masonry halls 5. All lintels meet or exceed L/360 vertical deflection, except shall have a coating of stucco applied in accordance with ASTM C926 lintels 17'-4" and longer with a nominal height of 8" meet or other approved coating. or exceed L/180, 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 6. Bottom field added rebar to be located at the bottom (lateral) loads should be checked for the combined loading with the of lintel cavity. following equation: 7.7/32 inch diameter wire stirrups are welded to the bottom Applied vertical loadAp lip led horizontal load < 1.0 T steel for mechanical anchorage. Safe vertical load 0afe horizontal load SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (T"") LENGTH = OVERALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U -LINTELS 0 SAFE LOAD - POUNDS PER LINEAR FOOT a �- LENGTH ~� TYPE ~�=� 8RF6-1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8F8 -2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2-F 8F32 -2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3' 6" v (4L") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613_ 7636 4' 0" (48") PRECAST 1363 1363 2192 3079 3966 4853 5740 6627 2192 3079 3966 4853 5740 6627 4'-6" (54") 5' 4" (64") PRECAST PRECAST '1207 1940 2724 3508 4292 _ 5077 5861 1207 _ 1940 1016 1632 272.4 2290 3508 4292 5077 2949 3607_ 4265 5861 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909A 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6' 6" (78") _ PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7' 6" (90") PRECAST 727 (23) 102.1 1634 (12) 2102 (11) 2571 (To) 3039 (1o) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 1133 (15) 1471 (15) 1811(15) 2152 (16) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15) 1185 (15) 1458 (15) 1732 (15) 2007 (15) 530 686 1183 1526 '1865 2204 2544_ 11' 4" (136") PRECAST 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 494 599 1028 1422 1738 2053 2369 12' 0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1'151(15) 1366 (15) 1582 (1e) 470 543 928 1349 '1649 1948 2247 13' 4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 (14) 1141(14) 1:321 (14) 428 455 770 1145 1444 1718 1993 r i4' U" (168") PRECAST 384 (15) 346_ 559 (14) 723 (14) 887 (14) 1052 (14) _ '1218 (14) _ 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129 (14) 246 390 655 968 1324 (8) 1625 (11) 1874 (11) 16-4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13) 1052 (13) 2.30 364 609 897 1224 (8) 1562 (14) 1801 (14) 17'-4" (208") PRESTRESSED 187 255- 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) - 192 303 500 732 993 (8) 1268 (14) 1470 (14) 19'4" (232") PRESTRESSED _ 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (11) 142 230_ 369 531 713_(7) 903 (13) 1046 (13) 22'-0" (264") PRESTRESSED 137 192 295 (1o) 378 (11) 461 (1o) 545 (11) 629 (11) 137221 354 508 681 (7) 861 (13) 997 (13) 24'-0" (288") _ PRESTRESSED 124 _ 175 267 (1o) 341 (1o) 416 (1o) 491 (1o) L566 (1o) 124 200 316 450 600 (7) 1 756 (12) 875(13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (T"") LENGTH = OVERALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U -LINTELS (H) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER All LENGTH OF LINTEL (MATERIALS- f'c 8" precast lintels = 3500 psi Concrete masonry units (CMU) per ASTM C90 with minimums net area f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi compressive strenght = 1900 psi f'c 4" precast lintels = 3000 psi Rebar per ASTM A61.5 Grade 60 - Grout per ASTM C476 fIg = 3000 psi w/ maximum • Prestressing strand per ASTM A416 Grade 270 low relaxation 3/8 inch aggregate and 8 to '11 inch slump. 7/32 inch wire per ASTM A5'10 Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 'I, All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use Safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8F32 -1B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf f; LINTEL SCHEDULE 0 SAFE LOAD - POUNDS PER LINEAR FOOT a LENGTH * TYPE `� ---� 8RF6-1T 8RF10-1 8RF14-1 8RF18-1 8RF22-11' 8RF26-1T 8RF30-1 8RF6-2-F 8RF10-2 8RF14-2T 8RF'18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 352.2 4409 .5296 6183 T-13" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 _ 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 _ 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") _ PRECAST 655 1262 1900 2538 1 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'=8" _ (80") PRECAST _ 570 1012 1651 2204 2758 3312 _ 3865 570 1097 165'1 2204 2758 3312_ _ 3865 7 6" (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 Y-8" (116") PRECAST 395 49'1 931 (12) 1301 (15) 1640 (15) `1980 (15) 2322 (16) 395 1 589 1135 1 1514 1 2652 (H) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER All LENGTH OF LINTEL (MATERIALS- f'c 8" precast lintels = 3500 psi Concrete masonry units (CMU) per ASTM C90 with minimums net area f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi compressive strenght = 1900 psi f'c 4" precast lintels = 3000 psi Rebar per ASTM A61.5 Grade 60 - Grout per ASTM C476 fIg = 3000 psi w/ maximum • Prestressing strand per ASTM A416 Grade 270 low relaxation 3/8 inch aggregate and 8 to '11 inch slump. 7/32 inch wire per ASTM A5'10 Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 'I, All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use Safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8F32 -1B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf f; LINTEL SCHEDULE NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LI -C, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON -THE PLAN OUR CALCULATIONS ASSUME A '1611(NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION! PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 Www.danscoengineering.coln 4 0 a n_o° Qo" aO° 0 j rn w d m CD v Mcq � OR a �:a OR °� OROR >,4 0 a a Q� O O 0 01 CASTCRETE POWERBOX CASTCRETE POWER80X 8RF14-1 B!1 T 8x14-1811 T 8F16 -113/1T 8x16-18/1 T CE ) E (G .__ (, \ CASTCRETE 81`24-01311 i POWERBOX $x24-013! I T CASTCRETE POWERBOX 8F32 -08/1T 8x32 -03/1T CO NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LI -C, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON -THE PLAN OUR CALCULATIONS ASSUME A '1611(NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION! PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 Www.danscoengineering.coln 4 0 a LU o0 �� 0 j rn w d m CD v Mcq � Q`" a 000 z E LU MEN J ~ z 0 a U m -. V) EL J Q _ X1.1 U W w w 0 (� Q 0 U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIHCA110115 COMPLY WITH 200/ FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND LONE IT] IS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LFIFNAR CORP. IHIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-111ESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJB:T. ANY REPRODUCTION OR UNAU IHORILED USE IS PROI IIBITED. REVISION: DATE DESCRIPTION _ 01-12.091.00 2007 FBC UPDATE 01-17-09 2.00 2009 SUPPLEMENT; ARCH. 09.03-09 3.00 ARCH REVISIONS FOR LERQN. I'LAL_ 10-14.09 3.01 ELECTRICAL OPHON N_R1 v15InN 062310 4.00 SALES OFFICE 2007 FBC.' HI N�LEMECIT UEDATF 10-01-10 1 4.01 MODIFIED FILLED CELLS I 105.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. 434245 THUY H. HUYNH, P. E. #60122 [:J IRWIN J. BENSON, P.E. #49758 [I Ml�r}�f'c*' 1ViZ�li,rj� 1 \ w arp ENGINEER S.E;k1t Na. 501 ?2 4 n '•i __S _ O •. �w v� • C? o 70lVAL�a��'� #14'1113111111I SKEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.1 1 DRAWN BY: xx REVIEWED BY: Xx LINTEL DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645 9698 www.danscoengirieering.corn i O O Ln Lu O Ql lD J O tp aQ�M I z z0 MN Q(61 V) p, 00 LU If 0 W {- O O TO THE [BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "'c ENCLOSED (INTERNAL PRESSURE COEFFICIENI =±0.18) WIND LONE THIS DRAWING AND DESIGN IS VALID FOR I2MOrIIHS AFTER THE DATE 11 IS SIGNED AND SEALED.. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201'1 -THESE DRAWINGS AND DESIGNS ARE HIE JOIPU FROPERIY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCIIOFL OR UNAUTHORIZED USE IS PROHIEIIED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE U7 -17-U9 2.00 2009 SUPPLEMENT; ARCH. P AT-- 0`1.03-09 3.00 ARCH REVISIONS FOR 10-14 U9 3.01 ELECTRICAL OPTION 0613..10 4.00 SALES OFFICE 2007 FBC 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 MIKE RIC MOND, r M 0. >'f �r 1• o TE Ili b i ��0+ �ONAI E�.,°°° ++rulrrr�� SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.11 DRAWN BY: xx REVIEWED BY: xx Chi LL. J n— >_ Nfy 0 D � z CV _WIND=337 PLF 6 15/32' PLYWOOD SHEATHING. — REFER TO C166 FOR NAIL SCHEDULE. NOTE:"� C"Ir, 111 A I I SHEATHING TO BC FLOOR TRUSSES. ROOF SHEATHING J/56 PREFABRICATED TRUS5. FLOOR FRAMING PLAN SCALE: 1%4" == 1'-0" 0 5YP *2 LEDGER W1 3/0' x 3 1/2' tC BOLTS W/ FLAT WASHER ts 24' 3. INTO YOTTOi 1 PLATE. 'FLOOR TRUSSES 0 24' O.C. %X. ATTACHED TO MASONRY �L L PER J156 4 R155ON5, EACH W/ (4) 16d &5 TO EACH FLOOR TRUSS 4 LEDGER W/ 3/0' x 3 1/2' 6 E3OLT5 W/ FLAT WAST-IER Q ' O.G. INTO RIi35ON5, rMl l IIIALL PEP J/56 ROCF OVER 5L.IDING GLA66 waR DvAL f ,fir LL_ z WIND=307 PLF M clz USP CONNECTIONS CONNECTION Qll' CONN. FASTENERS"" I I dE71 GATES TOP OF MASONRY g CAPACITY - PER CONN. HTA20 1 1615 - --- '10-1Gd x I I/2" HTW20 1 1315 - --- 10-10d & (5) 1/4" x2 1/4" Tapcons to Masonry H_R/V20 1 1530 — - ------ -- 24-10d_x 'I 1/2" t-iTW20 RTI6 _ 2 2 _3060 2060 - -- 40-10d -- -_ - _ 32-8d x 1 1/2" — RTI 6 1 1030 16-8d x 1 1/2" —^ MUGT15 1 3965 - 22-10d (9-5/8" ATR EMBED. INTO SIMPSON SET EPDXY (S EE PLAN FOR EMBED LENGTH) HUS26 --I 1- 1925 20-16d 15/32' MIN. PLYWOOD SHEATHING NAILED PER SHEATHING DETAIL ~' I 2x4 SPF STUDS .a 16" O.C. U5P HTW2 0 e EACH STUD. WRAPPED STRAP AROUND TOP 2x4 BOTTOM PLATE W/ 10d CHORD W/ 24-10d x 1 1/2' ___\-- 2x4 6' O.C. (2 ROWS) 3/4' FLOOR DECKING USP MP4F @ 24' O.G. W/ (6) ad x 1 1/2' TO BOTTOM PLATE (6) ad x 1 1/2' TO GIRDER PRE-ENGINEERED C-41RDER TRU55 \ PRE-ENGINEERED FLOOR 24' HANGE=R PE=R TRU65 MANUF. 5Y5TEM TO GIRDER TRUS0- SCALE, -/4'= 1'-0' (1) LAYER IJNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) LAYER5 UNDERLAYMENT FOR ROOT= PITCH <4:12. 12 - PRE ENGINEERED _ - - WOOD TRU65 Q 24' HURRICANE ANCHOR 9 EACH TR 1155 a I O.C. MAX. 15 LB ROOFING FELT U PER 90 L?, FELT HOT MOP(TILE) 15 1-5 ROOFING FELT(5HINCKLE5) ROOF COVERING 15/32' CDX F'LYJY)OD OR 1/16' 0.6 13. IEEE ROOF NAILING 'R30 INSUL. �` SGHEDUI.E ON SHT SNI) MIN.`` / ALUMINUM DRIP EDGE xxxxxxxxx .XkM-X A A AJA A 1/2' HIGH STRENGTH OR 5/a' GYP UJB W/ -_i 1 3/8' PRY WALL NAILS CIR DRYWAL L SCREWS 1' 0/C CEILING i a' OIC. WALLS 1/2' GYP WB — DOUBLE 2'x S.P.F. TOP PLATE 2X r'3LOCKING 9 EA. WALL SHEATHING JOINT 16' O.C. 2X 5.PF. STUDS 2'x BOT. PLATE W/ (2) 10d 9 6' O.C. - 3/4' PLYWOOD DECKING GLUED AND NAILED W/. ad COMMON fo a' O/C EDGES AND 12' O.C. FIELD Y2' GYP. W6 OR Ys' PLYWOOD/ TYPE 2 -M -W 065 -- (DRAFTSTOPPING) TO BE NAILED W/ad COMMON 0 6' O/C TO ONE SIDE OF THE FLOOR TRU-55 FOR AN ASA < 1000 56. FT. OF FLOOR AREA 4 SEAL ED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE 'THE CONCEALED SPACE INTO APPROX. ErxUAL AREA: PRE-ENGINEERED FLOOR SYSTEM 1/2" HIGH 5TF'ENGTH OR 5/a' GYP WF3 (UR GYP. TYPE ' X' 9 GAFA�i E ONLY) W/ 13/,5' DRYWALL NAILS OR DRYWALL SCREWS 1' O/C CEILING k V O/C WALLS 2x5 STUDS Q 16' U.C. REFER TO A/SNI FOR WEEP._- --._ / 5CREED DETAIL NOTE:: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL (2) 2x TOP PLATES CAPACITY - SHINGLE ROOF- TRU55 SPAN 30' MAX ADD (1) 2x4 STUD a EA. TRU55 ORG, FOR 30' < TRUSS SPAN < 40' (2) 2x4 5TUID5 FOR 40'< TRUSS 5PAN < 47' - TILE ROOF- TRUSS SPAN 25' MAX ADD (1) 2x4 STUD a EA. TRUSS BRG, FOR 25' < TRUS5 SPAN < 32' (2) 2x4 STUDS FOR 32', TRUS5 SPAN (39' 0- J' /--ALUMINUM FASCIA ,_ ----2x4 SUB FASCIA ;—' =yen`„ ,v 12' ALUMINIUM VENTILATED SOFFIT ``-ATTACHED WALL. SHEATHING TO (2) TOP PLATE W/ ad 9 4' O.G., 2 ROWS \ —1x2 NAILER I 15/32' MIN. PLYWOOD SHEATHING ILL ' NAILED W/ ad COMMON NAILS 1w u> 4' O.C. EDGES, AND 6' O.G. FIELD r_ (UND) Ll u1 1/g' STUCCO FINISH PER A5TM C. 92Gb r� LLI _ O IJ APPLY 3 LAYER6 W/ TOTAL THICKNE55 1/a' OVER METAL LATH. FIRST 2 LAYEIR5 3/8° THICK EACH. 3RD LAYER I/a' TINCK- I u.I -RII INSUL. MIN /IrATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ ad a 4' O.C., 2 ROWS STAGGERED 2X BAND JOIST W/ FACE NAIL lod m TOP 4 BTTM CHORD, AND (a) FACE NAILS 10d v TR665 VERT. WEB BAND JOIST NOTES: METAL SEAT 1) LAP SHEATHING TO BOTTOM OF PLATE BAND J015T TYPICAL —�---)� 2) REFER TO C/56 FOR WALL SHEATHING NAIL SCHEDULE --_a— ------ WEEP 5CREED W5TALLED PEP, MANUF. — DOUE3LE TOTP PLATE USP MP4F Q 16' O.C. W/ ((v) ad NAILS TO RIM JOIST 4 (6) 8d NAILS TO TOP PLATES —� SILL PLATE- P.T. '22 S.Y.P. 2x,3 W1 5/a' x 10' ANCHOR E30LT W/ 2' WASHER Q 32' O.C. FF -- 15/32' MIN. PLYWOOD - S6 SHEATHING. SEE DE=TAIL (166 (� ) FOR NAIL SCHEDULE -- 'riASONR'r WALL KNEE -WALL 45OVE MA60NRY WALL f P. HALL LE6 END n� TTS IREAGATE5 TOP OF MASONRY S'-0" A.F.F. I I dE71 GATES TOP OF MASONRY g INDIGATES FRAMED WOOD VBALL —� F��xv /zA INDIGATE5 BEARING HALL PIHER_. /ION CON\/ENT1ON 1p �\ ""FRAME HALL I r j OUTSIDE FAGS OF 8" NOMINAL. BLOCK FROM OUTSIDE OF BLOCK OVERALL 4 EXTERIOR OPENING DIMENSION 0 15t FLOOR STRUGTURAL NOTE5 0 Mr- DESCRIPTION 1 (4) 2 x 4 COLUMN VV U5P HTTl(? @ BA5E. (REEFER TO .DETAIL N/54 FOR ADDL, INFO) 2 (•.2) 2 X 5 5PF#2 (OR EOUAI._) HEADER W/ 1/2" PLYWOOD FLITGH. PROVIDE (1) 2 x 4 JACK EA. END OF HE=ADER. (2) 2 Y 6 5PF#2 (OR E01JA&) HEADER W/ 1/2" 3 PLYr,400D FLITCH 5PAN5 OVER 2 OPENINGS. F'ROVIDE (1) 2 x 4 JAAGK 0 EA. END OF HEADER 4 (2) 2 x 4 JAGK5 @ INTERIOR SUPPORT. 4 ALIGN 2 x STUD @ EACH FLOOR TRUSS. (3) 2 x 4 COLUMN N/ (1) SI MPSON M5TAM36 5 BASE TO MA50INRY KALL BELOW. (REFER TO DETAIL LL/56 FOR ADDL. INFO) (2) 2 x Pv FSEAM H/ 1/2" PLYNOOD FLITCH 4 U5P 6 1 S 1'AIb 0 GOLUMN 5PAGER OR U5P I- 52D -21F c:01aGF�dLED FLANe-E HAN6YER @ 0) 2 x 4 GOLUMN. -� -7 (2) 2 x 4 GOLUMN 5PAGER 1^1X' U5P HTA20 o -E _ 5A`7 TO MASONRY NAL L rBELO1^I NOTE: P01,E-R BOX LINEL (0656. MIN) GAN BE USED IN LIEU OF PREGA5T LINTEL. FOR EC11AL- PE1�f"H 4 REINFORGEI�F_NT A5 INDICATE -D AU"OVE. TRUSS, f` !R -A 1 I N(7-_7 NOTES ALL GONi iEc,TION5 PER U5P 6ATAL06 (LATEST EDiTION). GONTAGI- a6INEEE? FOR _ ;- "TER 4ATE GONNEGTIOWS PRE-ENGINEERED 1,1000 TRU55E5 5PAGED @ 2/Ii" 2. 0/6 UNL.E55 NOTED OTHERWISE I 5EE FLOOR PLAN AND ELEVATIONS FOR :3z _AUDI I TONAL ROOT INFORMATION, IF TFI'E GONTRAGTOR, TRU55 MANUFAGTURER, OR OTHER OF -51644 PROFES5IONAL5 REVISE THE SHONN INFORMATION, DAtr::AGO ENOINEERI1'I-3, LLG 15 REEGUIREP TO REVIEW ALL FINAL (;0N5TRJk,-TION 000UMENT5 FOR GOMPLIANCE WITH DE5165N INTENT PRIOR TO COMMENCEMENT OF THE PRO -r -6T. FRAMIN(5 NOTES I e5EE 511E.ET SNI FOR GOMPONENT 4 GLADDING DESIGN PRE55ORE TABLE. 2. ALL PLUMBING, ELEGTRIGAL, AND MEGHANIGAL ROU6H-IN5 MUST BE GOMPLEIF, INSPEGTED, AND APPROVED i3EFOR-E REOUE5TINO THE FRAMING i 1N5r EGT ION (PER FI3G. I Cq.5). PROVIDE TEMPORARY SUPPORT FOR ALL MASONRY W6-,LL5 TREATER THAN 81_0" DURING GON5TRUGTION. L_ (r BG 2104.1.`x) � �IIII,u�p611111„ DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn 9 Q Lr) w d O :VDI� r) �wmgo a 50�� Q fes- Q oe Z w E Lu Z C.7 U m Z Z 0_0 C Q Ouu w w LLJ ^� ry U N TO THE (JEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECIION R301 FOR 120 MPH, 3 SEC. GUSL EXPOSURE "C" ENCLOSED (INIERNAL PRESSURE COEFFICIEN1 = ±0. 18) WIND ZONE THIS DRAMNG AND DESIGN IS VALID FOR. 12MONIHS AFTER THEDATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DR•AWINO ONLY. 2011 LENNAR CORK -0 115 PLAN MAY NOT BE REPRODUCED IN AMY MANNER WITHOUr WRIr1EN CONSENT FROM LVINAR CORPORATION.. 2011-I HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DAHSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUf HORILED USE IS PROIIIBItED. REVISION: DATE DESCRIPTION 01.12.09 1.00 2007 FBC UPDATE 07-1.7-09 2.00 200'7 SUPPLEMEN I; ARCH. _ 1 AfIS 09-03-09 00 ARCH REVISIONS FOR OPIIC N PLAN 10-14-09 3.01 ELECIRICALOPiIOIN 06.23.10 4.00 SALES OFFICE 2007 FBC CT` 'UPPLEMENL1QfDA1E_ 10.01.1.0 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDAIES VERSION NO. 4.02 / 1 1.05.10 CA 25948 - [I SAMUEL A. GREENBERG, P.E. #34245 L fHUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. 4-49758 MIK,,, W" QND, r P v ' • • E Qom• R 9t ••4�`a,� • O � a '�'�'aC�S'• �• R1`JP»•��'`aatia �� SFIEET TITLE: FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 310122 DATE ISSUED: 02.10.11 DRAWN BY: Xx REVIEWED BY: Xx S:2.0 21, LL_ J CL CV C 0V z r C WIND=356 PLF ROOF FRAMING FLAN (BL� SCALE: 1/4" = 1'-0" LL a WIND=160 PLF 0 R m ci z O 0 TU55 FRAM I NO NOTE5 ALL GONNEGTION5 PER U5P GATAL06 (LATlE5T WITIOW. CONTACT ENGINEER FOR ALTERNATE C,ONNEGTIONS PRE-ENGINEERED HOOD TRUSS E5 5PAGED o 24" 2. OIG IYPIGAL, UNLESS NOTED OTHL-RH15E 5EE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION. IF THE GONTRAGTOR, TRUE -15 MANUFAGTURER, OR OTHER E E516N PROFE%IONAL5 REV15E THE 5HOWN INFORMATION, DAN500 ENCANEERINC7, LLC 15 REQUIRED TO REVIEW ALL FINAL Co%TRUG-TION DoGUMENTs FOR GOMPLIANGE WITH DE516N INTENT PRIOR TO GOMMENGEMENT OF THE PRO- EGT. FRAMINO NOTE5 5EE SHEET 5NI FOR COMPONENT 4 GLADD I NG DE51 GN PRE55URE TABLE. ALL PLUMBING, ELEGIRIGAL, AND 2. MEGFIANIGAL ROUC-M-IN5 MU5T BE GOMPLETE, I N5PEGTED, AND APPROVED BEFORE REOUE5TIN6 THE FRAMING IN5PEGTION (PER FBG. 1061.3). ♦ PROVIDE TEMPORARY SUPPORT FOR ALL MASONRY WALLS GREATER THAN 8'-011 DURINO GON5TRUGTION. (FBG 2104.1 GO USP CONNECTIONS CONNECTION QTY CONN. CAPACITY FASTENERS" PER CONN. HTA20 1 1615 10-10d x 1 1/2" HTW20 1 1315 _ 10-1 Od & 5 1/4" x 2 1/4" Ta cons to Masonry HTW20 1 1530 24-10d x 1 1/2" HT V20 2 3060 40-1Od RT16 2 2060 32-8d x 1 1/2" RT16 1 1030 16-8d x 1 1/2" MUGT15 1 3965 22-10d & 5/8" ATR EMBED. INTO SIMP SON SET EPDXY SEE PLAN FOR EMBED LENGTH HUS26 1 1925 20-16d 1/2" SHEATHING FLUSH W/ TOP OF MASONRY & REFER TO C/S6 FOR ATTACHMENT SCALE: 11/2" = 1'-0" 10d NAILS & (4) 1/4"X 2 1/4" TITENS TO MASONRY BELOW (TYP. EACH SIDE) OR (2) STTIO Oft STRAPS W/ (26) 10d NAILS TOO WOOD NER WALL OR BEAM BELOW FRAMING ATTACHMENT ' SCALE: AS NOTED HALL. L.EOEND INDIGATE5 TOP OF MA50NRY a &'-0" A.F.F. INPIGATE5 TOP OF MA5oNRY 9'-4" A.F.F. INDIGATE5 FRAMED HOOD HALL <<{ INDIGATE5 BEARIN6 WILL D I MEN51 ON GONVENT I ON 4" FRAME WALL Q OUTSIDE FAGS OF 8" i --NOMINAL BLOGK OVERALL 4 EXTERIOR OPENING DIMENSION O 15t FLOOR 5TRUGTURAL NOTE O MK. # I DESGRIPTION 1 (4) 2 x 4 GOLUMN, W/ U5P HTTIb ® BA5E. OREFER TO DETAIL W54 FOR ADDL. INFO) 2 (2) 2 X b 5PF#2 (OR EQUAL.) HEADER W/ 1/2' PLYWOOD FLITGH. PROVIDE (1) 2 x 4 JAGK a EA. END OF HEADER. (2) 2 X b SPF#2 (OR EQUAL) HEADER W/ 1/2" 3 PLYWOOD FLITCH 5PAN5 OVER 2 OPENINGS. PROVIDE (1) 2 x 4 JAGK a EA. END OF HEADER 4 (2) 2 x 4 JAGK5 o INTERIOR 5UPPORT. 4 AL16N 2 x 5TUD ® EAGH FLOOR TRU55. (3) 2 x 4 GOLUMN W/ (1) 51MP50N M5TAM3b 5 BASE TO MA5ONRY WALL BELOYd. (REFER TO DETAIL LL/5b FOR ADDL. INFO) (2) 2 x 8 BEAM H/ 1/2" PLYWOOD FLITGH 4 U5P b L5TAI& ® COLUMN 5PAGER OR U5P HU52&-21F CONGEALED FLANGE HANGER 0 0) 2 x 4 COLUMN. 1(2) 2 x 4 GOLUMN 5PAGER W/ U5P HTA20 BA5E TO MA50NRY WALL BELOW NOTE: POWER E30X LINTEL (06A. MIN) CAN BE L15ED IN LIEU OF PREGA5T LINTEL.. FOR EQUAL 0E7T'r1 4 REINFORGEMENT A5 INDIGATED ABOVE. O 2nd FLOOR. 5TUGTURAL NOTE5 0 MK. # DESCRIPTION 21 1 (4) 2 x 4 GOLUMN W/ (2) 51MP5ON M5TAM3b BA5E TO MASONRY WALL BELOW. (REFER To (2) 2 X b 5PF#2 (OR EQUAL) HEADER W/ 1/2" 22 PLYHOOD FLITCH 4 (3) U5P L5TA30 ® EA. END. PROVIDE (2) 2 x 4 JAGK5 0 CA. END OF HEADER W/ 5IMP50N 145TAM36 4 U5P HTTI6 0 BA5E TO MA50NRY WALL BELOW. DEFER TO DETAIL5 L/5b 4 LU56 FOR ADDL. INFO (2) 2 X 8 5PF#2 (OR EQUAL) HEADER W/ 1/2' 22 PLYHOOD FLITCH 4 (3) U5P L5TA30 0 EA. END. ALT PROVIDE (2) 5YP #2 JAGr, 5 4 (3) 5YP#2 5TUD5 EA. END OF HEADER H/ (3) 51MP50N M5TAM3b TO MA50NRY WALL BELOW. IN5TALLEP M5TAM36 0 EVERY OTHER 5TU05, REFER TO DETAIL LU56 FOR ADDL. INFO. (2) 2 x 12 5YP #2 HEADER W/ 1/2" PLYHOOD 23 FLITGH 4 (2) USP L5TA30 0 EA. END. PROVIDE (1) 2 x 4 JACK 0 EA. END OF W=ADER H/ (2) 51 MP50N M5TAM36 0 BA5E TO MASONRY HALL BELOW. (REFER TO DETAIL LU56 FOR APDL. (2) 2 x 12 5YP #2 HEADER W/ 1/2" PLYHOOD 24 FLITGH 4 (2) USP L5TA30 0 EA. END. PROVIDE (1) 2 x 4 JACK ® EA. END OF HEADER W/ (2) U5P L5TA3O ® 13A5E TO FRAME BELOW. 25 (2) 2 x 12 5YP #2 HEADER W 1/2" PLYWOOD FLITGH 4 (2) U5P L5TA30 ® EA. END. PROVIDE (1) 2 x 4 JACK 0 EA. END OF HEADER W/ (2) U5P L5TA30 BASE TO FRAME BELOW 4 (2) 51MP50N M5TAM3b BASE TO MA50NRY WALL. BELOW. (REFER TO DETAIL LL/5b FOR ADDL. INFO) 2b (3) 2 x 4 5YP #2 GOL" W/ (2) USP L5TA30 BA5E TO FRAME BELOW. (2) 2 x 12 5YP #2 HEADER W/ 1/2" PLYHOOD FLITGH 4 (3) USP L5TA30 ® EA. END. PROVIDE (2) 2 x 4 JACK ® EA. END OF HEADER W/ 0) U51? L5TA30 ® BA5E TO FRAME BELOW. (2) 2 X b 5PF#2 (OR EQUAL) HEADER W/ 1/2" 2& PLYWOOD FLITGH 4 (2) USP L5TA30 ® EA. END. PROVIDE (1) 2 x 4 JAGK a EA. END OF HEADER W/ (2) 51MP5ON M5TAM36 0 BA5E TO MA50NRY HALL BELOH. (RI=FER TO DETAIL LL/56 FOR (2) 2 X b 5PF#2 (OR EQUAL) HEADER W/ 1/2" 211 PLYHOOD FLITGH 4 (2) U5P L5TA30 ® EA. END. PROVIDE (1) 2 x 4 -1AGK 0 EA. END OF HEADER W/ (2) U5P L5TA30 0 BASE TO FRAME I3ELOW. ®AN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com TO THE BEST OF THE ENGINEER'S CNOWLEDGE AND BELIEF, THESTRUCTURAL 'LAMS ME) SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, INCLUDING 2009 SUPPLEMENT) SECTION :301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10.18) WIND ZONE 11115 DRAWING ANO DESIGN IS VALID FOR 12 MONTHS AFTER T11E DATE IT 15 SIGNED AND SEALED. ;IGNED.AND SEALED FOR THE STRUCTURAL PORTION ;>FTHIS DRAWINGONLY. 2011 L ENHAR CORP. -THIS PLAN MAY NOT bE lEPRODUCED IN ANY MANNER WITHOUT WRITTEN ::OHSENT FROM LENNAR CORPORA➢Ofd. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT 'ROPERTY OF UANSCO ENGNEERING, LLC AND THE :LIENT ON THIS PROJECT. ANY REPRODUCTION OR INAUTHORIZED USE IS PROHIVE-D. REVISION: DATE DESCRIPTION 01-12.09 1 1.00 2007 FBfC UPDATE 07-17-0 2.00 2009 SIJPPLEMErT(; ARCH. I UPDATES 11 09-03-09 3.00 ARCH REVISIONS FOR _OPTION PLArJ 1014-09 3.01 ELECTRICAL OPTION __PLAPI REVISIQN 06.23.10 4.00 SALES OFFICE 2007 FBC ` _'M9�I P�LEMENT UPDATE-_ 10.01. 10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES _ I VERSION NO. 4.02 / 1 1.05. 10 CA 25948 J SAMUEL A. GREENBERG, j P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 P 159 47 J MIKF�y�t�HM"t�r4�e 4 ENGINEER SEASL:' No. 6 122 a � + k a' ;GRID ia.d a ��a►+° .__�._.__. SHEET TITLE: ' ROOF FRAMING PLAN ELEVATION B SHEET INFORMATION: II JOB NO.: 310122 )ATE ISSUED: 02.10.1 1 DRAWN BY: Xx 2EVIEWED BY: Xx �I O O L, Lu Z H OV) CD _ z <CDt0 d Ml C� ao�� 'Z E E W Lu ~ z Q a TO THE BEST OF THE ENGINEER'S CNOWLEDGE AND BELIEF, THESTRUCTURAL 'LAMS ME) SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, INCLUDING 2009 SUPPLEMENT) SECTION :301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10.18) WIND ZONE 11115 DRAWING ANO DESIGN IS VALID FOR 12 MONTHS AFTER T11E DATE IT 15 SIGNED AND SEALED. ;IGNED.AND SEALED FOR THE STRUCTURAL PORTION ;>FTHIS DRAWINGONLY. 2011 L ENHAR CORP. -THIS PLAN MAY NOT bE lEPRODUCED IN ANY MANNER WITHOUT WRITTEN ::OHSENT FROM LENNAR CORPORA➢Ofd. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT 'ROPERTY OF UANSCO ENGNEERING, LLC AND THE :LIENT ON THIS PROJECT. ANY REPRODUCTION OR INAUTHORIZED USE IS PROHIVE-D. REVISION: DATE DESCRIPTION 01-12.09 1 1.00 2007 FBfC UPDATE 07-17-0 2.00 2009 SIJPPLEMErT(; ARCH. I UPDATES 11 09-03-09 3.00 ARCH REVISIONS FOR _OPTION PLArJ 1014-09 3.01 ELECTRICAL OPTION __PLAPI REVISIQN 06.23.10 4.00 SALES OFFICE 2007 FBC ` _'M9�I P�LEMENT UPDATE-_ 10.01. 10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES _ I VERSION NO. 4.02 / 1 1.05. 10 CA 25948 J SAMUEL A. GREENBERG, j P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 P 159 47 J MIKF�y�t�HM"t�r4�e 4 ENGINEER SEASL:' No. 6 122 a � + k a' ;GRID ia.d a ��a►+° .__�._.__. SHEET TITLE: ' ROOF FRAMING PLAN ELEVATION B SHEET INFORMATION: II JOB NO.: 310122 )ATE ISSUED: 02.10.1 1 DRAWN BY: Xx 2EVIEWED BY: Xx �I 1. 5F'EG1F1GA-F10N5 1. 1. GONSTRU-G-FIGN '. I . I . I . AC,I 3lb-05 PjUILDINC-_� C,C)PE F�EoIJIREIIEN-H--� F()R `��TRUC,FIURAL (�ONC,RF�TE 1. 1.2. AC,l 5'j'0-05, ASC,E 5/11-15 402-05 4 Ar.1 �>-50.1-0.5, AS(_,F_ W-1-l"I'-D 6_-)O.*2-O5 '�PFC,IFIC,ATION�, FOR. MA-�;ONID*T' '5FRUC,FIURE':�. 1. 1. _�._) - AS,17M C,2JO--0`11, C,4 -lb -C)2, AND (-110-01 �5F-EC,IFIC,ATI(_)N', FOR l-W--,ONF%_?'T' S-11'ZI)C,�URES 1. 1.4. NATIONAL DE5101\1 '_�PEC,11`1(,A-110R�, jll__.)�_�) FOR HOOD C,ON5TRl_)C.TI0N, 200-5 EF)1710N, ANE) ALL A6(__,0r-IPANrINc5 '_-�UPF'LEMEHP�,. 1. 1. 13. FLOR.IPA RESIDENTIAL C,ODE (FPC,), F L-ORIDA DUII.D11,16 6O[:.)E (F56), .*2(.,'(D'-[ E01 TION, (INC,I_UDIFI(-� :2()()'-1 5L)IDIDLEMENF) 1. 1. b. "MANUAL OF S-I'IEEIL (__.0N�_.,'IFRUC.,FI(-)N, ALLOHAL-3LE ��)_FRE�)�-_') PE51(��H", Dr` THE AMERIC.'AN INS 1 11 IJI E OF '_�, FEEL ef,ON5 FRUC,TION, (AI'__')(_,) 17iTI I EPITIC�I. I . 1. -1. 11-.)E',I(5N 1)PF-_(AFI(_�/A,1I()l,l FOR. L-16HI7 METAL PLATE (�ONNE6TE-E-) HoOD -TF?16�,E�)" E31, THE I_RU'__-,S) PLA FE I N5_1-1 TU TE TPI I -C.)_',). 1. 2. DE�-:)16N : 1. 2. L AC,l --'jl,-',,-C)5 DUIL.F)INC, (-,OF,)[-: RL:�(_,�UIREMI___NFc, FC)IF', '5-1RU-'_-,I_URAL C,ON61RETE 1. 2. 2. A0 5,:3(�)_( _,CA- 6 �� 5 )5, A '-::) C, E 5 I F �� 1`3 4 O 2 - 0 5 it A C, 1 5 _-_3 0. I - C) 5, A' /Ti'115 ,02 -O UNIT HE16di-IT OF PEjNF0P1C,Fj7) C,ONC,RETE : SF'E('.IFI(�.A*ri0NS FOR MA'_',011F�i' 51F�IUC,TIURF�-). I . 2. '3. AS�1`11 (-2_10-04 (,4_1b-02, ANU) (.,�JO-Ol 5F -IF( I � I F�F,�, .- �lf=l(�ATIOFI'5 FOR MA'50MR-i" 5TFP)CTJ' 1. 2. 4. NATIoNAI_ T_.)E_c-,IGN SI�E6IFIC,AI_ION'5 (N0'_:_,) FOR HOOD C,01`15TRUC,FION, 2005 EDITION, AND ALL S -T FLOOR SUPERIMIDOS,EL) LOAD : AC,C�OMPAN T'l NO �_�,UIDIDLE�,IF�F[`I_'_-,. 1. 2.. 5. F'LrH('.)0t-_) PE51G+1 1_-,PF(�IFlC,AFI0NI5 (APA) 1. 2. ( - �. `L(.)RIT_>A RESIL)ENTIAL C,ODE (FRC,), FL0RIL.)A E',UILDINO COPE (FE3C,), _2oo-1 EIPITlc�l, UNI F HEIGH F OF 2x�) HEAF)INO ie,IALLI_'� : (INC�I_UDIW-� .200cl SUPPLEMENT) 1. ': . SHOP [)F-A�\11N(55 : 1. -.3. I. lHERE '5HALL Nor EI)F AN'i� DEVIArioN,--i FROM THF'.31E F)E:�)ION PLAN,_-) F3'!' OTHE-RS FILE ROOF DURING THE PREPAF�ATION OF: ':*IOF' F)F�AVIINO�, IeII_TH('.)UT HRI-17EN APPFROVA[_ [_P." -.)m 4. 1. 1. THE EN01HEFF. OF RE(�OPP. 1.3. 2. ALL SHOP PR.A[,-1IN(55 ARE TO E3F �31_)El,t�ll FFF-[-,' TO THE ENOINEEV OF' P-El'-,01'�r;? F_,MOF,�'- JO HOTTOM C�HORD ; I H17 (,Ol`1I11IE1`IC,EMEN F OF 6ON'_::, FRUC, FION. 1. 5� :111. Al -l- r,--.'.(.)017- AND FLOOR, FPJI�,,-� �_,FIOF C)I;� A HINC�', ARE TO DEE �)IC77NED AND eDFALE17) 113)' A FILLEED C,ELL-5 H/ (1) �5 5AR 5HALL E',E LOC,ATED "Ek PLAN. FLA. REO, PE. AND 5HALL INCLUPE ; L�)r�AHINE,5 AND C,A\LC,ULATION5, REA(�TIOW:) AND IOP (IHORD ; DF-�AP..IN(-_� POINT�-_,,, DRAC,11`16 IPEOUIREMENT`.�, AFID C,ONNEC,TION5 TO 4. 1. 5. �)UPPOR_TIN(-.� _TRU55 MEMDER.5. :2. E) E 5 I r3 1\1 L0ADS '�) .2. 1. I O. 2. 1. DEAD LOADS : 2. 1. I. UNII HFI( -AH F OF SOIL, C�.,OMPA(� FlEtP : 120 IDC,F 2. 1, 2. UNIT HE16di-IT OF PEjNF0P1C,Fj7) C,ONC,RETE : 150 IDGF 2. 1. �3. UNIT HL_-IOH1 (*.)F ,D` 6.M.U. E`,L0(,F'. i �) 5 P'_�F. _�. I . 4. , S -T FLOOR SUPERIMIDOS,EL) LOAD : �_,_) O P S, F .- 2 . 1. ��. T HE16 -I' OF -)x4 PAR -1 FION HALL'3 : Uill )H - - I '�F 11 P'_ 2. 1. o - UNI F HEIGH F OF 2x�) HEAF)INO ie,IALLI_'� : 12 "�F - 2. L -I. SAL(�,OHIE5 4 PEC,1<5 ! 15 P�,F 2. 1. �'5- FILE ROOF 4. 1. REINFOF;�GIN,5 5TFEL : 4. 1. 1. TOP CAAORP : I .__�, FICA` I -AP SPI_le�,E' SHALL D'E A�_) FOLL-0i,\15: 45 EAR 25", 44 E,AR 20", #3 E3AR 15". HOTTOM C�HORD ; 10 PSIF: 2. 1. ". "l-HINC,LF ROOI: FILLEED C,ELL-5 H/ (1) �5 5AR 5HALL E',E LOC,ATED "Ek PLAN. FAC,E OF THE 60NC,RE'I*E. IOP (IHORD ; _� "�)F 4. 1. 5. DOTTOM (,HORI) ; 10 P�-W '�) .2. 1. I O. `j_C)(:)R '1"RU�:,`�F5 I5 2.2. LIVE LOADS : MINIMUM. -) . 2. 1. - SIDEVIALIK AND [,)F?,IVEI-IA*r LOA[) : ' 250 PSF 2. 2. 2. 6�AR _'(-�E LOAD5 : 40 P5F , .3. '�. 2. _5 PAF;�TITIONEL) R,OOI`-1'5 i 40 F!�,F: '�, 2. 4 . - E_3AI C,ON r' APIC-) DEC,Kc5 : - , 60 PSF 2. 2. 5. 5TAlfDHA'T'5 AND LAl10INC_-/_-) : 40 PSF 2. 2.6. el. 4. ."_.). ALL FRAME HALL'5 TO E,E C.01`15FRUC.I-ED 1)511\]F� 1-�PF , 2. 2. -I. FLO(_'�)R FRUS5 4,4.2. ALL PI_*r'IA1000 USED FOR EXTERIOR AFIPLIC,ATION�:) TOP 6HOPT-) MINIMUM : 40 P5F 2. 2. ?,. ROOF TRU55 1.01 RLVISLDULIAI1, KISJ 5HEAR HALL`) 51-1ALL DF APA RATL_'D SIHEAIHIFI(:� EXP I U.N.O. TOP (�HORF,) MINIMUM : 20 F'�& 1.03 UPDAIL DETAIL KIS,4 E30-FFOM 6HORE) (HIO 5T0R,jn%,GE) ; 10 PSF (NON-r-ONC-URRENT) 2. 5. 11::-),AILIN(-_-�, LOADS : GONTA(�T HITH r,ON(_,;'��'TE� 15 TO kEr.E-IVU_ A 5TANT_-)ARP GF:4ADU- PRFS'�LJRE: TRE:ATIN0. 2. 3. 1. ALL RAILING AND GUAFr) RAIL 5T's,rFM":� IFIF -TO DE DE5l(5NFF) TO I-IlTH5TAN17) A `-IANUFAC,-rURER 15, -To �jup,ml'f SHOP DRAHINGS TO THE EI`lr::�INEER OF RE(,ORD. 6ONGFNTRArFP LOAD OF _200 POUND5 APPLIED AT ANY POIN-r AND IN AN( � P.E. 960122 LARECA-ION ON FFIF RAILINC7. P.E. IM9758 2. 3. 2. �, - ALL RAILIN6, AND OUARD RAIL r5-I_FM'5 AF,F To E3F 17)EFA6AED TO HITH�jTANP A - - 1!0 41`*. \. ''Ok ,0 ) 0# HORIZONTAL LOAL-,) OF 50 PLF ON THE (30APPRAIL AND A SIMULTANEOUS LOAF-) " ALL EXTIFRI(_)F� FRW-V HAL L 5 !�AIAL L F.3U STIJ(�C,0 FINISH— WE," 51TZ.,C,0 FII`W-�H PU'R OF 100 PLF APPLIED VEF.'-FIC,ALL*r DOHNHARP AT THE TOP OF THE (51JARDRAIL 2. 3. 5 - &IJARI)RAIL 5T'5FEl,I 1�,HALL 5F DE510NED -TO HITIF�-�TAH:-,) 200lb C,ON(,�ENTRATEP 4. Ar. I 0. HORIZONTAL LOAD ^PPLIEP ON I 50. FT. AT AN*( POINT IN ]-FIE 5'l`5TEM. 2. .---',. z l. 23J., 2-5.2 4 2.-3.--3. ARE NO F REWIRE]--? TO E3F_ APPLIED SIMUL rANEOU5L-r`, DUT EAC,Fl DRAWN BY: DZ �7��ALI_ F3E APPLIED TO PROF__)UC,F THE MAXIMUM STRESSES IN THE MFMEFF� C,01-Ir-ONEN15. 2. 4. NIND LOADS 2. el. I. HINF) M -516N 1-0 FjE CONDUC. rED IN AC,C,OR!T)AMC,E- 111TI I '��ECJ. P301 OF -FH � F�P,( I . E _� _)0O_-1 EDITION (INCAUFAH(5 200--i SUPPLEMEN-10, AND 6ON01JC,FE!:) HA13EP OH A 120 MPH, __3 ��EC,ONL,) 01,6_17, EXPO5UPE "C", IMPORTANC,E F-A(�,-10R T' = I.O. EN(_LGSFD E1,IU I LD I 1,10 2.4. 2. NET UPLIFT [-)I:AFJ I-OADc, - IO ID'51F c_-,HINLf.*)LE-, 15 1`3F FILE 2. 4. 3. HINP LOAP FA_-F_F._'MINA1 O N F5AcA:u_) ON A5C,E-: 'I- 05 2. 5. DEFLEGTIONS : -) -F' -,' "A IAL L - . M-5: -rHE SPAIN FOR, LIVE LOA. 3 . b - 1. FLOOR I -[J� 5E'_�; ' - L I 1`�l I T F)F - F 1. f r.T I 0 III I 0 1 /*5 6(.) T I I- -, AD AND 1/2,10 TIME'� FPIE -_�.,PAN F-OF� TOTAL LOAD. 5. DE516N ME-FH0D 7,. 1. LOAD FAGTOR PE'__-)1r`3N : , '� .3. 1. 1. -THE- LOAC) FAC, FOR L__)E':51L5N I, -1E FHOP HA5 Y E17) TO PE-51OH : (,At-_-�T- IN- PLAC,E C,ONC,F�ETE '51LADt', AN P F OC)THC�z5 ' — :�). 2 � 5EF�VIGE LOAD DESIC5N : - �3. 2. 1. 11-111- SF1r_'VI(_,I_= LOAC) C)E'5I(L;N METHOD ,AIA'5 U'5EL.) TO 17)E'_,IGN : MA15ONRr' HALL -5 AI10 LINTEL,�, INFERIOID AND EXFFF�101,�� HOOP FRAHIH5 AINIF-) SIHI-ATHING 5TAIF`_� Alllr_-) FLOOR FRAIIIIN6 ROOF FRAMINC`�, _'.".,HL_A_IHINb- AND UPLIFT 5. -:3. LOAD-GOME31 NAT I ONS F-C)R L-R]'D DE51(5NE-) : - -3. 1. -.1. - THE FOLLOHINO LOAD C,OME',INATION5 HEFE DF131(�?t,IFD FOP. : - - — MOt--AJILE�-) (.-.)F -,IT r ELASTI(_ F)F51C-;N (F) 1_0 TAL DL � FLOOR L L F ROOF L L __ . 2:`,(.)(.) P��,l I ," -TO FAL. PL � F L OOP L L � HL ' � (-I -P C,0H(.RL_TF- (N0F:-_'.MAL l,^IFIr�H_T) To T^L DIL i- HL � --3. _-1, ..3. , - ALL ROOF AND FLOOR *FRU55Ecj SHALL BE DE�316,11E[-_) TO RE'315T THE HOH5T LOAD 3,000 Fl.,.,l - C,01-IDINATION PE510LFIN6 IN THE MAXIMUM 13TRE55EF5 F1LAr,EP ON THAT C,OMPONENF. 4.2.4. E'OTH PARTI/M.., FULL, ANP ALTERNATIN�_-7 1')PM,l I,0Af-_)IN(7- AH.F TO E!,F- (�01,15IDERF'.F?. 5.,4. DES1r`5)I\1 A55-I,)MF'TI(__)N5 : < M �0 -T I (I. (y) I 2 : LIJ M rA __ �-*,. A(-,(-,0E-.!.PAN(�rF H1111 THE �;F`L - C,IFIGATION'-) A5, ��,IATF `3. 'l. 1. , AILI_ f-CA)HUAl ON'S ARE c --,ENI ER,EE_) UNDE-R SUPPORI ED C,OLUMNS AND HALLS UNLE':�,5 �< F_ 0- CO SHOHN 01 HERHISE IN -1 HE L)ESI(`�N PLANS). 4. MATEP.1AL,-_�:) 4. 1. REINFOF;�GIN,5 5TFEL : 4. 1. 1. �) j Rf:INF(_.)R(_,IH5 ST[J--l- SHAI-1- l3f: ASTM A616-0e[A (�7RAPF 4c , F'y � ,10 ,:-'.�,l 4. 1.2. I -AP SPI_le�,E' SHALL D'E A�_) FOLL-0i,\15: 45 EAR 25", 44 E,AR 20", #3 E3AR 15". 4. 1, '3. ALL DII-Ii-NSIONS PERI AININ(`) I ('.) I HE __(..)(�,Al ION OF F.I.EINFOR,0Nc-'.� ARE I 0 I HE -1. ,-3. GONGRETE MASQNR-( : 6ENJERILIHE ()F EA(�.,H F-3AR EX(�,EPT 1,41HERE THE C_,OVER I-)IMEN'51ON 15 SHOHN TO THE FILLEED C,ELL-5 H/ (1) �5 5AR 5HALL E',E LOC,ATED "Ek PLAN. FAC,E OF THE 60NC,RE'I*E. 4. 1. 4. F�EINFORC,11`10 1�)E_TAIL DIMEH.'�,IC)N':) ARE OUT FO OUT OF DAR`�. 4. 1. 5. `��_I NF0F_-!.C,I 1,1(-') TIIE(�,HAIIII(�,Al_ (�,OUPLEF-,'.�'j ARIE -1-0 DEVELOP 1-25 c% or- THE REGUIRED ALL C,ELLr., 4 (_,AVITIE'�� E-3ELOI11 63PA[-.)E HILL DE FILLEF) H/ C,ONC,F�ETE: IN ALL 1, - - FEW _H OF - r'IFI-E) 5-lH .-)"I -11HE PjAP. AND ARE TO P)E APPROVED DT' FHE ENOINEER. OF ` �FF�-1 HALL5. REI�,ORD. 4. 1. 0. F)E�)16FI (-.,0VEl,7?. F',I-�('.,,,Ul'r�'.f-71-11-:�'ll.�'.�, : MINIMUM. (_i -r (,ow�.PETE FORMEL) AGAIN,_ -."IF EARTH : _�11 ME T I IOF) OF C,OHC,F�f FE. `WPONF� r PL A(.,f ' 111t ' HT AMP C,ON'�?TF�JC,TION '-7II^LL E1,E (,-I-P (�,ONC,RETE FXP0'7.,F_P TO EXTERIOR : 2" C,0N1-_)U(�_TFF) IN A(-,C,OP.F)AHr,E HI FF1 THE �)F'f (-,IF C,ATION13 A15 15TAFED. (-I -ID C,(`)NC,REIE- NOJ EXIDOS,ED ; ,1�11 MOTrZTAP SHALL E3F_' T f'PE' '�)" FOR AL L �,IASONR r C,01,11:�TRU(-,TION. C ,OUF FILLE0 J,_jA'_:�,ONR.r : 3/11, ')F 11 . � 4. L-7. HELDED 1,111 E FADF',1C, (HHF): A`31r�'l Al,.',5-01. ". 1. ��. DETAIL REINFORC.Er-fltm - IN AC,C,GPDAN(�,E HI FH AC,l '315 -LATE5T EDITION. 4.2. C,ONC,RETE : - 4.2. 1. F__ _______ __. �,(_.)N(_,F�T-TE j'ff'IF � I MIN. 2�� 1:)Ai' P E,L" I o , I (F I r�) — MOt--AJILE�-) (.-.)F -,IT r ELASTI(_ F)F51C-;N (F) I----------- __ . 2:`,(.)(.) P��,l I ," ___ - __ - 2,E,50 I::"��l ' � (-I -P C,0H(.RL_TF- (N0F:-_'.MAL l,^IFIr�H_T) C. -I -P (__,r-.)N(:.1RErE 6110R�,IAL l,IEI(L.,H I) HEPNANoo (��O. C)NILT, -------- _. - - , - � _ - - ___ -------- ___ - ____ ------- C-1-P (:-,)F,OU'l' :3,000 r-�-,i � - ___ _�5,122 I.,.**.*!:,i 3,000 Fl.,.,l - 3,1 1, � -) 1,z'.,.�, I .2. 2. 'I., C.OW-,r,�.F FF '��IALI - C,C)FI51 5 F OF " MA�< MUM A6',C:.',RE6,A FE r_',ONC, RE FE MI X HI I 1-1 '_.,I_U��IP ENGINEERING, LLC DE'THEEN 6" AND f" AT I IME OF PLAC,EMEF,11. SEE 1�1PE0FI(,Al ()H-, FORI AF-)FATIONAL Apollo beach, Florl C�RITLRIA. 4. 2. 3. (5POUT 511ALL C,ON515F OF PEA ROC,I'. (-_'5/c5` MAXIMUt-1 AC:-;C,RI�(5AFE) C,ONC'REITE MIX I I : H11 H SLUMP DE -1 HEEN b" AND 10" A-1 TIME OF PL_'(_,EMEN1. 17,f7_I__ SPE(AFI(�,ATIOHE, FOR � Ln re ADDI FIONAL 6Pl FERIA. 4.2.4. C,ON5TF-U(,'IFI(1')N JOINITS, HILL FIE PERMI FIFEL�-) 4. 2. 5. `4 THOF,) OF (..,(.'.)NC,H.FTF. FORMINO, FILA(�EMEITT ANE-) ( URIN6 5HALI. DIF C,OHf.)IJ(_,TEF.) 11\1 < M �0 -T I (I. (y) I 2 : LIJ M rA __ �-*,. A(-,(-,0E-.!.PAN(�rF H1111 THE �;F`L - C,IFIGATION'-) A5, ��,IATF 4.2.6. EAF�,'.] H SUPPORI ED 5LAIF`Y.5 (I__x(1I_.U1AN(_*:.� LEXFERIOR� I1V1IJ-'kIAr`5 ,I F.-)RIVI - _HA r'c)) : �< F_ 0- CO - 3 /_,'" Ml[,I. THI(�Afli,f.l �') F,j/ MIN. F�E JHFr�)Fs-.!(,EMt_HT 017 6-�.() x 6.0 H/ 1.4 x I - ' ' ' A F-VIF W iz Lu I Lu �: T, - _j . -,r IN TOF' OF 1-112" OF �)LAD. F_IDF_F� MF_��H F .R F)E�AC,H MIX IIIA r E3E L)' -')E 0 LL.O. HI,AIF @ IZD C) C,ONFRA(�FIOP.5 D15C,REFION. 4. 2. -1. C,(_-)N(_-,RE'TE. PL A(-F+IENT Tr1F�A(-,TI(-,F_�) 1:'111AL L E3F IN A(-/-,OF�F,)AFI(-,E H1 ALL L_u � (-/,) AC,I-- MC,P 2004 �-)TANEDAPD':). -1. ,-3. GONGRETE MASQNR-( : 4. 5. 1. FILLEED C,ELL-5 H/ (1) �5 5AR 5HALL E',E LOC,ATED "Ek PLAN. � �. 5. 2). LOA,-) LA:ARINC-, C,0Nr,Rf:T[_ MA!�,ONFFZr' 131_(-)C��'*. 5.11HAIA- Df: A�,-_)Tm C�11-(_)-01, T'rFIF 11 � - NON-1-1015-lUl-_�E (,0NTr,�(_)I LED. 4. 3. 3. ALL C,ELLr., 4 (_,AVITIE'�� E-3ELOI11 63PA[-.)E HILL DE FILLEF) H/ C,ONC,F�ETE: IN ALL (/)! < P___� ` �FF�-1 HALL5. 4. ,3. 4. THf_- A5(-'�R.E_:C--*,A1 E S-IIREN�-*�] H ('.)F: I HE f3I_(.)(,I,.`� AND F-I(I)PI AR SHAI-t- 13f: 1:'ry) 7 1,1300 P51 KNQWLEDQE AND BELIEF, ME SIRUCIURAL MINIMUM. 4. 3. -5. ME T I IOF) OF C,OHC,F�f FE. `WPONF� r PL A(.,f ' 111t ' HT AMP C,ON'�?TF�JC,TION '-7II^LL E1,E R301 FOR 120 MPH, 3 SEC. C,USI", EXPOSURE C,0N1-_)U(�_TFF) IN A(-,C,OP.F)AHr,E HI FF1 THE �)F'f (-,IF C,ATION13 A15 15TAFED. 4. 3. �?. MOTrZTAP SHALL E3F_' T f'PE' '�)" FOR AL L �,IASONR r C,01,11:�TRU(-,TION. IF. 3. -1. MA5ONR'r ROUr:A1 OPFNIN(-_� F,IA*T' VAR�i' IN THE C,P(__)15S '5E(_-.rI0N 011-IENSION OR T_I_I-\/A-TI(.)N OF riiiS c)RAWINC OHLY. DIMENSION 5PF(_,IFIE0 ON THE APPROVED PLANS FROM -Ile]" TO +1/2" PER '.1F(.,'rlON R&06.13 4.4. STRUG-FURAL LUMBER ; T 4. LIL WERIOR LOA[:�) EEARINL-j HALLS SPIF, Fb -- 6-15 P'51, E -� 1200 f`.5,,l r CLIENT ori rilts PROJEcr. ANY REtIRODUCION OR ALL EXFEPIOR FRAMIN(5 5PF, Flo � b_75 P'51, F = 1200 ,`._-I 11 - �, el. 4. ."_.). ALL FRAME HALL'5 TO E,E C.01`15FRUC.I-ED 1)511\]F� 1-�PF , '--- DIESCRIPTIoN STU[) CQUAL I 1'r OR E,E F TER 4,4.2. ALL PI_*r'IA1000 USED FOR EXTERIOR AFIPLIC,ATION�:) DETAILS C/S3, (,'(-,/5,3 & K/53 FOR WALL .�A*FED �_,HEATHIN(-_) EXr I U.N.O. SHALL P,E AIDA F 4. 4. 5. 1',LL PL i'1 11001D )5_,[�D FOR lN-It�-r1.I()F_.,' APPLIC,ATION`� SU(,F4 1-5 1,UF3_ `L(,.)ORlN0- AND 1.01 RLVISLDULIAI1, KISJ 5HEAR HALL`) 51-1ALL DF APA RATL_'D SIHEAIHIFI(:� EXP I U.N.O. 4. 4.4. IF O')E3 DOARD l��, TO DE. U51F-P N F'I.A(�E OF PL ri-10011) IS 10 HAVE `)IMILAR C)R 1.03 UPDAIL DETAIL KIS,4 ,5f-�F.ATL:R SE:(_�TION PROPFRTIFS. 4. 4. 5. ONL'i' �-)TRU(_.TIJRAL. LUMDU_R TO DE U'�)ED [:OR AN f:XTi_:'RIOR APPLIC,ATION. HOOD IN ____ GONTA(�T HITH r,ON(_,;'��'TE� 15 TO kEr.E-IVU_ A 5TANT_-)ARP GF:4ADU- PRFS'�LJRE: TRE:ATIN0. 'Ir. e1r. 6). HHEN PRE ENr-,,lNEEREP TRUSSES ARE 6ALLED FOP. ON THE PLANS THE CA 25948 `-IANUFAC,-rURER 15, -To �jup,ml'f SHOP DRAHINGS TO THE EI`lr::�INEER OF RE(,ORD. 4.4.1. PESII`:��I, FAE3RIC,ATF A00 EkEc.-r i,,j(�)r.,E.-) TF-�U'��51F'3 IN A(�(_,OPPAN(_,E HITH THE 'l7)E5IC-,,N � P.E. 960122 SIDE-0FIC-1 FION FOP. LIGH IF ME FAL PL A FE (�ONNEC, FED HOOD FRU55F15" E','( THE .. A A - P.E. IM9758 AN5F/rli I-02, D,_',51 I - O_:� " r. 4. ��. _r 11 - HOOC - T 6ON FA(��T H1 TH T`Z)N(-, RE FE. SEA F PIL A 1 El�, UNI --,EA FEE) ) 51HALL NOT -P,E IN PIPEC, - _ 1!0 41`*. \. ''Ok ,0 ) 0# SHALL E3E F)ROVIPEL�) A f E,EARINC-., 1OC,AFION'5 1,111FHOUT HOOE)EN FOP PLATE':-',. A'. 4. Ii. ALL EXTIFRI(_)F� FRW-V HAL L 5 !�AIAL L F.3U STIJ(�C,0 FINISH— WE," 51TZ.,C,0 FII`W-�H PU'R � : Cr ." P, YL. Af��TI-I (__ 11-,26,, /\PF1. r' '3 I_A'(F.F��!�, H1 TOTAL 11110r:.NFS�`� -1/8,1' OVER MI I.ATR FIF-1.1�)T .* ,!� (�, .. j* . Pi , - J\qv� -* \,' '7 0� �- Q., . 4, 2 L.A'ff:FZ5� 5/5" TIHI(_�i*-'-'. L:AGH. *5'R[_,) L A'F`ER. 0"" -1 HICJ`�. 4. Ar. I 0. INS] ALLATION 017 E_ -XI ERIOR I -Al HIHO d FP A MIN& SH A ILL C,C)l`,IF`I_'r` I'() AS -I M (*., 1063 "I - STRUCTURAL NOTES F_, -)F,�IPA Rf�51PF-NTIAL C,017k' F -Z-103.6_2 - FR FL,' - 4. 4. I 1. FIELD C,UT 11,11-)5, NOTC,HEI� ANP DRILLED Hc)t.F�) OF F1HF.1�)F.FWATIVF.I_r' TF-�FATEP HOOD DRAWN BY: DZ `HALL DE TF�F_ATFA�) IN THIF HELP IN A6(-,0'vT-)AHC,F HITH AHF'A M 4 4.5. FASTENERS AND TIE DONNS : 4. .5. 1. FA5Tf-_NF-R"; AND TIE DO/HNS) 5HALL (�C.-)N5.)IST OF DUT ARE NOT LIMITED TO : 5HAPIEF'), A 11�1(_3LES, GHANNE_1_5� ; ASTM A36136M 04 Fy = 36 <S1 ROUND MET A I- PIPE : A STM A53-02, Gp', A DIE 5 Fy = 35 1<51 c �,GIUAF.F MFTAL ruDINc, : ASTM A500 -0:3o, ORADE Ell Fy = 4ibr'.�,! F.F: ; _q4 Hl(�+I 5T ENC5171-1 E30L F5 : A'5TH A__:25 MAC,HINE DOLT!�, : OALVANIZEF) A�-�TM A.'30_7-0-3 4_15. 2. SHEL�T METAL AC,C,F.550F�IF5 ��41ALL C,OHIF01-:�I'l TO : Fy - '._3'3K�,i1,,IITIJ (�qo GALVANIZED C,0ATIHG IN AC,(:,,.)RF)Al,I(-J_ HITH A' -.,TM A52�-,'5_7. A r. 5. `5. NAIL c-') 5HALL C,ON'_7I'-5F OF : C,Ol'IMON HIRE NAIL5 HI TH MINIMUM DIAME'll—, AS P - FOLLOH5 t ,�Gl = O.I`W", FOrl = 0.14,P)", l2d = 0.14b", 16d = 0.162". 4. ��. 4. ALL FA'3 FEINEF�5- ANL�> FIE DOVIN5 EME,ED�)FL7> IN C,()N(�RE I E OR USED IN AN EX -1 ERIC.)R APFLI(_'�ATIC)N ARE TO F�F(_�EIVE AN ANTI-C,ORR.O5IV_F C,OAFINC7 E,"r MANUFA(�,FURER PF�IOIR TO iW'.,TAIA_ATIOI1I. 4.5. 5. ALL FASTENEP,5� AND 71E DOVIF15) ARI..' J0 PROVIDE 7HE OF'I.IF:T (-.,AFIA(',IT*i' C,ALLE:17) FOR IN -HE PLAN'_�, ARE A ,_jlNlj,_jLjM. 4. 7�. 16. ALL FA5TENER TIE 17)Oie,JN��-), E3FAF11 r-IANL5_EP'__-',, joisr rIANC-_.,FR.5, AND FLOOR )RU'l-'s ��TPAPPIN6 ARF TO E3P_ IN'�)FALLF!7) IN AC,C,ORPANC,E H171-1 THE FILAN5 AND �-�F'F_(,IFIC,ATIOH.1�1, 4. 5. 1. (_.ONC.RETE Et-JF�F[._)L�)FC) j ROL rs USED FOR UPLIF F APF TO E1,F HE - SE I PRIOR. I 0 _, 7 INI FIAL '_�EF OF FHE (_,ON6F'El_E, c�PAC,INC--, AND ALIONMENT ARE TO FIE IN AC,(�01` F)AN(Ar. HITI-I F�IF I)TE'310N PLAN5, U.N.O. ALFEPHAFF`� TO "J" E';OLF'3 ARE NOTED ON PLANS. 4. 5. El. C,ON6F'E FE Ft,IE.,FL._)L�)FF) -FIE POI,111`15 USED FOR I'PU,�,T_) ANF -T( -3: - - .. _ .) V1 A L L UPL I FJ ARI � _.) E F PLAC,ED APOIA,U) El-IE13EL)DED REINFOR6!Ne, FIF;-�IOR TO OR I,I'rlll-E: PLAC,INC-� c-'.�ROUI. 4. 6. i'-1IGn1-.0-LAM LUME)EIR: 4. b. 1. M I (� F?. 0 - L A 1"1 �) T F� E '-*)'-) �; R A F.) E'---) 5 IF I A L L F'R O V I D E_- T l I F FOLLOHINC7 MINIMUM PF.OPERriE'--;,; p = . � ,2,0(-)C),(-)(.�)O r��,I H.) � " 2, 1 1.5 0 F I �:) I Ft - ,b.50 PSI � r (� � 500 `_'!�)l (PE:FR�rNI7)k-,Uj_AF,�) Fo = 2,-IOO (PARALLEL) 4._1. STEEL: Fv = 2�,�5 P51 d. -1. 1. IN.'�TALLATION OF ALI 5TL�FA_ TO DF. F'F.RFOF�MEP E3*r' AN E7.XF'FRIENC,E�_.), CWALIFIELD STEEI,_ k_-F_.,'EC,T0R. 4. -1. 2. FADRI 6ATE AND ERE(�,] ALL 'id RU(S] URAL 5 TEEL I N A(�,C,ORDANC,E HI I H A. .`,.(- '�)F`F.C,IFI(.,ATIOH FOF4� TI IF: PIF.�)IC-,,H, F ADF-�'IC,Al (I)III, AND EFF-;�EC,T10H OF �,TFRUCJUF�AL 5TEEL FOF� E�UILPINC-'�)`. 4. 'f. D. 5FRIJ(:�TUF�Al_ '3FFEL: A5FM A'.36/ -_`,(A -I 04. 4.1.4. F�TFEI,_ TUDIN(5,: A�.�,TM A5O()-(-.)3o, OF Ar. -)E 13. 4,-7.5. - NFI__PF[_,) (LC.)NNF(ZIOHr�: F_7OX,< ELE(�TF,'.(_.)D[_-�-�, MIN11"IUM E�ZF FILLET HF[ F)f3 'Wlf��,", Avl`� (.,ER -F IFIED HFLDER,��,. C,ER'l IFIC.,A-T ION PAPERS TO E -3E SUIE-31,11'r-1 ED UPON PE6WI__-�-"T. It. -1. 6). HHERE STEEL E,EAl,,111, ARE r-ONTINUOUS OVER C,OLUMNS), PROVIDE HEE, 1,,TIFFE+lIEF,' PLATE5 ON EAC,H 51L. -)E OF T'HE HE5, OF A THI6I,:.II EuUAL TO E,EAI-f FLAN(51F T1 IIC.,KNF.r-_6, L O(.�ATF[_.) AT T1 IE (-,F NTEF� 1. INU 01' TI IE TUDIF C,OL UMN. 4. *1. -1. THE S,TEEL FRAME `---, 'NON-'_�)ELF '_�,UPIDOF'Fl N,'5". APEOUA FE ]'Er,jj�O�_� A P.*T' SUPPOR-1 5HALL E3F PROVII,)Fl_,� -br THE (_.ONTRAr ,T(�)R UNTIL RE-GUIRIFF) C.OFINF(_.TION5 (-)F' ______ F.L�-MF,NT5 Al`-�E: IN PIL A( -,E:. ___ _____ __ 5'U1Lr_-)1NC4 [)ATA ___ �UIND 6PEEI) I20 �11_11_1 JIND I�,jF-1r)jZ1.j-ANC.',E FA(.',T()F1 -- . 1-1 (b) � 1,(/�) WIND EXf-)03UFRE 11c," (FRC rp,301) INTEII;�NAL FIPE-5':)UP�E COEFFIC!ENTz F/- 0.15 ENCLOSED DLDCO DE51C �I,N WIN[) PP,E50URE; - ((�;Oi-IFONENT AND CLADDINCi) UJOF?�)T CASE (10 SF - END ZONE) ` END ZONE l�� ONL I' I.I.jITHIN 5'�O` OF ALL EXTEI`?10�? 51-11LDIN6 G-Of-PNEF16 WINDOLL15 /-\NF) POOF-5 120 i-1PI-I � 3,o.3 PSF / - 4?,.6 PF)F (END) LINLES�5 NOTED ON FLOOF PLANS + 363, PSF/ -39.3 FISF (IN rEKOF�) ,INLE-�)S NOTE[) ON FLOO�?, PLAN�5 _AF,AC-;'E: DOOF,1,5 (V z 120 tIPH) 5IN6LE ?jxl ,216 PeF / -312 F5F DOUE)LE 16x� -�2�,�,4 F�F / -29,4 P,�F 4. P), SO I L: — 4. F). 1. TIIP F�OOTINC., 15 L_-)E'5I,5NEL_) FjASE ON 20e".)OPSIF S011- Dl___ARINc�, F_'1`-_?F'�-,5LjPF. ON .., G -1-P,A(-,'[-,�)P�,/('.)�,l��L--��', '1-1,4\11 \/F.HIF*r 1701L DFA\F�IN(5 Fll,�E51_�,UFIE OF ]-FIE Pf,mor-osEc> SITE , 4. ��. 2. ^L L `jOIL I`) TO DE C,LEAN 4 POI'_-�ONED FOR FERMI TES PEF?, FF3(� 200-1, RESIF)ENTIAL 5E(�TION5 F��".7��',)O.I, P`320.2, V -__32O.-_5, 4 P-TC4. TEF--�MITE PROTEC,TION -_ PLANS MUST SF--'EGIFY TYPE OF TERMITE TREATMENT 0 `�ull (_,lh,�-.,rnI�.,-.iI E�clr,rie.r M�.thod 0 ('.)I,h��;r' Lr-��;ol:rnoolt - MucA !�,Ioe:;(-Ify pr,opo�,,�.d rw�tlh,,)d ond 111.6(flit CI(�r-L)rfiF��r)tcl�,iori,�-lhir-h �DUIO'Dton�lolto,�, �N� pt-opo�ocl rn��Llhod, 1�� (-Ile) (-,lr)pr,r)v,-::d te�:rrrl&� or,otec..I.Ion ��(��t,��rr)r-)(,riie.t�io,-�i. . TEP.MITE TREATMENT 15 USEP __ - ___ ----.-., , 1. `E��C, C5.11 '^ r_-)6-r,rTionP_nIt - I,- n vi�lr_lh idontlFlo,-, �ho For-milto tr-,.�-.oltrnf�nit pr-ovide,w c-ind nood 'or, r',--in�,r),,�(,tion drid tr�,��(-itryie.ritic.��)rirr,(-ic,t ne�n6,Aol sh(�fll be, pnovi�-,16,�dl. -Fh(� !�Icjn 5holl bo po�Ao,_-I nee-ir, the, v4(tb:�r, ho�xtt�,r, or, e�flk7,�Ar,jr, prtned" 2. C.orirlo.nsolo oriol roof dov,n,�puutt� 5h(-1111 dl�-,r,hor-cy. cil, le�-(-i�,L '-O" oi,iot,l Fr-orn tho building 5idE�. �^I,_-1115. :3. lr,r,lr.i(-,iLle)ri/,z',r:)r,lril-.I,,--r� �,t��,A�-,,m�, irv,luding o1i e,!��ew,� orid �+)(,�.;y lheodc:, -31h�tll not bEi inr�tollL�;d"ll;hlnl P -O" of LIh(�._r-,,l)IIdInrj s--,Id�--� vidl-. 4. FE31C, R-104- To pnovid�� For, lri,,po�.Ition For, i.,�wrnti�-, infe.51�oltlon, be�.ItvlL�-.on i,,iall c:.(-)v,�Dr-Ing ond firid o'--irih (-, �-holl not r-.)e�� (-,f�-�-, thon 6 in(,h,�)�,. F_xr,��ptic'n: Point or, dor,,or-otivo (�-_mc,.ntil�iov!5 FlnI,.74i k�.-*5 thorl ,_jr,od��S -- - -It -) LIh(- foi,nd(AI(-)n vj(�lll. __, -. ( , ;n(�-( I /P�" Llhic,I� .1_416� ,, --I dlr,(�,��Iij L� .� 5 -:32C -,oll ixooLrri�-.�nL 1�, ,)F,,,�;d for, ��ubt,.--;rr,one��tn t�v,rnito -he,rnlc�( ... R .),I.l Ii � j)r�o,/,�-,ntion, tho iriltial (_ --il _i�oll tr-L�olrnonl, 1nadcIc-. tlh� FowidcAlon r-,)e:r-Irn,_�t,,;r, �,Iholl b�-: ,don(,- o . e -r- (-.ill ax(,(�ivotlori, bo,_kfIlIincj ond (,oenpo(Aion !,, (,omiole,t6�. �'-,. F�'_3120.1._,) If t�oll tr,6-witrriorit i�, .)�,,�T,d For, �:,ulbtor,nonerjn t,�.r,rnit�� pne\/,�-mtion, 5,,,.)Il cireo dls5Iturb(--.;d ol[L�,n initiul (�N�rnl(�(tl �,oil tr�-;r.,trytemt. �,ihrfll be, r,otnoab�-d vilth r-4 c.herni,sol Clod tr-ootmont, Includinq epoc,-:,� lboxL�-.rl or for-rnL�-,d. 7. R_-320.1.-3 If soil tr,or_itrnc-nl- i�7, u�.,e,d For- sulol,c�-l-l-cinoon Lonrnll,o pr-t�vc--.,n�k-n-I, �3po,,O lei r,on,,xc�;t�� floor,�� box(!��d out or For*mt�d For, tho '3L)b'50(qLjonL jrjr3tCjII,Aion c -.)F* plu�nlblnq brop5, di,olr)5 or ori� othyr, purpo5o � �-,Ihrfll be. �x,�,ot��7.d by .)�Jnrj r_-)Irl-z�tic, or, mE�trll p,�wrw-in,�-ritki plcx-F�d Fr)rryi�, (-)F t7uFFIcionI, <_-I�;plth to ollminrite rtny plciririo�il �,oil (Jl�tur-l:_-,ont��. oftor, inftiol r_horni,�.rfl �,oll_froc-itrrl��,.rit. �5. F320.1.4 IF �oil tr-�-;otrr��nlL 13 U�3C;d For- ,5ubt�3rr(-_m,_-,on tr_;(y,nl1r_- pr-ov,�ntlor-1, (,hE-;rnIc:oII1j hr-ooi:od �,e_)Il '-)holl bo p(-oto(�,tc.,,ol viiLh o minirniurn v-, mil vopor- r-o.t(--ir'd�,-r- to prote(_t o9oln,51t nolnFoll 611yLlon. IF r,ulrif,�ill (w,uwc, bo�,�or. vopor, n�-,,t(.wd��-r, plo(_6mont, r,FA(,(��itw,-.�.nt IF., r,,��(.Lui(�ed Any vior'l-,, ln�.lur-dinq pif;ic.e:.-,rnont oF .. r,eIriFor,(,Ioq �)tee,l, dorie? r-.iFt�-.,r- (homl�ol t(,eotrnent until tho con(.r,ete, Floor IE� puun�:,d, �)F_icill or., don�-, in ,�udl monner, c-.i�, to civold peri-ixoI.Inq or, dl-�,turbinq tr,eal,ocl 5oil. 1-1. P-320.1.5 If ,,(,)!I tr-eo�c.itryi,,nF kv ,)�,e.d for, c�Ljbfor,r,one,ori tor, lite or Ewf�rltlurt, e�.owlr'F� I El�l 0\11111"PoUr, or, mor-[c,'ir, , r, � . 01-�LMIL)1(4�7;,J olonq th�-. �-,xt,�;H()( Foundotlr)n r)F�wirn�-,I:�-ir, s,holl be�; r,einovevl prlo(, 'cc) �,_xcor,ior- c.hoinic',ol �7,oll t.r,i�,,,_itrn,-nt, to ��nlhbri(,e v6,rtje:,e_.iI pe,nerx(.ttion OF the (.,hr;m1j(�oI5. 10. P_520.1.() IF 5oll tr,e,citrel,�mt. i�,� u5E'd For- E,ublte,�r,orlorm ter -ml I r,?, pr-p-vomion, (,lhornir,ol soll trootmentc, s�ioll ,�,fl,,o bo cipplied indor, oll e,xIte.nion ronc,r-'eLe. or cjf,r_id,3 vilthin I Foot (�505 nim) oF tho primony ,,tnu(.tur,o�7, �,Id�3w_-411,1. Al�,(_); o ver-tir,d �,Iho(rkol bor-r,ier, ,'holl-bo oppliod pryr`(Iotlk� qrtx�n (.owArlyr-rion 15 ,-.ornple�,.tod, indudinq irill.lol Ioryi,(,e:irAw.-j orid lr,r,i(-Ic�iLl(,,ri./�4-.)r,lril�.le��r, ln�lcdlof,lon. Anl,I ,,oll dI�Au(,b6-,d or'te,n tho chomic,cil vor-Ll(�cjT bcxr-l(��(- ls�, oppll,�,,d s�dholl bcz�_pr-ornplli� ,-(�6,Ln�-,cA��d. I. R320J.-I F o rL�-.Cjjs1F_,-rc�;(.-I lt(�.r-mlllGldo f'or,rnul(-A(�..(�,i ond r'6�.rjI,_-,I`or-,i-;o' o,.� cl, bc,fll, 5�pt�,rri 15, u�,od for �-.ijbt,�wr,on,_-.rin t,��r,mit�,. pr,,_�-vi�.ntion, 5,�--.r.[..IonE, R'5_2O.I.Ithr,0L)Cjh R-310.1.6� do not opoil.1;i-loviover,ci ,I(_,jn��CA �,ontr,o�.t 0�,�AY'ine`,j th(;; in�,tcfllotlon, rrtc.41nwnririe.�c, �ind monito(incj of tlhe� b(�,;itilq !F,'lj�,torn For- c; minlry)0m of -) y.�ur,s7, frorri !:.F-Q�; l�,5�u,�� oF Lh6�, (-.,��-,ntlll('_�11;0 oF 0r:-(,l)pon(,Lj �,hclli bo pr,ovld�-�;(.-I t5th�-. bUildrig offk-jr-A or-Ior- to Lln,. p(-.�xjnq oF Lhc7, a,lkllb, (-in(-] Lho ��y5l.(--,�rrl mu��,il lbe�; lri5tcill�:-ol pr-lor to Fin(-.il bulldInq or>Pr-,,_),/(_'iI, 12. F'F3(., R320.1 - All huildlng�, (-_w�-. r-,-;quIr-e-,,e-.I Lc-) Fiov,i� pn��c(_-)n5l.r-uc-,[Ion tro(.:itwonI:. I -',. R3'�10.1 F,_��r,rrfltb, P(-ote,r�tioo. 5�7'rnit,--, r)r,rA�-,(_tiexi �,holl I,w� pwovidrjd by r,oql5to,nod te,miltic.1do5, Fnc.Iu(-,flrlg ',oil �,IFPIIed po�.-,tlddo��,, botinq ,-�tj,-Aorn�� ond pe;�,tic,ldc-,�, applk�;d to viood, or, other, oppr,vvExI m(�jl;Ihod5 of t_(rr1iIc6, pr,e:A,EirAIon ol-)&,�-,�-1 F*Oe� ,)',�_' 0-, (I or'E�\/6-riltotive, Fr,,E�(itrnont to ne.i^t r,onsltr�uc,]Ion. !��,00 5)�-,61Llon 202, R��11 ji5t,��(,,�,d t��r,rnitj(_!dt�. Upon (,oryiplE,tirw of dev, ,�q_-)plle,,.ution of th�� torwifto pnotF;c,tIvo Vootrric�;r)L, rj C'Irllifl(�Ior��; or (__..umpllone_E� 4ioll b��, F-)F�uod to th�� buildinq (k-porirnont bq rho lirson�:,00l pc�51 c;(Drib-ol (. )poril,j the -A c�ontolri�, the- folk-n-jInq �tAcit,mv-,nt: 'Th�_, buildinq hoc, r,e,(.,c�ivod o r.rjmploto� tr-,�-�otrnonl; Fon tho pr*,-,�/OrAlon oF �-U;bI.3l'r-(..ine,(-ln te?'mIto!5. Tro,otrrlonl, ko In ci(L(�ordonr,e �,ilth rljk3s� 6ind kl�,i5 F_�,tabll5hod by Jlo Horick'I F_)rv;l-)c-lf't(n,-;nf. of Ag(IculLur'o ond C,oric,umc-.r, Sor'vlc,,-��." "' 14. R'�20.2 pF,o�-,trrAlon. v,otr:�r.tiv,�? . �,Ioov�-�� ,sir,pund p1pinq p(�,ri,L�Votinq (_onr�noto slob-on-gr,odo floor,5 5holl not lb(�., r')f r�dlvl�)5e, r-or1to-Irlirig rncitor,ioI5. IF 5oil lnorsitrnont is,u5od Fon sylb',or-roncJcin �C,-r-fnll,o pr,olt,�-(_Irion, ltlh�j �)Ioevo 5holl hove, ci mpxImum vj(:flI thk_knopc� of 0.010 inch. ond be soolod "Ithin ;1h,5 5�LA_-)\usIne,-j (�i non-L.or'nosivL, r_lompinq d�_-vk.,j to 6flirninr_it��-lh�� onnulor- spor.o boltvip-p-n thc p1I ond Lhe I c:, oc�; /o. no LE---,nrni(.-.ic.Io5 s:F-v-�Ill bc�-, olopflool in5ido th,:�� 516�Vrl'. I 5. F_.-,'3-)(.)3 (,I(s;onlnq. (_,t�.Ils cirld c:.rIvILk-z�5 In rrio�or, unit5 ,�;rld oln cjrips ld,�tvi,�on II 5Lon,-, o, rrior�onny r, I)r,p vf�.; i(�-,c--.-,�� cvi(d tho �,�ruc�turo 51holl b6_7: (-loone.d (I oll nonpr,55on\/c,aI,/,_- ;r,_-ot,-_r_1 on nonnnturolly olurcible. �,io(-.)(I, or, oLher, ,,-��livios,��-r-e�,,ritciloi(icj ryiotor,iol pclon to r_one_n�_to ,vI,_,ic,tmne.nt. 4. ,'r.', .�5. 1301L 15 TO DE (�OMPAr-TED TO q55,6 MODIFIED FIROGTOR. A!�2 PEFINED F3*r AI�TM 0 15D-7--00 NOTE: E30RAI-E APPLIEE) TO ALL FRAME MEMBERS /1\dTHIN 241' A.F.F. 1) METHOD OF FR_EAFi,,IFNF SHII-1- BE AF'P1,7�0VE-F-) F-31' -THE 6�oVE]RNIN6 JUR15DIC,-TION "LIGUID :150R.A-1E OIR F3(_)R-A-(-10R" PROF_)tJr�T P,IETHODS MU' -)T DF [-,)E_TE:.F'0-IIHE"i-_) AT FERMI F 5 FAL'-)E . -1) -,Ul z TP -A-ra) I__UI-II-3FR. -THAT HA�, 113FEN nuT OF� PRILLEP THAT EXP013E-5 IDRE5�: -_tL -,E - . UNFRE,,\rED PORFION5 OF HOOD ARE RE-C,X)lRF-_F_-) TO 13E- HU -1-F) TF-�E:ATFIF) TO PREVENT IN'_'�E(_-,F NFE13FAFION. . _____ NOTE: . _____7 IT 15 THE GON-mAr,ToRs F?�ESPONSIBILIT'r TO F�EVIE�� ALL. L_,)F�A�,IIN(55 BEEFOF.E GC)N5TF:�UG'_FION BE611\15. DANSGO EN(31NEEF�INO, Ll.-(-,, 15 F�ESPONSIBLE FOP. THE STF�IJGTIJP�AL INTE::r3P,1TY OF THIS, PP,G)JECIT ) L-) ONL'r. AN -r 17_)ISGF�EPANGi�' I- - ETNEEN FIELD c,c)NDiTiONS, OTHEF� DESIG3N PP0FE5c_-)Ir_)NAL5' '_��+-IOF DF�ANIN65, r_..,ONTF,Ar_,TOF�5' BUILDIN6 / A 11 DFA 11 - s m sT E`E r-IETHODS-, AND THE!5E '516NED AND SE LED �/ 1/�IN(5 U _' -) BP.0U(3_HT i --(D THE ATTENTION OF FLOF�IDA L_,)E�316N SoLUTIoNs, IN(-,. L, PF�I(-_)F� TO THE r,0I\/IMENGEM1E-_NT OF--- (SONc5-T-F�UCITION. ____T I ATTENTION: c/HEMIGAL GHAN6ES IN PRE55URE TREATED �\IOODS I AS OF DEGEMBER,515T, 2005, GHROMATED GOPPER ARSENATE (GGA -C.) KLL NO ' LONOER BE PRODUGED FOP, RESIDENTIAL OR 67ENERAL GONSUMER USE. 5EVEIF�AL NEN PF,E5SUP,E_ TREATED NOOD ALTERNAT I VES- HAVE BEEN C�REATED TO REPLAGE GGA -G. MAN'r OF THE NEN PR.ESSUPE TP.EATED HOODS USE C_,HEMIC�AI_5 THAT ARE G(_')[:��ROc-31VE TO STEEL. IT 15 THE GONTPIAGTOf_�ZIS RESPONSIBILITY TO VERIFY THE TYPE OF ,',IqOOD TREATMENT AND TO SELECIT APPROPRIATE GONNEGTORS THAT RESIST C�ORP,C)SION. FOR EXAMPLE, AGO -c., AGO -D, GBA-A, OR GA -B REOUIRE HOT -DIPPED G-ALVANIZED OR 51-AINLESS 15 -FEEL FA5TENER5. DOT SODIUM BORATE (5EW DOE5 NOT. RE6)UIF�_�ED SAFETY G-LAZIN6 IN HAZARE)OUS LOGATIONI-5 (R�E: FR(� R.730b.4) R50�.5.,_-) HUMAN MRA6'F I-OADS. INDIVIPML, OLAZED AREA5 INC,LUE)IN(3 OLA'55 MIRROR'--, IN HAZAR,DOUS LO(�,AFION'_�-, SU(.A-1 AS '11-105E INEAC,ATEP A15 DEFINED IN �-,EC,TION 5�50��A ':'.,rIALL PA5'5 FHf--- TEST RFOUI'REIIENT�-) OF C,P�',cl 16 C,FR, PART L�)(_) I C�RITEF�IA F -OR C,A FIE E)OR"T' I OR (�A FE00FI, r I I A,5 NDIC,ATED I N TAF3L E F-�-_3o�5.`j E;<C,EF'TION5: 1. FIOLI�A-IE-T) Vllr:�ED r:,LA5��-) FOR L;': -')E IN FIRE DOORI, AN::) OTHER FIRE RE516JANT I-OGATION15 5HALL c',0[,IF1ANi' HITH AN��l Z,1-7.1 - 21. LOUVIF'RUP HIHPOH�-) ANF,` _ALOU5!E5 SIALL C,01,1PANr' Hi -F -i 15&�. FION R.30E�.2 R50,�Ar HAZAF.'DOUS, L -061"'I lONS. THE FOLLOHIIN(�--, 5HALL f3E C,OHF�IDEF�[_-[) '_1I`_'F_(_,IF I(, HAZARD(')U�') LO(-�ATION'_:� FOR THE F-URPOSE (Az C,I_.AZIN(-,- 1. (-,',I.A/IH(_,- IN �-)�,111`1(31N,5 POORI-) EX(��EPT JALWSiEE-J. 2 � 0� L� C 1- 6�LAZII\115 IN FIXLF., AkP 5L 11-�)INI(L-., PANELI_�) OF '311EANCE.-, r)(-)C)F� ASSEIIIE31_11.�',, AIN[-.�, F`ANIF'L.'_ IN '5Ll )IN-) AFFIF-) E,Ir7(_',1__U (,L(,)�-�F-'� [,')00,-� A5'4-F-IF�LIPZ-. '-3. ,SLAZI1\1�`3 IN �_)-TOF�.'.I-1 [-)(��)T_!.�-�, . - .- 4. L-_,LAZIN(-.*, IN /',I. -I- JNFF�'.Al�lFl.) �-)i-lil,l(-_�IN(_., [)o(_,11�!�-,. 5. (-)1_.A/IN,,,5 IN DOOR�') ANF.) E-N1f7,L(_)'5URF'5 FOR HOT _FUF,'__), 1/41IRLP001-5, 5AUNA'__-,, �.,-IFAM F�00i,+��, E?)A*FH1UF,S, ANE) Sh'01,1:1-_�5, OLAZIN(L5 IN ANi' PART OF A E3UILL-)ING-� 1,1tALL EN('.,j_o'_,IWL.� 711_`�F , (ZA'IPARIMF�I`,11*�, l,-IHUF-'?E-' THE' DC-) . FTOM EXPC)SEO EL)CvE OF THE 6vLAZIN(-'.'- IS LEE6 TIH/',N 60 INCAIE-5 (15241 -IM) MEA5URED VER1!(',At.I.( ADOVF� AN'[' �)-IAl,VIN�-., OR HALK.IN(_-., 'Djr-zFAC,E. F 6. GLAZIN(7�, IN AN INDIVIDUAL `�IXIEP OR C)Fr'[�F,,At�3L.F PANEL A.).JAC�EHT TO A DOOF!, HHE-RE TI-4f-- NEAFI.EsF VF['] -!(--,AL Et:,�(:-)E IS, HITHIH A 2"I-IN(�,H((�110111'9 ARC, OF THE I-1), -.)0R 11\1 A C,L(_)�,EP Pa3i,ricm AMD ,',IHO�'�E F30T10H E 1)6E 6 L F'�,6 THAN bO 1'1'1(�OE'�� (I�-)_,)4MF'l) AE30VE THE FLOOR (')P. I,,IAIIe'II\,Ir' ` - - �-�URIWAF_ -I. (`)LAZIN(�� IN AN INDIVIDUAL FIXEL) OF,-,' OPERAL)LE PANEL, oFHEF-1. TH,^,N FHO5E Lo,�,A-I-J(_)N�-) 11 � _�L I E S,(f,RIDED IN I I EMS :5 AND I-, Af_�OVE, THAT ME:F:T�`) ALL OF Tit IF `�(_)LL OHIN(-, C,01`101 1-101\4`5; -1.1 F-'XF'05F..E) AF�F A OF AN INPIVIE-A)AL FANE GREAI-ER THAN q '76A) A --r ( ).F�36 m') -, - 11PE FEE C .12. '7,2 Eio,rroM EC)L�,F __F5'�, THAN ,_5 11`46HES 05*1 MM) AF',OVE IFE F-LOOR-... -1.3 JOP F:D(_-.T- (_'�RFATF_'R. THAN ':556 INC,HE5 ('114 Mi -Q A'90VE 7HE FzL_O(.,.)R. -7.4 ONE Or. MORE HALKINO 51JRFA(,E�j HITHIN :3� INCAHEE, (ciI4 MM) HOF4ZONTAI OF THE OLAZINe'-7. 6. ALL 61L.AZINO IN RAILIN05 F�EOARDLE:5cj OF AN AFRUA OR 1-11 - EI&H_I ADOVE HALKIP16 c')URf:A(_,E-. I NI�,LUDEI__) ARE '5 FRUC� FIUI_-4AL E,ALUc3 TER PANEL �_ . ) /\ilu) moN�)TRu(STURAL IN FILL-PAHELEd. "i. (5-LAZINO IN 1,11ALL5 ANI-) FEN(�E_5 ENC,L05IN(5, INDC)OF-�. AND OIJFDO(X�Z SHIMMING POOLS, HOI IUE3�, AND SPA5 HHE-F-,1E THE F -30110M EDC-�E OF- HE 61LAZINO 15 LE55 THAN 60 INC,I-FE5 (1524 Mi -I) AE3( VE A , � HALJ:*_111\16� ��Ur�F`Ar.E Al\[[) HITHIN 60 N(,HE�-, (152el Mr -I ) HORIZONTALL-r OF THE H A TER15 EU)6E. THIS SHALL APPIL r TO �-�ii`16LF'. 5LAZIN6 ME-) ALL ��ANE�) IN MULTIPLE OLAZINO. O. OLAZIN(:3 ADJAGENT TO SFAIPHA(5, LANDIN65, ANE-) RAF -V5 HITHIH 36 N(�HE5 ('114 mm) HORIZONTALLT' OF A 1,-IALKINC-� �,URFAC,E Hiff-H THF EXP(95EP 5URFA(,i - 7 OF _IHI: 6L.A55 6 LF_�)5j THAN 60 Hf'�HF5 (1�524 `-IM) AE30VE THE PLANE OF THE AF)JAC,ENT HALKINO 5UF�FAC,E. H. OLAZIN(� ADJAC,ENT -TO �-�TAIF�3,'[A*0�) HITHIN 60 II1IC,HE5 (1524 l"IM) HoF�izot,irALL_r OF: FFIE DOTTOM TPEA,L-) OF A 5TAIRHAY IN AN -i' DIF-�E�(�TION HHEN THE EXPO5FL7) ':*,`)IJRFA(��E OF THE OLASS 15 LESS, -THAN �jO IN6HE5 (1524 Ml -l) ADOVE THE NOSE- OF' -IHE -FREAD. F/C,EPFION: "THE F-01-1-01-IIN6, PRODUCT�-�, HATERIAL13 AND U";F5 APE F�<EMPT F5�01`/f THE ADOVE HAZARDOU5,) LOC,ATIOW-'j: 1. OPENI'1\IC-,,�'5 IN DOOF�S HROUF-,r1 HHI,I�H A _3--INC,H(M) HF -1) SPHERE IS UNABLE I -O PA5'__,). - A 5C I N I 'r F. .?. PECORA I"IVE C?Lr, ..-, .i�'S !, �_, (,)F�', -1. , �',. 6LAIIN5 IN ��E`(.-,Tlc;�N FZ�;' 0�5.4, 1 1 EM 6, HHEN 'I HEPf` 15� AN 1 NTI__1r-_' ,VEN1 Nr2 VIAL L. OR 0 FFIEF,� PEIRMANEN"I DAR.��IFR. DETHEEN FHE 00OP 1*1D Tldi� (5L/11ZIN5. A, "L .. OLAZINC-'e IN 5EG7 ON F� ��(:)�,`>A, I FEI-I b, IN IeIAILLS F ER,FIENCAC.ULAR, 'TO 'I HE PLANE OF 'DIE. DOOR IN A (-L.05EL) P051 rION (,')F', HHUI,�L A(',(',E'�)5 THROLJOH THE L)OOR 5 rO A (_',L0F)ET 01-�,' 5.)TORA(3E. AREA E� FEET (cilO IlM) OR _.E_�-)5 IN PFF'Tl 1. OLAZIFI(D IN THE'FA3 APPLIC,A'i IONS SHALL (�OMPAN' ,,r 1.11 F�j 5E(.""l ION R�3a�.11, 7 LiM -I. 5. rvLAZIN0 IN 5E(__,'I_I()I`,I I-Z_5('.)P,A, !I L -MS -1 ANC) C;i, FIHFH A PRO F.(� FIVE FjAI;7,1 15 INS'] Al -LED ON n IE5E AC<�EF;,�_'�IBLE '_,IDE(�,) OF THE (_:�I..A/ZIHC� �.�& INC-HE5 � 2 Nt�,HES, (cfl/; 1 MM 51 ml -0 ADOvE THE FLOOR. -HE 5AR ':�,HAL.L HL:- (,,APAI31.L OF i,-II'rFl�,T1ANF)IlIC77 A 11ORIZONTAL LOAI�) OF 130 PCAND�� F�ER LINEAR FOOT It::(D/M) ,1II'TH(:A,', C,(,",,NTA(.,FIN(.5 THE (L;LAS�n ANL) 5E A MINIMIAll OF 1 6 Nr,l-]E�, (:365 MM) IN F 1EIC11 if. 6. C4JTE3oAR[7) PAHL�`� IN 11,61ULAI N(:�, (_'�`LASF) UH1 F� AND OTHER K)LTIPLE (�.',LAZE-11.) PANE'Lc) IN ��Ec.-nolm R:-3(_)��A, I r Ei-I -1, l,,,1IiEN rI IE� E.'�(__)TTOH E_1 -)(:DF_ ,,-)F FHE (S,L As,,.1-, IS 25 IFEE-1- (�1620 Mi -I) OF) ' MORE AP)oVE (5RAFA_, A F? -OOT:, H^LKIFIC; 5JRFA(_,E`, OR OTHEFR HOF-VONTAL [1,11ITHIN 45 L_.)E('5F,EE5 (01ci FRAP) OF 11 -11 HORIZONTALI SU1,;�FAC,E ADJAC,ENT TO -THL: OLA�',,':, FXTPF,�I(_),r;'. -1. LOUVF�_�,Er_) IIIAPO]e,j�� Ar\l!:.) .JALOUSIE', (.,OMPL(IN(��, HITH THE F<�EOIJIF�FMENT'5 OF-- 5EGTION R130F),_). . . E, i,,jIRROj_-!,C_ AND OTIHI_�Fk?. OLA'1�5 PANELS MOUNrEC) OR, HUF,16� ON A SUR,FAGE THAT TFROVIDE'5 A I- . 8ull -,,'\(.,' -� 5 _)F�T, _101"IFINU � S E _XJNC _,UF`F'(_ ' - ED V I -RE: i. 5AFET�' (�LAZING IN 5EC,I-ION F,30c�A, 7U -1-1j: 10 AM-.) 11 113 NOT FIFC�IJIF-�F I'l- F ri.i 71-111'r.- '-)IDE OF 1�jlA 1pi�AIA*(, LANLAN(S', OR PAMP HAS A OUAF�F)F�All_ OR HANDRAII - ,-, , - ..1_1 - _, N6L_Ur_)Ij\IO PALU"TFF�`? OR N -FILL PANEL'5, C,(.)l'IPL'T'IHH I-11711 "THE PREVI�:AON15 OF 5FC,FIOH 1012 AND (-),_')_/._1 OF THE. FLOF�IPA 51JILDIN6, C,OL)E, D'UILEAN(--.�; AND q.2) _I'HE PLANF or- THE t5LA'_�c', 15 e5F,EATER THLEN IF, N(_HF�, (415-1 IAM) FF�01`11 THE RAILIN6. " __ ____ .--- - ____ ,,, Gil_4�`,F;, F3?LOC.'-f' INC:JALLATION F"FI`RFO�RI-IED IN ACCOF,04NCE LUITH FRG / F5(.' 4) COVEF?. 31L.L AFEA UJITH 4 HEAVY GOAT OF A!�PHALT Eltdl_.'510N� 41-1-Ol.0 EIIUL��ION TO C)F.T AT LEA -5F 2 HOUF�G [3EFOF�E FLACIN6 IIOF1)TAF,. E-3) ADH-FDE EXI'DAN51ON 5TF.IPj' TO JlAi-IE�C) AND r-1EAD. IIAKE GEP,TAIN EXPANi3ION ST�P,IP 7 E/rEEND5 I'O SILL� �,) �')ET A FULL 1-10[FZW� 5ED JOINT, AFPLIED TO 5ILL. D) 5ET LOI.I.JEP G(_%I'�?�)E OF DLO(X. I"IAINTAIN A UNiFoi:,�m joiwr WIPTH OF 3//'�` F�)LU5 Of,R `11NU5 1/�;�,". ALL I-IOF�TAI" JOINIT5 11LIST 15E FULL AND NOT FUF,"F�CXIJED. ALL "10PTAF, 1�.')HALL :'3E � "p- J011 OF? IIN, T1 I E �2 . , I. STEEL TOOLS I,11,15T NOT 5E UC)'ED TO TAP DLO(_,*,`,,1-') INTO PO")ITION, (PLACE , A F�115E'dEF, (.',fPUTC.',q TIP ON END OFF T�ROIJJEL TO TAP F.)LOCr, INTO PO�ITION) EX) NOT F'FALIC-31N, rAF', OF,' 01HEWI5E 1-ION/E 5LCC:< 4FTEP INIT14L r:1-14CE-1-1ENT. FOP, SOLID CiLAS,5 bLOCK, I I' I'IAI* bE-H NEC-',E'35AF`,T' Te`�') U5E: WE1X-*;-_-5 IN THE 1`10FRTAF� JOINT5 OF TI -IF LOLUEF, I (.oui;,sE,c; ro FizivENT rHE �101`�,'I`A!;� FF�01'1 E3EINCi '��OIJEEZEH)1' (AiT, IE) IN5TALI_ Fz'ANEL FEINFO'PCING IN EVEP'l' (_)THEF� 1,10'PTA'F F)ED HOPIZONTALO' AND IN JOINT5 1111EPIATELY A13 -0\1F AND F)FLCAU ALL OPEN Nie!:i�5 �JITHIN F'ANEL�j. (THE �)AME F)PAC.*,INCi I 5HALL AF'PLY TO PANEL ANIOIOF�5 1.1 ' lkIEN _6ED AT JAI -155 AND I-IEAI-')S IN LIEU OF C--HANNEI Of� (,'I-IA5F SUIPFOUNDS.) F,ILIN i'�E-FN'FO_F-CIN(:j (_',ONTIN1,IOU'jL'I' FF,011 END TO END OF FANIEL5. LAP 1"?.F_INF_OF.Cik(:; NOT LE56 THAN lo INC'HES I.IJ11ENIEVEF?, IT 15 NECE66AF-i' TO I tl�)F.E TH4N ONE LENG';rH. DO NOT 5'FRIDC-;-- EXF-'4145101\1 JOINT6 WITH PREEINFOFRCINCI. N5TALL PEINFOF,'GIN6 A5 FOLLOJ�5; � PLACE LOWri-7 1ALF OF 11OPTAR, IN F)EP JOINT. DO NOT FL,IF:,'ROLU. � PRE',�)C) PANEL PEJNFOPC,'IN(:i INTO PLACE. I f CO\/Efp PANEL I`PEINFOF�CIN(:'T LUITH ,IfDr:DEf-' HALF 0'F i-IOPTAF2. bED AND TF).OWEI 3111001-LIL DO NO Full-II.POLU. F) F'LAC-'E FULL 1'10P'TAF� F)ED FOP JOINT5 NOT `-:,).E(AJIf�dN6 FANEL F�EINFOFCi\116 - LX) NOT 'r'UIR,'F�011. 114INI'41IN UNIFOF,�H JOINT t-JIDT4 .... Ci) �')ET 5U(X,EEPIN(_i COIJF�SF OF DLOCX5. 5P_/'(�E AT HEAD OF PANEL AND JAI_`IC-,6 `1LIC)'r IRD-1AIN Ffr_�'--_E OF iioF�'rA.F,'. H) �)TF�Ir-"E JOINT�) C)MOOTH UJHILE 1-IOFZ1'AF, 1�) 5TILL PLA�)Tli`_- AND F-.)EFOF�E F IN A L 5ET, AT TH6 TII'IE �?.,�-%KE OLIT ALL S,PAGE5 F,EOUkRING ")EALANIT TO A DEPTH ECUAL TO THE WIDTI-1 OF THE .1 �. 5PACIEC). REI-10VE CdP.PLI_r�) il()F�TAI,R FPOil PAGES OF 0LA55 E3LO(','.1'5 AND LUIF'E DF� I'. TOOL JOINTS GI'�OOTIH AND C--ONCAVE, DEFOII�E 1`10F.TAR T4KE3 FINAL 5ET. (',�ENOVE I LJEDCiEe FRO11 LOLJE�D, COLIRC)E5 OF 501-11) T3L(X:i-`,5 4N[) POINF 1HE VOIDF� WIM-1 11OPTAP) 1) AFTER, FINAL `IOFITAF,� :`)ET (APPT-1,OX. 24 k1alFDW, INC -;TALL FACKJN�i 'ric-HTL I' F)ETI.uEEN CiLA65 II �14NEL ANQ JAI-ILI, AND HEAD C'ON6T�?.LIC-.1,TION. LEAVE `�PAGE r -OR �EALINCT, J) AFFL'T' 131141 - ANT EVENLY TO THF FULL PF_f:1TH OF �RECEC?'U'E'6 IN A(.'�(,01F�)ANCE 1.1.)ITI-I THE [IANUIFAC.'TLIF�PI APPLIC-ATION I-IANLI/-'�L AND IN15TF,RX.'.TION5, .1. 1"') A 11AXII-11.111 OF 60 C�,O.UAIF:'E FEET OF 6-LA'05 5LOCK, i-14/0' EI)E i\w�,r_ALLED IN ANT' OFENINC-1. F(,),'-.-,) (UM) �)FEFD5 W:1 'TO 110 I-IF-Ilril, f�FP. f:�'ITF�`-;D-UfR('-� (-'�()F,I,NINC-� 1--.�E-C'�()1,11,IF--NLDATI�)NC) FOF1. iN5TALLATION OF 6LA55 E)LOCK- 2 -0 �_�ja, F"ANEL. 4NCII0F. --\ `"� �� ja, FANEFL F-E-INFOF..C�INC-'.� (EVEFR T' 0TFIEFD ---.,,.. , , c"OuFPS-) � �_ r1� 11 " 1, ,11�� ,� I ,�", ,-,-'-'r',, 1IL-, "', �_,` NIN, 1_4,F-' 5� I--, L I C F_: - EXPAN�)10'N eTPIFD -- 11411 E-XFANC?I(-.)N 50I T (2 i -E'1-7 /,\NGI.40F��) - ;EXPAN'510N 5T��IFD --eFALANT ' ,c, �' I* ... IIN, L/\F�l �'�PLICE LJ/ F-REINF0F,'r_--INr_-I FA�41E_ I ��(_.)TEF,: ,5'E;_:: (-::LA5,,,�D ��,Lcx*��', I,- ` - SE'4LANT IN��T_/\LL.ATION NOTEES, GLA,(5/_-�) E3-L-G)G-K,� QEETAIL __ — '(110 mph FA5TF_5T LLIND = 130 mph, 3 SEC. GUI�T. FP,C: TAE3LE F�301.2.13) � ' " - 1160(,_�.L�o.l) (110 mph F-45TEF LUINP = 130 mp�., 3 5EG. C`;I.15T. FFX'� 'IFAEUE ill I DAN , 0 ENGINEERING, LLC P.O. BOX 3400 Apollo beach, Florl p. 8 1 3.645.0166 f. 813,645.9698 www.dunscoenginewlng.com : I I I : C) C;) � Ln re I uj z It (D 0 ::) ,4r , U-) V) -i 4 > , -i 0 > (m k.0 _j C:) �D < M �0 -T I (I. (y) I 2 : LIJ M rA 12: cj� Go ! _j 00 0— [< 0 LL i T_ (�) � I 0� (n 6, T -i z �< F_ 0- CO �z Ln E I W iz Lu I Lu �: T, - _j . z IZD C) mi � k.0 (/) F— L_u � (-/,) uj z T- 0 C/) F_ u C ) Lu 0:� Z z < 0 0 ui : z OIL- (/)! < P___� I-- (,/) � TO [FIE BEST OF N IE ENGINEER'S KNQWLEDQE AND BELIEF, ME SIRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 200/ FLORIDA RESIDENHAL BUILDINQ CODE (INCLUDIK; 2009 SUPPLEMENI'), SECTION R301 FOR 120 MPH, 3 SEC. C,USI", EXPOSURE 'C" ENCLOSED (IN [ERNAL PRESSURE COEFFICIENT = ±0. 18) WIND LONI1 MIS DRAWINO, AND DESIGN IS VAPD FOR "MONTHS AFTER r1iE DATE it 13 SIONED AHD SEALED. SICHED AND SEALED FOR THE SfR1J1CfURAL POR110H OF riiiS c)RAWINC OHLY. '10 1 1 LEHNAR coRP.-mis PLArl YAY tor BE REFRO DUCED lei ANY MANNER wImOur �Nkii TEN CONSENT FROM LENNAR CORPORMION. I 20; I-IHESE URAWINOS AND DESIONS ARE [FIE JOINT PRO � ER TY OF DAPISCO EHOINEERIPIO, LLC MID THE r CLIENT ori rilts PROJEcr. ANY REtIRODUCION OR UNA UT FIORIZEI) USE IS PROHIBITED, I REVISION: i DATE '--- DIESCRIPTIoN Q2 -03-Q9 1 1. ()0 2001 FBC. UPDATES & REVISED DETAILS C/S3, (,'(-,/5,3 & K/53 FOR WALL OFF SET V' FROM STEP 10-20-09 1.01 RLVISLDULIAI1, KISJ 1 08,31.10 — 1.02 G,40STEFI 10.19.10 1.03 UPDAIL DETAIL KIS,4 __ - — ____ __ - � I - VERSION NO. 1.03 /10.19. 1 0 CA 25948 0 SAMUEL A. GREENBERG, � P.E. #34245 � i -A THUY H. HUYN H, IT � P.E. 960122 Fj IRWIN J. BENSON, P.E. IM9758 7 MIKE RICHMOND, P.E � Stu I �A / I �,V# ENO[ 4�A L: 1!0 41`*. \. ''Ok ,0 ) 0# . , , ), . (,- fi� N �3 11 %. -5, \ � # ,;,0- -"\, . 0 � � 10 N I A . , % . , I � *. * vs , 0 . � A I . a lk " -) �1( Ill 1 2 . - I , � : Cr ." P, YL. � -11 4 , -0 '. �> /j/ � ,, ,,,5) .. Sl AI*E OF , 41 gt` I -,Y .. .* ,!� (�, .. j* . Pi , - J\qv� -* \,' '7 0� �- Q., . 4, � Q� ;0 0,* . - " � --�.,- i "'NA '%,%.Q' I- 1;��_ 4 4"? -1uI\jA1_!_ __ __ 14#18JUSH -1 TITLE: 11 STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH k I r% I s I N I 1_0 t : r_ � I I r-- � 'No i I i 1 L�( ) 0�1 � 1-0 I � "O DANS'CO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9678 www.danscoengineering.corn A cn E -- W �i W Z Z O V) 1= Z 7i �C o'1 Q UI z In V) IO ]HEBESI OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 1HE STRUCTURAL PLANS AND SPECIFICAIIONS COMPLY WITH 2007 FLORIDA RESIDENTIAI,� BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC.'GUST, EXPOSURE ICI CENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS URAWING AND DESIGN IS VALID FOR 12 MONIHS AFTER THE DATE ITIS SIGNED ANDI SEALED. SIGNED AND SEALED FOR THE ST jUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT of REPRODUCED IN ANY MANNER VYITHOUT WRITTEN CONSENT FROM LENNAR COkPURATION. 201 I-IHESE DRAWITIGs AND DESIGN$ ARE THE JOINT PROPERTY Of DANSCO ENCIHEE( INC, LLC AHD THE CLIEHr ON THIS PROJECT. ANY REPRODUCK)TI OR UNAUTHORIZED USE IS PROHIBITER. REVISION: - --T -- DATE DESCRIPTION 02.03.09 LUU '2UU/ 13C W'UAILS F REVISED DETAILS C/S3, CC/$3 F. K133 FOR WALT. Of f SF.T 2" FROM S1FP 10-20-09 IJJI RLVISLUDEI'A1IL K153 08.31.10 1.02 Q,10S1LLL 10.19.10 1.03 UPDAI E DETAIL K/S T VERSION NO. 1.03 110.19.10 CA 25948 E] SAMUEL A. GFEENBERG, P.E. #34245 LTHUY H. HUYNH, P.E. #60122 F -i IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, P.E. 11591 Q(�g�4�aaaa. 4 � Mn • 0. E122m ;I s � � ' STATE OF •' t1 '. °4�SFL�614ITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH �P► CD a U-1 w Io°�� e 1< m 1 I�� 00 z a®L,_°° Ify_ U) ( 00 � < Lu _J CD C) cn E -- W �i W Z Z O V) 1= Z 7i �C o'1 Q UI z In V) IO ]HEBESI OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 1HE STRUCTURAL PLANS AND SPECIFICAIIONS COMPLY WITH 2007 FLORIDA RESIDENTIAI,� BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC.'GUST, EXPOSURE ICI CENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS URAWING AND DESIGN IS VALID FOR 12 MONIHS AFTER THE DATE ITIS SIGNED ANDI SEALED. SIGNED AND SEALED FOR THE ST jUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT of REPRODUCED IN ANY MANNER VYITHOUT WRITTEN CONSENT FROM LENNAR COkPURATION. 201 I-IHESE DRAWITIGs AND DESIGN$ ARE THE JOINT PROPERTY Of DANSCO ENCIHEE( INC, LLC AHD THE CLIEHr ON THIS PROJECT. ANY REPRODUCK)TI OR UNAUTHORIZED USE IS PROHIBITER. REVISION: - --T -- DATE DESCRIPTION 02.03.09 LUU '2UU/ 13C W'UAILS F REVISED DETAILS C/S3, CC/$3 F. K133 FOR WALT. Of f SF.T 2" FROM S1FP 10-20-09 IJJI RLVISLUDEI'A1IL K153 08.31.10 1.02 Q,10S1LLL 10.19.10 1.03 UPDAI E DETAIL K/S T VERSION NO. 1.03 110.19.10 CA 25948 E] SAMUEL A. GFEENBERG, P.E. #34245 LTHUY H. HUYNH, P.E. #60122 F -i IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, P.E. 11591 Q(�g�4�aaaa. 4 � Mn • 0. E122m ;I s � � ' STATE OF •' t1 '. °4�SFL�614ITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH �P► �+ g �-�~ REQUIREMENTS x e^=�.+na+r -- _ .r.*.avuxrwarons:�.•-_•• � swrar�.-_.,ice,--- - rz,.ca�sar� ._.. - <wus�rolrr�..�� ar .an.�sm� (1) LAYER UNDERL AYMENT FOR ROOF PITCH >4:12 4 I N ULA 1 I O N (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. -- -- 12 PPE ENGINEERED WOOD TRUSS '@ 24° O.C. U.N.O. HURRICANE ANCHOR '$ EACH 1 RUSS r J ,I (T''CT .) `/ARIES (SEE UPLIFT SGNEDJ W/ METAL PL. E X T GONG H^L L r -....--F.1 r 1Ir �rI PERM M UNDER EA. TRUSSEXT FRAME - - - -- - MOISTURE E3ARRIER -_ r' 4}... II/I I:_' f'::F-../ INSULATION BA l ROOF COVERINCT > i ---- - r -) - r TRU155 i30TTOM CHORD OR 2x4 5LOCKINC7 EXT E1<'.AME `� X r� r°:. -I 9 }':I./`�r T r-t\C,r-I.? ,� --_ _ W/ 2-166 TOE NAILS C EACH END _1/1C " 0.5.Ei. MIN. SEE ROOF NAILING 5/8"OR 1/2' HIGH STRENGTH (U.N.O.) - � ° F--`_250 C)LC>WN-I N (OR %a" GYP. TYPE "X" '� GARAGE SCHEDULE ON 5HT. 5NI C,C)NL)ITIC)NEL) C�EILII`l<'l� SEE UPLIFT SCHEDULE FOR UPLIFT `�- ELEV, VARIES (1W-., AL.L 5AFI-EL AT SAVE) W/A HABITABLE ROOM ABOVE) - -- ---- ---^-- '� - CONNECTIONS. PROVIDE (I) USP HTI.U20 WHEN V '� - >� f <_.) `-F P>�P/\ I IC)N - �> TFU5S ALIGNED WITH STUD DELOW 5/0" OR 1/2" NIGH !`�-`� \ E f:::F-..AFT T:!`<G 1:) �.}-.F. D0UE3LC - �'STRENGTH CEILING - -�� ALUMINUM ` )AF-- rh(:iE / L IVINC.)) TOP r'LATE I%2"OR 5/8" HIGH STRENGTH -- TFUF>5 BOTTOM CHORD Ol? 2x4 FLOCKING DRIP EDGE BOARD PER CODE (OR - --- 50A?D(U,N.O,J (OR 5/8" GYP. TYPE " W/ 2-IGd 'TOE NAILS 0 EACH END ALUMINUM FASCIA '5"xS"xl! mYoai�aa®, Y ' . CYT ..42.TdP 'L"T�Fe#iJ:4dW t:is.T+V[.['YN9iMC�.�aNF <✓ew�ia�m- (!) LAYER; UNDERL AYMENIT FOR ROOF PITCH >4:12 4 - (2) LAYEPE, UNDER1.AYMENI' FOFR F:OOF PITCH <4:12. --VENT OR 2ND FLOOR - - - - - -A�- .__ - -. - - - - - - - - -- -- -- -- I �L-ENGINEC�.ED WOOD TRU56E6,) 24 OAC B ITYPICAL CA.U. WALL VERTICAL JAM ❑ 50LID AREAS ARE L ❑ - SOLID AREAO ARE � z" (T1'P.) 1 Jf E El EV. -I!PLlrr GOidNcGTO1' (aEE SCHEDULE) 1/2" MINIMUM CEMENT FINISH - j \ 5/3'FAA. x 8" J -BOLTS AT 6-3/4", 41-3/4", 11", AND 90-3/8" ABOVE STEEL AND CaROUT ❑ �1 I STEEL AND CsROIJT �= / -DOUBLE 2'x4' S.P.F. TOP PLATE ._ 3/4" FUrRRING STRIPS GARAGE FLOOR. ALL J -E';005 WILL BE IN FILLED DELLS (2 000 �J I.J STANDARD 3 DIA. TEE -\ �- INTERIOR SAW CUT TO 10 1/2" CUT TO 10 1/2" - - FULL 5x,xlo 5LOCK ? 1/8" 6TUCCO FINISH PER A5TM r_. P51 MIN. CONCRETE). ANCHOR5 MAI' E3E COUNTERSUNK (5UT NOtTHREADED 3" DIA. EXTENSION 1/2" C�YP5Ut`1 �•OAi=D REQUIRED) TO PROVIDE AFLU5I-1 MOUNriN� SURFACE. UJALL_�92C AP`r'l.'1 3 LACERS; LU/ TOTAL SCREW OFF CAP (3" UJ/ Dk)-UJALL aCREW5 NOF IzON"CAL JAMBS DO NOT 1t ANSFER LOAD. - /--SAW �� t TI11CI,.Nt 65 1/8" OVER METAL DIA. FDF: CLEAN -DUI" - c," O.C. OF, 4d �� I DOOR OPENING DOUR OPENING �j DOORI OPENING -CL 9 �`' ' \ LATH. FIRST 2 LAYERS 3/3" THICK MIN. EXTENSION FROM EXTkF IDR D%YLUALL NAIL > _ -- —WALL -- --- -�� 1��I ;T\ EACH. 3RD LAYER 1/?" THICK. FADE OF r3LOGK WALL 15 1 1/2" / CRICKET MAXIMUM FXTEN51ON FROM — / EXTERIOR-/ ❑__ -1 L�_1 ��'I_,K�T A5 EXTERIOR FAGS OF BLOCK WALL a -DOOR STOP WALL USP OPT24 v EA. 6TUr> - _ __ iRILQUIRED MOLDING [� I r _ -GARAGE DOOR _ _ _ _ _ ___ __ __ _ _ _ J01 - 1/2" EXTERIOR ��Rr,pE _ ------ - --- - G� SHEATHING FASTENED 'TO / TO DRAIN - I5T GOARSE 2ND COARSE 3RD COARSE TRU55E5 WITH 8d COMMON WIF?E 2 x Fl.r. NAILS 4" O/C 50WND:AIES 6" ,/ r, r e-- MA50i�1 '!'O LAY BLOCK A5 SHOWN ABOVE. EVERY COARSE MUST DE r'ONDED TO 'THE , E�LOGKIN_ (' P.) OlC EDCiE-5 4 8" O/C FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE I1" DOOR JAMS) WALL IS TO BE WALL \N - CT WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, 2X4 PT 5TUL)5 1/0" O.C. -- ` \ (2) 2X4 PT STUDS UNDER NIP SGALE: N.T.5. �J �_.,...��\ �_7C_.��'....;1" �_....:i�Cm-.��,T) 1 CARRIER/CIRDE�,' TF �- DOOR TRACK-- / I F- W/MOUNTING ANGLE SCALE: N.T. . - S4 -T — U5P HTA20 to EA. STUD - NOTE: REFER TO GAR.AG,E DOOR PRODUCT APPROVAL. 5HEET5 FOR DOOR- - - REFEF-. TO WIN[DOW PRODUCT APF'R.OVAL INSTALLATION INFORMATION PEP: MANUFACTURER, � �-�----�- � -�'-�--�-�-�- 7 f- MAIN SPAN SF-1EET5 FOS' INSTAL LATION INFO�'.MATION 5`7' ----- - - ----- MOISTURE BAF:RIER- - ROOF TRUSS r-IANUFACTURE r?. --uPL IFT GONNECTOIR :.: TYPICAL. v'X8"x110K.o. BL oCK W/ I ° F_ (SEE ="CHEDULE) GARAGE OOK CONT.AND FILLED Ul (iPOUTT-FIGAL �ErTI(_—)N THF -_-1I WiNF�)LJ — N.T.S. 4 -_ 54 15 VERT. IN GONG. FIL LED CELL.- - _ i UJ/ STE). 90' HOOK IN K.O. BLOCK = -- (I) LAYER UNDERLAYMENT FOR ROOF PIT( -;q >4:12 4 ALT. MEM- JALL AFa<)\/E MAE�0�! �'1' W14LL DETAIL (2) C.A'rER) UNDERLA'i MENT FGR ROOF PITCH <4:1'l. .,...,.. .-.,, _-_--- _-r SCALE: N.T.S.C' i 12 r " / TRU56 BOTTOM CHORD OR \„` ��/ PRE-ENGINEERED WOOD TRUSSES 24' O/C _� �Noc�-auT - NOTc� LINTEL tul-iR RQUIRFp 2x4 BL oGKING UJ/ 2 -Tod TOE = (TYP) SEE ELEV. E3LOCK. LJ/ 0) �5 0R GONG�ETE PLACEME�4T n -- UPL IFT CONNEC'ror? (SEE 6GHEDULE) NnILS EAGE END ' _z DOUBLE 2x4 5PF. �12 TOP PLATE 2x S.P.F. STUDS 'a 16' O.C. ` - CRICKET AS REQUIRED USP 5PT24 EA. STUD 1/2” EXTERIOR GRADE 5HEATHING DLOC C PJ FASTENED TO TRU55E5 WITH 8d COMMON WIFE NAILS a 4" O/C BOUNDARIES v" 0/C EDGER 4 8" O/C FIELD DOUBLE 2x TOF PLATE ILr TOP SPLICE I 2"x BUILT-UP COLUt fN T vi �, :\ •\` 2 ROWS 'IOd 0 3" O.C. 14 i\1AILS TOTAL /- 2x TOP PLATE la -10d NAILS `�.;�.. >�� - -` �a 2-1od NAILS 'a) 24" O.C. OR `^-2x CRIPPLES �� h° 0��. �.r EQUAL TO TRUSS BOTTOM -- CHORD OR E)LOCKING 5/8"DIA. X 12' EPDXIED A1'R L • Ill/ MIN. 8 EMBEDMENT 2x 5TUD v 24" 2x F3 OCKINCi �) EACH END UJ/ IodU '�' > GL � \ � `-,• > •, 106 � 8" USC � � MAX 5/8" lU/ 5/8" W.A. UJ/ O(-. MAX. - o -ACE �L�i EACH HEADER /��SV(F� :;\ 5 1/2." MIN. EMBED' 20D5C011 PROVIDE P.A.F. NAILS OR r \ 2x P.T. PLATE - EQUAL ',) 12' O.C. �----(2) 2x HEADER (rO `� I BEE A/53 FOR \ 6TAG,GERED FROM BOT. PER PLAN PLATE TO CONCRETE fl\= _ UPLIFT= 3548# (5YP2) RE INF. INFO. 31484 (5PF) 1 BOTTOM PLATE W/ (1) IOd 8'VARIES\_2x O.C.TO EACH HEADER FACE 1110 FE: \\ �' i PLATE LENGTHS MUS> BE BOTTOM SPLICE _ I �r �.10 w �101�1—IINJ AT LEAST 8'-0" LONG. TYPICAL OVER �fUL� _ T RIC Al— IN �� R� ---- i FILL LINTEL. AND ALL ELL> A5u (-_ LINTIEL. � /� Il�l� �)C� � i �A �i� WALL � � � � � r USP 5PT22 EA. STUD �� NOTE: FDF? SEAM DEPTH 22" f"o /I E A 4' x 4 " INSF'EC.TIUN ��J l�J L _ i ] F /\��) E f ,.... IDETAIL I � - / TC_ �� I ,A-�T >>fi-L I ( .r / — — > D _ �o _ U5i� NTTI�7 N i _ � POET SCALE: N.T �. c> ,. � , SCALE: N.T �. r 2x P.T. PLATE SCALE: N,T.5. O _ - ROOF TRUSS EACH VE2TIG - '� �J/ �, AL REE3AFZ a -DIRECTLY A50VE THE LINTEL. � SCALE: NTS _ �\ --- F-- 22 r0 LLS t�4 5/8' x 10" "J" E')OLT 24" O/C MAX- _ VPRIFY THAT ALL FEINF0RCFI1EN1T HA5 FEFN PLACED J� U)/ 8" EMBEDMENT UPLIFT CONNECTOR (5EE 5(7,HEDULEE) FROFERL"Y'. - - --- --- - P -- 81'X8'X10' K.O. BLOCK UJ/ I 15SEE BARRIER SEE FLOOFF PLAN FOR ADDITIONAL INFORMATION. AND FiLLED SOLID LUAROUT - C4) OPENINGS LESS THAN OR E=AL AL 'To O' -v IN WIDTH DO NOT 1 05 VERT. IN GONG. FILLED CELL- REQUIRE ADDITIONAL 5TE-EL REINFORCEI-F.1UNLESS NOTED ON UJ/ 5TD. 90' HOOK IN K.O. BLOCK I - FLOOR PLAN. KNEE WALL AB(3VE 1-....1A50NF:)..f WALL DL-T4\1L P T...i" fi='Ic:AL - IL LEE I -INTEL Ac.: 5't -IBL -..i. (( GT SGALE: N.T.5. � SCALE: N.T.S. 34 - r - --- HEADER SUPPORT ------- - NO. OF JACKS 4 STUD5 --'i- - , ,�-- -,,1- - , 2" x 4" WALL '2" x o" WALL. - STRAPS JACKS STUDS JACKS - STUD6 SIZE (U.N,O, ON PLAN) Du zoo EA END EA END EA ENE) EA EMD SHEATHING I- V P (1) 5TD. 90 ITIOOiK LINTEL i1cAM UJ/ (I) 115 CONT. li,l OF'ENINrx;5— GREATER THAN 10'-v U)IDr (U.N.O. oN PLAN) C)PENINC--- - /-- FIL.LED GEL!_ LU/ CIJ '5 VERTICAL- SEE FDN. PLAN FnF? LOCATIOr4 (1) (2) (1) USP LSTA30- 4' - 9' -T— (2) -- �� (� (1) U5P L5TA30 I I I L IF II (2) l3) (2) U5P t 5TA30 Q 0 will DOUBLE 2x TOF PLATE ILr TOP SPLICE I 2"x BUILT-UP COLUt fN T vi �, :\ •\` 2 ROWS 'IOd 0 3" O.C. 14 i\1AILS TOTAL /- 2x TOP PLATE la -10d NAILS `�.;�.. >�� - -` �a 2-1od NAILS 'a) 24" O.C. OR `^-2x CRIPPLES �� h° 0��. �.r EQUAL TO TRUSS BOTTOM -- CHORD OR E)LOCKING 5/8"DIA. X 12' EPDXIED A1'R L • Ill/ MIN. 8 EMBEDMENT 2x 5TUD v 24" 2x F3 OCKINCi �) EACH END UJ/ IodU '�' > GL � \ � `-,• > •, 106 � 8" USC � � MAX 5/8" lU/ 5/8" W.A. UJ/ O(-. MAX. - o -ACE �L�i EACH HEADER /��SV(F� :;\ 5 1/2." MIN. EMBED' 20D5C011 PROVIDE P.A.F. NAILS OR r \ 2x P.T. PLATE - EQUAL ',) 12' O.C. �----(2) 2x HEADER (rO `� I BEE A/53 FOR \ 6TAG,GERED FROM BOT. PER PLAN PLATE TO CONCRETE fl\= _ UPLIFT= 3548# (5YP2) RE INF. INFO. 31484 (5PF) 1 BOTTOM PLATE W/ (1) IOd 8'VARIES\_2x O.C.TO EACH HEADER FACE 1110 FE: \\ �' i PLATE LENGTHS MUS> BE BOTTOM SPLICE _ I �r �.10 w �101�1—IINJ AT LEAST 8'-0" LONG. TYPICAL OVER �fUL� _ T RIC Al— IN �� R� ---- i FILL LINTEL. AND ALL ELL> A5u (-_ LINTIEL. � /� Il�l� �)C� � i �A �i� WALL � � � � � r USP 5PT22 EA. STUD �� NOTE: FDF? SEAM DEPTH 22" f"o /I E A 4' x 4 " INSF'EC.TIUN ��J l�J L _ i ] F /\��) E f ,.... IDETAIL I � - / TC_ �� I ,A-�T >>fi-L I ( .r / — — > D _ �o _ U5i� NTTI�7 N i _ � POET SCALE: N.T �. c> ,. � , SCALE: N.T �. r 2x P.T. PLATE SCALE: N,T.5. O _ - ROOF TRUSS EACH VE2TIG - '� �J/ �, AL REE3AFZ a -DIRECTLY A50VE THE LINTEL. � SCALE: NTS _ �\ --- F-- 22 r0 LLS t�4 5/8' x 10" "J" E')OLT 24" O/C MAX- _ VPRIFY THAT ALL FEINF0RCFI1EN1T HA5 FEFN PLACED J� U)/ 8" EMBEDMENT UPLIFT CONNECTOR (5EE 5(7,HEDULEE) FROFERL"Y'. - - --- --- - P -- 81'X8'X10' K.O. BLOCK UJ/ I 15SEE BARRIER SEE FLOOFF PLAN FOR ADDITIONAL INFORMATION. AND FiLLED SOLID LUAROUT - C4) OPENINGS LESS THAN OR E=AL AL 'To O' -v IN WIDTH DO NOT 1 05 VERT. IN GONG. FILLED CELL- REQUIRE ADDITIONAL 5TE-EL REINFORCEI-F.1UNLESS NOTED ON UJ/ 5TD. 90' HOOK IN K.O. BLOCK I - FLOOR PLAN. KNEE WALL AB(3VE 1-....1A50NF:)..f WALL DL-T4\1L P T...i" fi='Ic:AL - IL LEE I -INTEL Ac.: 5't -IBL -..i. (( GT SGALE: N.T.5. � SCALE: N.T.S. 34 - r - --- HEADER SUPPORT ------- - NO. OF JACKS 4 STUD5 REQ. AT OPENINGS oF'ENIr1G 2" x 4" WALL '2" x o" WALL. - STRAPS JACKS STUDS JACKS - STUD6 SIZE (U.N,O, ON PLAN) Du zoo EA END EA END EA ENE) EA EMD SHEATHING 1' 4' (1) (2) (1) (2) (1) USP LSTA30- 4' - 9' (2) (3) (2) (2) v (1) U5P L5TA30 9' -16' (3) (3) (2) l3) (2) U5P t 5TA30 -- uuI- ;,I-I,T 5PT24 c� 2X STUDS 24" O.C. - ✓1 �i _ I ala"x10" "J" -E-33 _LT 24 O.C. MAX. MIN. (2) PER POTTOM PLATE FORM (ONCRE_ iE INSET TO SECTION 2X I .'r. WIDTH OF OPENING VARIES - CREATE A SOLID BASE FOR BLOCK CONNECTION: 5EE PLAN - PL.ATF WALL ABOVE. 112"X9 1/2" PLYWOOD - SEE FLOOR PLAN NOTES SCRAP MATERIAL-� FOR REQUIRED -- USP 5PT4 - \��\ `_�` J �\ - CONNECTION �\\ \ ``J 2-ROUJS 126 NAILS � �� p� \ ,... 1 Cbl STAGGERED � I>" O/C EACH ql` r A FACE OR 3 ROUJ> 12 1 NAILS MOUNTING BASE NOT �,_ �, FORM CREATES CONCRETE RECESS TO �` ```. 5TACC R 12" O/C FOP. T �E�ED �_ MOUNTING BAIL SHOWN SHOWN FOR BELOW i Y IN POD ION 2x4 NOM. RECEIVE GARAGE DOOR AND TO ALLOW % 7"x10" OF, CiRFATER HEADEIR n SEE DETAIL BELOW (NOM.) FOR WATER SHED' 2x CRIPPLES w-� \ `E SOF) BLOCK I`=' , 1,, " Or' IU/ (2) - [ J rl+ -ROOF TRW55 A50VE ---2X TOP PLATE 0VERLAPPING 2Y. BLOGKWG, -106, NAILS '�>' (2) 1106 TOE NAIL EA. BLOCKING, 6TA zGERED -2X8 WALL ABOV ENTRY a \ \~�K.O. BLOCK WIN( �OLT5 ,0 24" O.C. CONT. 4 M�1X _ FILLED 2X P.T. PLATE a 2'-0" O.C. .-MASONRY WALL AT r ,2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDED ENOUGH o POURED IN PLACE CONCRETE i' �:� ( - TO ALLOW SPACE FOR FLAT MASONS T001_S 126 TOENAILS 5/8"x10" 'J' PCO! T � 24" O.C. MAX. \\\ TlB (MIN. (2) PER PoTTOM PLAT~) c GARAGE FLOOR SLAB _ c, // /-8xox16 C.M.U. c -- TROWEL FINISH )1;-41 4Z `\ 14�_ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY U5P 5PT4 5PT24 � U5P 5PT4 �V) SEE GENERAL NOTE`_ �. -r1(2) 2x HEADER 5EE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD � PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) j4 _ _ FOR DRAINAGE -- - -- IOd NAILS :>" O.C. IOd NAILS - IN'rERIUR HEADER _ -t:I lOd NAILS 4° GARAGE FLOOR (U 2x SILL PLATE W/ (2) r _1 _�� 1 ��--STAGC�F2ED A - - S' O/C TYP. BOX - = \- \ C \ STAGC4EIQ_D r (AF-.�,<_-4F_ !:Z F`. T rC)F�l 1=�ET�/�IL .tT1T T11 iJ1%'.1y" ' _ -_ HEADER 12d TOENAILS. \ \ 5CAL E: N.T.S. DOUBLE 2x- . ONLY EXTERIOR HEADERS -\\\ �r1AILED INTO - CRIPPLE STUD (1) 2x SILL PLATE UJ/ (2) GARAGE DOOR — r ------TRACK MOUNTING BRACKET TYPICAL `'� 126 TOENAILS.OPFNING TRAi150i1 .- _I �I_l1 TTj i`IC �I�NTINCs �� 1= (A I� - (U.N.O.J LARGER THAN 4 Ft (2) 2x \�'�\ FRAMING ZSEE 411 � _ � I � i ~' -� �� SILL PLATE LUl MP3 ' TRAr150M FRAMWC� \\�� \ T PCYU'OOD FASTENED TO 'rRIJ55E`3- GARAGE DOOR ROLLER - CLI > EA N SIDE - SEE SECTION AA/51 AND \ a 4' 1 3� A 1.T.5. 'GARAGE DOOR (RACK �� \ tJITH ed cai�fMON UJIRE r�AILS1 --CONNECTION ASSEMBLYI� �..1515/51 FOR ADDITIONAPLAN FOR i"00 TING i ; \ O/C 50UNDARIES 10" O/C EDCcE5 -2x STUDS TYP. X DIMENSIONS �_ j; pETAIL6 4 0" O/C FIELD -U5P HTTII/> TYP. U.N.O. TRAVEL DIRECTION OF-`-.., �,, I I I USP -- :- GARAGE DOOR _�-i - -- _ c 1 r AP:A`iE ENTFD"r FINIS IEi� 1`-fA5C)NF,'i' DETAIL � � \ -��, � � �� SEE N/54 1 5PT22 O I MASONRY SCALE: N.T.S. P.T. B0T. PLATE --RECESS - U5f WALL 5El.,0UJ LINTEL _ 5PT4 UvP ---- ,/ . �. 5PT4 -- - 1- K HOLD DOWN CONNECTIONS � --- --- - NOT REQUIRED E)EARING, C--, - -- ° --) _- - /TRANSOM Q ° FRAh11NG BEYOND. Apollo Beach, Hwidu 33572 P. 813.645.0166 PLYWOOD www.danscoengineerincg.com a SHEATHING 0 Ln Du zoo -�- PLl'UJOOp r -i SHEATHING - a 5/2)"X10" J-E30LT5 v 24" O.C. \- L U co MAX. (MIN. (2) PER F3OTT0M L PLATE) I� 0- ALTERNATE: �-NAILED LIM z INTO Q 0 will TRANSOM FRAMING \\� \ FRAMING, r� -- r 0 5E1= SECTION AA/51 U LL ZII Zil <QI AND 1315/51 FOR Irl U 7 n—1 ADDITIONAL DETAILS \1 10 I HC- BESr OF THE ENGINFER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPEC:IFICAITONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE 1 U5P 5PT22 "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENr=10.18) WIND LONE THIS DRAWING AhID DESIGN IS VALID FOR I2MONIHS AFIER ME DATE 11 IS SIGNED AND SEALED. RECESS - RECESS U 5F 5PT4. U, 201-1 LENNAR CORP THIS PLANIMAY NGL BE REPRODUCED IN ANYMANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPI_�A➢UN. LINTEL -- PROPERTY OF DAHSCO ENGINEEFING, LLC AND THE _ REVISION: DATE a a _ 1.U0 20UL I U(;UPUAILS a REVISCD — DETAILS C/SJ CC/J & KISJ I OR WALL CHIPSET'G 50M S LP 10-2002 2X8 P.T. 50TTO'r PI TI: 08,31.10 \� 10.12.10 rl+ -ROOF TRW55 A50VE ---2X TOP PLATE 0VERLAPPING 2Y. BLOGKWG, -106, NAILS '�>' (2) 1106 TOE NAIL EA. BLOCKING, 6TA zGERED -2X8 WALL ABOV ENTRY a \ \~�K.O. BLOCK WIN( �OLT5 ,0 24" O.C. CONT. 4 M�1X _ FILLED 2X P.T. PLATE a 2'-0" O.C. .-MASONRY WALL AT r ,2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDED ENOUGH o POURED IN PLACE CONCRETE i' �:� ( - TO ALLOW SPACE FOR FLAT MASONS T001_S 126 TOENAILS 5/8"x10" 'J' PCO! T � 24" O.C. MAX. \\\ TlB (MIN. (2) PER PoTTOM PLAT~) c GARAGE FLOOR SLAB _ c, // /-8xox16 C.M.U. c -- TROWEL FINISH )1;-41 4Z `\ 14�_ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY U5P 5PT4 5PT24 � U5P 5PT4 �V) SEE GENERAL NOTE`_ �. -r1(2) 2x HEADER 5EE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD � PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) j4 _ _ FOR DRAINAGE -- - -- IOd NAILS :>" O.C. IOd NAILS - IN'rERIUR HEADER _ -t:I lOd NAILS 4° GARAGE FLOOR (U 2x SILL PLATE W/ (2) r _1 _�� 1 ��--STAGC�F2ED A - - S' O/C TYP. BOX - = \- \ C \ STAGC4EIQ_D r (AF-.�,<_-4F_ !:Z F`. T rC)F�l 1=�ET�/�IL .tT1T T11 iJ1%'.1y" ' _ -_ HEADER 12d TOENAILS. \ \ 5CAL E: N.T.S. DOUBLE 2x- . ONLY EXTERIOR HEADERS -\\\ �r1AILED INTO - CRIPPLE STUD (1) 2x SILL PLATE UJ/ (2) GARAGE DOOR — r ------TRACK MOUNTING BRACKET TYPICAL `'� 126 TOENAILS.OPFNING TRAi150i1 .- _I �I_l1 TTj i`IC �I�NTINCs �� 1= (A I� - (U.N.O.J LARGER THAN 4 Ft (2) 2x \�'�\ FRAMING ZSEE 411 � _ � I � i ~' -� �� SILL PLATE LUl MP3 ' TRAr150M FRAMWC� \\�� \ T PCYU'OOD FASTENED TO 'rRIJ55E`3- GARAGE DOOR ROLLER - CLI > EA N SIDE - SEE SECTION AA/51 AND \ a 4' 1 3� A 1.T.5. 'GARAGE DOOR (RACK �� \ tJITH ed cai�fMON UJIRE r�AILS1 --CONNECTION ASSEMBLYI� �..1515/51 FOR ADDITIONAPLAN FOR i"00 TING i ; \ O/C 50UNDARIES 10" O/C EDCcE5 -2x STUDS TYP. X DIMENSIONS �_ j; pETAIL6 4 0" O/C FIELD -U5P HTTII/> TYP. U.N.O. TRAVEL DIRECTION OF-`-.., �,, I I I USP -- :- GARAGE DOOR _�-i - -- _ c 1 r AP:A`iE ENTFD"r FINIS IEi� 1`-fA5C)NF,'i' DETAIL � � \ -��, � � �� SEE N/54 1 5PT22 O I MASONRY SCALE: N.T.S. P.T. B0T. PLATE --RECESS - U5f WALL 5El.,0UJ LINTEL _ 5PT4 UvP ---- ,/ . �. 5PT4 -- - 1- K HOLD DOWN CONNECTIONS � --- --- - NOT REQUIRED E)EARING, C--, - -- ° --) _- - /TRANSOM Q ° FRAh11NG BEYOND. Apollo Beach, Hwidu 33572 P. 813.645.0166 PLYWOOD www.danscoengineerincg.com a SHEATHING 0 Ln Du zoo -�- PLl'UJOOp r -i SHEATHING - a 5/2)"X10" J-E30LT5 v 24" O.C. \- L U co MAX. (MIN. (2) PER F3OTT0M L PLATE) I� 0- ALTERNATE: a_ B \ BOTTOM OF MOUNTINCJ BASE I —y-- I 5/8" DIA. A'rR EPDXIED POURED CONCRETE BASE FOR .UA_�5 UJITNOUI' UPLIFT � �, , RECESSED To BE 2" ABOVE FINISHED .G,8 P.T. 5OTTOM MIN. 6" INTO BOND t5EAM BLOCK WALL. REC�.�.�tD CA - SPACE FOR GARAGE F?AGE FLOOR. DOOR � � PLATE 0 24" U.C. AND WATER SHED FORWARD THIS DRAWING. WALL HEADER DETAIL —_ �� 1�%\ __��_�.____ F A'111 Cd DETAIL 5 \50VE ENfi>�Y -� iJAfi i I A� I INTE fi I C.)fi;? E LE VAT I C. N � S� -5/8'x1.0" "J' BOLT5 � 2 �" o.G, MAX. SCALE: M.T.S. � SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) D� SCALE: N.T.5. --- 4== ZIAAGN%:R.V.G:'q:ll: ^••••• _' ••••-•�.Zssh�'•••••••-- _-misfL'vv.�.-S,_v.".AvcfT-aS1. i coa •9 ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Hwidu 33572 P. 813.645.0166 f. II 13.G45.969II www.danscoengineerincg.com a 0 0 Ln Du zoo p V) r -i IV ff) z Q > rn < ca v,o (MI \- L U co - L ¢ o I� 0- z� E z fu Lu LIM z Q 0 will r� 11 1 Z r 0 � U LL ZII Zil <QI Irl U 7 n—1 10 I HC- BESr OF THE ENGINFER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPEC:IFICAITONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2002 SUPPLEMENr), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENr=10.18) WIND LONE THIS DRAWING AhID DESIGN IS VALID FOR I2MONIHS AFIER ME DATE 11 IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STIJUCTURAL PORTION OF f ]IS DRAWING ONLY. 201-1 LENNAR CORP THIS PLANIMAY NGL BE REPRODUCED IN ANYMANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPI_�A➢UN. 201 I -THESE DRAWINGS AND DESIGFIS ARE THE JOINT PROPERTY OF DAHSCO ENGINEEFING, LLC AND THE CLIENT OH THIS PROJECT. ANY RF,PRODUCTIOH OR UNAUTHURILED USE IS PROIT IUIfEy. REVISION: DATE DESCRIPTION 02-03-09 1.U0 20UL I U(;UPUAILS a REVISCD — DETAILS C/SJ CC/J & KISJ I OR WALL CHIPSET'G 50M S LP 10-2002 1,01 RLVISLD ULIAIL K/S3 08,31.10 _ 1.02 C140SEEL 10.12.10 IAS UPDAILDLIAILKIS4 VERSION NO. 1.03 /10.19.10 CA 25948 [f SAMUEL A. GREENBERG, P.E. 034245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. 049758 [I MIKE f,1�ifvt011�l�j P�ji�' 59K7 qq aa�'�r- K FNG} N GGR �6CL•�i �i . No. 601 ' W a _a f cc �1 1 +, 111-11,2a - ,, ,L4040a SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S4 SEE STRUCTURAL NOTES AND NAIL NG_ n , �'�y<o,,n.�•x«��. SEE FOR SHEATHINGOA DETAIL -TOENAIL W/ (2) Ind NAILS 2x4 "T" SCHEDULE BAGKNAIL W/ (2) 16d NAILS 2'x4" OUTLOOKEr SEE STRUCTURAL NOTES BACKNAIL W1 (2) 16d NAILS SEF STRUCTURAL 2x4 BLOGKINO� NOTES AND NAILING SGNEUULE `r0:I O.C. r UP CORD 24 O.G. 1.J5P RT16 0R EQUAL AND NAILNG SCI-IEDUI_E 2x4 OUTLOOKER � 24' \ ( .I,, d NAIL" TO SECTION FOR SHEATHING DETAIL 2"x4" FOR 51IEATHING DETAIL O.G. (OPTIONAL - SEE REFER LOGKINC� FOR I EA. OUTLOOKEF: �- I ! lA ON SHEET 55.1 - _ GUTL OCKER -ELEVATIONS) DACKNAIL W/ 2x4 OUTLUUKEr"' IRST FOUR- J` 24" O/C FOR X-EBRACING, 45' 24" I-'IAX. - _- _ 0 24" O C. SEE STRUCTURAL "�` �(2) lad NAILS IOd N ^ IL J ti ROWS OF --� 4 �' 2X4 CONT"L" BRACE TOP CORD BLOCKING -USP RT16 UR EQUAL NOTES AND NAILING -- TOP CORD r>.G. T`Y i�IG^I i- AND TOP CHORE) BUSSES `U5r' RTIo OR TOP GOFD 45'� �I �y C�'L OCKINCz \ FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' r�Ax. EA. OUrLOOKER SCHEDULE FOR BLOCKING FOR, r=4- DGE5 Or 2x4 CRO55 BRACE- EQUAL EA. BLOCKING- FUR "a cmc SNE/-1"rNING DETAIL U5P RT16 OR ��' FIRST FOUR ROW5 INFORMATION HEATHINCT APPROX. 8" FROM i• OUTLOCKER FIRST FOUR ROWS OF 24 0/C. CMID OF TRUBSG� EDGE. f r Ec• rA51.- TFU55 I EP \ f I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP FOLATE EQUAL � E 1• Or fl:ll5a� � a II II 2 _ A(- y � ____- YPICAL RIDGE FASTENED AT I „I , P �. TRUSSES a EDGES a c. 2"x4" CR055 BRACE- - OUTLOUKIR ?4" r1Ax. EDC•tE5 CFp��-��`•'-`- I��* »( rI --r '4 % WOOL) TRUSSES BRAG_ TO ERTEN[ n - 2x8 5YF 12 L BRACE TO 2x4 <'ROS5 BRACE AP P ROX. - �. --- - --- - - -- - a �- -�- � - � L15F' NGaI JIGS UJ/ (4) -- EACH JOINT W/ (2) 106 _ o OF SHEATHING T1'P. 2X4 KIG�k\ - d (2)104 TOE NAILS � Al' LkAST 90i� OF WEB w 8'_rp° O/C. EXTEND � LEAST 90io � r FASTENED A.. APPROX. 8" FROM � - - ----` "."SNEATNING. TYP. '• n I UIP -- 8' rRUM f;IDCz� FAo r�NED I SG,QLE: N.T.S. > 3/16"xl -3/� " LUEDCTE LENGTH (SEE TABLE) + r RIDGE FASTENED AT r� � � i 2 2x4 GROSS BRACE -- OF WEB ENGTH 3 SPT4 EA. EAC l JOINT UJ/ (Z) I(Jd 1 (2) -L' BRACE TO EXTEND _, f30!_'r5 d (4) :Da �' x4 RAT RUN EA, cND ( EACH JOINT W/ (2) 2x4 r c>LOCfIINGT -.._ �`i APF'ROX. 8" FROM NOTCH a BOTTOM STUD 10d TOE NAILS '� EA. END � � AT LEAST 90io OF WEB I t 1/4'' x 1 1%2' 3CREW5 / BRACING AT 24 c 2x6 P.T. - CiAE3L E T12U5� \ / 4 10d (2) l0d TOS. - \ / LENGTH (SEE TABLE) 2x4 >3LOCf�.IN�s I ; RUSS VERT. WEB I \ SILL r r RIDGE FASTENED AT � � CHORD (.SEE TABLE) , , „r n � i - O.G. ON Top OF 1/2 CPX PLYWOOD JR 2Xo FRAMED WALL - SEE NAILS v EA. END { �5 '� 4� O.C. ' i PAGED 48' UlG MAX. EACH JOINT UJ/ (2) �• USP Rr3A WITH 8-8d / �A�'JLE TRUSS BOTT. CHORD 11 \ 1/16" OSB SHEATHING a - - x - / - ^v WALL SECTION FOR 5r'AGING ( ` 10d 4 (2)10d TO`' - ;p FROM LEDGER TP 2.x4 r ANEL 5LOGKING - �� I 1/2' CDX PLYWOOD OR "I " SF AC'E -� lod NAIL � � FOR 4 TRU55 X4 PANEL BLOCKING 48' O.C. FOR THE FIRST - ATTAGNED lU/ 1�Da c NAILS a EA. END - ---- •' - -i E�_OCKING I/2" 'DX PLYU100D OR 7/l0" 4r^>' O/G FOrNL vV I� n %,_ � \ I 1/Io 06E3 5HEAI•HING Arl-ACHED u1/ j SPANS ATTACHED -0 OF ENE) WALL FROM EA, END TYP, E30TTOM \.� NAILS o � � O� . EDGES �.b- � - c FORTHE � �.�. , i r ,\ - - -- n r �-GYPSUM WALT_ BOARD \ 065 SHEATHING ATTACHED FIRST (4) ROW5 OF • \ ATTACHED W/ 10d NAILS IOd NIAIL3 :� 4 �- �- W/ 2 - I6d AT EA. ORD ATTACHED W/ (2) 16-d TOENAILS AND 12" O.C. FIELD I GAoLE Tr:USS I :l - _ 2"x4" PANEL. BLOCKING a 4 ° D.G. FOR THE FIr�ST- U1/ IDd NAILS a �o° C.G. EDGES Tl?USSES FROM f EA. \ � O.C. EDC;ES AND 12' O.G. T -i 1='ICAI._ _ i TRUSS JOINT -10dX3 "� 3' OlG \-I/2'1C-DX PLYWOOD OR END TYP. TOP C:a4) '1 E l4) ROWS OF TRU5SE3 FROM EA. END TYP, -- AND I2 U.G. FIELD \ 0. C. FIELD THROUGH CHORD � I 7/16" OSB SHEATHING � 1 � Ti�I.IS,3 UUE�a . i -- n 7 r _ _ �1 -(2) I&d NAIL.5 5OTTOM ATTACHED (2) Ind NAILS i INTO 2"X6" P.T. PLATE BOTTOM .:ORD ATTACHED lU/ l_) to -d TOENAILS \ ATTACHED U1/ 10d \\ c: a I P, GING DETAIL - - - -2x4 5LOGKING 24" x4 "T" ON "rUP OF PANEL BLOCKING, 2"x4" LEDC•iEf< (MATCH BOTTOP'1 CHORD NAIL) o Q.G. EDGL� Wl (2l 16-d TCEIdAIiS - _ ` 2x4 'T" ON TOO OF PANEL OIN�$�>�ti�-- r \'-_ " r _ O/C' LU/ 2 - 16d " rA 2x4 PANEL BLOCKING 4r3 - 2x4 BLOCKING � ` � WEEP oGREED SLOPE � � � ,� � " Ir-' E3LCC:KING, FASTEN IUITN ,, 5/� UIQ 1/2 HlCtrl b rr�: Nr'rH - 46TEN WITH 10dx3" w 4" OIC SLOPE OF ADJACENT 6CI650R T1.U5�) AND 12 O.G. FIELD D Or. FOR THE FIRST (4) ROWS I• 5CALE: N.T.S. -� TOENAILS EA, END ,I c INSTALLED PER i�1ANUF• - ! I•�.� OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL r-- _-- �"--- � �lOdx_� � 4' U/C _ _ GEII_ING BOARD PER CODE 5/8 OR 1/2 CEILING DENSE GYPSUM WALL BOARD FASTENED 2'x(-.,' F'.T. SII__ - -NOTCH °L" pRAGE NEP�E 5/8" CF I/2' HIC-4H 5TKENGTH GEII_IiNC:x BOARD _. ��_ � UJ/ 1 3/8''' DRYWALL NAILS OF � MOISTURE BARRIER " " � - - TYP. CCP � BUr'rOM ATTACHED BLOCKING, FASTEN WITH )E C � \ n , , pIAP,FAGM- MASONRY WALL ITH 8d COOLER NAILS OR 1 1/4 LONG DRYWALL SCREWS 5/8 x 10 J BOLT F) 48 U.C. ( f GR LOGE F/a�TwNED WITH 8d COOLER NAILS U3P HG ,l0 30 D;',YUJALL 5GREW5 -I" C/C " -IUEEP SCREED W/ (2) o d TOENAILS 10dX3" ^ 4 O/C Bl_OGK,IiNG �OMPL1'IN<� WITH ASTM 01002. FOR FIRST a'-01' FROM END WALL �USP HTA20 OR EQ. � 6'-0" O.C. TYPICAL--� c -�r O'r: I I/4' I_ONCa DRYWALL 5G'f�EWS COMPL`r'INCz - O.G. 48' O/C _ C:EIf..IN<• 8u° O/C WALLS _ � I IN5TALL.ED r ER MANUF. } - ARCHITECTURAL FINISH 4" O/C TYPICAL USP H'rA20 EA. 'TRUSS 5/8" OR I/2° NIGH STRENGTH �' MATCH BOTTOM UJ1TN ASTM G1002 FOR FIRST 8'-0" FR01"I END I)BL, TOP GAE5LE TRUSS AL TERNATE USP L5TA16 STRAIGHT STRAP @ 4 0' 2x4 LED SER \1 -MOISTURE 5ARRIEF'• r ' - TRU55 Y 5/8'x 10° 'J' BOLT 9 32' O.G. MINIMUM 6' FROM VERT. WEB (24 O/G MAX) c, GEII_INCx �30ARD PER GODS CHORD SI OPE Or ADJACENT WALL � 4' O/G TYPICAL PLATE STUD WALL �--�- � r '1'i,JS,> V_:RTIGAL O/C AL IGNED WITH GABLE UJE[3. ATTACH TO TRU.>S (SEE TYP. BEC.) �=- = __ _- PLATE 5PLIGES W/ 3/16"x2"v PLATE WASHER W/I-IOdxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" OF, 1 1/ "LONG 8d COOLER NAILS TRUSS) J=3P--' SPT24 o EACH STUD t _ TAPccNS. ---- oR 1 1/4" LONG DRYWALL SCREWS _ (z) 2"xa" °L° Fjr?AcE� EXT. WALL �,��.,)�i�, � I'�i�i�=L�A�� - j l NOTE: IF EMBEDDED �'- T I j\ I COMPLYING WITH A5TM 01002 FOR r�� -`� \ FASTENED WITH (3) ` E /\� STRAP MISSED YERrIC;AL gam\ ��% I I �- I ='2 \ FIRST 8'-0" FROM END WALL 4" `- TIS-�� , 1 � C-3 IC�� / 1Gd PER SIDE -,p� 5EAr�l C -T LOC--,ATION 7 WEB- USE' SIMPSON. O/C TYPICAL SCALE: N:r.5. � 1- SCALE: N.T.5. � �) > I• II r SEE T1'P. UJALL SECTION rr0� SCALE: 3/4" = I' -01'(7s-5 SCALE: N. r. M5TAM36 ON OUTSIDE SCAL_F: N.T.S. C� � J J. H;1&J CR 6AE3L r � ,A�•1✓ \ �> _ ADDITIONAL INFORMATION. Y 45 F'E1F, HIE) 91 �5G/-IE: IN.T.S. 20'-0" 1`1i.1X 20'-0" MAX -- �"X" r=,rRAC1E SEG DE r. J/55- � GON'rINU0U5 �3O'rTO1'� CHORD BR.AGING 2x4 MIN. - - - 8d 'w 6"OlG2 x 4 BLOCKING W/l2) 10d - \ WOOD TF�US:>rTUE NAILS v EACH END 'o)_ x =� _ 24" O/C (TYP) fX 2X4 SHCK LUMBER 24" O.0 MAX 1» IN LINE WITH JACKS r ` y (2) 16d COMMON NAILS I;I' (see detail in Prig pack for gra<.le) r or 0.128° x 3° GUN NAIL: n \\ �� - % -i-,� :_ -fir .I " " II , , , r �� .� BRA..ING W/(3) 10d X 3" i /� z (2) 2 x 4 LAMINATIONS UJ/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW l3) 1 x � L AMINATION5 UJ/ (2) ROWS . � ASH C � 24" O/C-� OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF 5TA.GGERE_D 30d COMMON WIFE r " EACH CONN. F n = " I = ,r �" �QIJA1 n c _ _ UaP HGAMlO (D 0.140', L 3) OR _QUAL (D 0.201 , _ I/_) O� c _ NAILS (D - 0.201 , L - 4 1/2) OR EQUAL WEDGE BOLTS 4 (4) SDS 1/4" - - MOISTURE BARRIERNOTES: 1-1 r. 1 1/2 SCREWS _ 1) ADJACENT NAILS ARE DRIVEN FROM OFF051TE 4) FOR 4 -FLY, PROVIDE 1/4" DIA. x 5 1/2' LAG 5CRrW5 OR EQU'AI_ _ BOND BEAM \ x SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) DROPPED FLAT TOPS OF MA50NRY WALL HIPS FOR FRAMING \� - STUD SPAGING NO 'L.' BRACE p. II l 3.645.0166 (U 2'x4" (U.N.OJ "L" BRACE 2'x6 (U.N.OJ 'L" BRACE -- 24" -- - 010, - 3'-0" MAX, 3'-0" - 6'-0" 6'-0" a GREATER - 5G1550F, C,4F3I E - (1) 211x01' 12 5.P,F. �O EACH vEF,,, lCAL AND (2) 2''x811 P�l_L NL-IC.�Nt ,;� DIAF1k1RAC�M E31_0C:KINC-, -- -11'-G" ul 1. 0 •jrnw ----- - - C M r - - O Lei 00 < cn a o 0 CORNER JACK Lu o CL- :r => Lv- \ \11.4 � I � Lu Z = O. cr, F-- Lu Q L 0 C U Z In F-- V) TO THE BEST OF THE ENGINEER'S , ---- PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENIIAL BUILDING CODE (INCLUDING 2009 SUPPLEMEN1), SECTION R301 FOR 120 MPH, 3 SEC. GUS F, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COE1 -1 'IENT=±0.18) WIND LONE THIS DRAWING AND DESIGN IS VA41D FOR 12 NAOPITHS AFTER THE DATE IF IS SIGNLD AND SLALED. SIGNED AND SEALED FOR THE STR�CIURAL PURNUN OF THIS DRAWING ONLY. 2011. LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER W I HOUr WRITTEN CONSENT FROM LENNAR CURPOjAHON. CJI I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSG'O ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REP ODUCTION OR UNAUTHORIZED USE IS PROHIBITED.1 REVISION: DATE -,--- --- DESCRIPTION 02-03-09 1.00 200/ fbC UPDATES e. kEVI.SED DETAILS <./$J, Ort/5:) e, K/S:S FOR WALL OFF SET L FROM 5161' 10.20.09 I.UI RbVISLD DETAIII K/S3 08.31.10 1.02 Cr,105TEEL 10.19.10 1.03 UPDATE DETAIL IK/S4 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY N. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. 1149758 • w No. VV60 192 -o T/ ON A SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO,: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S5 3 �I 1u �I� c3 x Z� 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE 1/41' DIA. x 1" LAG 5CREWS OR EQUAL - (GIRDER NOF DROPPED) THICKNE55 OF THE LAST LAMINATION (SPACE AS SHOWN FOF, 3 -PLY) -ARCHITECTURAL FINISH �OTr_. 1) SEE TRIJ55 r•1ANUFA(:'1'URER'S Tr�;U55 ENGIN��Er'-?INCi /T0F 4 UOTTOM GWORD -jj CUT SNrE'r5 FOR ADDITIONAL PERMANENT BRACING GA5LE END BRACING � 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER To NDS SECTION 15.3 FOP, ADDITIONAL INFORMATION THAT Mf 5E REO.UIRED 4'-0' O.C. MAX. FUR 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 2) 'T' 5RAGINC3 MAY 5E USED IN PLACE OF PFRMAWENT FIR5T (4) ROWS OF TRU'55E5 OF 5.Ur., SAME NUMBER OF ROWS, SAME SPACING) I -XT WALL coNN• %@ NCN = L OA[�) 5RAGING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WE -5. - f•'. - �' -� . 1 �.' \ r 1- _. --� P` - - ,fir- r - � ..� �� TY I AL NAILING aC.NE>~�l LES FOR 5U1LT=U C�Ol�ll> NIS � � \ f�FAI INc� L��(�ATi�N CI�N��N C��J � ��:.,c_-.�� -�T ��T�II� I...��1��> ��11r�1r�Iur-� >��:r�lA��l�r rr..��5,� �>>*.Ac:1Nc� FLAN 5CAL_E: N.T.S. C' �� SEE TYP. WALL SECTION FOR SCALE: N.T.5. r - AS PER SCSI 1-03 � - - - SCALE:. N.T.S. �� J ADDITIONAL INFORMATION. _ 9,t^•_•^^'aaV - iYIYr17FiYI..isMLC1Y4e:.aassaw•--_•-•---f-•-.•••.••_•••cF�A'.pG:AM�¢NPiM� - SCISSOR TRUSS .N 2'X4" aITLOOKEIR 24" O.C. W/ (2) 10d PER JOINT \ MINIMUM 2x U5P GROSS BRACING, /\ (SEE PLAN FOR �\ LOCATIONS) , - \\ �\ lOdx3" O/C \ 2 °x4 (2) 16d PER TOENAIL- 1 6" 0/G \JOINT W/ (2) 16d TYPICAL I RL1NrdERS NAILS "1-" E.�-='A IN(( RAE(_.)UIREt-1IENTS - STUD SPAGING NO 'L.' BRACE p. II l 3.645.0166 (U 2'x4" (U.N.OJ "L" BRACE 2'x6 (U.N.OJ 'L" BRACE -- 24" -- - 010, - 3'-0" MAX, 3'-0" - 6'-0" 6'-0" a GREATER - 5G1550F, C,4F3I E - (1) 211x01' 12 5.P,F. �O EACH vEF,,, lCAL AND (2) 2''x811 P�l_L NL-IC.�Nt ,;� DIAF1k1RAC�M E31_0C:KINC-, OVERLAP TRl.l35 ��-'_A1GIN� -� PRE-ENGINEERED ---`, OVERLAP' '"�'�✓ AT LEAST TWO TRU55 SPACES / t -- 2X4 BRACING 'c4,51' O.G. CONTINUOUS WOOD TRUSSES �� ______. __-- �� ----- --- TO FIXED LOCATION ATTACHED W/ 2-10d'@ EA. TRu55 (NOTE: BRACING MAY BE PLACED ON EITHER TOP _ `_ = OR BOTTOM OF THE BOTTOM CORD) 1 w. ' NOTE: _ r1` - CONTINUOUS BOTTOM CORD E3RAC N� 2'x4'MIN. r_ - EXTEND r r � r � MINIMUM ('2) 16d PEP, JOINT MINIMUM 2x4 TRUSS ['_)RAGING _ ALTERNATE NC.�N - D I`D1`� 1) L �F',ACfi MU5•r c.�T�ND A -C L EAST 90�� OF l.U;=B LFN_.TN )=iCCEPT, .>� 15.�OF'. G,A 1-E I.UHIGI-4 F?F«UIiRF5 BRACE TO EXTEND FULL NEIrHT OF rA51-E. \ BRACING DETAIL �_ �-,A5 LE END DETAIL 2) "1_" BRACE: To FSE FAQ>TENED TO GAF�LE S�rUD WITH 10dx3" NAILS C 4° O/C. T-115 a 5F�A- .,�IN(Q C)�,/EF-'•.1_..AFD QF-T,\1�_ C....,�-;.\ \ � r � � O5METIC DROP EILN� FRAMING SCALE: N.T.5. Gj �� SCALE: N.T.S. SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30`-0" - ----� �>GALE: N. T5 1! -C-;ABLE TFU55(4 SEE STRUCTURAL NOTES FOR !WIND SPEED SPECIFICATION S5 \ BRACE U.1/ 10d 'a 4' O.G. 12 3 12 _.\_ (SEF SCHEDULE FOR SIZE MAX,\ \AND LOCATION) 6�t \ 6.9 MAX. - _ �1 `_ �\ 'L' F fzACE W1 lad u 4' o/c _ (5EE 50HEDULE FOR SIZE 85 _/ AND LOCATION) ...... 6-A!5E TRUSS a� a.. � "T`_p • ° .---- P ..n �jlj .Ila I( 12 DOUBLE TOP P L ATE MAX. Er -2X4 �.' `-... JEER � --U51- L STA 18 l ------ - OG� _ �5TUD5IQ 'O,_I II II - DE3LTOP PLATE STDS o 16GCNr. BEARING CONT. BEARING USP NGA,a (TYP.) . USP 5PT24 ��ICSN C�-•IC)\ �- Wt-",A-IED �AEN = �N� �� 1 �\ DETAIL (-�A�-E ENE) DET/41L- oCALE: 3/4"=I' -D" EACH ��T_U _.L1--�-_\_�E cABL-� E�� \ \IG DI�TI_ MEAN WALL HIEIGHT UP TO ad_0 'SEE STRUCTURAL SCA_-: , i _ N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE; N.T.5. ME -AN WALL HEIGHT UP TO 30'-0' - SEE 5TRUGTURAL NOTES FOR WIND 5PEED 5PECIFICATIDN NOTES FUR WIND SPEED 5PECIFICATIn\ END JACK ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33.572 p. II l 3.645.0166 f. 813.645.9698 www.dunstoenyineieriny.corn � - 11 0 MAX, 0 Ln Lu i0 Z) -- -11'-G" � 1. 0 •jrnw ----- - - C M r - - O Lei 00 < cn a o .o JVr CORNER JACK Lu o CL- :r => Lv- \ \11.4 � I � Lu Z = O. cr, F-- Lu Q 12 DOUBLE TOP P L ATE MAX. Er -2X4 �.' `-... JEER � --U51- L STA 18 l ------ - OG� _ �5TUD5IQ 'O,_I II II - DE3LTOP PLATE STDS o 16GCNr. BEARING CONT. BEARING USP NGA,a (TYP.) . USP 5PT24 ��ICSN C�-•IC)\ �- Wt-",A-IED �AEN = �N� �� 1 �\ DETAIL (-�A�-E ENE) DET/41L- oCALE: 3/4"=I' -D" EACH ��T_U _.L1--�-_\_�E cABL-� E�� \ \IG DI�TI_ MEAN WALL HIEIGHT UP TO ad_0 'SEE STRUCTURAL SCA_-: , i _ N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE; N.T.5. ME -AN WALL HEIGHT UP TO 30'-0' - SEE 5TRUGTURAL NOTES FOR WIND 5PEED 5PECIFICATIDN NOTES FUR WIND SPEED 5PECIFICATIn\ :2j1A li ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33.572 p. II l 3.645.0166 f. 813.645.9698 www.dunstoenyineieriny.corn � - 11 0 0 Ln Lu i0 Z) 0 •jrnw C M r O Lei 00 < cn a o Lu o 0 I � Lu Z = O. cr, F-- Lu Q L 0 C U Z In F-- V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENIIAL BUILDING CODE (INCLUDING 2009 SUPPLEMEN1), SECTION R301 FOR 120 MPH, 3 SEC. GUS F, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COE1 -1 'IENT=±0.18) WIND LONE THIS DRAWING AND DESIGN IS VA41D FOR 12 NAOPITHS AFTER THE DATE IF IS SIGNLD AND SLALED. SIGNED AND SEALED FOR THE STR�CIURAL PURNUN OF THIS DRAWING ONLY. 2011. LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER W I HOUr WRITTEN CONSENT FROM LENNAR CURPOjAHON. CJI I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSG'O ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REP ODUCTION OR UNAUTHORIZED USE IS PROHIBITED.1 REVISION: DATE -,--- --- DESCRIPTION 02-03-09 1.00 200/ fbC UPDATES e. kEVI.SED DETAILS <./$J, Ort/5:) e, K/S:S FOR WALL OFF SET L FROM 5161' 10.20.09 I.UI RbVISLD DETAIII K/S3 08.31.10 1.02 Cr,105TEEL 10.19.10 1.03 UPDATE DETAIL IK/S4 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY N. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. 1149758 • w No. VV60 192 -o T/ ON A SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO,: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S5 :2j1A r REFER TO SECTION I ON 2xa P.T. BUCK -CONNECT TO BLOCK.SECTION ;- �- SHEET 55.1 FOR W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A /l X-F3FACNG, AND TOP EME3EDMENT INTO F3LK.) 1/4' MAX -� J CHORD 5LOCKINCi �_ 1 X 4 FURRING _ SOLID BLKl. AT TOP E31UWN. v�- '� I/^" x 3 I/�' TAF'CON� INFORMATION E ARCH 5LKG. 4 vUGK -- - ~-. - .� BLOCK WEAD�R---- �) SCI SOF; TF��J`-�`_� ------ _-- � � = SCISSOR T�u�� - _ ! I/2° DRYWALL_ REF TO SECTION I - -3d NAILS AT 3" Or. AT IEIUGK c r ON SWEET 55.1 FOR "_/ 2 x 8 45,° DIAGONAL- (4) 10d NAILS INTO -LSA rE A CUT CUT IN 0.5.B. vh l - 2" x " RAT RUN BRAGIN� BRACE(5) \ T,� _ � THE INSIDE TO ALLOW FOR X-BR.ACIi`lG, AND 'rOF' 1L "° 2 x P, 5RAC: / B'LKG. \ - CHORD BL LICKING = 24" O.C. ON TOP OF - l/I&" O53 INSULATION TO �E INSTALLED i r BOTTOM CHORD FUR (4) * J" AT�CH PANEL_ CUT HOL E IN U.S.E. FOR INFORMATION �... BJUIL I UP PLWD. BUrI. � ._.. � � -2 x 8 45 DIA_xONAL BRACE �. POLY GrLL IN THIS AR RE `� r TRUES SPANS ATTACHED SCf?I5E (NOTCH) ;c n - - lU/ 2 1&Gi EACH TRUSb n AT E�. FACE OF ARC14 W/ (3) \ BAGK5IDE TO FIT ARCH -- (�) 10d NAIL: INTO 2 x 3 -\ - IOd NAILS AT EA. END \ / JOINT CONNECT W/ ad NAILS BRACE/ E Lr:r. LLJ - 1/4' TO 1/2" GAP BETWEEN __\_2 x 4 50LID BLh:Ci. (FI.11 U11DTH Or= IUALL) FTUM, 05E'J- n-INaTALL IUD.U. 5<: �F IU ANCHORra c V TOF FLATE $ TRU05 2" x 4" FAL OCKIN.� END NAILED ARCH FACES W (4) IOd NA L5 Tn1,-ZJ O,55 INTO 2 „ ?, PROVIDE TAPGON WITHIN �+�' _- - INTO ARCH 'E3LKG. PER I 4' MIN. OF BRACE _ �__ - <i _---- UJ/ 2-16d 24" O.C. (MAX.) INSTALLATION DETAILS �_ F'r'•OVIDE TAPCON F'ER IWDW. INSTALLATION DETAILS OR TH , __ N��AIO I-1/2" TNK. OR MORE k3UGK WITHIN o" MIN. OF START Or ARCH - - - - -� CL 40" O.G. = _` _ START OF AF _ -- - - -- \ --T -- �,. 4' MAX. RAD. USP HGAI0 2 x 4 OLOCKINCz (TURNED \� FLAT)NAILED 1OTOF f LA-rE`G<��Tf L J EACH TRU55 ' W/ 5-10d NAILS 5 _ LE= 1. .a �. - `r -- UJooD FRAME EXT. WALL WOOD FRAME EXT. WALL 1/4" TO 1/2" GAP BETWEEN TOP PLATE d TRUSS U5P 5F'T24 'Jc EVERY - USP �F T24 a EVERY OTHER STUDOTHER STUD --- ;� - WOOD FRAME EXT. WALL ---- - 1/2" NOMINAL PI YWOOD OR ;L --` 0.5.L5. NAILED UJ/ ad NAILS U ll5f, 5P1'24 4" O C. FOUNDARIES, o' O.G. -" EDGES, 3 12" O.C. FIELD a, FVEFY OTHER STUD 1/2" NOMINAL PLYWOOD OR 'ga- .� , O.S.B. NAILED W/ 3d NAILS - - 2x8 STUDS AT lo" 0�:. 4" U.G. BOUNDARIES, o" O.C.' - 1n.. 2 x 0 bUC'I: -CUNNI=CT TO -r EDGES, 4 12° O.G. FIELD 2x8 STUDS AT lo" O.C. 2x8 STUDS AT 16" O.G. I �� F'JLUGK WITH I/4" x 3 I/4" 'rAPGON (I I/4" h~lliv. Fh�IBFDMEiRT----- �$ \(� _ --1/2" GDX PLYWOOD OR-1/IG'035 1 _ 5-L7 SWEATHINC: W/10d NAILS v o" O.C. -1/4" MAX INTO 3LK.) \\1 _ - USP 5P'r22 EY _- U5P SPT22 a � EDGES 1 17 O/C FIE=LD. GI O -K � 7 � _?z \r l NEADEF, I SOLID B1..f.C. AT r0F vTWN. ARCIa OTHER STUD r E - � --__ - 1 f J IEI� Y OTHER STUD -- c f r-.__.__ USP 5FT12 � 1 X 4 rUr�'*.1'?1i�1<.�-. N Dl^KG. � BUGr, \ L = EVERY OTHER STUD -- E_ - K.O. BLOCK W/ (U 5 c . c �- - 8d NAILS Q 3" O.C. AT ��UCK - _ �, S-1 r---- WEEP �C.REED IN�TALLGD 2 x a VERT. W/ (2) 1Od WEEP SCREED r = CONT. A FILLED =PER MANIJF.----~-_-WEEP 5GREED INSTALLED NAILS AT GA. END _ INSTAL( ED PER MANUF.~ PROVIDE 2 x 3 DIACi. BRACE - _^ �---"-�f � � _ J� FROVIDE (2) MIN. - P_R rIANUF. BTWN. tE1,T. BRACES WHEN NGT\�� _ Z_ c 1 nPGON AT EA. �'------------- K.O. 5LOGK W/ (1)-_-- K.O. BLOCK W/ (UOF 5FACE EXCEEDS 24" �_. SIDE BUCK - (l) k. --- 5/a" x 10" "J" 501_T a 24' O.C. 1> CONT. y FILLED 5 CONT, 4 FILLED LEAVE A CUT OUT IN o.S.B. ON -_- _a''� \� WITHIN 4" MiN. of (STAGGERED) UJ/ 2" DIA. x 3/1&" - " 2 x 8 /ERT. 6f�AGE(5) fNE Iid51DE TO A!_LO!1! FOR--~fY f START OF ARCH - ala' x 10' J BOLT a '24" - PLATE WASHER (TYPICAL) O.C. (aTAGGERED) W/ `l" ' � INSULATION TO BE INSTALLED) � '` - - - DIA. x 3/I/o PLATE \ - " BUILT UP P L WD. BUCK - WASHER (TYPICAL) SCRIDE' (NOTCH) �� `1/l0" 05E ARCH PANEL \ � 5/s3° x 10" "J" L�OI T 5ACK51DE TO FIT ARCH �� 24" O.G. (S'tAGG=RED) COi�NEGT W/ 8d NAIL5 - 'STAF:T OF AFC. -- W/ 2" DIA. x 3/l0" _ �- �`--2 x 4 SOLID C:/LKCa. (FULL WIDTH OF - WAl_L5) l3TLUN. 053 A�CI1 FACED lU/ (4) EaUAL EoUAL 4' MAX. F?A!7, I x 2 P.T. FURRING STRIP ---1 x 2 P.T. FURRING STRIP INSTALL WDW, SCREW PLATE WASHER (TYPICAL) ANCHOR INTO ARCH -( 10d NAIL5 THF�U O`0 INTO 2 x 3 _ 1 LKG. PER INSTALLATION DETAILS i R ) I �'�a...�, ') MA50NR'r" WALL (DESIGNED MA50NRY WALL \ I" x 2" P.T. FURRING STRIP SC AI N.T.S. A5 CANTILEVERED) -- (DESIGNED A5 ` O F-r=GAN'I'ILEVEREDJ--- MAN50NR1' WALL n f 1-J (DESIGNED A5 CANTILEVER) N A IN EXT. �-��:� =UJ L NDN- �� INC QCT. KNEE- U1ALl_ N�_:��N=51H/4NIN_r EXT. <N! f= - LUALL_ NON- SCALE: 3/4" = I'-0" �� SCALE: 3/4" = I'-0° SCALE: 3/4" = I'-0" - 2 x 4 CRO55 GRACE AT -SEE NOTE -5 FOi? F.'OOF DIAPHRAM NAILINC1 SRECIFIC:A"1'IOi l i RIDGE FASTENED AT EACH - � 2x4 UUTL OOKER a 24" JOINT UJ/ (2) IOd x 3" U6P RTI& OR EQUAL EA. OUTL (_-K-R ri,, USF r-1U54CIF ( ACED USi:l Ur='SET LUooD 1:-3E,AM X FLANr:zE LIANCTF'R IU/ (o) 1<D�j � NTA20 (S1ER FLAN FOF, 51LE) INTO 5FAM S: (&?) /Iro" X 1 3/4" TAPCONS TOP G'ORD BLOCKING FOR FIRST FOUR BOWS OF TRUSSES �@ 'EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) lod NAILS 24" MAX 2 x 4 "T" ON TOP OF PANEL BLOCKING, h9: - FASTEN WITH IOd x 3" 4" O/C _-1/2" COX PL'1111100D OR -��="`-_.�- ...-. �`-t��-� E� -I/lo° 03-P)I�JNEATNIrIG , X , ` UV V a LIX A fT F W/ lOd I�AILa/� _ _ - 'a or E ' O.G. ED5 AND 12" -�r O.C.FIELD CEILING RIDGE E}) 2 x 4 PANEL 5LOCKIN6 'c)40" UC. - ' I BR/%CE TO EXTEND AT ATTACHED W/ (2) 110c] TOENAILS J LEAST 90% OF UJE�J LEN<'frI •' :�, SILL INTO 30TTOM CHORE). INTERIOR HIP VAULT± 6:12 SL OPE---' 2x6 P.T. � `-- Ev (SEE TABLE ON SWEET 55) CENTER AND 3:12 SLOPE SLIDES. 5/a" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FA,5TE.NED WITH 8d \ }3 IOd x 3 'a 3" O/C COOLER NAIL5 OR 1 1/4" LONG CCLYIN DRYWALL 5GREWS � r WIT(, �' � T11R01.1Gr1 CHORD INTO �Mf x ASTM 01002 FOR FIRST a' -O" FROM END WALL o 4" O/C TYPICAL 2" x o" P.T. FLA'TE �,. U5P PTA20 (UPLIFT CAF = 1615 LBS) 5/a" x 10" DOLT ' 2.4" O.C. MINIMUM o° FROM PLATE-_.- (GRAVITY L�TE- -` FLUSH W/ i"IASONRY. U5P NU54aIF (UPLIFT CAP = 1302 Ibs) �' (GRAVITY CAF = 1202 Ib5) SPLICES W/ 3/I1o" x 2" DIA. PLATE WA5HER 11J) EP 5GREED _ �L�j N5TAL1_ED PER h1Ar11UF. T 1�1T > I� INT >� � AT ENT ...r.-__. �L.N � i � I lu T � � I � �� l L T 1-1��1:�TUF �. G)C)R ilJ/TRAN��=,�C...F.1 �' N _\ r <�c � uj/-r - _,mo>( rC i ; H- k-1 � )G,45LE —_u5P NTA20 � EA. TRu55 SCALE: N.T.S. c7 SCALE:/EI �,T. WEE3 E3 (24' o.c: MAx.) — w- P.G. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 (2) 2X 8 BEAM F TRANSOM OPENING 7' -4" a b Lin w z � Q 0 H -- j co Q �i z Lu oil J FPPECAST RECE55 15 REBAR DOOR OPENING - ui Z;3 - Lu z PRECAST RECE S LINTEL (FILLED) - V) �-- ❑ w � Z OI � U '`5 RFBAR--- DOOR OPENING a, V TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENr), SECTION R301 FOR 120 MPH, 3 SEC.11GUSf, EXPOSURE C' ENCLOSED (INFERNAL PRESSURE COEFFICIENT= ±0 18) WIND LONE TOP G'ORD BLOCKING FOR FIRST FOUR BOWS OF TRUSSES �@ 'EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) lod NAILS 24" MAX 2 x 4 "T" ON TOP OF PANEL BLOCKING, h9: - FASTEN WITH IOd x 3" 4" O/C _-1/2" COX PL'1111100D OR -��="`-_.�- ...-. �`-t��-� E� -I/lo° 03-P)I�JNEATNIrIG , X , ` UV V a LIX A fT F W/ lOd I�AILa/� _ _ - 'a or E ' O.G. ED5 AND 12" -�r O.C.FIELD CEILING RIDGE E}) 2 x 4 PANEL 5LOCKIN6 'c)40" UC. - ' I BR/%CE TO EXTEND AT ATTACHED W/ (2) 110c] TOENAILS J LEAST 90% OF UJE�J LEN<'frI •' :�, SILL INTO 30TTOM CHORE). INTERIOR HIP VAULT± 6:12 SL OPE---' 2x6 P.T. � `-- Ev (SEE TABLE ON SWEET 55) CENTER AND 3:12 SLOPE SLIDES. 5/a" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FA,5TE.NED WITH 8d \ }3 IOd x 3 'a 3" O/C COOLER NAIL5 OR 1 1/4" LONG CCLYIN DRYWALL 5GREWS � r WIT(, �' � T11R01.1Gr1 CHORD INTO �Mf x ASTM 01002 FOR FIRST a' -O" FROM END WALL o 4" O/C TYPICAL 2" x o" P.T. FLA'TE �,. U5P PTA20 (UPLIFT CAF = 1615 LBS) 5/a" x 10" DOLT ' 2.4" O.C. MINIMUM o° FROM PLATE-_.- (GRAVITY L�TE- -` FLUSH W/ i"IASONRY. U5P NU54aIF (UPLIFT CAP = 1302 Ibs) �' (GRAVITY CAF = 1202 Ib5) SPLICES W/ 3/I1o" x 2" DIA. PLATE WA5HER 11J) EP 5GREED _ �L�j N5TAL1_ED PER h1Ar11UF. T 1�1T > I� INT >� � AT ENT ...r.-__. �L.N � i � I lu T � � I � �� l L T 1-1��1:�TUF �. G)C)R ilJ/TRAN��=,�C...F.1 �' N _\ r <�c � uj/-r - _,mo>( rC i ; H- k-1 � )G,45LE —_u5P NTA20 � EA. TRu55 SCALE: N.T.S. c7 SCALE:/EI �,T. WEE3 E3 (24' o.c: MAx.) TRANSOM OPENING T-4` A.F_F. ENGINEERING, LLC P.G. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.donscoengineering.corn a b Lin w z � Q 0 H -- j co Q �i z Lu oil J FPPECAST RECE55 15 REBAR DOOR OPENING ui Z;3 - Lu z :EO V) �-- ❑ w � Z TOP G'ORD BLOCKING FOR FIRST FOUR BOWS OF TRUSSES �@ 'EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) lod NAILS 24" MAX 2 x 4 "T" ON TOP OF PANEL BLOCKING, h9: - FASTEN WITH IOd x 3" 4" O/C _-1/2" COX PL'1111100D OR -��="`-_.�- ...-. �`-t��-� E� -I/lo° 03-P)I�JNEATNIrIG , X , ` UV V a LIX A fT F W/ lOd I�AILa/� _ _ - 'a or E ' O.G. ED5 AND 12" -�r O.C.FIELD CEILING RIDGE E}) 2 x 4 PANEL 5LOCKIN6 'c)40" UC. - ' I BR/%CE TO EXTEND AT ATTACHED W/ (2) 110c] TOENAILS J LEAST 90% OF UJE�J LEN<'frI •' :�, SILL INTO 30TTOM CHORE). INTERIOR HIP VAULT± 6:12 SL OPE---' 2x6 P.T. � `-- Ev (SEE TABLE ON SWEET 55) CENTER AND 3:12 SLOPE SLIDES. 5/a" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FA,5TE.NED WITH 8d \ }3 IOd x 3 'a 3" O/C COOLER NAIL5 OR 1 1/4" LONG CCLYIN DRYWALL 5GREWS � r WIT(, �' � T11R01.1Gr1 CHORD INTO �Mf x ASTM 01002 FOR FIRST a' -O" FROM END WALL o 4" O/C TYPICAL 2" x o" P.T. FLA'TE �,. U5P PTA20 (UPLIFT CAF = 1615 LBS) 5/a" x 10" DOLT ' 2.4" O.C. MINIMUM o° FROM PLATE-_.- (GRAVITY L�TE- -` FLUSH W/ i"IASONRY. U5P NU54aIF (UPLIFT CAP = 1302 Ibs) �' (GRAVITY CAF = 1202 Ib5) SPLICES W/ 3/I1o" x 2" DIA. PLATE WA5HER 11J) EP 5GREED _ �L�j N5TAL1_ED PER h1Ar11UF. T 1�1T > I� INT >� � AT ENT ...r.-__. �L.N � i � I lu T � � I � �� l L T 1-1��1:�TUF �. G)C)R ilJ/TRAN��=,�C...F.1 �' N _\ r <�c � uj/-r - _,mo>( rC i ; H- k-1 � )G,45LE —_u5P NTA20 � EA. TRu55 SCALE: N.T.S. c7 SCALE:/EI �,T. WEE3 E3 (24' o.c: MAx.) ENGINEERING, LLC P.G. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.donscoengineering.corn a b Lin w z � Q 0 H D�a� M co Q �i z Lu oil J ui Z;3 - Lu z :EO V) �-- ❑ w � Z OI � U z a, V TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENr), SECTION R301 FOR 120 MPH, 3 SEC.11GUSf, EXPOSURE C' ENCLOSED (INFERNAL PRESSURE COEFFICIENT= ±0 18) WIND LONE IRIS DRAWING AND DESIGN 13 V�LID FOR 12 MONIHS AFTER THE DATE IT IS SIGNED ANLT SEALED. SIGNED A ND S EALED FOR THE.,["CTURAL PORTION OFTHIS DRAWINGONLY. 2011 LENHAR CORP. -THIS. PLANIMAY NOT BE REPRUDUOED IN ANY MANNER 1�JITHOUr WRITTEN CONSENT FROM LENNAR CORP(�r ATION. 301 I-IHESE DRAWINGS AND DESIGNS ARE IIIE JOINT PROPERTY OF DANSCO ENGINEE�ING, LLC AND THE CLIENT' ON THIS PP.OJ ECL ANY RFTPRODUCTION OR UNAUMOP.ILED USE IS PROHIBITEIS. REVISION: DATE -I DESCRIPTION 02-03.09 IM 2007 FB(- UPPAILS Y. REVISED DETAILSC/S3, GC/'3 C K/531 OR WALL Off SET 2" TRUM SLI' 10-20.09 1.01 RFVISEr) DETAIL K/S3 08.31.10 1,02 0r4OSIEEL 10.1 9.10 1.03 UPDATE DETAIL K/54 VERSION NO. 1.03 /10.19.10 CA 25948 _ SAMUEL A. GEENBERG, P.E. #34245 rHUY H. HUYNH, NIV P.E. #60122 IRWIN J. BENSON, P.E. #49758 GIUE w = ' No 6 22 4, p '. OF" Ct ` A� as S' :,<O{IDP•• Nei SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: JB REVIEWED BY: TH 5. 1 2X BLOCKING @ EA. WALL - :D W SHEATHING JOINT I\ 4" O.C. EDGES, AND 6" O.C. FIELD (U.N.0) w 16" O.C. 2X S.P.F. STUDS 7/8" CEMENTI TIOUS FINISH PER ASTM C. 926 co APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" U.C. - '� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ lOd D Lu LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" U.C. FIELD c0 --INSULATION PER 1/2" GYP. WB OR .3/8" PLYWOOD/ TYPE 2 -M -W OSB � CHART ON FLOUR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED--- SPACE ONCEALE SPACE INTO APPROX. EQUAL AREAS. FLO R S STEM \ r, \ % — — — METAL SEAT PLATE 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/81' GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON SHEET SN—/ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL (2) 2x TOP PLATES CAPACITY - SHINGLE ROOF- TRUSS SPAN. 30' MAK ADD (1) 2x4 STUD @ EA. TRUSS BRG. FOR 30'< TRUSS SPAN < 40' (2) 2x4 STUDS FOR 40'< TRUSS SPAN < 47' - TILE ROOF- TRUSS SPAN 25' MAX ADD (1) 2x4 STUD cQi EA. TRUSS BRG. FOR 25'< TRUSS SPAN < 32'(2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' --__ 1x WD FURRING @ 24" O.C. �.r BASEBOARD MW. 2500 PSI CONC. SLAB _ _ MIN. PSI MAY VARY PER MUNICIPALITY m I_ III=N —1=1 11 I1 411 — 'il _� III—III-TIL—III :> _ _ a 66 W1.4xW1.4 WWF OR FIBERMESH = I I=I I =I =I I I- I STD, 90° HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/195 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH - - (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) IxW U Tai _j 4"x4" INSPECTION PORT AT b EACH FILL. CELL TYPICAL NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE &0 I FINISH GRADE JT 30 :111111111111111111= - o i =111-111= :-- -I�- 1I— '—I I ISI _III III III=1 I II I I� III-III=III=111=I � ISTD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4.. r-" 1'-8" (SEE DETAIL) W/3" MIN. CLEARANCE +* TYP 2 -STORY WALL SECTION SCALE: 3/4"=1'-0" USP L5TA24 STRAP W/ &-10d x I V2" NAIL5 To 5TUD 1N [D r L OC) f _' FRAME C_- 0ieN E G T I (_ )N 5EE TYP. 2 -STORY WALL 5ECTION FOR ADDITIONAL INFORMATION. U5P L5TA24 5 -TRAP W/ 0-10d x 1-1/2" NAIL5 TO STUD 1 8-10d x 1-1/2" TO BAND JOIST a EA. STUD .i 2nd FLOOR WALL ------ -_----------- BAND J015T (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 & REQ. AT OPENINGS (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 5 4:12. 12 PRE ENGINEERED STRAPS WOOD -TRUSS @ 24" -HURRICANE ANCHOR @P EACH TRUSS GONTG\UOU5 TO BOTTOM RIPF'ON O.C. MAX. 15 LB ROOFING (SHINGLES) STUDS UJ/ ad Q 411 O.G., 2 ROWS STAGGERED �� - ROOF COVERING INSULATION— -� BAFFLE �-� 15/32" CDX PLYWOOD OR 7116" EA END _ O.S.B. (SEE ROOF NAILING SCHEDULE INSTALLATION�•;_ ON SHT 5N1) PER CHART _ -- - -ALUMINUM DRIP EDGE ON SHEET S3 NAILS INTO C.A. FLOOR TRU55 (1) USP LSTA30 Y /--WEEP 5CREED ALUMINUM CIA 5/8" OR 1/2" HIGH STRENGTH CEILING. �'� `'�- ,. 2x SUB ASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C --e--- _ 12" VENTILATED SOFFIT' CEILING & 8" 0/C WALLS ATTACHED WALL SHEATHING TO 112" GYP WB (2) -TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - r 1x2 NAILER PRE-ENGINEERED — 15/32" MIN. PLYWOOD OR 7/16" 0513 JOR TRU55/JOIST -J' L SHEATHING NAII ED W/ 8d COMMUN NAIL" @ 2X BLOCKING @ EA. WALL - :D W SHEATHING JOINT I\ 4" O.C. EDGES, AND 6" O.C. FIELD (U.N.0) w 16" O.C. 2X S.P.F. STUDS 7/8" CEMENTI TIOUS FINISH PER ASTM C. 926 co APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" U.C. - '� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ lOd D Lu LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" U.C. FIELD c0 --INSULATION PER 1/2" GYP. WB OR .3/8" PLYWOOD/ TYPE 2 -M -W OSB � CHART ON FLOUR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED--- SPACE ONCEALE SPACE INTO APPROX. EQUAL AREAS. FLO R S STEM \ r, \ % — — — METAL SEAT PLATE 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/81' GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON SHEET SN—/ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL (2) 2x TOP PLATES CAPACITY - SHINGLE ROOF- TRUSS SPAN. 30' MAK ADD (1) 2x4 STUD @ EA. TRUSS BRG. FOR 30'< TRUSS SPAN < 40' (2) 2x4 STUDS FOR 40'< TRUSS SPAN < 47' - TILE ROOF- TRUSS SPAN 25' MAX ADD (1) 2x4 STUD cQi EA. TRUSS BRG. FOR 25'< TRUSS SPAN < 32'(2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' --__ 1x WD FURRING @ 24" O.C. �.r BASEBOARD MW. 2500 PSI CONC. SLAB _ _ MIN. PSI MAY VARY PER MUNICIPALITY m I_ III=N —1=1 11 I1 411 — 'il _� III—III-TIL—III :> _ _ a 66 W1.4xW1.4 WWF OR FIBERMESH = I I=I I =I =I I I- I STD, 90° HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/195 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH - - (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) IxW U Tai _j 4"x4" INSPECTION PORT AT b EACH FILL. CELL TYPICAL NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE &0 I FINISH GRADE JT 30 :111111111111111111= - o i =111-111= :-- -I�- 1I— '—I I ISI _III III III=1 I II I I� III-III=III=111=I � ISTD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4.. r-" 1'-8" (SEE DETAIL) W/3" MIN. CLEARANCE +* TYP 2 -STORY WALL SECTION SCALE: 3/4"=1'-0" USP L5TA24 STRAP W/ &-10d x I V2" NAIL5 To 5TUD 1N [D r L OC) f _' FRAME C_- 0ieN E G T I (_ )N 5EE TYP. 2 -STORY WALL 5ECTION FOR ADDITIONAL INFORMATION. U5P L5TA24 5 -TRAP W/ 0-10d x 1-1/2" NAIL5 TO STUD 1 8-10d x 1-1/2" TO BAND JOIST a EA. STUD .i 2nd FLOOR WALL ------ -_----------- BAND J015T 2"x POT. PLATE UJ/ (2) 10d 0 o" OC;. �- "�,f ;� NOTES: r u5E ,1,1SP MP4F 'a 24" o.c.. _.--- `- II MP4F i EXTEND wl 12 -ad NAIL5 - " = _ SHEATHING TO BOT TOM OF RIM I 50ARD/BAND 1EA FLOOR WALL J015T FOR SHEAR UJALL ONLY. USI= L5TA24 STRAP w/ a -10d x 1 1/2' NAIL5 TO 5TUD 4 0-10d x 1 1/2" TO PAND JOIST EA. 5TUD WOOD 15T FLP, SGAL E: UF'L.IFT GAP = r�2a PL.F 51HEAR CAP = 355 F'LF SEE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL INFORMATION. SPACER BLOCKS I ,,II "T" CORNER TYPICAL "T" AND CORNE DETAILS e�� -__— SCALE: N.T.S. PLO OFP-11 co%Ec r l ON a MASONRY IST FLR. 5EE TYP. 2-STOR1' WALL SECTION FOR ADDITIONAL INFORMATION, E' SCALE:3/4"=Ir- 0 II 2 - S.P.F. CONST. GRADE TOP PLATE 5FLICE MIN 42" APART112 — / f✓/ 1/2 1/2 - Tr 11 TF IT- r- - ----- ---- - - IT- - - - IIT- l- -..�_- -S- TTI = =F_ - ulF - =II- - II II II III=p j -- ----°----°j ---- — L _----°-- - - - ` Al Ij _ II II I II III II �f II II II ..�, n u I H uI I I H n u SIN6LE NAIL ElCiE r)QI If I--,r�' NAIL r l~DC'sE:�PAGINCx I „- III u 1_1 u u iii C_�F EN�JINCx Iu u u - �ri'-'�7 III a u' n (ADNAIL AT 5,457-- ° A,�E ,_ ROIUc� �� 4 O r;. W/0 -d GOMMO'1 NAIL_ II II II I III r• IH II f II LI w(JNAIL. AT TOF PLATE TUJO ROILIS e 4, O W10 -b COMMON NAIL I6 II II I w III \ III II 11 II I (ONAIL OP3 NINC7 F -)F IMETE(R w 3" O.C, COMMON NAIL_ II II II II III -- I ---II-- III II 11 II ! H u II u m II u n (D)NAIL INT. AT O.C. W%gid G01`110N NAIL 1I H n u uI I r a u1 II u u I d _ _ IL _ _IL - _II u n (it STACzrGER ALL VERT. JOINTS t NAIL ,,z; 4" O.G. III 11 III II IL II I. FLOOR SY(STEI-1 W/Od COMMON NAIL --------- ITL- 1 --ii 111 W - -IL --II- - -I (ONO SPLICE a HEADER - NAIL SJHEATHINc- TO ,15/32" MIN. PL •f'WOOD 1 EADER UJ/0d CO! lf'lON NAIL,@ 4" a/c OR 1/10" OSP SHEATHINr 2x4 P.T. 15ASE FLAT--- LU LATELU /=\LI._ 5HIEATPING� ; INFALL . 4 NAILIN(� zi JCSHEC_'), NOTE: 5EE TYPICAL WALL �- /— 5EE SHEATHING: 5PEC5 ON FLOOR SECTION C/53 FOR ADDITIONAL INFOIFTIATION I/2" �YF. W:B. MIN. �rA 'Ar SIDE IF Til - Ill ROW OF 2x 5I-OGKING MID ATFL IGAPLF NCzT. FOR WALL HGT, ?>' 6". (2) ROWS OF 2x DLOCKINr, ,� 3rd /S"DIA.b EXPAN51ON E30LT W/ PT3 FOR WALL NGT. > ?�'-o" I' FMDE[DMFNT 9 24" O.G. �� W/ 2"�x 3/10' PLATE WASHER. USP 5PT22 @ EA. 5TUD \ TYPICAL. (MIN. SHEAR 3500#. 2. x STUDS a 10" O.C. C: MiN, TEN51or1 2600 .) 2X P.T. PLATE \ o x 6 W1.4 x WI.4 WWF OR FIDERMESN -J r-- l3CONT. ON 3" CHAIR W/ 3' 111N. _- .—_1- a�_4 CLEARANCE INl rE IGF 2-S OF-Z'r 1=FAME_ SECTION SEE TYP. 2-5TORY WALL SECTION SCALE: 3/4"=1'-0' FOR ADDITIONAL 5L45 INFORMATION. -- 211x4' PANEL 51 OCKiNG '@ 40" O/G FOR THE FIRST a'-0" OF END WALL FROM EA. END. (TYP.) TOP 4 BOTTOM GNORD ATTACHED UJ/ (2) I,6d TOE NAIL 5 DECKNC, I�--i FLOOR TRU55 5EE FRAMING PLAN 2'1x411 CROSS PRACE '@ 401'- O/C 0"- O/C FOR THE- IST 2'-0" OF END WALL U/ (2)10dx3" 'v) EA. END INTO 211x41' E3LOCKINCz .�� -�-2ND FI OOR FRAMING - 5EE SECTION J/56 ATTACHED LUALL SHEATHINCT = - TO POTTOM PLATE/CHORD IU/ ad 4" O/C, 2 ROWS 5TAC:GERED -FLOOR TRUSS SEE FRAMINCx PLAN '--IJJ-EP SCREED [=-, INSTALLED PER MANUF. U5P HTA20 a 24" O.G. UJ/ 10-10d X 1 1/2" NAIL5 INTO BLOCKING;TRU55 t MIN. 4" EME3EDMENT Ni GONC. PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEI= Tl'P. 2 STORY WALL SEC,TIOINI FOR ADDITIONAL INFORMATION. SCALE: N.T.-5. 2x CRIPPLES 6 --- 16" O.C. W/ (2) 12.d TOENAILS T/B 1 O NAILS @ 8" 0/0 TYP. -- DOUBLE 2x CRIPPL'E' STUD TYPICAL (U.N.O.) HEADER SUPPORT 2x STUDS ,) 110" Off.- -----. REQ. AT OPENINGS OPENING 2"x 150T. PLATE W/— ATTACHED WALL 51-IEATWINC3 STRAPS (2) 10d to /o" 0('. GONTG\UOU5 TO BOTTOM RIPF'ON JACKS STUDS UJ/ ad Q 411 O.G., 2 ROWS STAGGERED EXTEND 5HEATNIN6 TO EA END �M OF SEAM OR GIRDER EA END EA END PLATE W/ O.C. 1'4" -2X4 RIPPON5, EACH W/ 4-I�d (2)-- (1) NAILS INTO C.A. FLOOR TRU55 (1) USP LSTA30 { /--WEEP 5CREED - (3) �(2) INSTALLED PER. MANUF. (1) USP LSTA30 (3)— HTA20 a EA. TRU55 -- -- W/ 10 - 10d X 1-1/21' NAIL5 INTO FLOOR PRE-ENGINEERED — TRUE 4 MIN. 4" E )EDMENT IN JOR TRU55/JOIST FLOOR TRUSSES K0 PLOCK 2"x POT. PLATE UJ/ (2) 10d 0 o" OC;. �- "�,f ;� NOTES: r u5E ,1,1SP MP4F 'a 24" o.c.. _.--- `- II MP4F i EXTEND wl 12 -ad NAIL5 - " = _ SHEATHING TO BOT TOM OF RIM I 50ARD/BAND 1EA FLOOR WALL J015T FOR SHEAR UJALL ONLY. USI= L5TA24 STRAP w/ a -10d x 1 1/2' NAIL5 TO 5TUD 4 0-10d x 1 1/2" TO PAND JOIST EA. 5TUD WOOD 15T FLP, SGAL E: UF'L.IFT GAP = r�2a PL.F 51HEAR CAP = 355 F'LF SEE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL INFORMATION. SPACER BLOCKS I ,,II "T" CORNER TYPICAL "T" AND CORNE DETAILS e�� -__— SCALE: N.T.S. PLO OFP-11 co%Ec r l ON a MASONRY IST FLR. 5EE TYP. 2-STOR1' WALL SECTION FOR ADDITIONAL INFORMATION, E' SCALE:3/4"=Ir- 0 II 2 - S.P.F. CONST. GRADE TOP PLATE 5FLICE MIN 42" APART112 — / f✓/ 1/2 1/2 - Tr 11 TF IT- r- - ----- ---- - - IT- - - - IIT- l- -..�_- -S- TTI = =F_ - ulF - =II- - II II II III=p j -- ----°----°j ---- — L _----°-- - - - ` Al Ij _ II II I II III II �f II II II ..�, n u I H uI I I H n u SIN6LE NAIL ElCiE r)QI If I--,r�' NAIL r l~DC'sE:�PAGINCx I „- III u 1_1 u u iii C_�F EN�JINCx Iu u u - �ri'-'�7 III a u' n (ADNAIL AT 5,457-- ° A,�E ,_ ROIUc� �� 4 O r;. W/0 -d GOMMO'1 NAIL_ II II II I III r• IH II f II LI w(JNAIL. AT TOF PLATE TUJO ROILIS e 4, O W10 -b COMMON NAIL I6 II II I w III \ III II 11 II I (ONAIL OP3 NINC7 F -)F IMETE(R w 3" O.C, COMMON NAIL_ II II II II III -- I ---II-- III II 11 II ! H u II u m II u n (D)NAIL INT. AT O.C. W%gid G01`110N NAIL 1I H n u uI I r a u1 II u u I d _ _ IL _ _IL - _II u n (it STACzrGER ALL VERT. JOINTS t NAIL ,,z; 4" O.G. III 11 III II IL II I. FLOOR SY(STEI-1 W/Od COMMON NAIL --------- ITL- 1 --ii 111 W - -IL --II- - -I (ONO SPLICE a HEADER - NAIL SJHEATHINc- TO ,15/32" MIN. PL •f'WOOD 1 EADER UJ/0d CO! lf'lON NAIL,@ 4" a/c OR 1/10" OSP SHEATHINr 2x4 P.T. 15ASE FLAT--- LU LATELU /=\LI._ 5HIEATPING� ; INFALL . 4 NAILIN(� zi JCSHEC_'), NOTE: 5EE TYPICAL WALL �- /— 5EE SHEATHING: 5PEC5 ON FLOOR SECTION C/53 FOR ADDITIONAL INFOIFTIATION I/2" �YF. W:B. MIN. �rA 'Ar SIDE IF Til - Ill ROW OF 2x 5I-OGKING MID ATFL IGAPLF NCzT. FOR WALL HGT, ?>' 6". (2) ROWS OF 2x DLOCKINr, ,� 3rd /S"DIA.b EXPAN51ON E30LT W/ PT3 FOR WALL NGT. > ?�'-o" I' FMDE[DMFNT 9 24" O.G. �� W/ 2"�x 3/10' PLATE WASHER. USP 5PT22 @ EA. 5TUD \ TYPICAL. (MIN. SHEAR 3500#. 2. x STUDS a 10" O.C. C: MiN, TEN51or1 2600 .) 2X P.T. PLATE \ o x 6 W1.4 x WI.4 WWF OR FIDERMESN -J r-- l3CONT. ON 3" CHAIR W/ 3' 111N. _- .—_1- a�_4 CLEARANCE INl rE IGF 2-S OF-Z'r 1=FAME_ SECTION SEE TYP. 2-5TORY WALL SECTION SCALE: 3/4"=1'-0' FOR ADDITIONAL 5L45 INFORMATION. -- 211x4' PANEL 51 OCKiNG '@ 40" O/G FOR THE FIRST a'-0" OF END WALL FROM EA. END. (TYP.) TOP 4 BOTTOM GNORD ATTACHED UJ/ (2) I,6d TOE NAIL 5 DECKNC, I�--i FLOOR TRU55 5EE FRAMING PLAN 2'1x411 CROSS PRACE '@ 401'- O/C 0"- O/C FOR THE- IST 2'-0" OF END WALL U/ (2)10dx3" 'v) EA. END INTO 211x41' E3LOCKINCz .�� -�-2ND FI OOR FRAMING - 5EE SECTION J/56 ATTACHED LUALL SHEATHINCT = - TO POTTOM PLATE/CHORD IU/ ad 4" O/C, 2 ROWS 5TAC:GERED -FLOOR TRUSS SEE FRAMINCx PLAN '--IJJ-EP SCREED [=-, INSTALLED PER MANUF. U5P HTA20 a 24" O.G. UJ/ 10-10d X 1 1/2" NAIL5 INTO BLOCKING;TRU55 t MIN. 4" EME3EDMENT Ni GONC. PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEI= Tl'P. 2 STORY WALL SEC,TIOINI FOR ADDITIONAL INFORMATION. SCALE: N.T.-5. 2x CRIPPLES 6 --- 16" O.C. W/ (2) 12.d TOENAILS T/B 1 O NAILS @ 8" 0/0 TYP. -- DOUBLE 2x CRIPPL'E' STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE (U.N.O. ON PLAN) EA END EA END EA END EA END ME 1'4" (1)— (2)-- (1) —(2) _ (1) USP LSTA30 4'-9" (2) - (3) �(2) (2) (1) USP LSTA30 (3)— 0 0 LOAD BEARING/EXTERIOR FRAME WALL HEADER DETA-d L 5EE 5HT 53 FOR INSULATION CHART -15/32" MIN. PLYWOOD OR 1/I0" OSE'J SHEATHINC,, (2) ROWS OF 2x BLOCKING----- 1 I NAILED IU/ od COP IP JON I N 1 L ;d THIRD POINTS 4" O.C. ED(:T 5, AND (a" U.C. FIELD (U.N.0) 4 2X STUDS In° OIC 510'DIA. x 10" "J" DOLT W/ 01' �. . EMPEDMENT �) 24" O/C IU/ 2"DIA.X 7/a" STUCCO FIN15111 PER 45TM C. y2o, 3/I6" PLATE WASHE? TYPI CAL APPLY 3 LAYERS W/ 'TOTAL THIGKPlESS 7/0" (MIN. SHEAR 3500". MIN. TENSION OVER METAL LATH. FI; -'.ST 2 LAYEF--,5 31011 20000 C:< THIC,K. EACH. 3RD LAYE rR I/0" THICK. 2500 Put CONCRETE MIN. USP 5PT22 n EA. JrIJD SLAP W/ 0xG WL4xUJl.4 LUIiF OR /9X P.T. PLATE r E FIBERMESHUJEP SCREED INSTALLED r'E R MANUF. V, II FINI5.4 GRADE- - i n (3) �5 REBAr ON 3" GI IAIP. 4" �I a W/3" MITA, CLEARANCE A1= rEPi SATE F-00TIINIG-, v_ a WOOD 15T FL R. SCALE: 3/4"=1'-0" _ SEE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL INFORMATION. SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2 -ROWS '12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE 1NI (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE IbII MP3 CLIPS EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE. FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS 0 LO t O I I � CII, �O A IS ENGINEEMNG, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.96)8 www.danscoengine¢ring.com a O Lu f— C) ME a m �• fV ¢p-u-j� 00 Lu E zLu12 LU z 0 0 LI_I cid Ltj z �o w n �,• z aC a nu Z 0 TO IHE BEST OF THE ENGIHECR'S KNOWLEDGE AND BELIEF, TIjE STRUCTURAL PLANS AND SPECIFICATION$ COMPLY WITH 2007 FLORIDA RESIDENTIAL 4UILDING CODE (INCLUDING 2007 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC. BUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= X0.18) WIND ZONE THIS DRAW INO AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE iris SIGNED AND SCALED. SIGNED AND SEALED FOR [HE SIRUCIURAL PORIION OF THIS DRAWING ONLY. 2011 LETIf1 R CORP: THIS PLA F1 MM Y tIOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEPI CONSErIr FROM LENNAR CORPOR' TION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO E IOINEERIfIG, LLC AND ME CLIErlT ON THIS PROJECT. ANY REPRODUCTION OR UNAUIrIORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.0:3-09 I.W 2U0/rIsC UI'UA LS r. REv!SEu T)ETAILS C/53, CC/S & K/S31 OR WALL OFF SET 2" FROM SIE 10.20-09 1.01 RCVI5LU ULIAIL K/53 08.31,10 1.02 Gr40STEEL 10, I9. 10 1.03 UPDATE DFTAIL F/54 VERSION N0._1.0_3I/10.19.10 CA 25948 _ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 I E) MIKE RICHMOND, P;L4¢�f9'��J%��as ��iy�[�j��j ppp�R��',poPp �qy YYY4 44 il • p U /01 n•'na:��uan�na�vr SHEET TITLE: TYPICAL 2 -STORY SECTIONS & DETAILS (MONO) SHEET INFORAAATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH LO t O I I � CII, �O 'n _ -_ - - ----_J-- -_ 2'x 50T. PLATE UJ/ (2) 106 a 6" O.G. ' (__)F EF... IN�7-TALLA` TIC )N � 1.1NAC�<<�.-7_5 E INEYFA L. LTIG )N 3/4" ['LEMON ,) nEC O.C.E GE5 D 1 NAILED IJ I - Max. a° 8d G'ot•1r10N � 6" G. Enr�TES AND 12" O.C. FIELIr' j�C_) NOT DC-) THIS ATTACHED WALL 5HEATHIN(3 TO �� / 15 R"c6AR (TYP)�� 2X BOTTOM PLATE LU/ 8d ,) 4' O.C., I/2" DR'(WALL DOOR; JAMB (REFER F (REFER\ IX4 I/2" DR'(WALL F DOOR JAMB (f-`EFER- I X 4 TO SHT. 5DW2-KI � I X 4 I/2" DRYWALL � - DooR JAMB TO SLIT. 5DW2-KI P.T. FOR CONN. DETAILS /i. r0 SHT. 5DW2-KI - -� FOR CONN. DETAILS ;% � „I X 4 \ � FGF' GUNL1. DETAILS i/, \--I X 4 CD C) >n ' r I X 4 �� 3/16 rV X LONG j -RING 3/16"N X 5-1/2" LONG FUI i INCA 3-I/4" LUNG X 3/16"N / FURRING i�%,-; / � � � ' TAPGON5 STAGGEI;ED 60TH CELLv -rAPGON. INTO U 16" U.G. 2-ROW5 IXY� P.T. I-APGON5 STAGGERED J STAGGEf.ED ©lo O.G. 2Xf5 1X/3 E3LCGK© SPAGING 1 � E T1412-I�aW5 INTO MA5ONRY INTO ,; PER MANUFAG TUBE z THROUGH 1x4 P.T. 4 r" 1-1/ C��Tfl MASONRY THR000H .7 11 ETAIL Z 0- - IxbP.T.P.T. -`" Ix?� P.T. 3 2xf� P: r. - KNOWLEDGE AND BELIEF, THE STRUCTURAL - 1X4 P.T,-- -3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 F 1/2" DR'rNALL "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0. 18) WIND ZONE DOOR JAMB (F_1'EFEF:- TAPGON TO 5HT. 5DW2-KI FOR ( L_ REPRODUCED IPI APIY MANNER Wfi�10UT WRITTEN CONSENT FROM LENNAR CORPORATION. 201I -THESE DRAWINGS AND D[SIt,)NS ARE THE JOINT TO 5H r. 5DW2-KI CONN. DETAILSr,,:2 •Jr DATE � FOR CONN. DETAILS j��j , / / 1.00 2007 FBC UPDATES P REVISED DETAILS C/53. CC/53 F.. K/S3 FOR W AI I LI X 4 FURRINry OFF SF.T 2' FROM STEP 10-2009 1.01 REVISEDDETAIL KIK/.S3 2Xb P.T. WITH 3/16' 1➢ X 3"LONG 1.02 GIa051ELL 10.19.10 1.03 LQUA1LDETAILFST P.l. TAPGONS,?Xfj VERSION NO. 1.031/10.19.10 CA 25948 STAGGERED � I b" 0. .. P.E. #34245 THUY H. HUYNH, P.E. #60122 2 11411 DETAiL 2 -ROWS INTO MASONRY [j MII��i@MMQ,N�, 1-107 . +� �, , • , fF�' • I• v 1 0 3T W YPJ �� 2 ROUJ5 STAG(;;ERED - - - - - 2x DANn J016T UJ1 FACE NAIL 5TD. 90' HOCK, (FYR) -METAL 5EAT PLATE 10d Q TOP 1 UTTM CHORD, ENGINEERING, LLC P.O. BOX 3400 15 R'EBAR (T p. 813.645.0166 f. 813.645.9698 www.danscoengine ring.com CD C) >n U-1 0 Q V) ci 0.)' FILL 50LID -� -- HOG -- 5rn. 90' Ho <a 60TH CELLv Lu JL L Juk Ll_1 cit W zl �O ,; L z 0 In U Z 0- - n II TO THE BEST OF 111E ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS! COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLCMEN r), SECTION R301 FOR 120 MPH, 3 SEC. CEUSI', EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0. 18) WIND ZONE TH S DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SgALED. SIGNED AND SEALED FOR Ti P_ STRU 'TIJRAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN 4Y NOT BE REPRODUCED IPI APIY MANNER Wfi�10UT WRITTEN CONSENT FROM LENNAR CORPORATION. 201I -THESE DRAWINGS AND D[SIt,)NS ARE THE JOINT PROPERTY OF DAHSCO ENGINEERIPIG, LLC AND THE CLIENT ON THIS PROJECT. ANY REP ODUCHON OR UNAUTHORIZED USE IS PROHIBITED. •Jr DATE � NOTCH WE6 AT THE (TYPJ NOTE: AND (W FACE NAILS 10d �Q LAP 5NEATHING TO TRIJ55 VERT. UJEE3 - -_ - BOTTOM OF BAND - -- - - --_ A, J015'i TYPICAL - U5P 4-AMiO � I2." O.(,', u/4-5DS I/4x1 1/2, 5Cr EM) INTO BAND JOIST s l4) 3116"xl-3/4' R �. IL'EDCzE 50LT5 INTO K.O. BLOCK. �INOTCH 15T COURSE _ f C IL-- FIR5r 2 �GuR�ES FILLED DELL PER FOUNDATION PLAN I "� F c r- I r F 0 F l 15 G3 I' ' Y � , � r ` ) l.-_IILI��C�U•T c )VER SIZE ��c�c�>��-�JJIi �C.��J �-3k,-3k, �� r �_� �, � �- �_ >=�liN � � r�r�� - � I I=L�� El�L i�1��TALLATf c�.:)l�i, SEE TYP, 2-15TORr WALL 5rG'r1oN FoIR ADDL. INFO SCALE: N.T. SGALE: N.T.S. - SCALE: N.T.S. ��. 2xa P.T. PUCK -CONNECT TO BLOCK GTIC UJ/ 1/4' x 3 1/4" TAPGON ( 1 1/4" MIN. -A EMBEDMENT EMBEDMENT IN1.O 5LKJ 1/4" MAX 1 X 4 FURRINC-T -- 50LID BLKG. AT TOP 5TUJN• BLOCK HEADER - _ ARCH E3LKG. s PUCK - - ___ _ UPLIFT GAPA11TY = 59E FOR I STRAr = 100 FOR 2 STRAP5 1/2" DRYWALL - 7 ad NAILS AT a" Or. AT BUCK ' -�� / 1-PL1' f�RE-Ei 1CIrdEERED TRUSa �\ 2 x 5 45° DIAGONAL (4) 10d NAILS INTO - \ - LEAVE A CUT OUT W o.S.B. ON THE INSIDE TO ALLOW FOR U F' RTiO UJ/ (0,) ecl X 1 1/2 BRACE(5) 2 x 3 BRACE/ PL KG. \ i INSULATION TO BE INSTALLED NA ILS () °>/Iv" r -)IA. TAF-FER5 1116 0.�5 BUILT UP PLUJp. PUCK -- GUT HOLE Ni 0.5.5. FOR - ��..f - l.U/ 1 3/4" E(''I�EUr�i> 1�1T \ ARCH PANEL POLY -CELL IN TH15 AREA -2 x ? 45 DIAGONAL BRAGk l I _ SCRIBE (NOTCH) \\ AT EA. FACE OF ARCO UJ/ (3) - -(4) 5D5 I/4"xl-I/2" BACKSIDE TO FIT ARCH = (4) 10d NAILS INTO 2 x a -- l0d N1AIL5 AT EA. L:Np CONNECT UJ/ ad NAILS BRACE/ FLKG. 2 x 4 50LID F'LKG. (FULL WIDTH OF WALL) 5TWN. 055 I --(5) i/4"x2-1/4" TITEN5 INSTALL UlpUJ. 5CREIU ANCHOR � --PROVIDE TAPCUN WITHIN INTO ARCH PLKG. PER ARCH FACES UJ (4) l0d NAILS T-1RU 056 INTO 2 x 5 ^, A MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCUN PER UJDLU. INSTALLATION DETAILS OR THRU -GOND BEAM OR CAST 1-1/2" THK, OR MORE BUCK WITHIN O" MIN. OF 5TART CF ARCH _ IN PLACE SEAM �TAP�T OF 1ET T�....� e� `) D f- T A i l= T MAX. RAID. F1T.5. �ALE: N.T.j. 2 x o BUCK, CONNECT TON- - BLOCK WITH 1/411 x 3 1/4" TAPCUN N 1/4" i111N. EI IPE 1ENT INTO BLK.) p 5 I/4" MAX FILL 1st. 4 cou�SF� I .i 50L IP UJ/C-"ROUT _" I E3L0CK NEADFR 501_ID 5LKG, AT TOP PTUJN. ARCH i X 4 FU�iRIN� ---� ® F3LKG. 4 5UCK - ad NAILS @ 5" O.C. AT BUCK ? x a VERT. LU/ (2) 10d --�- - - - NAILS AT EA. END _ -- PROVIDE 2 x 8 DIAC;. BRACE - PROVIDE (2) MIN. 5TUJN. VERT. BRACES WHEN NGT\ - TAPCUN AT EA. OF BRACE EXCEEDS 24" _��_� 51DE BUCK - (1) LEAVE A CUT OUT IN 0.5.8. ON 4--- __ '��`� UJITHIN 4° MIN. of \ START OF ARC ovFf��ANc,'- 2 x A VERT. BF:AGE(S) -- _ THE INSIDE TO AL IOUJ Fol . INSULATION TO BE INSTALLED BUILT UP PLUJp. BUCK - - - \ 056 ARCH PANEI oCRIPE (NOTCH) \ � E BACKSIDE TO FIT ARCH 'rA T of ARC fA'1"i �(3EI`1 �lJ>�,1_L_Q ER."ANC-: E)ETAIL �N 3) CONNECT W1 ad NAILS -2 x 4 SOLID 5LKG. (FULL WIDTH OF FOR OVERH�A,N S IF5FTLUEEN 3/&S To 1 v2" WALLS) BTLUN. 055 ARCO FACES UJ/ (4) EQAL Equal 4I MAX. RAI).INSTALL LUDIU, SCREW�I -�---�' E: FOR TI-aAN 3/V - NO r? _. EPAIR FEQ'D ANCHOR INTO ARCH SLKG. 10d NAILS TNRU 05P INTO 2 x a ___ � NOTE: OVFRf-IAN,-5 LE� FOR OVERHANC.2S 5ETWEEN OVER 1 1/2' PER INSTALLATION DETAILS A} ..C" -I ]_-) E TAI L / <l CONTACT Ei lr5INFEr� Cii= F:EGGt?D FOR relFUR..TI-IER INSTRUC:TI<_">i 15. oG'ALE: N.T.'. \ DC7 / NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD GLA55 IF) LCCK INST ALLAIION PERF0P11EI IN ACCOh'DANGE UJITH FF?G. / FSC: FOR ADDITIONAL IF15TF,I.IGTION. 7 I _ I - r. '�a _. I r ALLOW �' ) 7 ( 4 �1 U ..�) INS � A . A _ ,INS � L .�_ EE I COAT �; � ) : I >N TO DRY I) AFTER F INA I 1 _ .TA SET A r I.OX. 2 C r<' L L r A) COVER .-BILI_ ARTA WITH A "-Ir=A t T � - r _ F A,�P�IALT FMUL _ I Ji 1. A_L _ LU J1L1L� C pr . I I NOIR TAR LEA5r 2 HOURS BEFORE PLACING MOF:TAR, GLASS BL.00I< PANEL AND JAIM5 ANI:) HEAD C:ON5TRUCTION. LEAVE '�F'ACE FOR SEALING:;. I45ONRY' UJALL. SEE PLAN FOR ........ 5) ADHERE EXPANSION STRIP5 TO J4M85 AND HEAD. MAKE CERTAIN EXr AN51ON STRIP J) Ar'PL'r SEALANT EVENL'r. 'TO THE FULL DEF, 1`11-11 of FEG'E55E5 IN ACCORDANCE 0I'H THE REINFORCING:. PROVIDE LOWER E%IvrINr. EXTENDS TO SIL L. MANUFACFURER'S APPLICATION MANUAL ANI:) IN51'RUCT1ON5. HOCKED DOWEL . E30ND BEAM. G) SET A FULL MORTAF: SEF) JOINT, APPLIED TO SILL . K) A MAXIMUil OF oo SQUARE FEET OF GLA56) BLOCK r'IA71 BE IN5TALLED 1N ANY OPENIN(3, I �-.-- a �� , „ S FOR UJINU s4-EI:.)5 UP TO 110 MPH3, PEI? PITT55LIh:G GOF'.N11NG RECol'I 1ENDATIONS FOR T D) SET LUCUEf. C�OI.IP,,.�E OF L,LGGK. h`IAINfAIN A L,NIFOi;I"1 ,JOINT LUIp'rN OF 3/�a" r LU5 Or�. MINUS INSTALLATION OF CYLA55 SLU��'h`'. _ L 1 ---- DRIL.L 3/4"X6" THIN, ! -TOLE I/5". ALL IMURTAP� JOINTS MUST 5E FLlL_L ANC) NOT FUF?F',OLUEJ. ALL h1o1?TAi� 51-41-1 BE II - LUJ.U.M. AT PERIMETER F_ SET BAR IN EPC>X'i' T'i PE "S" Oh "N" STEEL TOOLS I' NUI. BE USED To TAP 5LOGK5 INTO F`051TI0N. (PLACE EXPANSION STRIP fI _ IUHERE THIS CONDITION CTAP TO Pr -:EVENT LEAKAGE A RUF-.)E:, R GRUTC'H TIP ON ENI:) OF TROWEL TO TAPS ULOCr' INTO rD0 5i NUNJ [)O NOT , \ (1) "5 BAR5 CONT. 1- - REAIIGN, TAP, CP: UTI IEF'1U15E MUV_ rl )�r �iF'rER INITIAL 'LACEMENT. FOL, SOLID GLAS5 2C� ga, i=.! -,NEL OCCURS H r' TOP WITH MIN. 3" I % r SLOCK IT I-IA'T' BE NECE` SAi�.'Y TO UE�E UJEDGE5 IN THE MORTAR JOINTS OF THE LOWER / ! ---- ��C�' EMBEDDED INTO COURSES TO P''r?E`/EN"r THE rMUF'rAF' FROr1 E',EIN%':; "SG?UEEZED <_>I.1'r.-'1" P-XJAN )ION COYER -- I O -C(j ---- - O r EXISTING FOND DEAN E) INSTALL PANEL REINFORCINC7 IN EVEI�'i' OI'HEF? i'I0R.TAP BED NORIZCNTALLT AND IN JOINTS c� ea. PANEL I TOL r (2 i=E IMMEDIATELI- ABOVE AND I=,ELOIJJ ALL OI ENINC:sS WITHIN P=ANELS. (THE SAME 5PAC11NCr r EINFOF?C. INCx \NGNC)f?) ` � _ -x- -- .X- r- -r - 5 Lu i FILL CEI L FULL HEIGHT LU/ PANEL - n F-T--=-��-�-- __� u_ a NON 51-IRINiK GROUT. LIEU L AFF-IL`i- TO PANEL ANCkIOR5 WHI,=N USED AT JAMBS ANL I IEr D5 IN -IkU OF CHANNEL (EVER 'T- e � f) OR CHASE SURROUNDS.) RUN �EINFUF'GING CONTINUOU5L`T' FROM END 'TO ENT[) OF -DANIELS. \ _ / %' !11 [J_ LAP REINFOR 'ING:T NOT LE:,_, TNANI � IN.,HE5 UJHENE /EP,: IT IC) NECE,=J,)AR'i' TO USE MORE C)TI IEf? - � i %_---- r, I - �r r c �%� ! r CPANaION 5 F'Ir J' _C:C?LIF 7E) �% THAN ONE LENGTH. DO NOT E')RIDGE EXF-1AN5104 JOINTS UJITI-I REINFORC:INC,, INSTALL_ X IL• % ;y< <s + F?EINFORC:'.INC:; 45 FOLLOWS: r - u/-�1 XG' EMBEDDED INTO PIAC'E LC)UJEF? HALF OF MORTAR IN FSE[) JOINT. DO NOT FURROW. { �cALANT _-�_._ I �' r r ' PRE`�`=� PANEL REINFORC:INCr INTO PLACE. � '�{ip / EXISTINGFOCTINC•1 2-15X6' IN GONG. `, I 3 �. FILLED CELL •, -'� .-- o" i"11N. L_Ah �_�Pl-TGE - L "C GOvER PANEL F?EINFORGINC, WITH UFF-ER HALF OF iM0-'RI`AF'. BEF) AN[) TROWEL �/ /.. I e, r:EINFOr"�rCIN� �,, Z ®I �n L -DRILL 3/4"XGv' MIN, HOLE SHCO DO NU FUF'F�UIJJ.�I FIANE=L L -I- 1-11 r SFT FAR IN FPDX'r' ----- 1 F) PLACE FULL MORTAR BED FOF JOINTS NOT FIEOL-11F NG PANEL. RE INFO G, INC, - DO NOT� � I / - -- - -.(2) 15 REPAR. MIN. 3" FURROUJ. MAINTAIN UNIFF;M OJOINT LUIDTN. �/ j 16 MIN. L AI' / I� - COVER EA. WAY L G) SET 5UCCEEDINCT GOUP5E OF E5LOCK-5. 5F -ACE AT HEAP OF FDANEL AND JAMB5 MUST SFDLIC:E i REMAIN FREE OF MORTAR. � � tip NOTE:SEE r � _ _ . =-1" SAW CUT H) STRIhK� JOINTS 5r IOOTI I lL'I TILE MOF TAr 15 ;STILL PLASI IG AND UEFOFDE FINAL SFT. AT THIS �r � _...__ ._ � _ � TIME RAKE Our ALL 5PACE5 F?EQUIRINC: >EAL.ANI' '1'O A DEPTH EC QUAL TO THE WIDTH' OF THE �cALAN'r IN�TALL_A TION NOTES. <i SPACE=,. REMOVE 5URPLU5 IMOF'TAP? FR0I'1 FACES C)F 61-455 E1-0c.:KC; AND WIPE DRY.�' ' ' DETAIL / /� ,_. C SET, - ei !'�� Ij / �.".....^� f^ T f i I L _ _ r / \ TOOL JOINT=) SMOOTH AND CONCAVE, 5EFOPE MORTAR? TAKG.i FINAL SET, (REMOVE - L 4 - -�---- C, _ _ � f / - � EX15TIN(i FOOTING LUEDG,FS FROI`1 LOWER GUl1F'SE5 OF SOLA:) BLOCKS AND POINT THE VOI[.)S IUITrI IMOr'.TA'.J 3(110 mph FASTEST WIND = 130 mph, 3 SEC, 6U5T. FRG TABLE R3012.1.3)I(�N �� fi I'f a��) ��uNr�7-`fiI�N (110 rnoh FA5TE5 T WIND = 130 mph,.3 SEG. C`sU5T. FBC TABLE 160/6.1.6.1) � SCALE: N.T.S. SCALE: 3/4" = I'-0" F r F; 51L_ET A I L SCALE: N:r5. i ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengine ring.com CD C) >n U-1 0 Q V) ci 0.)' J CD '0 0. o N m 00 �( Q -uj_ QP 1 � 0 r.,- 00�E <a zw ro Lu a 0 V) Ll_1 cit W zl �O C/) i -- Q Lu z 0 In U Z 0- V) II TO THE BEST OF 111E ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS! COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLCMEN r), SECTION R301 FOR 120 MPH, 3 SEC. CEUSI', EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0. 18) WIND ZONE TH S DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SgALED. SIGNED AND SEALED FOR Ti P_ STRU 'TIJRAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN 4Y NOT BE REPRODUCED IPI APIY MANNER Wfi�10UT WRITTEN CONSENT FROM LENNAR CORPORATION. 201I -THESE DRAWINGS AND D[SIt,)NS ARE THE JOINT PROPERTY OF DAHSCO ENGINEERIPIG, LLC AND THE CLIENT ON THIS PROJECT. ANY REP ODUCHON OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTIQN 02.03-09 1.00 2007 FBC UPDATES P REVISED DETAILS C/53. CC/53 F.. K/S3 FOR W AI I OFF SF.T 2' FROM STEP 10-2009 1.01 REVISEDDETAIL KIK/.S3 08.31.10 1.02 GIa051ELL 10.19.10 1.03 LQUA1LDETAILFST VERSION NO. 1.031/10.19.10 CA 25948 SAMUEL A. G EENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 N IRWIN J. BENSON, P.E. #49758 [j MII��i@MMQ,N�, 1-107 . +� �, , • , fF�' • I• v 1 0 3T W s IN0.601 1 >a /()[V 11 t- O�Bg SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH ss 20" FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN I E s C 7 LF:_.. - _F = 1'-0.' HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.5.6,2007 EDITION) HANDRAIL DETAIL SCALE: N.T.S. D-\ I- 1 _ 1 1,1 - 1 2x4 SPF NOSING GLUED AMD NAILED MATCH NOSING ON �- OTHER TREADS = 3/4" RISER CUT TO FIT xv 1 MAINTAIN BETWEEN 4" AND 2" GAP TOP AND --\ BOTTOM, GLUED AND NAILED TO STRINGER I 2Y4 blockin /� I 2x12 TREAD GLUED AND NAILED f , 2x4 PT NOTCHED INTO Pr -2x8 SYP DRYWALL STOP MUST STRINGER AND "fAPCONEU NOT TOUGH STRINGERS INTO FLOOR WITH GLUE-- , AT STRINGER CONTACT 2x4 BLOCK IN KNEEWAL L FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER G FOR DRYWALL SPACING h"� SECTION VIEW SCALE: 2" = 1'-0" STRINGER MUST MAKE FUI CONTACT WITH LANDING �r I r•— i - l � I -- -2x SYP CUT TO FIT BEARS IN'WALL I 2x12 SYP - BEARS IN WALL i -2x6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 CUT ON BEVEL -- DOES NOT BEAR IN WALL GLUED TO `A—r 2x8 SECTION VIEW "A" SCALE: I"= V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING T-- 2x SYP CUT TO FIT I BEARS IN WALL zz'' 2x12 SYP BEAR / I - - IN WALL 2x6 SYP / 2x4 PT (iOTCHED INTO STRINGER i AND NAILED TO FLOOR WITH GLUE ' 2x4 CUT ON BEVEL - AT STRINGER CONTACT POINTS —ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN j" AND,!" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER 2x'12 SYP -- ---� STRINGER/ SCAB 2x4 GLUED AND NAILED (EACH NOT[:': HANDRAIL 5r1ALL. DE 42" AD\/. END OF TREAD H � 51DE) f0 BOTTOM EDGE OF 2x12 NIGT;ET __ STRINGER BLOCKING FOR '` 1x4 GLIJEU ArIU NAILED'f0 S (RINGER ,TRAP GLUED TO�_ '2x4 DRAFT RISER AND TREAD % STOP � _0-0/z/f ---- �rR/ v \ �. _��2x8 SYP DRYWALL "TOP MUST _ _ ..__.___.....__..._...__._..,. \ NOT TOUCH STRINGERS �7/_z /-�/- -L-2x4 BLOCKING FOR 2x1'2 _ i I % 1 2x4 PT UNDER 2x12 - i .`... % l FOR STRAP (SIMPSON TAZ15) BEHIND RISER ATTACH ALL COMPONENTS OF STAIR TO CONC. 1A// 4" X 9 n" TAPCONS @ MAX. 32" O.C. SECTIOIKI'VIEW "B" - SCALE: 1" =V-0" ALION THiS S'fUD WITH FACE OF 2nd RISER DOES NOT BEAR III WALL 0"CTIO 142 "U" SECTION VIEW "E" SCALE: 1"= V-0" --STRINGER -2x4 GLUED ^\X/ AND NAILED _- SECTION SCALE: I"= 1' 0'. -- - - SCALE: h =1.4)., \ I / L --'-PROVIDE MOISTURE % I PROTECTION j \, Z ATTACH ALL COMPONENTS LOF STAIR TO CONC. W/ 1" X 2 ti" TAPCONS @ MAX. 32" O.G. --1x4 GLUED AND -- - --------- -- / / NAILED TO STRINGER / l f SCALE: 1 ' = V-011 -TOP OF TREAD - - / STRINGER - 1x4 GLUED AND NAILED TO STRINGER / CONN. TO BO -TT' 2x4 DRAFT- = OF NEWEL POS1 STOP -- - `— - PER CONTRACT 2x8 SYP DRYWALL STOP T MUST NOT TOUCH \ STRINGERS --- 1 (y) I --2x4 BLOCKING FOP 2x12 2x4 PT UNDER 2x12 '--FLOOR GIRDER .-- _ PROVIDE SOLID BLOCKING 2X4 CUT ON ORI d x 16" VL BEI_OWALL NEWEL POST BEVEL GLUED - FROM JOIST TO JOIST. USE AND NAILED'f0 2 X 12 BLOCKS, GLLIEU AND LVL NAILED TO JOIST. K I# i- i A jr- 7 rIlk t--& r1. _T_ NOTE: -� THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. OFF.F I CIKIEI1-}7A 1 E I ---- -- ----NTS E TI VIEW "G" L � -- _ - - _ SCALE: 1" =V-0" SCALE. I" =V-0" 2X4 CUT ON BEVEL GLUED AND NAILED T LVL DRYWALL JOINT (DRYWALL TO COVER JOISTS) --2X4 STUD NAILED AND GLUED TO TOP PLATE :- - - -, - -2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW / -FLOOR G.T. OR DRYWALL JOINT / 16 3/4x" LVL ' / (DRYWALL TO COVER JOISTS) _L POST LET INTO 3LOCK /IDE :KING. -2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOP. TRUSSES 2X6GAP 1/2" DRYHAL L 2 X 4 FRAME HALL HALF NALL DETAIL NOOU PIGKET5 5PAGED @ 4" G/G e: UAFDZ�'i1-5 SHALL DF AD)GUATE IN STRENGTH, DURAe)IL.ITY AND ATTAri-IFD A5 DESCRIF+EU IN SEGTION 831.2.2, FRG 2007 OFO TIONAI = PIC,<ET 0ETA I_E / GUARDAND HANDRAIL. NOTES _..- _ --T ----- / --- . u N -3/4 PLYWOOD - jj I _ _ I 3/4 PLYWOOD �I� ---- t �1 SYP - ON DECK ij'/ - - ON DECK �iiiiiii ' iiiiiii'/EI'' BEAM _ -- -- e->4 *R>12.2 GUARD OFENINO LIMITATIONS. ' - BEARING \ _ I_ _�i- • • : , , , IN WALT_ RE( ED OUARP5 ON OPEN AIDES OF 5TAIRW,�YS, RAISED F' OC'7R -=1x8 SYP GLUED / I -2x8 SYP GLUED �iiiiii� i��i�irJ I - 2x8 AREAS, BALC:ON1Ff5 AND FOR(HES SHALL. HAVE INTERMEDIATE RAIL r` - AND NAILED TO -_ �I ,/% AND NAILED TO / /f/ /////_ll,- SYP OR ORNAM= N AL GLO51JRES WHI. I-1 DO NOT ALLOW r A1.:72 �A_7E OF A FRAMING 1 2x4 SYP I FRAMING GLUEE �,, \ BLOCKI I V / AND 51'HEI.E � _} IN HE:5 (IcD✓2 rnrn) OR MOF E IN DIAMETEP.. - 2x4 DRAFT 2x12 FOR 2x4 DRAFT STOP TREAD STRAP/ STOP NAILS EXGEF'TIONU: GLUED - I - - .... TO I. THE TRIANEULAR OFEiNINOS FORMED D -r THE RISER, TREAD AND AND r~ - FRAMI d BOTTO1 1 FAIL. 01- A :)ARD AT THE OFFEN 510E OF A STAIRWAY ARE /;/ PEF?MITTCL� '1O B} 4�}` SUGH SIDE THAT A SF' IC 2E �� INGr1E5 (15? rnrn) NAILED—, k' L CANNOT 1FA55 THF?.OUGH, I 2x4 BLOCKING-'�O. F ENI D5 ON THE SIDES OF STAIR TREADS - � ��' I �O-5 FOUR ]REQUIRED OUAR 1 _ 514AI_L NOT ALLO�,I A 5FHERE 4-5/a INCHES (IOi rnrn) TO PASS 2x� - THROUGH. DR/\Fl -I UP ��__�� 1 _�_ _.._._.-__ __ _- _-----.-.--_---_-._._ _ _ HANDF"kILS FOi? STAIRV\IAYS SHALL B (ONTINlJOUS FOR THE: FULL. 2x4 PT NOTCHED INTO r ` '`�------- - ,moi -_ - - - - -- L ENOTH OF THE FL IOHT, FROM A FOINT L`�IREGTL"r' ADOVE THE TOP 1x8 SYP DRYWALL STOP MUST STRINGER ANDTAPCONEU .' � NOTE: 2x8 I R.15ER OF THE FLIGHT TO A POINT DIFE(-,TL_Y ABO/E LOWEST RIS}ER NOT TOUCH STRINGERS I1\TTG FLOOR WITH GLUE--'' DRYWALL STOP_ VIEW OF THE: F=LIGHT. HANDRAIL_ ENDS SHALL DE RETURNED OR SHALL AT STRINGER CONTACT—1r4'GLUED AND NAILED TO STRINGER NOT SHOWN y TERMINATE IN NEWEL. F0575 O'' >FAFE�TY TERMINALS AS FER. FRC. POINTS , FOR DRYWALL SPACING F-- --- `• -------_---------- ?-007 F,,.�-• >II.5.Fi.? . . SCALE: 21" = 1'-0' - %4 HANDRAIL SIZE SHOULD BE IN GONFOFRMAN(E WITH F"RG 200-1 C T I O N V -1 -EW _ ,_ _ � � TA .15115.6.:3 ;� ALL OTHERS RS PAfRTS OF 51 -AIT? =SHOULD BE IN GONPURMAN(E WITH < FI?( 200 RFII.� SCALE: 2' - 1'-0" (IF 11X17 REDUCE •SCALE .D) �CA�E: AS P10TED i SCALE: I"= V-0" FILLER STRIPS ADDED -" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING' 1. 813.645.9698 www.danscoengineering.com 1 2x SYP CUT TO FIT Ln BEARS IN WALL v -----------2x12 SYP a�� M BEARS IN WALL BULLN0%S)-E DETAIL SCALE: 1"= V-0" --STRINGER -2x4 GLUED ^\X/ AND NAILED _- SECTION SCALE: I"= 1' 0'. -- - - SCALE: h =1.4)., \ I / L --'-PROVIDE MOISTURE % I PROTECTION j \, Z ATTACH ALL COMPONENTS LOF STAIR TO CONC. W/ 1" X 2 ti" TAPCONS @ MAX. 32" O.G. --1x4 GLUED AND -- - --------- -- / / NAILED TO STRINGER / l f SCALE: 1 ' = V-011 -TOP OF TREAD - - / STRINGER - 1x4 GLUED AND NAILED TO STRINGER / CONN. TO BO -TT' 2x4 DRAFT- = OF NEWEL POS1 STOP -- - `— - PER CONTRACT 2x8 SYP DRYWALL STOP T MUST NOT TOUCH \ STRINGERS --- 1 (y) I --2x4 BLOCKING FOP 2x12 2x4 PT UNDER 2x12 '--FLOOR GIRDER .-- _ PROVIDE SOLID BLOCKING 2X4 CUT ON ORI d x 16" VL BEI_OWALL NEWEL POST BEVEL GLUED - FROM JOIST TO JOIST. USE AND NAILED'f0 2 X 12 BLOCKS, GLLIEU AND LVL NAILED TO JOIST. K I# i- i A jr- 7 rIlk t--& r1. _T_ NOTE: -� THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. OFF.F I CIKIEI1-}7A 1 E I ---- -- ----NTS E TI VIEW "G" L � -- _ - - _ SCALE: 1" =V-0" SCALE. I" =V-0" 2X4 CUT ON BEVEL GLUED AND NAILED T LVL DRYWALL JOINT (DRYWALL TO COVER JOISTS) --2X4 STUD NAILED AND GLUED TO TOP PLATE :- - - -, - -2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW / -FLOOR G.T. OR DRYWALL JOINT / 16 3/4x" LVL ' / (DRYWALL TO COVER JOISTS) _L POST LET INTO 3LOCK /IDE :KING. -2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOP. TRUSSES 2X6GAP 1/2" DRYHAL L 2 X 4 FRAME HALL HALF NALL DETAIL NOOU PIGKET5 5PAGED @ 4" G/G e: UAFDZ�'i1-5 SHALL DF AD)GUATE IN STRENGTH, DURAe)IL.ITY AND ATTAri-IFD A5 DESCRIF+EU IN SEGTION 831.2.2, FRG 2007 OFO TIONAI = PIC,<ET 0ETA I_E / GUARDAND HANDRAIL. NOTES _..- _ --T ----- / --- . u N -3/4 PLYWOOD - jj I _ _ I 3/4 PLYWOOD �I� ---- t �1 SYP - ON DECK ij'/ - - ON DECK �iiiiiii ' iiiiiii'/EI'' BEAM _ -- -- e->4 *R>12.2 GUARD OFENINO LIMITATIONS. ' - BEARING \ _ I_ _�i- • • : , , , IN WALT_ RE( ED OUARP5 ON OPEN AIDES OF 5TAIRW,�YS, RAISED F' OC'7R -=1x8 SYP GLUED / I -2x8 SYP GLUED �iiiiii� i��i�irJ I - 2x8 AREAS, BALC:ON1Ff5 AND FOR(HES SHALL. HAVE INTERMEDIATE RAIL r` - AND NAILED TO -_ �I ,/% AND NAILED TO / /f/ /////_ll,- SYP OR ORNAM= N AL GLO51JRES WHI. I-1 DO NOT ALLOW r A1.:72 �A_7E OF A FRAMING 1 2x4 SYP I FRAMING GLUEE �,, \ BLOCKI I V / AND 51'HEI.E � _} IN HE:5 (IcD✓2 rnrn) OR MOF E IN DIAMETEP.. - 2x4 DRAFT 2x12 FOR 2x4 DRAFT STOP TREAD STRAP/ STOP NAILS EXGEF'TIONU: GLUED - I - - .... TO I. THE TRIANEULAR OFEiNINOS FORMED D -r THE RISER, TREAD AND AND r~ - FRAMI d BOTTO1 1 FAIL. 01- A :)ARD AT THE OFFEN 510E OF A STAIRWAY ARE /;/ PEF?MITTCL� '1O B} 4�}` SUGH SIDE THAT A SF' IC 2E �� INGr1E5 (15? rnrn) NAILED—, k' L CANNOT 1FA55 THF?.OUGH, I 2x4 BLOCKING-'�O. F ENI D5 ON THE SIDES OF STAIR TREADS - � ��' I �O-5 FOUR ]REQUIRED OUAR 1 _ 514AI_L NOT ALLO�,I A 5FHERE 4-5/a INCHES (IOi rnrn) TO PASS 2x� - THROUGH. DR/\Fl -I UP ��__�� 1 _�_ _.._._.-__ __ _- _-----.-.--_---_-._._ _ _ HANDF"kILS FOi? STAIRV\IAYS SHALL B (ONTINlJOUS FOR THE: FULL. 2x4 PT NOTCHED INTO r ` '`�------- - ,moi -_ - - - - -- L ENOTH OF THE FL IOHT, FROM A FOINT L`�IREGTL"r' ADOVE THE TOP 1x8 SYP DRYWALL STOP MUST STRINGER ANDTAPCONEU .' � NOTE: 2x8 I R.15ER OF THE FLIGHT TO A POINT DIFE(-,TL_Y ABO/E LOWEST RIS}ER NOT TOUCH STRINGERS I1\TTG FLOOR WITH GLUE--'' DRYWALL STOP_ VIEW OF THE: F=LIGHT. HANDRAIL_ ENDS SHALL DE RETURNED OR SHALL AT STRINGER CONTACT—1r4'GLUED AND NAILED TO STRINGER NOT SHOWN y TERMINATE IN NEWEL. F0575 O'' >FAFE�TY TERMINALS AS FER. FRC. POINTS , FOR DRYWALL SPACING F-- --- `• -------_---------- ?-007 F,,.�-• >II.5.Fi.? . . SCALE: 21" = 1'-0' - %4 HANDRAIL SIZE SHOULD BE IN GONFOFRMAN(E WITH F"RG 200-1 C T I O N V -1 -EW _ ,_ _ � � TA .15115.6.:3 ;� ALL OTHERS RS PAfRTS OF 51 -AIT? =SHOULD BE IN GONPURMAN(E WITH < FI?( 200 RFII.� SCALE: 2' - 1'-0" (IF 11X17 REDUCE •SCALE .D) �CA�E: AS P10TED i LiANSCO ENGINEERING, LLC P.O. BOX 3400 ' Apollo Beach, Florida 33572 p. 813.645.0166 1. 813.645.9698 www.danscoengineering.com 3 o 0 Ln w 0 o Q j rn a�� M 0 QO �Qcol Q !-- a w Z E Lu W a kD Imo-' _ w - m Z O Lu Z Q O I z EL TO HIE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL I'LANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 TAPH, 3 SEC. GUS], EXPOSURE "C" ENCLOSED (INTERNAL PRE�SURE COEFFICIENT =±0.78) WIND ZONE THIS DRAWING AND DESIGN IS VAL1U f OR 12 MONTHS AFTER THE DATE IT 13 SIGNED AND SEA4ED. SIGNED AND SEALED FOR THE SIRUC[rRAL PORTION OF IHIS DRAWING ONLY. 20]1 LENNAR CORP: THIS PLAN MA NOT BE - REPRODUCED IN ANY MANNER- WITHOUT WRINEN CONSENT FROM LENNAR CORPORATIPN. 2011 -THESE DRAWINGS AND UESIONIS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON IRIS PROJECT. ANY REPROPUCIION OR UNAUTHORIZED USE IS PROHIBITED.� / �j RE Y SON: DATE DESCRIPTION 02-03-09 1.00 S00/ FDC, UI'UAI LSi4 kLVISLD DF AILSC.'/S3 CC/S3& C/S3 1C/S3 FOP WALL UFF SFT V' FROM STEP 10-20-09 IV RLVISLUULIAIL K/�3 - 08.31. I U 1.02 Gr40 Sf EEL 10..19.10 1.03 UPDATE DETAIL K/Sit i VERSION NO. 1.03 /�( 191) 0 CA 25948 E] SAMUEL A. GREENBERG, P.E. #34245 Lr TI IUY f I. HUYNH, P.E. 060122 IRWIN J. BENSON, P.E. #49758 ❑ MIKE RICHMOND, P.E. PW,6' ..... �a&� ••. Y ,\jG fpr•Wto ♦<q ` { y °V0 '.2 � � • r 441 s 4 5 TITLE: STAIRIDETAILS I STET INFORMATION: JOB NO.: 290128 1 DATE ISSUED: 02,03.09 DRAWN BY: DZ REVIEWED BY: I TH �STAI I LO r— I G FI IT -g "". ;;;� . '11! 'g, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. \/\/e recornnlend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. ABU44 category/Subcategory 1. EXTERIOR DOORS Manufacturer Product Description Approval Number(s) -rest Pressures - A. SWINGING Plastpro Inc./ Nanya Plastics ,Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf Hurricane Tie 0O ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf RT16 FLo6.,F -R3 _. ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/--47..0_E4_ B. SLIDING Fla. Extruders (Milestone) Series 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) 1`1_5675-R3 +30.0/-32.0 psf FL10441 Holddown Clopay Building Products Residential WindCode Doors W5 '16X7) FL5675-R3 +30.0/-30.0 psf Embedded Truss Anchor (used in wind speeds over 120 nyJi,) Clopay BuildingProducts : Residential WindCode Doors ., JV6 (W) FL5675-R3 +37.0/-41.0 psf HTA20 (usudinwindspeeds over 120nr)b) Clopay Building Products Residential WindCode Doors W6 (16X7) FL5675-R3 '►'37.01-37A psf_ THDH210-2 FL821-R1 Amarr Garage Doors Model#500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf Y� HSUR/L410 Amarr Garage Doors Model #500 Classica (16x7) FL5427-R2 '+'38.4/-43.7 psf IITS16�- FL10456 � Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf FL10456 Heavy Truss Strap Amarr Garage Doors iModel #600 Stratford (16x7) FL5302-R1 +38.4/-43_7 psf D. OTHER FL821-R1 HTT22 FL11496 _ HD/Tension Tie HTT22 FL821-R1 HUS410 FL'10531 Joist Hanger HUS410 2. WINDOWS FL'I0531 Joist Hanger HUS412 FL821-R1 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH Std -Sill FL9262-R2 +45.0/-45,0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series '1000 Horizontal Slider FL9236-R2 +45.01-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45,0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 F E5700/5701 /5702/5703/5704/5705/5 717 FL3136-R3 N/A ^_ E. OTHER FL10447 Slopable/Skewable Hanger _ LSTA12 FL10852 Strap Tie LSTA12. FL816-RI LSTA18 3. PANEL WALL LSTA18 ---- FL.816-R1 v LSTA30 LSTA36 FIA 0852 FL10852 A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 _ +70.0/-70.0 psf C. OTH ER FL10456 Twist Strap LTUV18 FL820-R2 LTS20 FL10456 Twist Strap L.TVV20 FL820-R2 L •fT19 4. ROOFING PRODUCTS LTS'l9 FL822-R1 LTT20F3 FL11496 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 Y N/A B. UNDERLAYMENTS _ LUS414 FL10655 Joist Hanger ~ JUS414 C. ROOFING FASTENERS FL1.0865 Masonry Beam Hanger _ - NFM3_5X1178U FL5'1 8-R2 -� D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A FL1470 1 Medium Girder Tiedown Florida Metal Products, Inc Vent RV10 FL2075-R4 NIA E. ROOFING TILES FL822-R1 _-� FL10852 Strap Tie F. ROOF TILE ADHESIVE �MSTAM36 YS1 _ M I 2 FL_11473 FL'i 0456 _ Strap Tie for Masonry - p --- y -r S Twist Strap MTw12 G. OTHER FL'1U456 _ MTVV16 F L820 -2R r Mfa18 FL10456 Twist Strap � MTVV18 _ _ --- FL820-R2 rMTS20 5. SHUTTERS MTI/V20_ FL820--R2 _ NITS30 F1_1 U456 A. STORM PANELS Metal Tech, Inc Galva els Galvanized Steel Storm Pan FL722-R2 +•103.0/-'103.0 psf _ MTS27B FL.822-R1 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf FL816-R1 SP1� FL104 66 Stud Plate Tie ISPT22 FL817-R1 6. STRUCTURAL Stud Plate Tie SPT24 _ FL8-17-R1 SP4 FL10456 S SPT4 FL821-_R_'l _ U24v ET - CID TitenFL2355-R3 FIA 0655 FL11506 - -COMPONENTS A. WOOD CONNECTORS/ C ORS AN H Simpson Strong -Tie USP Structural Conn. see chart see chart B. C. - TRUSS PLATES ENGINEERED LUMBER MiTek Industries, Inc. _ Boise Eng. Wood Prod. Truss Plates � Versa-LarnSP.... FL2197 R3 FL1644-R2 I N/A NIA_ Boise Eng. Wood Prod. Wood I -Joists ALLJOIST _ FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) Wekiwa CP LOtt's CP High Strength Concrete Lintels Pre -cast and Pre -Stressed Lintels Lintel FL158-R3 FL1418-R2 FL'l2045 - N/A N/A N/A ^� NIA N/A Commercial CP lPrecast & Prestressed Engineered Conc. Lintels Powers Steel, Inc. 1POwer Box Lintels FL1774-R2 FL6264-R1 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, thefollowing information must be available to the inspectors 7ctor on theJobsi te 1)coPYof the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, l understand these products may have to be removed if approval cannot be demonstrated during inspection. In s APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Florida Product moat lumbers t Florida Product Florida Procluc. oduc USP Product Si=Numberapproval Product Description Approval Number Number Number A34 FL10446 Framing Anchor MP34 FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852_ Coil Strap Tie R3300 ^_ FL822-Rl _ H3� FL10456 Hurricane Tie 0O 3773 State Road H10 FL'10456 Hurricane Tie RT16 FLo6.,F -R3 _. _ _ 1-12.5 _ FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane `fie LFTA6_ FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 _ HDQ8-SD33 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210--2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473Embedded Truss Anchor _ stdds niusi have nails in thern and all mils must. be, in studs. Y� HSUR/L410 FL10655 _ Heavy Skewed U Hanger lockfng the buftern tj,,er the tWsling.l Ii there are any questiglls about this report, or if anything additional is requited, please IITS16�- FL10456 � Heavy Truss Strap HTVV16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT'16 1=1 . _11496 - H©/Tension Tie H fT16 FL821-R1 HTT22 FL11496 _ HD/Tension Tie HTT22 FL821-R1 HUS410 FL'10531 Joist Hanger HUS410 FL821-R1 HUS412 FL'I0531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 _ FL10655 Joist Hanger ITT IUT FL10667 FL10531 TF I -Joist Hanger I -Joist Hanger THO THF FL815-R1 -� FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 L SSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-P,1 M L-SSU28 FL10447 Slopable/Skewable Hanger _ LSTA12 FL10852 Strap Tie LSTA12. FL816-RI LSTA18 FL10852 Strap Tie LSTA18 ---- FL.816-R1 v LSTA30 LSTA36 FIA 0852 FL10852 Strap Tie Strap Tie LSTA30 LSTA36 FL816-R1 FL816-R1 LTS12 FL10456 _ Twist Strap LTVV12 FL820-R2 -_ LTS16 FL10456 Twist Strap LTVV16 _ FL820-R2 LTS18 FL10456 Twist Strap LTUV18 FL820-R2 LTS20 FL10456 Twist Strap L.TVV20 FL820-R2 L •fT19 FL11496 Tension Tie LTS'l9 FL822-R1 LTT20F3 FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS 2 6 FL821-R1 _ LUS414 FL10655 Joist Hanger ~ JUS414 FL821-R1 MBHA3.56/11.88 FL1.0865 Masonry Beam Hanger _ - NFM3_5X1178U FL5'1 8-R2 -� META22 FL11473 Embedded Truss Anchor -- HTA24-18FL_859-R1 MGT FL1470 1 Medium Girder Tiedown MUGT-15 FL119.10 MST48 FL108_52 IStrap Tie KST248 � FL822-R1 _ MST60- FL10852 Strap Tie KST260 FL822-R'1 �MSTAM36 YS1 _ M I 2 FL_11473 FL'i 0456 _ Strap Tie for Masonry - p --- y -r S Twist Strap MTw12 FL820-R2� _ _ MTS16 FL'1U456 Twist Strap p MTVV16 F L820 -2R r Mfa18 FL10456 Twist Strap � MTVV18 _ _ --- FL820-R2 rMTS20 FL10456 Twist Strap MTI/V20_ FL820--R2 _ NITS30 F1_1 U456 Twist Strap MTVV30 �^ FL820-R2 Tension Tie MTS27B FL.822-R1 PA51 _ FL11476 Foundation Strap TA51 FL816-R1 SP1� FL104 66 Stud Plate Tie ISPT22 FL817-R1 SV2___ FL10456 Stud Plate Tie SPT24 _ FL8-17-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-_R_'l _ U24v ET - CID TitenFL2355-R3 FIA 0655 FL11506 - _ Face Mount Joist Hanger Epoxy Titen Anchor - I 717-f916.3747 - • Fax 717.845.0355 Installing soffit and fascia Pleaso note: Minvuyflvinyl suffit's are manufactured wiW t!w saint, exacting standards as all vinyl products; Uv Inhibitors are net addoad to tile'Jnyl formulaJon __- -- as acfGL; if e not exposed to direct sunaahL For u1i5 reason, vertical Cr hori<ontal installat on of soffits on walls is not recommuldcd and cannot be yuaranleed, fascia�, i}tuoirwrm Installing trim] - Option A favJe�gr Winen fascia is appicd wihout exposed nailing. With opT:n emu: Secure F -channel to Utu oalelfor of the fascia with the top ley Ce P `P ... . _..... testinga ainsf Uta butlolrt.of Ute board..,.uue F -channel un wall torsi mUt lL, � •' f " 9 F -channel on the fascia. Will. n With closed ea'.e: Use a J -channel in place of the F -channel at the wall. Secure all OpconA chanucls every 12' Ort center, in center of nail slots. -- 4scla Installing trim - Option B ; When soffil onlyIs applied, or when fascia mel is secured to underside °� y • PP Pi I franc, of trout fa.,,ld. With 0,,an eave::;ccure F -channel to life wall and to the inside of Iho r;cia board, level with each other. Cut out back of dlannel to 6t around rafters, if needed. Willi closed eave: Substitute J-channol; for the P -channels. icUnrdi mid' Secure all channels in the center of the nail slots, 12" on center. Cpfion B Installing soffit 1. Measure lite dlshnce between the inside of the inside and outside toms. Aloty 1/4 Fel tI du for expunsion and cul the panels to,ength. lmod panols Into trim,. Fur naves over 18" n wiillh, gnu mil need to Install iulennediate nailing supportsr�'-"-p �- ��„ to keep the solit frein sagUing y Y= r 2. Inicr!ock panels as you would vertical siding. Closed soffit can be seculedevery j v 12" on center. r'- 3. 3. tPJhen fascia panel N not bcing_opplied, u:;e an F -channel cr J -channel at corners Diagonal trim use - of the ovodfary to properly finish the inslallaton, ;.1"Jhell soifts meet at a comer, the joint each either be diagonal (mitered) or square (both illustrated). (loth methods are made with J -channel or H -channel. ; ?✓ � ab �� .-•�;;�°-^ �..-"~`''-- '".ire G. f A ,t 4 .v+t ... Straight lien use J Gi,'Alry; NCn�ri+uf ' �)r 2e ICC -ISS Evaluation Report EBR -1.495 Relssued lvovembor 1, 2008 Tors report is subject to to -examination in Jwo yours. wtivw.Icl -g 9rcA 1 (400) 423-6537 1 (562) 699-0543 ✓t Subsidiary of tiro International Corte Courfcila DIVISION: 07 -THERMAL AND MOISTURE PRO GEC-rION Section: 07400- Sidling REPORT HOLUER: KA`JCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (602) 040-7010 ww A_.%ayf; n,r,2m EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following ceded: c 2008 International building Code" (IBC). 2000 Jnfernalional Ras, erlJaJ Ccdo" (MG) a 1997 L4nilornr Building Code,- (UUC) v BOCM Plationat building Ciodo'1999 (UNBC) n 1999 standard BuildirxJ Code" (SBC) Propertiesevaluated: u aI Exterior veneer Wind hesistancu 2.0 USES r �-n PV I r r d u an a„t.no von ur and as t:a•va L udm a ts. a u ! J closure malurlal on the undoisida of exiur'or root eaves (soffits). 3.0 UESCRIP-NON Siding I Ln i; horizontal arid vertical la shdin and Kaycan VC ., ( 9 P 0 soffits manufactured from rigid polyvinyl chloride (PVC) confonti nu to the royuimmr:nls of ASTM D 31319. fhe sidiny Is used as on oxter'or wuli covering over solid choathing and as soffit. Thesiding has a plain- or •mood -grain texture and Is available in various colons with matching trim, comers, and starter strips. The panels are a minimufin of 0.040 inch (1 mm) thick. Lu rgtlis mngo from 10 to 12.5 feel (3048 to 31310 nun). Panels are refined with an upper edge having Par! slots and it lower edge that hooks into the upper edge of the lower course. The siding is produced in different profiles as described fn Tablo 1 of this report. 4.0 INSTALLATION 4.1 Cultural; Installation of the siding, including the panels, cornois, starter strips, trim and other accessory items, shall be in accordance ur-Publishedliinslanatieninshuclicns the wiU1 the, ranuiaclurcl's applicable code and this report. In lite event of a conflict nstalla ionins rue'no is butwuun lhu manufutturei s ubnst a 1 t .t P and Uds report, thlc report shall govcnh. A cvpy of tiro mantdacturer's published installation Instruction; shall be un life ]obulte at all lirnes during Installation. Solid sheathing and a wator-resis(i barrier shall be provided 'behind lila siding, as required by file applicable code. The allowable wind loads are as noted In Oil)proscriptive m requireents of the applicablo code. See Section 4.2 for applications in excess of the pre.a:nptve requirements or where the uppleable code does not provide prescriptive requhamunts. 4.2 WindResistace: Design wind pressures must be determined in aceodanw with Citaptur 16 of Via IBC, SDC, UDC of UNLIC of Section 301.2.1.1 of the IRC. hr areas whcroUw basic'.v nit sFvvd (3 - second gust (10 not exceed 100 mph (45 IVs) trio tulles per hour (36 m/s) (fastest mile) under the UBC], and the building PP P less : Gr cal LU 4U i,.t 12 1J2 Inlnl Irl height Is es than or a ( ) Exposure C areas, Installatell nest comply with- the prescripUvu requtemanls of IBL Section 1405.13, BNBC - n - r LIF1 : Section 1405 Section 1406.3.3, SBC Section 4v 103 9 u as applicutio. In otfor<ihJ tile RL tIt halhon nwvh tom i Y with the prescriptive requirements of IRCC Section R703.4 for amus whorl lhs basic: wind spend (3 -second gueQ Is leo; than 110 mph (40 11115) In Expusulo B, and does not axuecd 00 mph (40 m/s) in Exposuru C or 65 mph (31 in/,) In Exposure D. Fur app:icalion5 in excess of lho proal iptivo nnquif errmnts, the design must be In accordance: with IRC Section 8301.2.1.1. Foroppleativns in cxcc5s of the prescriptive requiromonts, the Kaycan PVC Sidir l has an allowable nogalive wind load of 70 psf (3352 Pa) 144 psf (2 My Pa) under the UBC] when attached to a r- ode -complying, nninialum 'ala lncft-thick (10 min), stuclural-raled CSB ahoathing. Thesiding shall be attached vdth 19, -inch -long (38 man),'/a inch d!ameter-head (10 min), V, -inch -diameter -shank (3 film), conosibn-resistant cooling fruits spaced 0 hiche5 (172 nim) on censer. The structural sheathing and framing to whlch the siding is attached are outside the so)pe of this open. ICr'ESE r gq.a lx cv,.o„d' 1' 1 b alAalcs ar nny mLn attrPo drs mat;pin/'crllyu &L anrq nor,rx:Ary to Lr cwu:nud C - f ✓r L, (�l„o,eµ,N ora' - f ( f rat nuc. lfree is rte =anru JLy 1eC'Err.::,nrrort 8cnr.> h+r., riyser, ,rr:r•,d,:,(av fuayfadngw !raw lv'InMir 11Fw; or ar to my pnxf,,cl<mucd Ly d,artNwl -� z,Yauc, „"• Copyright 0 2000 F.U. 1 .12 Installing soffit- and fascia Installing fascia 1. In. 0 an undusill'•nin at the lop of the fascla board rs r 1 N rt Ir r Ila bottomof he F-chanuet t f it n otll him 2 Measure dh ar .0 f nn 1 boUo � l 40 the top o l , u Le. , and then subtract 1/4' far oleo, coca. Cut panel (o vnddl. 3. Patriot alit, U'e cut edge using :n.rp Iakpunch ap;:leximatoly eveiy II', ensuring Ute 'tabs' face ouiward. 4. Hook the leg of the fa,,da panel over Uta F•channal, and snap lite labs into the undersi I lr.m. if soffit is not bdnU installed, hook thu fascia directly over the fascia board. An alternative to snap -lack punch attachment 13 tOr slldo the top of the fascia behind metal drip -edge. Overlapping fascia 1.Overlap fascia by cutting tna botlonn edge of the underlaying panel, leaving a 1 112" tab to be inserted into overlapping panel. 2.Ovor!ap 3/4` (half the distance of the notch), Fascia Installation mien Fascia overlapping '= 'offalm [fir, "1 HR F-ngineering, inc. To make corner caps, cut a plow of vinyi 1413 E, Markrat St., suite B 5.0 CONDITIONS OF U$2 York, P✓1-17403 > 21 January 2009 U Nick Tlieunpson, Product Maragar- Sidin; & 1v &AIS 1, L, ' fAank the vehticat teu.ulnne on Uta L•eck Associated Materials, LLC 0O 3773 State Road O Cuyahoga Fillis, C)h10 4-4223 5.1 Tho sldlug isIimituU.ly Instal atioits on buildings of rypo RF': Florida Evaluation, Coventry Vinyl Siding, F'SC 2007 45' ansl, on ehher lido. Dear prlr. Thornpsonf n Phe following cls ociated ib[aterials vinyl sidutg product; Coventry has been tested and by the IRC, as applicable, analyzed m conformance with ASTM D 3679-05 4J required by Florida Building Code r _'007, paragraphs 1104.9 and 1405,13, plus Florida Residantiol Cud.: 2007, paragraph racking loads with approvod materials in accordance 703.11 Structural testing to ASTftil I) 5206, as required by ASTM D 3679, was done at a(a)0 311" Architectural 'i'esLing, Inc. and is reported in 77945.01-109-40 and 82537,01.109-40. (jp 'Testing was done for Alside, Int,., which is owned by As ociac d Nlawrials, LLC, r^ - Coventry vinyl siding is produced in 5 configurations, Double_ 5", Double, 5" Dulchlop, �, I fig' '(} Double 4", Double 4" DUcchlap, and 'Triple 3 all with a thickness of 0:0,2" A LD strengthening feature of this product is that ithaw a rolled edge nail ham", which furans a 0 double thickness at the nail here cdge. Preva �� I Inuvo,performed a combination of rational and comparative analyses on this product, '- which includes the mandatgYy cequiieuients of Annex A1,2.1 in ASTM D 3679 E hnstallAliou lnwt be over 518" mininnuln nailable: shetlthfng or Iia" ,nininvi nr plywood. ----- .. _-. Y3 .rI-�ic > lnstall&_tlunfasteners inusL be roofing nails with 318" dianletei head, 1/8" diallIPLer shank, T2'- U' and it nliillrrluin length of 1-SiI!". The allowable design wind promit'e.s for all 5 a configKatiODa ilnaud•,ne Double 5", Double, 5" Ltutchlap, Double 4", Double. 4" corner cap mak! nysure that Jabs Dutchlop, and Triple 3" bre +•/-173 psf for 8" stud spacing, 4,115.3 psf for 12" stud (D spacid$, Any 1.1,136.5 psf for 16" stud spacing. In order to achiove lineae pfussures, all v stdds niusi have nails in thern and all mils must. be, in studs. `---'•_._•...-•- The above values can be cornparod directly to the required wind loads ii, Chapter 10 of ,.:.: the Florida building Coda [ trust that this information is sufficient for the project nrieds. lockfng the buftern tj,,er the tWsling.l Ii there are any questiglls about this report, or if anything additional is requited, please i advise rue. F -channel and snapping the top wY 1Ia,"� Sincerely youls; „ d .!life the undersilmm. e `,e Pisd f!k`71, t�"s & krr Allen [`d. Reaves, F.E. - 3tluchlral Engineer ANR;aor f f Florida License [oto. 19:354 Cc: 09010005 •2 A Jft,vt;.ttsY xaas9 t. Installing soffit and fascia Pleaso note: Minvuyflvinyl suffit's are manufactured wiW t!w saint, exacting standards as all vinyl products; Uv Inhibitors are net addoad to tile'Jnyl formulaJon __- -- as acfGL; if e not exposed to direct sunaahL For u1i5 reason, vertical Cr hori<ontal installat on of soffits on walls is not recommuldcd and cannot be yuaranleed, fascia�, i}tuoirwrm Installing trim] - Option A favJe�gr Winen fascia is appicd wihout exposed nailing. With opT:n emu: Secure F -channel to Utu oalelfor of the fascia with the top ley Ce P `P ... . _..... testinga ainsf Uta butlolrt.of Ute board..,.uue F -channel un wall torsi mUt lL, � •' f " 9 F -channel on the fascia. Will. n With closed ea'.e: Use a J -channel in place of the F -channel at the wall. Secure all OpconA chanucls every 12' Ort center, in center of nail slots. -- 4scla Installing trim - Option B ; When soffil onlyIs applied, or when fascia mel is secured to underside °� y • PP Pi I franc, of trout fa.,,ld. With 0,,an eave::;ccure F -channel to life wall and to the inside of Iho r;cia board, level with each other. Cut out back of dlannel to 6t around rafters, if needed. Willi closed eave: Substitute J-channol; for the P -channels. icUnrdi mid' Secure all channels in the center of the nail slots, 12" on center. Cpfion B Installing soffit 1. Measure lite dlshnce between the inside of the inside and outside toms. Aloty 1/4 Fel tI du for expunsion and cul the panels to,ength. lmod panols Into trim,. Fur naves over 18" n wiillh, gnu mil need to Install iulennediate nailing supportsr�'-"-p �- ��„ to keep the solit frein sagUing y Y= r 2. Inicr!ock panels as you would vertical siding. Closed soffit can be seculedevery j v 12" on center. r'- 3. 3. tPJhen fascia panel N not bcing_opplied, u:;e an F -channel cr J -channel at corners Diagonal trim use - of the ovodfary to properly finish the inslallaton, ;.1"Jhell soifts meet at a comer, the joint each either be diagonal (mitered) or square (both illustrated). (loth methods are made with J -channel or H -channel. ; ?✓ � ab �� .-•�;;�°-^ �..-"~`''-- '".ire G. f A ,t 4 .v+t ... Straight lien use J Gi,'Alry; NCn�ri+uf ' �)r 2e ICC -ISS Evaluation Report EBR -1.495 Relssued lvovembor 1, 2008 Tors report is subject to to -examination in Jwo yours. wtivw.Icl -g 9rcA 1 (400) 423-6537 1 (562) 699-0543 ✓t Subsidiary of tiro International Corte Courfcila DIVISION: 07 -THERMAL AND MOISTURE PRO GEC-rION Section: 07400- Sidling REPORT HOLUER: KA`JCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (602) 040-7010 ww A_.%ayf; n,r,2m EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following ceded: c 2008 International building Code" (IBC). 2000 Jnfernalional Ras, erlJaJ Ccdo" (MG) a 1997 L4nilornr Building Code,- (UUC) v BOCM Plationat building Ciodo'1999 (UNBC) n 1999 standard BuildirxJ Code" (SBC) Propertiesevaluated: u aI Exterior veneer Wind hesistancu 2.0 USES r �-n PV I r r d u an a„t.no von ur and as t:a•va L udm a ts. a u ! J closure malurlal on the undoisida of exiur'or root eaves (soffits). 3.0 UESCRIP-NON Siding I Ln i; horizontal arid vertical la shdin and Kaycan VC ., ( 9 P 0 soffits manufactured from rigid polyvinyl chloride (PVC) confonti nu to the royuimmr:nls of ASTM D 31319. fhe sidiny Is used as on oxter'or wuli covering over solid choathing and as soffit. Thesiding has a plain- or •mood -grain texture and Is available in various colons with matching trim, comers, and starter strips. The panels are a minimufin of 0.040 inch (1 mm) thick. Lu rgtlis mngo from 10 to 12.5 feel (3048 to 31310 nun). Panels are refined with an upper edge having Par! slots and it lower edge that hooks into the upper edge of the lower course. The siding is produced in different profiles as described fn Tablo 1 of this report. 4.0 INSTALLATION 4.1 Cultural; Installation of the siding, including the panels, cornois, starter strips, trim and other accessory items, shall be in accordance ur-Publishedliinslanatieninshuclicns the wiU1 the, ranuiaclurcl's applicable code and this report. In lite event of a conflict nstalla ionins rue'no is butwuun lhu manufutturei s ubnst a 1 t .t P and Uds report, thlc report shall govcnh. A cvpy of tiro mantdacturer's published installation Instruction; shall be un life ]obulte at all lirnes during Installation. Solid sheathing and a wator-resis(i barrier shall be provided 'behind lila siding, as required by file applicable code. The allowable wind loads are as noted In Oil)proscriptive m requireents of the applicablo code. See Section 4.2 for applications in excess of the pre.a:nptve requirements or where the uppleable code does not provide prescriptive requhamunts. 4.2 WindResistace: Design wind pressures must be determined in aceodanw with Citaptur 16 of Via IBC, SDC, UDC of UNLIC of Section 301.2.1.1 of the IRC. hr areas whcroUw basic'.v nit sFvvd (3 - second gust (10 not exceed 100 mph (45 IVs) trio tulles per hour (36 m/s) (fastest mile) under the UBC], and the building PP P less : Gr cal LU 4U i,.t 12 1J2 Inlnl Irl height Is es than or a ( ) Exposure C areas, Installatell nest comply with- the prescripUvu requtemanls of IBL Section 1405.13, BNBC - n - r LIF1 : Section 1405 Section 1406.3.3, SBC Section 4v 103 9 u as applicutio. In otfor<ihJ tile RL tIt halhon nwvh tom i Y with the prescriptive requirements of IRCC Section R703.4 for amus whorl lhs basic: wind spend (3 -second gueQ Is leo; than 110 mph (40 11115) In Expusulo B, and does not axuecd 00 mph (40 m/s) in Exposuru C or 65 mph (31 in/,) In Exposure D. Fur app:icalion5 in excess of lho proal iptivo nnquif errmnts, the design must be In accordance: with IRC Section 8301.2.1.1. Foroppleativns in cxcc5s of the prescriptive requiromonts, the Kaycan PVC Sidir l has an allowable nogalive wind load of 70 psf (3352 Pa) 144 psf (2 My Pa) under the UBC] when attached to a r- ode -complying, nninialum 'ala lncft-thick (10 min), stuclural-raled CSB ahoathing. Thesiding shall be attached vdth 19, -inch -long (38 man),'/a inch d!ameter-head (10 min), V, -inch -diameter -shank (3 film), conosibn-resistant cooling fruits spaced 0 hiche5 (172 nim) on censer. The structural sheathing and framing to whlch the siding is attached are outside the so)pe of this open. ICr'ESE r gq.a lx cv,.o„d' 1' 1 b alAalcs ar nny mLn attrPo drs mat;pin/'crllyu &L anrq nor,rx:Ary to Lr cwu:nud C - f ✓r L, (�l„o,eµ,N ora' - f ( f rat nuc. lfree is rte =anru JLy 1eC'Err.::,nrrort 8cnr.> h+r., riyser, ,rr:r•,d,:,(av fuayfadngw !raw lv'InMir 11Fw; or ar to my pnxf,,cl<mucd Ly d,artNwl -� z,Yauc, „"• Copyright 0 2000 F.U. 1 .12 Installing soffit- and fascia Installing fascia 1. In. 0 an undusill'•nin at the lop of the fascla board rs r 1 N rt Ir r Ila bottomof he F-chanuet t f it n otll him 2 Measure dh ar .0 f nn 1 boUo � l 40 the top o l , u Le. , and then subtract 1/4' far oleo, coca. Cut panel (o vnddl. 3. Patriot alit, U'e cut edge using :n.rp Iakpunch ap;:leximatoly eveiy II', ensuring Ute 'tabs' face ouiward. 4. Hook the leg of the fa,,da panel over Uta F•channal, and snap lite labs into the undersi I lr.m. if soffit is not bdnU installed, hook thu fascia directly over the fascia board. An alternative to snap -lack punch attachment 13 tOr slldo the top of the fascia behind metal drip -edge. Overlapping fascia 1.Overlap fascia by cutting tna botlonn edge of the underlaying panel, leaving a 1 112" tab to be inserted into overlapping panel. 2.Ovor!ap 3/4` (half the distance of the notch), Fascia Installation mien Fascia overlapping / Cupping Capping fascia r r ) r '3 n 1r r Y a2 e --� Page.2 of 2 "1 S.4 Tre. sid.ny is n:anufarlurod in Rich(ord, Vermont, under To make corner caps, cut a plow of vinyi fascia U1at is 51i'2" IvnU. 5.0 CONDITIONS OF U$2 Architectural Testing Inc. (AA -076). > 8,0 EVIDENCE SUBMI'fTED U 6.1 Munufaclurers published instantilion inslrucUons. 1, L, ' fAank the vehticat teu.ulnne on Uta L•eck (a) (2)® 0O 0.2 Cala in accordance Svith 01u ICC -ES Evaluation O from the center, leaving a 5.1 Tho sldlug isIimituU.ly Instal atioits on buildings of rypo - Double 6 indi Void -1 45' ansl, on ehher lido. U.3 Quoky, documentation in acconJanco with the n ti r, by the IRC, as applicable, 7,0 IDENTIFICATION r 3.0ae c hard s:-lrer or metal sUalghfedge to ,dd fd:cia piece racking loads with approvod materials in accordance ',� Y � 1+ xit a(a)0 311" trademark, the product type, the statement "Cenfvnms to (jp atony ver cal centetlira to moku a right-angled ruvo-f,�,�, turner. � � �, I fig' '(} ® LD - 0 �F 12' - 0' Preva �� -, (113 C__ 0 -C) E to').; )u.;t below the tell calico of the ----- .. _-. Y3 .rI-�ic > cnW T2'- U' C_ a Q1 corner cap mak! nysure that Jabs C - (D Veufod f0" - v face Oul'rrald 111Stall terr'ercap by `---'•_._•...-•- _ -- Double 0 1111 t5dld -'Vint ,.:.: ' Center JUlfed 12'r5c• id 12" --- Vented, 10"A^� solid TO' lO' � lockfng the buftern tj,,er the tWsling.l 121-6" 12'-0" 12'-0" / Cupping Capping fascia r r ) r '3 n 1r r Y a2 e --� Page.2 of 2 "1 S.4 Tre. sid.ny is n:anufarlurod in Rich(ord, Vermont, under To make corner caps, cut a plow of vinyi fascia U1at is 51i'2" IvnU. 5.0 CONDITIONS OF U$2 Architectural Testing Inc. (AA -076). The Kaycan PVC Siding des.aibedinthis report complies with, 8,0 EVIDENCE SUBMI'fTED oris a auitablu alternative to wlml is specified in, tllosa codec 6.1 Munufaclurers published instantilion inslrucUons. 1, L, ' fAank the vehticat teu.ulnne on Uta L•eck of the plow. cundlUuns: 0.2 Cala in accordance Svith 01u ICC -ES Evaluation 2. Cut a 00" section of Uhe bottom flange from the center, leaving a 5.1 Tho sldlug isIimituU.ly Instal atioits on buildings of rypo - Double 6 indi Void -1 45' ansl, on ehher lido. U.3 Quoky, documentation in acconJanco with the V -N (UBC) conduction, and to construction permitted ti r, by the IRC, as applicable, 7,0 IDENTIFICATION r 3.0ae c hard s:-lrer or metal sUalghfedge to ,dd fd:cia piece racking loads with approvod materials in accordance ',� Y � 1+ xit afrlsf'1' trademark, the product type, the statement "Cenfvnms to (jp atony ver cal centetlira to moku a right-angled ruvo-f,�,�, turner. ndi ei ilsi a �, I fig' '(} ria k ( ti41 4.1J Ing • snap -lock punch, mane �F 12' - 0' Preva �� Double 4.5 indt Hcri<unlaf 12' - u" Sierra Double 4.5 Hvrizvnt.,l to').; )u.;t below the tell calico of the ----- .. _-. Y3 .rI-�ic > - Triple 3.Inch Horizontal Dutch L.^. p V T2'- U' T-9 FIor <ontul rdP•u 3lnch Horizontal 12'-0" corner cap mak! nysure that Jabs Doobla 4 inch Pedont o !3ol n 21. 0" Veufod f0" - -- Dvob;05 inch f viforutvd ",.fill face Oul'rrald 111Stall terr'ercap by `---'•_._•...-•- _ -- Double 0 1111 t5dld -'Vint ,.:.: ' Center JUlfed 12'r5c• id 12" --- Vented, 10"A^� solid TO' lO' � lockfng the buftern tj,,er the tWsling.l 121-6" 12'-0" 12'-0" i Fascia F -channel and snapping the top wY 1Ia,"� capp;nU d .!life the undersilmm. e `,e Pisd f!k`71, t�"s & krr .KAY1-� 1F" ESR -1455 1 Masi h6ydedy Accepted and Jrusfed -- --� Page.2 of 2 'Alind resistance of the sulfif panols is outside the scope of S.4 Tre. sid.ny is n:anufarlurod in Rich(ord, Vermont, under lhl,report. a quality control program with inspections by 5.0 CONDITIONS OF U$2 Architectural Testing Inc. (AA -076). The Kaycan PVC Siding des.aibedinthis report complies with, 8,0 EVIDENCE SUBMI'fTED oris a auitablu alternative to wlml is specified in, tllosa codec 6.1 Munufaclurers published instantilion inslrucUons. '!shad In Suction 1.0 of tills rcpoft, subi:lct to the fnllovrieg Double 5 incn Hmizantu cundlUuns: 0.2 Cala in accordance Svith 01u ICC -ES Evaluation Dvcbb 5 inchHorizontalDutch Lep Ouidelino for Vinyl Siding (AC37), dated October 2008. 5.1 Tho sldlug isIimituU.ly Instal atioits on buildings of rypo - Double 6 indi Void -1 V•U (IUC), Typo 68 (UNBC), Type VI (SBC), Old Type U.3 Quoky, documentation in acconJanco with the V -N (UBC) conduction, and to construction permitted Acceptance Criteria for Quality Documentation (AC10). by the IRC, as applicable, 7,0 IDENTIFICATION 5.2 'Fria oxtuder'walls shall be braced or she:athad to ro5ist an 9 y� The Ka' PVC Siding dose bed in ibis reprnt shall be racking loads with approvod materials in accordance identified by a stamp hearing the Kaycan -Ltd. name and/or of the aplicablo code. trademark, the product type, the statement "Cenfvnms to 5.3 - rhesidingshahbeinctaltudonlyonoxtederwallsover ASTM specification D3679,"ihastatement"ConformstoUBC solid ahaalhing capable of reslsfng design wind 'Standard 14-2", the name of the inspection agency pressuee both positive and negutive. The sheathing (ArchiloduralTesting, Inc.), and the evaluation report number Shill be c v rad vvith witha vdier•r pis iva barrier, as (ESR -14W). required by thu applicable code. �F 12' - 0' TABLE t-KAYCAN PVC sIVIN> MODEL PROFILE T- LENGTH _ Board & Bitten_ D-4 Sind. 7 Lair Vertical ��-- 101-01 inn U F v. Doutle 4Inch Horizontal Dutch La P - 12'. 6' D-4 Nl;rquis Double 41nch Horizontal 12' 6" -v 0-5 Cunlc ,-a Double 5 incn Hmizantu 12'- o" Dvcbb 5 inchHorizontalDutch Lep 1T-0" D-5 Vertf.1 F - Double 6 indi Void -1 Air 0, Lewiston Double 4.5 Inch Hoimmal �. o S'InJle 0'J Inch 11 aconanl to, ., _Nw - - ocean Park Bevel le 4.5 inch Horizontal _ 12'-0- - Occ-anPark Cova I Duublo 4.5 inch Horzvrdal 12'-0• Platinum Series D-4 Dn ble nch aDnutta ' Platinum Series a-4oa'c_ap Double i inch Horizontal clh 1_3p i122' =- 6h Platinum Sari.,; T-3 Trlp!e 3 Inch Horolintal �F 12' - 0' Preva �� Double 4.5 indt Hcri<unlaf 12' - u" Sierra Double 4.5 Hvrizvnt.,l 121-01, ----- .. _-. Y3 .rI-�ic > - Triple 3.Inch Horizontal Dutch L.^. p V T2'- U' T-9 FIor <ontul rdP•u 3lnch Horizontal 12'-0" _ Ventuf 6" Doobla 4 inch Pedont o !3ol n 21. 0" Veufod f0" - -- Dvob;05 inch f viforutvd ",.fill 12' • U" -'`Solid IU- _ -- Double 0 1111 t5dld -'Vint 12' • 0" ' Center JUlfed 12'r5c• id 12" --- Vented, 10"A^� solid TO' lO' � Triple 4 inch ParUaay Pederated 3omt �- Quadrvplv4111d) Prrtorated soffit - a�airua:v 4.nr.n Sulld gift � 121-6" 12'-0" 12'-0" r0f tri:. n man c ZZIA m11. FCC EVALUATION SERVICE, lNC, G Far( 717-9460::55 Loo t.ngalcl 6+utncsairrcxlond Oflicc o 5360 work, ; ,, krill Aio J • v/liimia, CA'J(.`601 717.846-3747 (S6?) 6v7A543 phone a (562) 635-1644 fax M, FFR Engineering, Inc. Cerxificai3arl of Independence for Evaluation 1418 E. Markt $t., Suite B 6valua York, PA 17403 Ii G tiuflrvice, Inn,. (1) ICC Evaluation 6ervice, Inc., doe, not have, nor dura; it intend to acquire or rein it acquire, 22 January 2009 a financial interest in any company manufacturing or distributing products for which ?valuatirons are issued. Ted Berman, P.B., Administrator, (2) ICC Evaluation Service, Inc., is not craned, operated or controlled by any company Florida BUildillg Codc CUIlifniS5iOn manufacturing or distributing products it evaluates. 'Fed Berman arid Associates, LL(.. 925 41SStreet Suer. 104 (3) ICC Evaluation Sorvice, Inc., does not have, nor will acquire, a financial interest in any Miami Peach, Plot ida 331,10 company manufscturing or distributing prodhco for which reports are being issue(,, (4) ICC Evaluation Service, Inc„ does not have, norw•ill acquire, if financial interest in any RF: Certification or hidepew1Qrree oiher entity involved in the approval process of the product. Pear Nle. Berman; - nn Nosse - President In conformance will, Rule 9h-72,110, ; .JA.C. "Criteria- for C".ertificatiurl of ICC Evaluation service, Inc. Independence", I offer the following. I arrn a registered professional engineer in the state of Florida L erne number 19314. I work In a two person consulting structural engineering frim, "fIR Eng rieerit)g, 1111c.", of which I am the Irla,jority uw !ler. [n my work performing an evaluation, I do ttot have, nor will I acquire, ;a financial interest An. any company manufa-curing or distributing products for which the, reports are being issued. [u my 'cork performing an evaluation, I do not have, nor .virl I acquire, a fin'Illoial inheres[ in any oiher entity invollud in the approv'at praCese of the product. 1 trus'. that Ihiy i5 suffici.nt for the Florida Building Foto Conirnts ion's rcquireriletlts. If there are any questions d.b0ut Allis eeatitication of indep:,ndeooe, or if anything additional is required, please advise ane. Sincerely yours; Hit: Engineengg, Inc. Allen N Roeves, P.B. Child Lngiueetn a:,>a, x s f t eco= s v a tin 1 ria u ru,. c: J."X01= Dan 091,1Hren-,r.i:c•co.or; p., ill 6u.! 0 9C0 At i t d , i n yh =. Ali�lm,,, �U�7� Ito t v t7o f'r1,1(�elll"(.Im.� 1071 W,x Cc: Associated Ntaterials, LLC , 090/0005 SHEET N0. 1"'A 1 r u" Ln i Ll ) �0)�/� CD Q0