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Home My WebLink About344 Bella Rosa CirRECEIVED D JAN Z0�1 CITY OF SANFORD BUILDING & FIRE PREVENTION Ip — PERMIT APPLICATION 1161 70 Application No: Documented Construction Value: $_ ®= of 011 Job Address: 3Lj historic District: Yes 0 No Parcel ID: l 31 - 0a- - COO o - # o Zoning: _ Descriptiou of Work: NSW K Plan Review Contact Person: Phone: (ma t -"i 4-1 L' -- os(' 3 Name n�nif�rL Ilo►i a Lw C Title: Fax: fta7) Property Owner Information Phone: — \—t 0(j Street: 15s5C> Resident of property? City, State Zip: Contractor Information Name Phone: "t �1-1�1 _ �_l r-1 1 - ,Street. 1._iC,tirswFZve 1�2�y i ��ui`r c`:' 210 Fax. City, StatC Zip: -r A State License No.: �4 Architect/Engineer Information iVaazze: -,3p (A (A mor _t bone:U- rn�-_•z. �— 4E� DC.�� ,Street: C"Fax: City, St, Zip: V,d i 1 3�, ll� z�. E-mail. 6av ',c:L. Boudiug Company: NL Address: 6� Building Permit Cy Square Footage: -.i ) ✓ No. of Mveliing Units: l+ louctrical 1�r Mortgage Leuder: NIA Address: PERMIT INFORMATION C.:oustruction Type- _ No. of Stc ries: Flood Zone: It'ivaaabim, Netiv Service - No. of AMPS: (=C� 1:A'1.",'(Juwaical B (Duct layout required Cor uc ;;ystcm,,) r $ /3 V3 Nenv Cotzstruc.tion - No. of Fl, -i tures: I''iteStwieil-,kr/Aura t C.a No. ofheitds: _____ FOUNDATION NOTB; I. SEE SHEET 5N FOR TERMITE PROTECTION 5PECIFIC' ATION5 2. A FOUNDATION 5URVEY SHALL 5E PEPFORMED AND A COPY OF THE SURVE'r SHALL BE ON THE 51TE FOR THE BUILDING INSPECTOP,S USE. OR, ALL PROPERTY MAPKER5 $HALL QE EXP06ED AND A 5TRINCx 5TRECTCHED FROM MAKER TO MARKED; TO VERIFY REQUIRED 5MACK5. NOTE: 50"RACARE TREATED LUMBEIR 15 AN ALTERNATE TERMITE PROTECTION T0,501.1- POISONINr--. I 401 -on {N A J L C R DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. B 13.6459698 www.danscoerigineerind.com u 05 m � Q � cry In 2: O > U �. w w � w (D < CJ'1•�v CD U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SFRUCFURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE THIS DRAWING AND DESI GN IS VALID fOR 12 MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE SIRUCIURAL PORTION Of THIS DRAWING ONLY. 2010 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN coN4ENr FROM LENNAR CORPORATION. 2010IHE5E DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE GUENT ON THIS PROJECT. ANY REPRODUCTION OR JNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-U9 1.00 2007 FBC UPDAIES 21)0 200'/SUPPLEMENF;ADDED 07-14-U9 WIND PRESSURES © OPENINGS; REMOVED BATH 4t2 WINDOW; ]9-U8U9 OPHON PLAN � • IJ' �.1J I �" 10-13.09 3.01 ELECTRICAL OPTION PLAN 10-15.09 4.00 SALES OFFICE )9-29-10 4.01 MODIFIED FILLED CELLS I -05-I0 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 11,05. 10 A 25948 ] SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ] ANDREW D. HAROLD, P.E. #66715 r lett.._ tr • r AT •AT .+ .6)(22 0;~ Www •• STATE, OF • y - V �y •��Si1141+'0 11TLE. FOUNDATION PLAN FLEET INFORMATION: DB NO.: 300907 ATE ISSUED: 12.17.10 RAWN BY: xx ;VIEWED BY: xx 1-L 1:2 /1 7 /1,:D C7 Loo0 En LIJ Ogg C) jof�'D Q m � � M co co �0u- I rn L7 ro cx Z Eao IN IN m w w z� 0 0 w u 05 m � Q � cry In 2: O > U �. w w � w (D < CJ'1•�v CD U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SFRUCFURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE THIS DRAWING AND DESI GN IS VALID fOR 12 MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE SIRUCIURAL PORTION Of THIS DRAWING ONLY. 2010 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN coN4ENr FROM LENNAR CORPORATION. 2010IHE5E DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE GUENT ON THIS PROJECT. ANY REPRODUCTION OR JNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-U9 1.00 2007 FBC UPDAIES 21)0 200'/SUPPLEMENF;ADDED 07-14-U9 WIND PRESSURES © OPENINGS; REMOVED BATH 4t2 WINDOW; ]9-U8U9 OPHON PLAN � • IJ' �.1J I �" 10-13.09 3.01 ELECTRICAL OPTION PLAN 10-15.09 4.00 SALES OFFICE )9-29-10 4.01 MODIFIED FILLED CELLS I -05-I0 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 11,05. 10 A 25948 ] SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ] ANDREW D. HAROLD, P.E. #66715 r lett.._ tr • r AT •AT .+ .6)(22 0;~ Www •• STATE, OF • y - V �y •��Si1141+'0 11TLE. FOUNDATION PLAN FLEET INFORMATION: DB NO.: 300907 ATE ISSUED: 12.17.10 RAWN BY: xx ;VIEWED BY: xx 1-L 1:2 /1 7 /1,:D AREA CALCULATIONS INDICATES FILLED CELL W/ (U 15 VERT. INDICATE5 TOP OF NASGNRY a V-0' AFF. LIVING: i 5F, GARAGE : 413 5F. COVE IRED ENTRY: 55 SF. PORCH : 56 5F. TOTAL : 2413 5F. 5TRUCTURAL NOTES PROVIDE (1) `5 CONT. IN FILLED P.C. LINTEL 4 KO. BLOCK \ ' ABOVE FILLED SOLID W/ GROUT 4 (1) w5 CONT. 1 PROVIDE (1) 5 CONT. IN FILLED P.C. LINTEL W%2" RECESS. (J (2) 2 x a HEADER W/ lU USP L5TAla 9 EACH END. PROVIDE (1) 2 x 4 JACK STUD 9 EA. END W/ (l) IJ5P HTTI6 0 BASE (REFER TO DETAIL N/54 4 0/54 FOR MORE INFO.) �4 (2) 2 x,3 BEAM W/ 1/2' PLYWOOD FLITCH PLATE 4 (U U5P L5TAI,5 9 EACH END. PROVIDE (2) 2 x 4 JACK STUDS a EA. END W/ lU U5P HTTI6 to BASF (REFER TO DETAIL N/54 4 0/54 FOR MORE INFO.) Elevation A 4 C Only T a' FILLED P.C. LINTEL 4 K.O. BLOCK ABOVE FILLED SOLID W/ GROUT 4 (1)15 CONT. 60 ALIGN (2) 2 x STUD BENEATH EACH TRU55 W/(U 1J5P HTW20 0 TOP 4 (2) USP 5PT4 a BOTTOM. Ua' FILLED RECESS P.G. LINTEL 4 KO. BLOCK ABOVE FILLED SOLID W/ GROUT 4 (1) 15 CONT. NOTE: 1, PROVIDE MIN. a' EMBEDS TENT FOR ALL HTTI6 ANCHOR DOLTS. 2. POWER BOX LINTEL (16 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) WALL LEGEND INDICATES FILLED CELL W/ (U 15 VERT. INDICATE5 TOP OF NASGNRY a V-0' AFF. INDICATES SNEAK U19L (BLOCKS 5EFWUEEN FILLED CELLS ARE NOT TO BE FILLED, UNLESS NOTED ON PLAN) INDICATES INTERIOR BEARING WALL INDICATES 2x4 rA"IF WALL (UN.O.) FLOOR PLAN NOTES: I. SEE SHEET 5NI FOR COMPONENT 4 CLADDING DE51GN PRE56URE TABLE. 2. SEE SHEET $DWI 4 5DW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3, ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REOUE5TING THE FRAMING INSPECTION (PER FBG 1093). 4. * -DENOTES EGRE85 WINDOW 5. PROVIDE TEMPORAR'r SUPPORT FOR ALL MASONRY WALL5 GREATER THAN V-0' DURING CONSTRUCTION. (FDG 2104.1.9) 6. GARAGE DOOR SHALL 15E LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER. s.� AA 3 -- 40'-0" 13'-8' 12'-4" - 14'-0' STAIR (BY OTHEF o) LOCATION 1� 12' 4' WHEN $TEhI WALL 15 USED _- 1 1 1 LANDING 303 25 SH. T.011. T.O.N. 25 SH, ND. AT &'-V 8,-0, I I I I I 8'-0' 3'-6'x3'-6' HD. AT 6'-8' 30.3 FSE FGRE55 I I I I H.B. A/C PAD EGRESS -40.1 PSi .I I r I \ / l LANAI / \ / I 12'..4'x7'-8' I •' - � / -1- _\ VAULTED CLG. 5�) / 1 * % / NB: C iv / Tort - \,DROOM MAS SUIT a' �' gS.I W I2' -4'x14' a' \ / 0' a'-4' M.o. 2'-0' VAULT; q GLG. VAULTED CLG. \ /` �`-- `� 25:12 Td \ VAULT u' \ _ _ t2-3.OP�F VAULT 12'-0" 1-4"8-0x6-8 TE P. S.GD, , -\ 14 2W-0' NOTE:� FLUSH FRAME M 1E / 00 ALL INTEROR \ yTO FURRING 53 n SLOP NG 4. SLOPING ANGLEDWALL5 \ _4x6-sPKT,ARE AT 45• (UN.O.) - l 2.1 ARCH FROM r - LOPING s 0 T-4' TO V -o' E ,- I I � � , r Q a SLOPING LG. 6 \ � ARCH FRO[J/_ �\ � � •; - , GLG. BFD CIA VAULTED I S' 0' ( \ _- - 4 $H. - / a ;� �. `F I \ - - / CLG. I CLG.` \ 8 + 2� g" CREAT ROOM 14'2'x24'3' - OP 1122'X36' ATTIC I I VAULTED CLG.- '� � X M, E53 I (U OR (2) R/5 PER 5 EC5 1/ 53 u; ;< i VAULTED CLG. ' [31.3 FW «� 40 PSF 8 0\ 2.5:12 12.5:12 CLG VAULT T VAULT - VAULT 3.0SFW .A 3 -4 - -1 I _ 5' 54 12'- s 42x60 r C1 7 42' H. I �5 ` `fl PROP Thi DRYWALL 6'x48 = W.C. 5HELF I M ON 28' - 5 -0* -6 u; _ " I SNCWER Fa HIGH PLATF0131 \ O �FD - \ RETURN AIR --\ - 0' FLT. CLG. 5 \ MP. C,1 ON.G. OH.C. x - 303 PB, \ 42° H. �� - J / \ 42' H. NOTE: j - - s -330 P5F / / /\ ^ �� C \ COUNTERTOP IATTIC I Q, j L% WAL I ALL INTERIOR A.H. --�-- _ \ ANGLED ll1ALL5 - - - �'',,`� E3; � �\, �� D � -I W�ALEL ARE AT 45• IUN.U.)-----�5 .oS:Id VAUL D CL. i o \ I 5,-4, T \ KITCN N - l VAULT , 53 L 2.5;12 vv 'b/ `�(AULTED CLF '\ VAULT 12' 2" 4 - DRYER - \ \ 0.A,V I ARCH FROM 5 VENT -`_ / i � / \: �a�� -1' 4" TO 8' 0' I I sp c� 4PAD WALL o \ \ 25:12 2.5:12 I c0 DIKING r c, ETD13'-4'x10'-10' - HANSI=N ` 1- T1/� / \ / CLG. I CLG. BOX ' <' cv \ �� ✓ o I I VAULTED CLG, / 303 PSP \ fT 3, �( REF. g' 2' _ x O I I 133.0 r -'8F J �-4/ � CO � • 5 SH. O.N.C. - O.N.G. �I < I I I W 12' SHELF OR 60'x30' �� - -- tz INSULATE ` (UDJ4 CABINET ABOVE \ '' `r W.C. WALL5 8 0 APPLIMCE5 PER 5PEC5 �r I % ]� p `r 1. \ / CLG. u, / 54'42' ATTIC ACCESS I \ V417 ,i '-o' H x a \ '1 2 / LE) . C4. 51M. SEE NOTE "6 /I �� ` LIZ) -- L - - - -- FOR MORE INFO I / \ 2 � I',8' r-0'IT. 4 \ FLUSH FRAMF - - \ TO FURRING- M.O. URRING ' _ 346 P5F I -4' -4" M.O, 6ARA iF I' 4' ' I 51EDROOM ;� w Y„i' `' 18'•0'x21'-0' -31.7 PSF � ' �- _ ' 8'4 PLT. HT. 3 -ft -B 6-FNL. Pl T. HT. 8I -0' FLAT CLG. av F6. A5,11,; w 54 LINE OF GARAGE DOOR IN OPEN P051TION i-- - ----------------- CIL DIJCT5 IN THE GARAGE AND DUCTS PENETRATING 4 THE WALLS OR CEILING5 5EPARATING THE DWELLING FROM THE GARAGE SHALL 13E CON5TRt1CTED OF A MIN, $26 GAGE (0,48 mm) SHEET STEEL OR OTHER r. APPROVED MATERIAL AND SHALL HAVE NO HB. I OPENIW6 INTO THE GARAGE. v T.O.M. 35 $h. �. -0' ND. AT 6'-8' I T.Or1. - ' 16-0x1-0 O.N. GARAGE �q DOOR I AFF. b FS. EGi 55 \_ FOR ELEVATION A ONLY - _ - -- e54 26.4 PFP K SEE ELEVATIGN %EET5z9.4 105F5454 PARTIAL FLOOR PLANS FOR EL EVATION5 E3 i C _ NOTE: ALL INTERIOR I ANGLED WALL5 Ifi-__ 40'-0" LINE OF DRYSTAG(. WiND�� LEDGESTONE (TVP.)FLOU"R PLAIN' n 1/4' = 1'-0' WIND 351 PG.F f__ iEAF.. J Fr:ONT LINE CF --1 CLG. BEYCi D °` rR' E A T R"" 0 0 M c,- �ArRCHWAY SCALE: I/4" = 14' IIR DA u ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813,645.9698 www.darlscoengineering.corn LO 0 0 Ln LLJ OVA LS > 4.0 Q m T 5- 0 - DO Q�Do Zvi 2'a ,m -t z� EO" UJ LlI- Q 0 U c V) 0- O CDU x � y �< 0 ry U C�4 I TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCIURAL NO PLANS AND SPECIFICATIONS COMPLY WITH 1 2007 FLORIDA RESIDENTIAL BUILDING CODE, L (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE 1-0 THIS DRAWING AND DESIGN IS VALID FOR 12 MONIFIS AFTER THE DATE If IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP. THIS FLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIIIEN CONSENT FROM LENNAR CCRFORATION. 2010 -MESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-W 1.00 2007 F13C UPDATES 2.00 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES 9' OPENINGS; REMOVED BATH #2 WINDOW; REVISED ENTRY DR. RLCE55TO 9-1/2" 09-08-09 3.00 ARCH. REVISIONS FOR OPH N P 10-13-09 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE J9-29-10 .4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 :�A 25948 ] SAMUEL A. GREENBERG, P.E. #34245 THUY Ff. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ] ANDREW D. HAROLD, P, 9br67t11T5s+,�._ s' SEN ER- L • • p Ar a .• �i;�., r.�N1 &I S"A„ISHM TITLE: FLOOR PLAN DEET INFO TION: DB NO.: 300907 ATE ISSUED: 12.17.10 RAWN BY: xX EVIEWED BY: XX �. STRUCTURAL.NOTES �1 PROVIDE (1) #5 CONT. IN FILLED P.C. LINTEL 4 K.O. BLOCK INIPICATE5 FILLED CELL W/ (U $5 VERT. J ABOVE FILLED 50LID Ul/ GROUT 4 (018 CONT. Mark Location PROVIDE (1) w5 CONT. IN FILLED P.C. LINTEL W/211 RECE55. 31 F (2) 2 x 8 HEADER W/ (1) USP L5TA16 A EACH END. iNDICATE5 INTERIOR BEARING ILALL (5q. in.) PROVIDE lU 2 x 4 JACK 5TUD a EA, END Ul/ (U U5P HTTI6 INDICATE5 2x4 FRAME WALL (URO.) 668 Q BA5E (REFER TO DETAIL N/54 4 0/54 FOR MORE INFO.) c; 4 (2) 2 x 3 BEAM U)/ 1/2' PLYWOOD FLITCH PLATE 4 (U 1,15P L5TAI8 a V) z UJ EACH END. PROVIDE (2) 2 x 4 JACK 5TUD5 (a EA. END Ul/ (U USP co HTT16 Q S45E (REFER TO DETAIL N/54 4 O/54 FOR MORE INFO.) U Elevation A 4 C Only �J 8' FILLED P.C. LINTEL 4 KO, BLOCK ABOVE FILLED $OLID W/ GROUT Z U 4 (U 45 CONT. >Uj �® —I X ALIGN (2) 2 x STUD BENEATH EACH TRU55 WKI) U5P HTWO a TOP 4 LU (2) U5P 5PT4 to BOTTOM. 8' FILLED RECESS P.C. LINTEL 4 K.O. BLOCK ABOVE FILLED SOLID 1711 U)/ GROUT 4 (U'S CONT. ,S TO THE BEST OF [FIE ENGINEER'S KNOWLEDGE AND BELIEF, THE.51RUCiURAL S NOTE. (INCLUDING 2009 SUPPLEMENi) SECTION 8301 FOR 120 MPH, :3 SEC. GUST, EXPOSURE I. PROVIDE MIN, 3' EMBEDMENT FOR ALL HTTI(o ANCHOR 5OLT5. COEFFICIENT =±0.18) WIND ZONE 2. POWER BOX LINTEL 08 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL AFTER THE DATE IT IS SIGNED AND SEALED. FOR EQUAL DEPTH 4 REINFORCEMENT INFO A5 INDICATED ABOVE (REFER I' -O' DIA. _r TO POUTER SOX LINTEL CATALOG FOR MORE INFO) 1/9 FOAM 0 2010-IFICSE DRAWINGS AND DCSIGPii ARE IHEJOINI PROPERLY Y OF DANSCO ENGINEERING, LLC ANU THE CONC.RA5'. NOTE: !LASHING SHALL 13E IN5TALLED AT WALL AND ROOF INTERSECTIONS, DECK AND IUALL INTER5ECTION6, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 11 5c I' G FT C C � D , NNLA " N AT ELEV. Till WALL LF END Verify with General Contractor all roof vent locations, INIPICATE5 FILLED CELL W/ (U $5 VERT. for a minimurn of vented area as listed below or INDICATE5 TOP OF MASONRY 0 S' -O' Mark Location INDICATES SHEAR WALL (13LOCK5 13ETWEEN FILLED CELLS ARE NOT TO SE FILLED, UNLE55 NOTED ON PLAN) 31 O CD €� iNDICATE5 INTERIOR BEARING ILALL (5q. in.) RV i� INDICATE5 2x4 FRAME WALL (URO.) 668 524 F,001 VENT SCHEN )ULE �� Verify with General Contractor all roof vent locations, quantitie-5, and sizes. Roof vents shall be installed for a minimurn of vented area as listed below or equivalent 5y5tern per FEC, 200-1, Section Fe306.2 Mark Location Roof vents or—� boffit Vent O CD TEMP. equal system (sq- in.) (5q. in.) RV i� ist Level 668 524 c; F Oof ITYPJ V) z UJ h co SCALE: I/S' = I'-6' CONT. RIDGE VENT 4INGLE ROOF T.oM. — — ZTEXTURED _ F 11 L TEXTURE FINISH FINISH Eo - lEl1P. FINISH FLOOR LINE �- GRADE LINE (ASSUMED) LEFT ELEVATION £'GALE: IIS' = I'_O' -- - CONT. RIDGE VENT T.O.M. W ——FINI5H FLOOR LIKE 19 12` 12 5.9 LINE OF INT. LINT: Of INT. VAULT BEYOND - f ` VAULT BEYOND 2.5 "I - 2a 12 2.5 -- tnM _ f 12 12 -- PARTIAL. L PLAINAT ETAVY® "C" VALE: 1/4' = I' -V _ FIN1CC0 ; ��LLLL)-�- I ! I.-1 -�j-j LI FiNl5l1 Ll— Ll- � 112 I,I9 BAAJDING RED' 'SCORED'----- BANDIiG K.Ef6TONF.fall . '-•�I ITYPJ (SEE DETAILXTYP.) — F •---•-•-•-'! 36.20 E 117F01 ❑ 1 F] El IE] E] 171 El El El E E _- I E E E 17 EF -1 7 F-7 � F-1 1 F-7 1__7 0 1- h° 'SCORED' �� GRADE LINE — 6' '5COI�D. — BANDING (A55UNED) 6ANDiNrz RurqT EL T" - T.OT1. cv P.O. BOX 3400 Apollo Beach, Florida 33572 v L TEXTURED a ca F1NI 6H FINISH FLOOR LINE A O CD TEMP. z u- OV)T_ 4' 'SCORED' ESDI J CD ¢mM I 13ANDING c; `Z O li 00 ITYPJ V) z UJ h co 6' °5COR1=P' U BANDING —� (TTP) Z U FINI511 FLOOR LINE 12` 12 5.9 LINE OF INT. LINT: Of INT. VAULT BEYOND - f ` VAULT BEYOND 2.5 "I - 2a 12 2.5 -- tnM _ f 12 12 -- PARTIAL. L PLAINAT ETAVY® "C" VALE: 1/4' = I' -V _ FIN1CC0 ; ��LLLL)-�- I ! I.-1 -�j-j LI FiNl5l1 Ll— Ll- � 112 I,I9 BAAJDING RED' 'SCORED'----- BANDIiG K.Ef6TONF.fall . '-•�I ITYPJ (SEE DETAILXTYP.) — F •---•-•-•-'! 36.20 E 117F01 ❑ 1 F] El IE] E] 171 El El El E E _- I E E E 17 EF -1 7 F-7 � F-1 1 F-7 1__7 0 1- h° 'SCORED' �� GRADE LINE — 6' '5COI�D. — BANDING (A55UNED) 6ANDiNrz RurqT EL T" - 6 V SCU cv P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 L TEXTURED a ca F1NI 6H FINISH FLOOR LINE A O CD TEMP. LU z � OV)T_ FINI5H FLOOR LINE ~� GRADE LINE REAR L EVATI O N (A5SUh1GD) SCALE: I/S' = 1'-0' SCALE: 1/4'= 1'-0' SIiII1%LE ROOF - F!NI51-I 12 .,- 5:3 2' 'SCOLD' s��Dlri�� II II II 6' 'Sr.O'RED' BANDING DRYS rACK -j 4'6COFED' I.EDGEST(E 1✓IWNG 40',.0" ME:R IFY Ill/ TRI 6 MANUF) T. CONT, RIDGE VENT -- � ! TEXTURED FINIS, -I FINISH FLOOR LINE DRY5TAO ' RIGHT LFDGESTONG S"ECTIU"N --- _- — - CONT. RIDGE VENT --TEXT!iTrD FINISH GPADE LINE (A5WIED) U-.1.L�� — TEXWI P FINISH —' DECORATIVE FIXED SHUTTERS (TY'P) —r F!NISH FI XP LINE GPADE LINE l/tSSIiI`I�D) L O THI5 NR PARTIAL LAN ANDION PLAN'C' NOTE: ALL, TRIM / ICANDING To DE CUT / SCORED DECORATIVE FIN15H. r"ININ FLOOR LINE ,,2)«/i> 6 V SCU ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 i. 813.645.9698 www.danscoengineering.corn A O CD Ln LU z � OV)T_ in � n>Q'� J CD ¢mM I "_j 0 `Z O li 00 �m ram V) z UJ h z 0 U Z U 0 � U >Uj �® —I X �.•LU w LU C7 1711 U N TO THE BEST OF [FIE ENGINEER'S KNOWLEDGE AND BELIEF, THE.51RUCiURAL PLANS AND SPECIFICATIONS COMPLY WITH 2(N)7 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 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIIHOUT WRITTEN CONSENT FROM LCNNAR CORPORATION. 2010-IFICSE DRAWINGS AND DCSIGPii ARE IHEJOINI PROPERLY Y OF DANSCO ENGINEERING, LLC ANU THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUIHORILEU USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATES 2.06 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES 0 OPENINGS; REMOVED BATH #2 WINDOW; REVISED ENTRY OR. RECESS TO 9-1/2" 09.08-09 3.00 ARCH. REVISIONS FOR PTI N PLAN 10-1309 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02ELEVAHON.UPDAiE5 VERSION NO. 4.02 / 1 1.05.10 CA 25948 E] SAMUEL A. GREENBERG, P.E. #34245 '(HUY H. HUYNH, P.E. #60122 F -i IRWIN J. BENSON, P.E. #49758 [_] ANDREW D. HAROLD, .E�!ns15 .ae� 1-140, IN6 1 a Jj_ y/iit .• 0- • f✓ °• r�Cj TiJP.•�� SHEET TITLE: ELEVATION "C" SHEET INFORMATION: JOB NO.: 300907 DATE ISSUED: 12.17.10 DRAWN BY: xx REVIEWED BY: xx — 3 C L — ,,2)«/i> 15' I. 2'-6' . 1'43' a a a D.W. SINK BASE (SPLAY) (SPLAY) Ilk I c,)�SCAKIT,,CHEN E:11-0' OPEN 51NK 2'-6' 3'-0" '1[ ATH SCALE: Ya =1-0 I Z T 6CALE: Y4'=I'-0' �s SINGLE PHASE 125 — AMP BREAKER PANEL\ METER SOCKET � NEMA 130 CIRCUIT 0 1 2 5.. AT -- SCALE: Y4':I'-0' 20'REBAR �__ ELFC-TRICAL P/NF=-L SCI-4E=DUL_E - IEO 441P 4.0 01-1'2.09 1 1/2" RIGID 1 $'GRD. ROD 0 NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR BLDG. STEEL u �` #4 CU TO COLD _ C3Y POWER COMPANY WATER PIPE & DRIVEN GROUND ROD, TIED i[,}�. TO 20 FT. SECTION OF LIGHTS, SMALL APDL. FOOTER STEEL. [=n M++ ELECTRICAL RISER DIAGRAM LIVE NTS NV I k: U HARD WIFE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE SIZES ARE BASE CN AW COPPER (ROMEX) WIRE 3) PANEL SIZE TO BE 200 AMP LAUNDRY ROOMI ORTER VENT DETAIL Di2YER' ENT UP THROUGH ROOF OR FLOOR FFM. IVxl2' OPEN FACE 220 Y 346 BATH OPTIONAL RECESS CAN KITCHEN LAYOUT 1/4' : 1'-0' ELECTRICAL NOTES THE5E DRA;411%6 ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGSIENT OF THE ELECTRICAL UM THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURE5 AND OUTLETS AT JOB 517 BEFORE ROUGHING, THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOP. FIXTURES WITH EQUAL SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL PIVA.C. EQUIPNENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BcrORE ROUGHING -IN, iO PROVIDE POWER AND WIRING CONTROL LAYOUT. ANY DI5CREPANCIES IN THE ACTUAL H.VA.C. LOAD SHALL BE CORRECTED BEFORE ROU54ING-IN. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND CWINANCE5- UN1JE55 OTHEW16E NOTED MINIMUM SIZE WIFE SHALL BE �14 AL6 EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH 'TW' INSULATION FOR SIZE 10 AND SMALLER CONDUCTORS LARGER THAN10 SHALL HAVE 'THW' INSULATION ALL CONDUCTORS 1� AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLET5 TO 13E OF GROUNDING TYPE. ALL WFK SHALL BE COORDINATED WITH OTHER TRADE5 TO AVOID INTERFERENCE WITH THE PROGIRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON-5WITCHA5LE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD 51DE OF GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLES IN ALL BEDROOI15 PER 200a NEC. ELECTRICAL LEGEND Q DUPLEX OUTLET - 5PLIT DUPL. OUTLET TOP FLUE 15 'HOT' DUFL. OUTLET ABY. COUNTER HOT. 220Y OUTLET special purpose connection TELEPHONE OUTLET TELEY15I N OUTLET �— SWITCH — 3 -WAY SWITCH —� DIMMER SWITCH —� doorbell push button ceiling mount light fixture round recess light fixture ceiling mount smoke detector pceiling mount CO detector SD -CO emote/carbon monoxide detector combination ^= 4V fluoreacent light strip j exhaust fan flood 110ht O 00 0 0, HOLL=Q LIGHTS KK SECURITY KEY I CEILING FAN PREWIRE DISCONNECT ELEC. METER ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR. MUST VERIFY WIT14 THS SPECIFICATIONS FOR THE TYPE CP FIXTURE TO 5E USED. LIGTHT FIXTURES SHOU.N ARE FOR LOCATION rNRPOSES, — 5T41R5 lBY OTHERS) WHEN SfEli t1'ALL 1.5 USED i F—I ` r I -T— — -- — — 7 111111 1 111111 � 1 111111 i � 1/4' I'-0' WALL MC[ N'r FIXTURE PER 5F IEC /ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoerlgineering.corn i ELFC-TRICAL P/NF=-L SCI-4E=DUL_E - IEO 441P 4.0 01-1'2.09 DESGfi�'IPTION LU u, �' 0 `�:`t {T' u �` �<-•Ci _ 50,918 ;W, �' i[,}�. >I`,t LIGHTS, SMALL APDL. "'�yi�a [=n M++ 09-29-10 D�GP�fF'TION LIVE TOTAL CONNECTION LOAD LE55 A.C. 40,91a (2 ZI z DEMAND ej FIRST 10A00 WATTS AT 100% 10,000 tu_tt� REMAINDER AT 40r/% 12,391 AIR HANDLER 1 10)00 6 60 2 1 2 2 2 30 10 FIRST 3,000 WATTS AT 100;6 5 1 3J0 -- — COND. UNIT REMAINDER AT 35% t FAN REMAINING 9,315 3 IUATTS I AML 32391 135 14,292 60 5 6 RANGE / OVEN I 12 MO 6 50 2 2 40 a 5,000 1 DRYER _ 1 a WATER NEATER 2� 1 4,500 3,315 10 30 '2 9 10 I 15 14 -- �44� 12 GENERAL LIGHTING II 12 1 15 14 1 GENERAL LIGHTING CLOTHES WASHER I 1,200 1,200 12 20 1 13 14 RE:FRIGERATORI 1200 1,200 1? 20 1 15 16 SPACE WASTE P15POSAL I 1200 I,200 12 20 1 11 1& SPACE DISH WASHER I I,200 1,200 12 20 1 19 20 SPACE GARAGE DOOR 1 1,200 1,200 12 20 1 21 22 SPACE SMALL APPLIANCE 3 12 1,500 15W 12 20 1 23 24 SPACE GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE DEDICATED BATH 3 6 (4 l "� 12 20 1 21 2 SPACE DEDICATED EXT. Q 6 4 4 12 20 1 29 30 SPACE GENERAL LIGHTING 12 4 4 14 15 31 32 SPACE v GENERAL LIGHTING 12 O a 14 15 33 34 SPACE GENERAL LIGHTING 11 4 O 14 15 35LID. 36 SPACE GENERAL LIGHTING 11 O O 14 15 31 38 SPACE GENERAL LIGHTING 12 4 4 14 15 39 40 5PACE P�N�L�30Ai D NOT1W8: ID 5,000 WATT HEAT 30 DEDICATED (if.]. CIRCUIT NOT USED 0 1826 5F. x 3 WATT6/5F. = 5,418 LIVE d NEUTRAL NV I k: U HARD WIFE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE SIZES ARE BASE CN AW COPPER (ROMEX) WIRE 3) PANEL SIZE TO BE 200 AMP LAUNDRY ROOMI ORTER VENT DETAIL Di2YER' ENT UP THROUGH ROOF OR FLOOR FFM. IVxl2' OPEN FACE 220 Y 346 BATH OPTIONAL RECESS CAN KITCHEN LAYOUT 1/4' : 1'-0' ELECTRICAL NOTES THE5E DRA;411%6 ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGSIENT OF THE ELECTRICAL UM THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURE5 AND OUTLETS AT JOB 517 BEFORE ROUGHING, THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOP. FIXTURES WITH EQUAL SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL PIVA.C. EQUIPNENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BcrORE ROUGHING -IN, iO PROVIDE POWER AND WIRING CONTROL LAYOUT. ANY DI5CREPANCIES IN THE ACTUAL H.VA.C. LOAD SHALL BE CORRECTED BEFORE ROU54ING-IN. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND CWINANCE5- UN1JE55 OTHEW16E NOTED MINIMUM SIZE WIFE SHALL BE �14 AL6 EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH 'TW' INSULATION FOR SIZE 10 AND SMALLER CONDUCTORS LARGER THAN10 SHALL HAVE 'THW' INSULATION ALL CONDUCTORS 1� AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLET5 TO 13E OF GROUNDING TYPE. ALL WFK SHALL BE COORDINATED WITH OTHER TRADE5 TO AVOID INTERFERENCE WITH THE PROGIRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON-5WITCHA5LE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD 51DE OF GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLES IN ALL BEDROOI15 PER 200a NEC. ELECTRICAL LEGEND Q DUPLEX OUTLET - 5PLIT DUPL. OUTLET TOP FLUE 15 'HOT' DUFL. OUTLET ABY. COUNTER HOT. 220Y OUTLET special purpose connection TELEPHONE OUTLET TELEY15I N OUTLET �— SWITCH — 3 -WAY SWITCH —� DIMMER SWITCH —� doorbell push button ceiling mount light fixture round recess light fixture ceiling mount smoke detector pceiling mount CO detector SD -CO emote/carbon monoxide detector combination ^= 4V fluoreacent light strip j exhaust fan flood 110ht O 00 0 0, HOLL=Q LIGHTS KK SECURITY KEY I CEILING FAN PREWIRE DISCONNECT ELEC. METER ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR. MUST VERIFY WIT14 THS SPECIFICATIONS FOR THE TYPE CP FIXTURE TO 5E USED. LIGTHT FIXTURES SHOU.N ARE FOR LOCATION rNRPOSES, — 5T41R5 lBY OTHERS) WHEN SfEli t1'ALL 1.5 USED i F—I ` r I -T— — -- — — 7 111111 1 111111 � 1 111111 i � 1/4' I'-0' WALL MC[ N'r FIXTURE PER 5F IEC /ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoerlgineering.corn i POWER CALOULATIONS 01-1'2.09 Ln LU 07-14-09 0 LIVE NEUTRAL. TOTAL _ 50,918 it a53 — FEEDER5 NEUTRAL LIGHTS, SMALL APDL. 10-15-09 [=n M++ 09-29-10 Q0 LIVE TOTAL CONNECTION LOAD LE55 A.C. 40,91a LU � Ffu -- z DEMAND ej FIRST 10A00 WATTS AT 100% 10,000 LIVE REMAINDER AT 40r/% 12,391 A.C. LOAD AT 100% 10,000 DEMAND FIRST 3,000 WATTS AT 100;6 3J0 NEUTRAL. REMAINDER AT 35% 1;911 REMAINING 9,315 IUATTS I AML 32391 135 14,292 60 NV I k: U HARD WIFE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE SIZES ARE BASE CN AW COPPER (ROMEX) WIRE 3) PANEL SIZE TO BE 200 AMP LAUNDRY ROOMI ORTER VENT DETAIL Di2YER' ENT UP THROUGH ROOF OR FLOOR FFM. IVxl2' OPEN FACE 220 Y 346 BATH OPTIONAL RECESS CAN KITCHEN LAYOUT 1/4' : 1'-0' ELECTRICAL NOTES THE5E DRA;411%6 ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGSIENT OF THE ELECTRICAL UM THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURE5 AND OUTLETS AT JOB 517 BEFORE ROUGHING, THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOP. FIXTURES WITH EQUAL SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL PIVA.C. EQUIPNENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BcrORE ROUGHING -IN, iO PROVIDE POWER AND WIRING CONTROL LAYOUT. ANY DI5CREPANCIES IN THE ACTUAL H.VA.C. LOAD SHALL BE CORRECTED BEFORE ROU54ING-IN. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND CWINANCE5- UN1JE55 OTHEW16E NOTED MINIMUM SIZE WIFE SHALL BE �14 AL6 EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH 'TW' INSULATION FOR SIZE 10 AND SMALLER CONDUCTORS LARGER THAN10 SHALL HAVE 'THW' INSULATION ALL CONDUCTORS 1� AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLET5 TO 13E OF GROUNDING TYPE. ALL WFK SHALL BE COORDINATED WITH OTHER TRADE5 TO AVOID INTERFERENCE WITH THE PROGIRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON-5WITCHA5LE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD 51DE OF GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLES IN ALL BEDROOI15 PER 200a NEC. ELECTRICAL LEGEND Q DUPLEX OUTLET - 5PLIT DUPL. OUTLET TOP FLUE 15 'HOT' DUFL. OUTLET ABY. COUNTER HOT. 220Y OUTLET special purpose connection TELEPHONE OUTLET TELEY15I N OUTLET �— SWITCH — 3 -WAY SWITCH —� DIMMER SWITCH —� doorbell push button ceiling mount light fixture round recess light fixture ceiling mount smoke detector pceiling mount CO detector SD -CO emote/carbon monoxide detector combination ^= 4V fluoreacent light strip j exhaust fan flood 110ht O 00 0 0, HOLL=Q LIGHTS KK SECURITY KEY I CEILING FAN PREWIRE DISCONNECT ELEC. METER ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR. MUST VERIFY WIT14 THS SPECIFICATIONS FOR THE TYPE CP FIXTURE TO 5E USED. LIGTHT FIXTURES SHOU.N ARE FOR LOCATION rNRPOSES, — 5T41R5 lBY OTHERS) WHEN SfEli t1'ALL 1.5 USED i F—I ` r I -T— — -- — — 7 111111 1 111111 � 1 111111 i � 1/4' I'-0' WALL MC[ N'r FIXTURE PER 5F IEC /ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoerlgineering.corn i 0 01-1'2.09 Ln LU 07-14-09 0 U) �dCA� z2: MD 'T a M w �� 10-1309 ¢ aoo E- 10-15-09 [=n M++ 09-29-10 Q0 11-05-10 <~ ECL VERSION NO. 4.02 / 1 1.05.10 LU � Ffu -- z Q ej to U 015C I V) 0—Z i:E 0 3 w-- —j X �a LTJ C < C}i U N THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER PIE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR IHC SIRUCIURAL PORTION OF THIS DRAWING ONLY.. 2010 LENNAR CORP. THIS PLAN MAY NOi BE REPRODUCED IN ANY MANNER WII HOOT WRITTEN CONSENT FROM LENNAR GORPORATION. 2U I U THESE DRAWINGS AND DESIGNS ARC IHC JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT OIV THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBIIED. REVISION: DATE DESCRIPTION 01-1'2.09 1.00 2007 FBC UPDATES 2.00 2W7 SUPPLE MENT:A5 ED 07-14-09 WIND PRESSURES 4S OPENINGS; REMOVED BATH 42 WINDOW: REVISED ENTRY DR. RECESS 109-1/2 U7 08-09 3.00 ARCH. REVISIONS FOR T F'TI()N PLAN 10-1309 3.01 ELECTRICAL OPTION PLAN 10-15-09 .4.00 SALES OFFICE 09-29-10 4.01 MODIFIED PILLED CELLS 11-05-10 4.02 ELEVAHON UPDATES VERSION NO. 4.02 / 1 1.05.10 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 300907 DATE ISSUED: 12.17.10 BRAWN BY: xx 2EVIEWED BY: XX C�1 r -- r -- Q NO 40'-0' KUUt— r5'—_1v111 FLAW „o / lv I/4' = I'•0' I.16P COWECTIOr15 CONNECTION6 QTY, CONN. CAPACITY FASTENER6F PER CONN, HTA20 1 1615 (10) IOd x 11/2' HTLL120 I 1530 (24) lod x I Irr HTW2o 2 3060 (43) lod x 1 !/2' HIM20 2 2450 (5) I/4'xl 3/4' WEDGE BOLTS s (16) 10dxl 1/2' HOX I 1925 20-16d RTI6 I 1030 'DOUBLE CONNECTORS TO PLACED DIAGONALLY TO EACH OTHER, "DO NOT DRIVE NAIL6 THROUGH THE TRU55 PLATE ON THE OPPO5IE 51DE OF THE TRA55 WHICH COULD FORCE THE PLATE OFF THE TRI155. ROOF FRAMING NOTE: 1. SEE SHEETS CERTAIN TEED RD1.0 & RD1.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS 5EE STRUCTURAL NOTES AND NAILING 6CH£DUL.E FOR 5HEAT14INCa DETAIL TOP CORD 51. OF TRU55£6 a 2'x4' CRO55 BRACE APPROX. S' FROM R 1745TENED AT EACH JOINT UJ/(2)10dx3' FOR FIRST FOUR ROWS OF SHEATHING TYPICAL TOENAIL W/ (2)16d NAILS 45• t GABLE TRU55 ' P.T. SILL: 2'x4' PANEL BLOCKING a 40' O.G. FOR THE FIRST V-0' OF END WALL FROM EA. END TTP. ?OTTOM CORD ATTACHED W/ (2) 16-d TOENAILS \ T I— T F 2'x4' 'T' ONOPff]-�ANEL BOCKING, FAN WITH 10dx3' 9 4' O/C OR 1/2' CEILING DEN5E GYPSUM WALL BOARD FASTENED WITH ed COOLER NAILS OR I 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM C1002 FOR FIRST V-0' FROM END WALL a 4' O/C TYPICAL 5/P>' x IS" "J" BOLT e 32' O.C. MINIMUM 6' FROM PLATE SPLICES W/ 3/1G,'XV, PLACE WASHER 1,15P RTI, OR EQUAL t� EA. OUTLOOKER HTW20 r 2'x4' OUTLOOKEr p 24'0,C, --51NGLE 2'x4' TOP PLATE END NAILi~D LU/ (2) 16d INTO 5TUD5 d (2)1%,d _ TOENAILED INTO GUTL OGK.ER 24'1 AX, L USI' 5P722 CANTILEVERED GABLE END BRACING DETAIL -'L' BRACE TO EXTEND AT LEAST it 90r, OF WEB LENGTH (SE£ TABLE) 2'x4' KNEE WALL W/ STUDS f) 24' O/C 2'x4' DIAGONAL BRACING 0 MID -HEIGHT W/ (2)16d PER CONNECTION PLYWOOD OR 0.513. SHEATHING /- 1/2' GDX PLYWOOD OR l/16' 051;3 EDGES AND 12' O.G. FIELD �;2'x4' CONT. BLOCK ING / W/ (2) Ibd PEG. JOINT -USP HTUJ20 .I 2'x4' CANT. A 24' O/C ! (2)16d -1 I0dx3'w 3' O/C THROUGH CHORD INTO 2'x6' P.T. PLATE CONT. 2'x4' END NAILED W/ (2) 16d a EA. STUD -MOISTURE DAPRIER -ALUMINUM 50FHT USP HTA20 a EA. TRU5S VERT. WEB (24" O/C. MAX.) NOTE : IF EMBEDDED 6TRAP MISSED VERTICAL IJJEB : USE 51MPSON M5TAM36 ON OUTSIDE TRU55 FRAM INET NOTE 5 ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION). CONTACT ENGINEER FOR ALTERNATE CONNrCTIONS PRE—ENGINEERED WOOD TRU5SE5 SPACED V 24 0/C TYPICAL, UNLESS NOTED OTHEIRWISr SEE FL OO R PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION, IF THE CONTFACTOR, TRU55 MANUFACTURER, OR OTHER DE -516N PRCFESSIONALS REV15E THE SHOWN INFORMATION, DAN5C0 ENG NEERING, LLC 15 REOUIR-r! TO R VIEW ALL i INAL CONSTRUCTION DOCUMENTS FOR COMPLIANCfE WITH DBIGN IN'rENT PRIOR TO 'Oi1f 1T�:'_ v1EN1' Or T}.}E PRr)JE�:T, DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com {) [r] v7 [, Z 0 > U ,----- W w B 0 � ry U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMEN T) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.113) WIND ZONE THIS DRAWING AND DESIGN N VALID FOR 12 MONTHS AFTER TFIC DATE IT IS SIGNED. AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP. -THIS PLAN MAY NOT BE ' REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2010 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 01.12-09 I-00 200/FBC UPDATES 01-14-09 WIND PRESSURES U OPENINGS; REMOVED BATH rig WINDOW; 07 -OS 09 ^' • n�vuiurva rVK PTI N AN 10-13-09 3.01 ELECTRICAL OPTION PLAN 10-1509 4.00 SALES OFFICE 09-29-10 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 [] ANDREW D. HAROLD, "'Mi ET TITLE: ROOF FRAMING PLAN "B & C" SHEET INFORMATION: JOB NO.: 300907 DATE ISSUED: 12.17.10 DRAWN BY: xx REVIEWED BY: xx In/(�3 CD CD Ln Lu O�0 � c) 7 Q) k% In I ly QO F4OLi OP rnE 00 Lu w3: z 0 0 {) [r] v7 [, Z 0 > U ,----- W w B 0 � ry U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMEN T) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.113) WIND ZONE THIS DRAWING AND DESIGN N VALID FOR 12 MONTHS AFTER TFIC DATE IT IS SIGNED. AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP. -THIS PLAN MAY NOT BE ' REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2010 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 01.12-09 I-00 200/FBC UPDATES 01-14-09 WIND PRESSURES U OPENINGS; REMOVED BATH rig WINDOW; 07 -OS 09 ^' • n�vuiurva rVK PTI N AN 10-13-09 3.01 ELECTRICAL OPTION PLAN 10-1509 4.00 SALES OFFICE 09-29-10 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 [] ANDREW D. HAROLD, "'Mi ET TITLE: ROOF FRAMING PLAN "B & C" SHEET INFORMATION: JOB NO.: 300907 DATE ISSUED: 12.17.10 DRAWN BY: xx REVIEWED BY: xx In/(�3 F- 1-1 --T T -r— — — — — —1 111111 I IIIII I 111111 I �LENNAR HOMES ,�..,.._._ 1904 - Normandy 1906 SF 3.5 TON 14 SEER LENNOX HEAT PUMP 16 -SUPPLIES 1 -RETURN 4 -PASSOVERS D/ o/ -TTN/V Br: 3-50 C'FIM 1 -50 CFM FL I,��I'll�',�'�II�� N 11 I DAIRNISCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoerigirleedrig.com 0 Ln Ln w �w v 10 0j MPEG I F I OA >-I ONS I. I. GON5TRUGTI0N 2,850 Ksi I. I. I. AGI 318-05 BUILDING CODE REQUIREMENTS FOR STSUGTURAL GoNCRETE G -I -P r3ROUT 3,000 Psi 1. 1.2. AGI 530-05, A5GE 5/TMS 402-05 a AGI 530.1-05, ASCE 6/T,15 602-05 1,11TH SLUMP BETWEEN b" AND 10" AT TIME OF PLAGEMEFIT, SEE 5PEGIFIGATION5 FOR 5PECIFICAiON5 FOR MASONRY STRUCTURES. 4. 2. 4. 1. 1.5. ASTM 0210-04, G476-02, AND Gc10-01 SPECIFICATIONS FOR MASONRY STRUCTURES METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN 1. L 4. NATIONAL OE516N 5PEGIFIGATION5 (ND5) FOR WOOD GON5TRUGTI0N, 2005 EDITION, AND ALL 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR V`IALr_VIAY5 $ DRIVENIA'YS) AGCOMPANYING SUPPLEMENTS. 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 1, -II -IF 1.1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 200-1 EDITION, G0NTRAGTOR5 DISCRETION. (INGLUD015 200ci SUPPLEMENT) CONCRETE PLACEMENT PRACTICES 5HALL BE IN AGGORDANGE W/ ALL "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN 4. �. GONGf<'.ETE MASONP'i 4. 3. I. INSTITUTE OF STEEL CONSTRUCTION, (A15C) cITH EDITION. 4. 5. 2. LOAD BEARING CONGPETE MA50NRY BLOCK SHALL BE A5TM Gci0-01, TYPE II "DESIGN. SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" B'( THE NON -MOISTURE GONTROLL ED. 4. 5. 3. TRUSS PLATE INSTITUTE TPI 1-02. 1.2. DESIGN : THE AGGREGATE 5-FREN(�TH OF THE BLOCK AND MORTAR SHALL BE F'rn = 1,500 P51 I. 2. 1. AGI 50-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. 3. 5. I. 2. 2. AGI 550-05, ASCE 5/TM5 402-05 4 AGI 550.1-05, ASGE 6/TMi5 602-05 GONDUGTED IN AGGORDAHGE WITH THE SPECIFIGATION5 AS STATED. 4. 3. 6• SPECIFICATIONS FGF', r 1ASONR'( 5'rRU.NRES. 4. 3. -1. I. 2. 3. ASTM r..2-10-04 G476-02, AND G110 -0I SPECIFICATIONS FOR MASONR( 5"rRUGTURE5 DIMEN5101`! SPECIFIED ON THE APPFIOVED PLANS FROM -1/4" TO +I/2" PER SECTION 8606.13 I. 2. 4. NATIONAL DE515N SPECIFICATIONS (ND5) FOR I�lOOD GON5TRUCTION, 2005 EDITION, AND ALL 4. 4. I.I. INTERIOR LOAD BEARING WALLS 5PF, fb = 6-15 P51, E = 1200 K5i AGGOMPAN'(I110 SUPPLEMiENTS. ALL EXTERIOR FRAMING SPF, fb = 6-15 P51, E = 1200 K5i C L 7 _. ✓. PLYWOOD DE510-11 SPECIFICATIONS (APA) COEFFICIENT =t0.18) WIND ZONE I. 2. 6. FLORIDA RE5IDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 200-1 EDITION, ALL PLYHOOD U5ED FOR EXTERIOR APPLIGATION5 2010 LENNAR CORP. -THIS PLAN MAY NOT BE (INCL UDING 200111 SUPPLEMENT) 1.5. SHOP DRAM\I I NGS : PROPERTY OF DANSCO ENGINEERING, LLC AND THE I. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE510-N PLANS BY OTHERS IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR DATE DURING THE PREPARATION OF SHOP DRA1`IING5 WITHOUT WRITTEN APPROVAL FROM. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN THE ENGINEER OF RECORD. GONTAGT VIITH GONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 1. 3. 2. ALL SHOP DRA1,41`105 ARE TO BE 5uor-wrTED TO THE ENGINEER OF RECORD PRIOR TO 08.31.10 MiANUFAGTURER 15 TO SuBMirr SHOP DRAWING5 TO THE ENGINEER OF RECORD. -r � ITR T N THE .or�IM1�N.,EM1Errr OF c0r 5 r uc to . DE516N, FAJ3RIGATE AND ERECT HOOD TRUSSES IN AGGORDANGE VIITH THE "DESIGN ALL ROOF AND FLOOR TRU55 SHOP DRAWING5 ARE TO BE SIGNED AND SEALED BY A ANSI/TPI 1-02, BG51 I - 03 FLA. RIEG. PE. AND SHALL INGLUDE : DRAWIMOS AND CALCULATIONS, REACTIONS AND UNTREATED WOOD 5HALL NOT BE IN DIRECT GOHTAGT VIITH CONCRETE. SEAT PLATES VERSION NO. 1.03110.19.10 11 BEARING POINTS, BRAGING REOUiREMENT5, AND CONHEGTIOH5 "To 4. 4, q, ALL EXTERIOR FRAME WALL5 SHALL BE STUCCO FINISH- -1/b" STUGGO FINISH PER SUPPORTING TRU55 MEMBERS. 2. DESIGN LOADS 2. I. DEAD LOADS INSTALLATION OF EXTERIOR. LATHINC-5 .g FRAMINE) SHALL COMPLY TO A5TNG 1063 2. 1. 1. UNIT WEIGHT OF SOIL, GOMPAGTED : 120 PCF 4. 4. 11. 2. 1. 2. UNIT VIEIGH"r OF REINFORGED CONCRETE 150 PGF SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AWPA 1-1 4 2. 1. 5. UNIT 11IEI0FIT OF b" G.M.U. BLOCK : 55 P5F FASTENERS AND TIE PORINS SHALL CONSIST OF BUT ARE NOT LIMITED -TO 2. I. 4. IST FLOOR SUPERIMPOSED LOAD : 20 P5F SKEET INFORMATION: 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALL5: II PSF SQUARE METAL TUBING : ASTM A500 -03a, GRADE B Fy = 46Ksi 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALL5: 12 P5F 2. I. -1. BALCONIES a DECKS 15 PSF SHEET METAL AGGE5SORIE5 SHALL GONFORM TO : Fy = 33K511,11TH (qO 2. I. 8. TILE ROOF 4. 5. 3. NAILS SHALL CONSIST OF : COMiMON l,`IIRE NAILS l, -11TH MINIMUM DIAMETER A5 TOP CHORD : 15 P5F FOLL01,115 : bd = 0.101", loci = 0.14W, 12c1 = 0.148", l6d = 0.162" `1. 5• `1• BOTTOM CHORD 10 PSF 2. 1. 61. SHINGLE ROOF PRIOR To INSTALLATIOR 4. 5. 5. 'FOP CHORD : -1 P5F FOR IN THE PLArd5 ARE A MINIMUM. r' CHORD BOTTOMG > IO P5F ALL FASTENER TIE DOWNS, BEAM HANGER5, .JOLT HArJGERS, AND FLOOR TRUSS 2. 1. 10. FLOOR TRU5SE5 15 2.2. LIVE LOADS : GONGRETE EMBEDDED 'J' B OLT5 USED FOR UPLIFT ARE TO BE VIET SET PRIOR TO 7 _. 2. I. G SIDEWrtiLK AND DRIVEWFiY LOAD : 250 PAF 2. 2. 2. GARA(51! LOADS : 40 PSF GONGRETE EMBEDDED 'TIE DOWN5 USED FOR "TRUSS AND I,IALL UPLIFT ARE TO BE 2. 2. 3. PARTITIONED ROOMS : 40 P5F 4. 6. NI1GF-O-LAr�1 2. 2. 4. BALCONY AND DECKS : 60 P5F MICRO -LAM 5TPE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: 2. 2. 5. 5TAIRHAY5 AND LANDING5: 40 PSF 2. 2. 6. Ft = 1,850 PSI 2. _ . 1. FLOOR TR LOO 055 Fc = 2,-100 (PARALLEL) TOP CHORD MINIMUM : 40 F51F Fv = 285 P51 2. 2. 8. ROOF TRU55 TOP CHORD MINIMUM : 20 P5F BOTTOM CHORD (hJ/O STORAGE) : 10 P5F (NUN -CONCURRENT) 2 3. RAILING LOADS : 2. 3. 1_ ALL RAILING AND GUARD RAIL S'(5TEM'5 ARE TO BE DE5I6NE0 TO viiTH5TAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIREGTION ON THE RAILING. 2. 3. 2. ALL RAILIi`1G AND GUARD RAIL 5Y5TEMI'5 ARE TO BE DESIGNED TO HITH5TAND A HORIZONTAL LOAD OF 50 PLF ON TOE GUARDRAIL. AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTIGALLI' DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. CUARDR.AIL 5Y5TEh1 SHALL BE DE516HED To HITH5TAND 20011b GONGENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2. 5. 4. 2.-:3.1.,23.2 4 2.3.5. ARE NOT REQUIRED TO BE APPLIED 51M1ULTANEOU5L'(, BUT EACH SHALL BE APPLIED TO PRODUGE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2. 4. I^II ND LOADS : 2. 4. I. 1D 1 T E CONDUCTED IN AGGORDANGE WITH SECT. 8301 OF THE FRG Wlr DE51Gr O B 200-1 EDITION (INGLUDING 200cJ SUPPLEMENT), AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "G", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2. 4. 2. NET UPLIFT DEAD LOADS - 10 P5F 5HINGLE, 15 P51F TILE 2. 4. 3. WIND LOAD DETERMINATION BASED ON A5GE -1-05 2.5. DEFLECTIONS : 2. 6. I. FLOOR TRUSSES SHALL LIMIT DEFLEGTION TO 1/360 'TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3_ DESIGN METHOD LOAD >=ACTOR DESIGII 5.1. I. THE LOAD FACTOR DESIGN. METHOD HA5 USED TO DESICS51 GAST-IN-PLACE CONCRETE SLABS AND FOOTING5 5ERVIGE LOAD DESIGN : 3.2. I. "]'FIE SERVICE LOAD DE510-N iIIETHOD WA5 USED TO DESIGN hiA5ONR'( 1,4'ALL5 AND LINTEL5 INTERIOR AND EXTERIOR WOOD FRAMING AND 5HEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT LOAD GOMBINATIONS FOR LPFD DESIGNS 3. 3. I. THE FOLLOWING LOAD COMiBINATIONS WERE DESIGNED FOR TOTAL DL P FLOOR LL P ROOF LL "TOTAL DL .P FLOOR LL + HL "TOTAL DL + WL 3. 5. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE515T THE VIORST LOAD COMiBINATION RESULTING IN THE MAXIMUM STRESSES PLAGED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. DESIGN ASSUMPTIONS 5.4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED GOLUMN5 AND WALL5 UNLESS SHOVIN OTHERHI5E IN THE DESIGN PLANS. 4. MATERIAL-:) 4. 1. RE I NFOF;G I NG 5TEEL 4. I. I. REINFORGING STEEL SHALL BE A5TM A615 -04A GRADE 40, F'y = 40 K51 4. 1.2. LAP SPLICE SHALL BL= AS FOLL01,15: 35 BAR 25", 114 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMEN5101,15 PERTAINING TO THE LOCAiON OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT MIHERE THE COVER DIMENSION i5 SHOHN TO THE FACE OF THE CONCRETE. 4. 1. 4• REINFOR61NG DETAIL DIMEN51ON5 ARE OUT To CUT OF BARS. 4. 1.5. REINFORCING MIEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF "THE REQUIRED YIELD 5 TREN6TfJ OF THE BAR AND ARE TO BE APPROVED B-( THE ENGINEER OF RECORD. 4. 1.6. DE516N COVER REOUIREMENr5 G -I -P CONCRETE FORMED AGAINST EARTH : 5" G -I -P CONCRETE EXPOSED TO EXTERIOR : 2" G -1-P GONCiRETE NOT EXPOSED GROUT FILLED MASONRY . h„ 4. I• 1 MELDED HIRE FABRIG (WWF): ASTM A185-01 4. I. b. DETAIL REINFORGEMENT IN ACCORDANCE VIITH AGI 315-LATE5T EDITION. 4.2. GONG PETE : 4.2. I. GONGRETE TYPE MIN. 2b PAY DESIGN (f'c) MODULES, OF ELASTICITY DE515N (E) G -I -P GONGRETE (NORMAL WEIGHT) 2500 Psi 2,850 Ksi G-141 GONGRETE (NORMAL WEIGHT) HERNIAi`IDO Go. ONLY 3,000 P51 3,122 Ksi G -I -P r3ROUT 3,000 Psi W22 K5i 4. 2. 2. GONGRETE SHALL CONSIST OF I" h1AXIM1Uh1 AGGREGATE GONGRETE MIX WITH SLUMP ENGINEERING, LLC BETI^1EEH 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL Apollo Beach, Florida 33572 CRITERIA. 4. 2. 3• GROUT SHALL GONS15T OF PEA ROCK (3/8" MAXIMUM AC-rGREGATE) GONGRETE MIX i! 1,11TH SLUMP BETWEEN b" AND 10" AT TIME OF PLAGEMEFIT, SEE 5PEGIFIGATION5 FOR ADDITIONAL GRITERIA. 4. 2. 4. GONSTRUGTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN ACCORDANCE VIITH THE 5PEGIFICATION5 A5 STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR V`IALr_VIAY5 $ DRIVENIA'YS) 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 1, -II -IF IN TOP OF 1-1/2" OF 5LAB. FIBER MESH PER DE51r5N MIX MAY BE USED I.L.O. HHF G0NTRAGTOR5 DISCRETION. 4. 2. -1. CONCRETE PLACEMENT PRACTICES 5HALL BE IN AGGORDANGE W/ ALL AGI- MGP 2004 STANDARD5. 4. �. GONGf<'.ETE MASONP'i 4. 3. I. FILLED GEL -5 UI/ (U #5 BAR SHALL ESE LOCATED PER PLAN. 4. 5. 2. LOAD BEARING CONGPETE MA50NRY BLOCK SHALL BE A5TM Gci0-01, TYPE II Z NON -MOISTURE GONTROLL ED. 4. 5. 3. ALL GEL.L5 4 GAVITIES BEI -(>W GRADE WILL BE FILLED 1,1/ GONGRETE IN ALL STEM HALLS. 4. 3. 4. THE AGGREGATE 5-FREN(�TH OF THE BLOCK AND MORTAR SHALL BE F'rn = 1,500 P51 ua z MINIMUM. 4. 3. 5. METHOD OF GONGRETE MA50rIRY PL,F,GEMENT AND CONSTRUCTION SHALL BE ,.�-�pp Q LLJ GONDUGTED IN AGGORDAHGE WITH THE SPECIFIGATION5 AS STATED. 4. 3. 6• MORTAR SHALL BE TYPE- "5" FOR ALL MASONRY GON5TRUrTI0N. 4. 3. -1. MA50NRY ROUGH OPENINC- M1AY VAR'( IN THE GRO55 SECTION DIMENSION OR ELEVATION DIMEN5101`! SPECIFIED ON THE APPFIOVED PLANS FROM -1/4" TO +I/2" PER SECTION 8606.13 4. 4. -_FPUGTUPAL L_UMBEP : 4. 4. I.I. INTERIOR LOAD BEARING WALLS 5PF, fb = 6-15 P51, E = 1200 K5i 2007 FLORIDA RESIDENTIAL BUILDING CODE ALL EXTERIOR FRAMING SPF, fb = 6-15 P51, E = 1200 K5i 4. 4. 1.2. ALL FRAME WALL5 TO BE GONSTRUGTED USI HO SPF , COEFFICIENT =t0.18) WIND ZONE STUD QUALITY OR BETTER 4. 4. 2. ALL PLYHOOD U5ED FOR EXTERIOR APPLIGATION5 2010 LENNAR CORP. -THIS PLAN MAY NOT BE SHALL BE APA RATED SHEATHING EXP I U.N.O. 4, 4. 3. ALL PLYVIOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND PROPERTY OF DANSCO ENGINEERING, LLC AND THE SHEAR. HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR DATE GREATER 5EGTIOH PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN GONTAGT VIITH GONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED Tr USSES ARE GALLED FOR ON THE PLANS THE 08.31.10 MiANUFAGTURER 15 TO SuBMirr SHOP DRAWING5 TO THE ENGINEER OF RECORD. 4. 4. -1. DE516N, FAJ3RIGATE AND ERECT HOOD TRUSSES IN AGGORDANGE VIITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED MOOD TRUSSES" BY THE ANSI/TPI 1-02, BG51 I - 03 4. 4. b. UNTREATED WOOD 5HALL NOT BE IN DIRECT GOHTAGT VIITH CONCRETE. SEAT PLATES VERSION NO. 1.03110.19.10 11 SHALL BE PROVIDED AT BEARING LOCATIONS V111THOUT HOODEN TOP PLATES. 4. 4, q, ALL EXTERIOR FRAME WALL5 SHALL BE STUCCO FINISH- -1/b" STUGGO FINISH PER THUY H. HUYNH, A5TM G. 6126, APPLY 3 LAYERS W/ TOTAL THICKNESS _11b" OVER MiETAL LATH. FIRST IRWIN J. BENSON, 2 LAYERS 3/b" THICK EACH. 3RD LAYER I/b" THICK 4. 4. 10. INSTALLATION OF EXTERIOR. LATHINC-5 .g FRAMINE) SHALL COMPLY TO A5TNG 1063 PER FLORIDA RESIDENTIAL CODE R-103.6.2 4. 4. 11. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVELY TREATED 1,1100D . SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AWPA 1-1 4 4. 5, FA5TLNEF25 AMD TIE DOWNS : ,4. 5, 1, FASTENERS AND TIE PORINS SHALL CONSIST OF BUT ARE NOT LIMITED -TO peO SHAPES, ANGLES, CHANNELS : A51 -hi A36/36M 04 Fy = 36 K51 SKEET INFORMATION: ROUND METAL PIPE : A5TMI A53-02, GRADE B Fy = 35 K5i DATE ISSUED: 02.03.09 SQUARE METAL TUBING : ASTM A500 -03a, GRADE B Fy = 46Ksi REVIEWED BY: TH HIGH 5TRE-NGTH BOLTS : ASTM A325-614 MAGHINE BOLTS : GALVANIZED A5TM A307-03 4. 5. 2- SHEET METAL AGGE5SORIE5 SHALL GONFORM TO : Fy = 33K511,11TH (qO GALVANIZED GOATINC5 IH AGGORDANCE 1 -11TH A5TrM A525-81. 4. 5. 3. NAILS SHALL CONSIST OF : COMiMON l,`IIRE NAILS l, -11TH MINIMUM DIAMETER A5 FOLL01,115 : bd = 0.101", loci = 0.14W, 12c1 = 0.148", l6d = 0.162" `1. 5• `1• ALL FASTENERS AND TIE DOWNS EMBEDDED IN GOHGR.ETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORP--.O51VE GOATING BY MANUFAGTUP.ER PRIOR To INSTALLATIOR 4. 5. 5. ALL FA5TENER5 AND TIE DOHNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLArd5 ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGER5, .JOLT HArJGERS, AND FLOOR TRUSS 5TR,4PPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND SPEGIFIGATION5. 4. 5. -1• GONGRETE EMBEDDED 'J' B OLT5 USED FOR UPLIFT ARE TO BE VIET SET PRIOR TO INI"iAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN AGGORDANGE 1,11111 THE DE51GN PLANS, U.N.O. ALTERNATES TO "2" BOLTS ARE NOTED ON PLANS. 4. 5. b. GONGRETE EMBEDDED 'TIE DOWN5 USED FOR "TRUSS AND I,IALL UPLIFT ARE TO BE PLAGED AROUND EMBEDDED REINFORCING PRIOR TO OR HHILE PLACING GROUT. 4. 6. NI1GF-O-LAr�1 LUNiBEi : 4. 6. I. ' MICRO -LAM 5TPE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,6150 P51 Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,-100 (PARALLEL) 4.-1. STFEL: Fv = 285 P51 4. -1. I. INSTALLATION OF ALL STEEL TO BE PERFORMiED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. -1. 2. FABRICATE AND ERECT ALL STRUCTURAL 5TEEL IN AGGORDANGE WITH A.I.S.G. "SPEGIFIGATION FOR THE DE510N, FADRIGATION, AND ERECTION OF STRUCTURAL 5TEEL- FOR BUILDINr5". STRUGTURAL 5TEEL: A5TMi A5b06M 04. 4.14. STEEL TUBINr7: A5TMI A500 -03a, GRADE 13. 4• -1. 5• I,IELPEP GONIJEGTI0N5: E-10XX ELECTRODES, MINIMUM 51ZE FILLET 1^1ELD5 3/16", AW5 CERTIFIED WELDERS. GERTIFIGATION PAPERS "TO BE SUBMITTED UPON REOUE5T. VIHEPT STEEL BEAMS ARE CONTINUOUS OVER GOLU1,I1,15, PROVIDE I,_IED STIFFENER PLATES ON EACH SIDE- OF THE WEB, OF A THIG1KNE55 EQUAL "r0 BEAMI FLANGE THIGKNE55, LOGATED AT THE CENTER ._INE OF THE TUBE COLUMN. -THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONHEGTION5 OR ELEMENTS ARE Ii`1 PLACE. Bu1LDINCi DAT/-\ WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (1w) _ 1.0 WIND EXPOSURE -- 'C' (FRG 8301) INTERNAL PRESSURE COEFFICIENT= V- 0.15 ENCLOSED BLDG) (COMPONENT AND CLADDING) WORST CASE (10 5F - END ZONE) $ END ZONE IS ONLY WITHIN 15'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 36.3 P5F / - 45.6 PSF (END) UNLESS NOTED ON FLOOR PLANS + 36.3 PSF/ -39.3 PSF (INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (V = 120 MPH) 51NGLE 9x1 +21.6 P5F / -31,2 PSF DOUBLE 16x1 +26,4 PSF / -29.4 PSF S_FRUG-rURAL NO -FES 4. b. 501 L: 4. b. I. THE Foo"nNG IS DESIGNED BASE oN 20oOP5F SOIL BEARING PRESSURE. GONTRACTOR/OWNER SHALL VERIFY SOIL. BEARING PRESSURE OF THE PROPOSED SITE. 4. b. 2. ALL SOIL 15 TO BE GLEAN •1 POISONED FOR TERMITES PER FBG 200-1, RESIDENTIAL 5EGTION5 R520.1, 8520.2, 8520.5, 3 R104. TERMITE Pi?OTEGTION - PLA\NS MUST SPED I FY T-rPE OF TC-Pr/CITE TP EATMENT Soil Ghernical Barrier Method • Other treatrnent - Must specify proposed method and submit documentation, 1-lhich substantiates the proposed method, Is an approved terrnite protection systern or method. IF CHEM I GAL SOIL TERMITE TREATMENT 15 USED 1. FBG 105.11- "A perrnonent sign Plhich Identifle5 the terrnite treatment provider and need for re -Inspection and treatment contract renovic11 shall be provided. 'rhe sign shall be posted near th water heater or, electric panel" 2. Gorlciensate and roof dovin5povt5 shall discharge at least 1'-0" allay From the building side wclll5. 3. Irricicrtion/sprinkler oeterns including all risers and spray heads shall not be Installed brit lin I' -O" of the -building side Pral . 4. FBG R -104 -To provide For Inspection For, terrnite infestation, betl�Icen ['Tall coverincl and final earth {{rade shall not be less than 6 inches. Exception: Paint or decorative cernentit iouz Finish k,-55 than 5/8" thick adhered directly to the foundation wall. 5. 8320.1.1 IF soil treatment Is used For subterranean termite pprevention, the Initial Ghernical soil treatment inside the Foundation perimeter shall be done aFter all excavation, backfilling and cornpaction is cornplete. 6. 8320.1.2 IF soil treotrnent 15 used For subterranean terrnite prevention, soil area disturbed after initial Ghernical soil treatment shall be retreated with a Ghernical soil treotrnent, including spaces boxed or Formed. -1. 8320.1.3 If soil treatrnent 15 u5ed For subterrcincon termite preventlon, space in concrete floors boxed out or Formed For the 5ub5ecLvent installation of plurnbinc{{ traps, droin5 or, any other purpose shall be created by using piastic or metal permanentlq placed "Forrn5 of sufficient depth to eltrhIriate any planned Soil dl5turbanGe after InII;IGI Ghernical soil kreatrnent. 8. R320.14 IF soil treatrnent Is used For 5ubterronean terrnite revention, chemically treated soil shall be protected vi!th r_; rninirnuln 6 rnll vapor, retarder to protect against rainfall dilution. IF ra!nFclll � r 'r occurs F r vapor r r beFore e _ o etarder' placement, retreatment Is r•eculre I. An w r. ' p p L ., y o k, Incivdinc placement. OF reinforcing steel, clone after Ghernical treatment until the concrete Floor 15 poured, s�ull be, clone in such manner cls to ovold penetrating Or, disturbing. treated soil. cf. R320.1.5 IF soil treatment IF, used for subterranean terrnite prevention, concrete overpour or, mortar accumulated along the exterior Foundation perimeter shall be rernoved prior to exterior chernlcol soil treatment, to enhance vertical penetroLion of the chernical5. 10. R320.1.6 IF Soil treatment 15 used for subterranean termlte prevention, chemical soil treatments shall also be applied under all exterior concrete or crcicle vilthln I Foot (305 corn) of the prirnory structure 51deT•.all5. Also, a vertical Ghernical barrier shall'be applied promptly after, con5tructlon 15 completed, Includinq Initial londscopinq and Irrigation/sprinkler Installation. /Nny loll disturbed after the chemical verticcir barrier 15 applied shall be promptly retreated. 11. ROW.]:/ If a register edterrniticide Formulated and registered as a bait system 15 used For - subterranean terrnite prevention, Sections R520.I.Ithroucgh 8310.1.6 do not dpplL{{: hoT,lever, a 5lgned contract clsouring the Inetallation, maintenance and rnonitoring of the bolting 5y5tcm for a minlrnurn of 5 L{cars Frorn the issue of the Gertiflcote of Occuponcy shall beprovided to the building official prior Eo the pouring of the slab, anti the 5y5tern must be Installed prlor to Final building approval. 12. FBG 8320.1 - All buildincgs are required to have pre-con5kructlon treatrnent. I:. 8320.1 Termite Protection. Termite protection shall be proviclecl by registerod terrniticldes, including 5011 applied pe tlGideS, baltinc systems and pesticides applied to wood, or other, o roved methods of terrnite protection labeled -Por use as a preventative treatment to new con5toucLi n. See Section 202, Regi5terecl terrniticlde. Upon completion OF the opp licatlon of the terrnite protective treatment, a Cer•tiflcate of Compliance 5holl be issued to the, building cleportrne-nt byI the licensed pest control corn any that contains the followln stoternent: "The building has received a corn lett- treatrnent For p J 9 J the revention of subterranean termites. Treatment 15 in accordglnce P11th rules c�r1c! laws established by the Florida Department of Agriculture and Consumer Service-,." 14. R320.2 penetration. protective sleeves around piping penetrating concrete slab -on -grade floors 5holl riot be of cellulose -•containing material$. IF 5011 treatrnent 15 used for subterranean terrnite protection, the Sleeve shall have a rnaxirnum wail thickness of 0.010 inch. and be -,eaicd r•rithln the slab using a non-corro,,blo clornpinci device to eliminotethe annular space betr^leen the pipe and the sleeve. no terrnlcide5 Shall be oppned inside the sleeve. 15. R520.5 Gleaning. Cells and cavities In rno5onry{ units and air gaps between brick., stone or rnasonry veneers and the structure shall be cleaned OF all nonpre5ervative treated or nonnaturally durable viood, or other Cellulose-contolning material prior to concrete placernent. 4.0 .3. SOIL 15 TO BE COMPACTED TO 61550 MODIFIED PROCTOR AS DEFINED BY A5-rhi D 155-f-oo NOTE: BORA-FE APPLIED TO ALL FPAME ME-MBEIRS I/`IITHIN 24" A.F.F. 1) METHOD OF rREA•ri-EN-l- SHALL BE APPROVED B'( THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -GOR" PRODUCT METHODS MUST BE DETERMIINED AT PERMIT 5TAGE . 2) PRE5SURE "TREATED LUMBER THAT HA5 BEEN GUT UR DRILLED '['FIAT EXPo5E5 UNTREATED PORTION5 OF L1000 ARE REQUIRED TO BE FIELD "TREATED TO PREVEN'r INSECT J,IFE5TATIoN. NOTE: li IT IS THE GON PAGTORS PESPON518I1_IT'i' TO REVIEW ALL DAWING5 BEFORE GONSTP.IJGTION BEGINS. DANSGO ENGINEEPI.NG, LLG 15 RESPONSIBLE FOP THE STRUGTURAL INTEGPIT`r' OF THIS PPOJEGT ONLY. AN'r D15GPEPANG-r BETWEEN FIELD CONDITIONS, OTI-IEi`: DESIGN PROFESSIONALS' SHOP DRAWING5, GONTPAGTOPS' BUILDING METHODS, AND TI--IESE 510-NED AND SEALED DRAWING -5 r/IU5T BE BROUGHT TO THE ATTENTION OF FLOPIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOWIIENGEMENT OF GONSTRUGTION. AT-fENTION: GHEMIGAL GHAN65E5 IN PRESSURE TREATED WOODS A5 OF DEGEMBEP 31ST, 2003, GHF�OMAF-ED GOPPE}P AF�SENATE (GGA --G) MILL NO LONGEP. BE PP.ODUGED FOR F'E51DENTIAL OP GENEP.AL CONSUMER USE. SEVERAL NEW PF; ESSUP E TF.EATED L\IOOD ALTEF,NATI VES HAVE BEEN CREATED TO REPLAGE GGA -G. MANY OF THE NEW PPE55UR.E TP.EATED l \IOOD5 USE CHEM I GALS THAT ARE GORPOS I VE TO STEEL. IT 15 THE GONTPACTOP'S PE5PONS I B 1 L I TY TO VERIFY THE TYPE OF WOOD TF• EATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT PE515T COR.P05ION. FOP. EXAMPLE, AGO -C,, AC,0-D, CBA -A, OR GA -B F.EGUIPE HOT -DIPPED rALVANIZED OP STAINLESS STEEL FASTENERS. DOT SODIUM BOPATE (5BX) DOES NOT. STRUGTUi ZAP NO F EGIJ I F?,EP SAFETY (5LA_71 N& IN HAZAFF DOU5 LOCA T I ONS 83085 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING 5L.A55 MIRRORS IN HAZARDOU5 I_OCATION5 SUCH AS THOSE INDICATED A5 DEFINED IN SECTION R3045.4 SHALL. PASS TME TEST REQUIREh1ENT5 OF GP5C 16 GFR, PART 120I CRITERIA FOR GATEGORY I OR GATEGORY II AS INDICATED Irl TABLE 8308 EXCEPTIONS: I. POL15FIED L`JIRED GLA55 FOR USE IN FIRE DOOR5 AND OTHER FIRE RE5i5TAHT LOCATIONS SHALL COMPANY WITH ANSI Zci-1.1 2. LOUVERED 1,,IINDOI.15 AND JALOU51E5 SHALL Co1�1PA Fr kI1TPi SECTION R30b.2 R30b.4 HAZARDOUS LOCATIONS. THE FOLt_OVIINv- SHALL BE GONSIDERED 5PEGIFIG HAZARDOUS LOGAFIONS FOR THE PURPOSE OF GLAZING: GLAZING IN 5VIINGING 00OR5 EXCEPT JALOU5IF5 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR A55EMDLIF-S AND PANELS IN 5LIDING AND BIFOLD GLOSET DOOR ASSEMBLIES. 3. GLAZING IN NORM DOORS. 4. GLAZING IN ALL UNFRAMED 5Y•IINGING DOORS. C ✓. JLr ZIr1G I1 DOORS AND ENCLOSURESAOR HOT TUBS, WHIRLi7 OOL�, SAUNAS, STEAM ROOM, BATHTUBS, AND 5HOY`IERS. GLP,ZING IN ANY PART OF A BUILDING MALL ENGL051NG "THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THArl 60 INGHE5 (15241 -IM) MEASURED VERTICALLY ABOVE ANY 5TANDINC, OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT "r0 A DOOR WHERE THE NEAREST VERTICAL EDGE 15 L`11•THIN A 24-INGH(61OMM) ARG OF THE DOOR IN A CLOSED POSITION AND HH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES (15211IMM) ABOVE THE FLOOR OR WALKING 5URPAGE. -I. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE- PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THA"r MEETS ALL OF THE FOLLO'r`11r1G GoNDITl01`I5: -1.1 EXPOSED AREA. OF AN INDIVIDUAL_ PANE GREATEI? 'THAN cJ SOUARE FEET (O.b36 1-12). 1.2 BOTTOM EDGE LE55 THAs! ib INGHE5 (115-1 MM) ABOVE THE FLOOR. -1.3 TOP EDGE GREATER THAN 36 INo'HE5 Milf MIM) ABOVE THE FLOOR. -1.4 ONE OR MORE VIALKING SURFACES 1.11THIN 36 INCHES (c114 MM) HORIZONTALLY OF THE GLAZING. _ b. ALL GLf\ZING IN . r-:AlLlrl6S i.EGARDLESS OF AN AREA OR HEIGhI"f ABOVE 1"IALKING SURFACE. INCLUDED ARE STRUCTURAL BALU5TER PANEL5 AND HONSTi-:UC"rURAL IN FILL -PANELS. 61. GLAZING IN HALL5 AND FENCES ENGLOSING INDOOR AND OU!'DOOR SHIMMING POOLS, HO'r "fU85 AND SPAS 1/'THERE THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INGHE5 (1524 MM ) HORIZOHTAL-L Y OF THE WATER'S EDGE. TH15 SHALL ADPL 'r TO 51NGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO :5TAIRHAYS, LANDIN05, AND RAMP5 HITHIN 36 INCHES (6114 1-11-1) HORIZOI,ITALLY OF A UTALKING SURFACE b`IHEN THE EXPOSED SURFACE of THE GLA55 15 LESS THAM 60 INGHE5 (1524 1-i1"1) ABOVE THE PLANE OF THE ADJACENi• WALKING SURFACE. 11. GLAZING ADJACENT TO 5TAIRHAY5 VIITHIN 60 INGHE5 (1524 MMI) HORIZONTALLY` OF THE BOTTOMi 'TREAD OF A 5TAIRHA`r' IN ANY DIRECTION HHEN' THE EXPOSED SURFACE OF THE GLA55 Ib LESS THAN 60 INGHE5 (1524 MMi) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOVIINC5 PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARIDOUS LOGATI ON5: I. OPENINGS IN DOORS THROUGH HHICH A 5-II`1CHNO MM) SPHERE 15 UNABLE To PASS. 2. r7ECORArIVE GLA55 IN ITEMS I, 6 OR -1. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETI^IEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 50b.4, ITEM 6, IN WALL5 PERPENDICULAR To THE PLANE OF THE DOOR IN A CLOSED P051TION OR VIIHERE ACCESS THROUGIi THE DOOR 15 -TO A GLO5E"r Oro STORF,GE AREA 3 FEET (cJ14 MMU OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY virl-11 5EGTCO J R3o8.4, rrEM -1. 5. GLAZING IN SECTION R508.4, ITEMS -1 AND 10, 1,,lHEN A PROTECTIVE BAR 15 INSTALLED oN THE5E AGCE55IDLE 51DE(5) OF THE CIL AZIHCG 36 INGHE5 -P 2 INCHES (6114 3 MM 51 1-11-1) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WI'TI fSTANDIr1G A HORIZONTAL LOAD OF 50 POUNDS PER LINEAL? FOOT KG/M) HITHOUT CONTACTING, THL_ rv-LA55 AND BE A MINIMUM OF 1 Y2 INGHE5 (3b MM) IN HEIGHT. 6. OUTBOARD PANES IN IN5ULATING GLA55 umiT5 AND OTHER MULTIPLE GLAZED PANELS IN SE(I.rION R308.4, ITEM -1, HHEN THE ! SOTTOM EDGE OF THE 05 LA55 15 25 FEET (7620 MMU OR MORE ABOVE GRADE, A ROOF, WALKING 5URFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.71 1 RAD) OF HORIZONTAL] SURFACE AD-IAGENT TO THE 15LA55 EXTERIOR. -1. LOUVERED HINDOI^15 AND 1ti,LOU5IE5 COMPLYING WITH THE REOUIREMENT5 OF SECTION 8308.2. b. MIRROR5 AND OTHER GLA55 PANELS MOUNTED OR HUNG ON A SUR FADE THAI- PROVIDES A CONTINUOUS BACKING 5UPPORT. 61. SAFETY GLAZING IN 5ECTION 830841, ITEMS 10 AND II 15 NOT REQUIRED WHERE: ci.l THE SIDE OF STAIRWAY, L ANDINF:� OR CAMP HF,5 A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN --FILL- PANEL 5, COMPLYING HITFI THE PREVISIONS OF SECTION 1012 AND 160-1:1 OF -THE FLORIDA BUILDIN<5 CODE, BUILDING; AND r -i.2 THE PLANE OF THE GLA55 15 GF -;EATER -THEN Ica INGHE5 (45-1 MMU FROM THE RAILING. GLA55 BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FPC / FBC A) r O ER SILL AREA WITH A HEAVY COAT OF A� PHALI r1 U 51ON. AL LOU EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOUDER COURSE OF BL CCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/13" PLUS OR MINUS 1/5°. ALL MORTAR JOINTS MUST PE FULL- AND NOT FURROWED. ALL MORTAR SHALL_ BE TYPE "S° OR "N STEEL TOOLS MUST NOT BE USED To TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REAL I(.-aN, 'TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID C-ILASS BLOCK IT MAY PE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOUDER COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. rc ) INSTALL PANEL R�INFO IN .i IN EVERY OTHER MORTAR PED HORIZONTALLY AND 1 JOINTo IMMEDIATELY ABOVE AND BELOIU ALL OPENINGS WITHIN PANELS, (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAME35 AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LE55 THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENC-.TH. DO NOT 5RIDGE EXPANSION JOINTS WITH REINFORGINCr. INSTALL REINFORCING ,4S FOLLOWS: PLACE LOUDER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCINC-1 WITH UPPER. HALF OF MORTAR PED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR PED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO Nor FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR 15 STILL PLASTIC AND BEFORE FINAL_ SET, AT THIS TIME RAKE OI -IT ALL .SPACES REQUIRING SEALANT To A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND UJIPF DRY. TOOL JOINTS SMOOTH AND CONCAVE, PEFORE MORTAR TAKES FINAL SET. (REMOVE UIEDGE5 FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH NOF-ITAR,) U AFTER FINAL �ORTh? SET (AFRO� . 14 HOURS), INFTALL P^CKINCTIC;TL f pTr TUrGN I 1 GL ASS 5LOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECES5E5 IN ACCORDANCE WITH THE MANUFACTURERS APPLICATION MANUAL AND INSTRUCTIO)t,6, K) A MAXIMU'ri OF 60 SQUARE FEET OF CLASS FLOCK HAY BE INSTALLED IN ANY OPENING. FOR WIND 6Pr7ED8 UP TO 110 MPH,, PER PIT'T,5_RURr. CORNINC-i RECOMMENDATIONS FOR INSTALLATION OF GL A55 BLOCK. 20,_ PANEL ANCHOR, - \ @a. T`'ANEL f� E INFO G INOi C I/ ___T_ EXPANSION STRIP 1/4" EXPANSION 5OLT (2 F'ER. ANGHOTR) EXPANSION STRIP AL ANT �" MIN. LAP 5F -LIGE LU/ RE I NFORC I Nr PANEL - - - NOTE: SEE (-;TLA55 5LOCK -SEALANT INSTALLA'TION NOTES. GLASS BLOCK DET ,IL *010 mph FASTEST WIND = 130 mph, 3 SFC. GUST. FRG TABLE R301.213) '(110 mph FASTEST WIND = 130 mph, 3 5EC. GUST. FEC; TA13LE 1606.1.6.1) I I�1 I ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.corn i! 0 0 Ln LL Z O O > m "D acawdq- a. cm rV �00 0 °O U 0.' U0 CIS' -1 Q F- CL 00 Z � � oil LLD Mw Z 0 0 U t j ua z r O U ,.�-�pp Q LLJ 2 z O n U Z CL• iO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, rflE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING' 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. OUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR [HE SIRUCTURAL PORTION Or THIS DRAWING ONLY. 2010 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2010-1HESE DRAWINGS AND DESIGNS ARE TIE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISiON: DATE DESCRIPTION 02-03-09 1.00 2007 FBC UPDATES & REVISED DETAILS Q/ 3, CC/S3 & K/S3 FOR WALL OFF SET 2" FROM Su 10-20-09 1.01 REVISED DETAIL KA3 08.31.10 1.02 Gr40 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 I VERSION NO. 1.03110.19.10 11 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #3424.5 THUY H. HUYNH, P.E. #60122 b0 22 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. ff �1, :5 N /r 2 . •• STATE: : OF �4/y4 •• `�• VV �. sN peO STRUCTURAL NOTES SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH SN 1z // 7 /l .f.) 4 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com a 0 CD U0 Lu I— O Ln r, a�c9,w zLu J O cD GGYlkDIT CL M I 00 Z m Q 0 L—,] 00 Q� 0n f0 T T Q) p00 Z EE W ru Z 0 �O W V) LTJ Z O F -- In W 6L Z 0 ❑ U Q- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC, GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING ANU UESION 6S VALID FOR 12MONIHS AFTER THE DAIS If IS SIGNED AND SEALED. SIGNED AND SEALED fOR 1HCSIRIICIURAL PORTION OF IRIS DRAWING ONLY. 2010 LENNAR CORP: IHIS PLANMAY NOr 8C REPRODUCED IN ANY MANNER WIIHOUT WRITIEN CONSLNT rROM LENNAR CORPORATION. 2010 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. (+ REVISION: DATE DESCRIPTION 02_03_09 1.00 2007 F8C UPDATES & REVISED DETAILS C/S3, CC/S] & K/S3 FOR WALL OFF SEr 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/53 08.31.10 1.02 Cr40 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 /10,19.10 CA 25948 F1 SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, TTHUY P.E. #60122 F� IRWIN J. BENSON, P.E. #49758 F] ANDREW D. HAROLD, IR`L: >k PRO * v -o • ; �z Q •, <C/ ee �sFs" ••�..•.• r? ee **i, `S/n Af At e }�G� 7ee` ##Its ,AAafiufl�l.— TITLE: : STRUCTURAL_ NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH C�1 r-- O 1-0 11-0 CK ,2//-7/( .0 (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 INSULATION REQUIREMENTS (2) LAYERS UNDERLATI-1ENT FOR ROOF PITCH <4:12_ 12 PRE ENGINEERED WOOD TRU55 a 24' O.C. UAO. LGGAT 10 1\1 - P. -VALUE> / YPE HURRICANE ANCHOR � EACH TRUSS EXT GONG Wr\LL R-�1.I HIOH PERM (TYP.) VARIES (5EE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS EXT Fr:A,ME 2 x 4 - MOISTURE 5ARRIER P-II/R-0 KRAFT FACED INSULATI N B - R00F COVERING EXT FRAME 2 X 6 R -I q KF -'.AFT FAGED r TRU5S BOTTOM CHORD OR 2x4 BLOGKWG TO- 7/IG ° 0.5.8. MIN. SEE ROOF NAILING 5/,5;'"OR 1/2 HI -;H STRENGTH (UN.O.) LU/ 2-16d TOS NAILS EACH ENP SCHEDULE ON 5HT, 9N1GGNDITIGNED CEILING -:�O LOI�IN-Ill (OR `'/a° GYP. TYPE "X" la C-rARAGE r - ELEV. VARIES (INSTALL BAFFELS AT SAVE) W/A HABITABLE ROOM ABOVE) r ' SEE UPLIFT 5CHFDULE FOR UPLIFT _ - -_-- -- -- -- CONNEGTION5. PROVIDE (1) USP HTW2.0 WHEN �AR��E SEPAR/�TION - - TRUSS ALIGNED WITH STUD BELOW ALUMINUM >?-11/-13 KR/�FT FADED S.F.F. DOU5LE __-.__ �__, _ __ 5/8" 0R I/2° HIGH ``�- '.� - �- `---� (r / P.A<-)E / L I V I NG) TOP PLATE J Ill °OR 518° I�11C3H 5T ?ENGT�1 - \- ? r I.l aS 1301 TOI'i CHORD OR 2.:4 C�1.00KING STRENCDT11 CEILING DRIP ED< ��: BOARD(U.NO.) (OF; 5/8" GYP, TYPE " f IU/ 2-I�d 'f0'` NAILS a EACH END 50ARD PER CODE (OR ALUI UNUM -FASCIA 8"x8"x16''' NOMINAL BLOCK WITH USP SFT24 �-2"x S.P.1 . (OR EG2UAU STUDS 1G�' OG. UN.O. X " , G A�_ , " " ! 3/8" MORTAR BETWEEN COURSES CONNECTOR � ROOM OVr �fA HAc'ITA 31_E A, 5/8 GYP. TYPE X � GARAGE W/A HABITABLE 12 U} O 2x SUF FASCIA > ROOM Al30VE) " �° � " r". � � I 5.P'.F. DOUBLE TOP 1='L_ATI'=- / -`SEE UPLIFT S<'NEDUi�r i=OR UPLIFI- 2 VENTILATED 1/' CDX PLYWOOD OR VI6 0.5.5_- �(1) ROU) 2x BLOCK NID HGT. FOR WALL � � - I II II II II CONNECTIONS. Pr'�'OVIDE (l) USP HTUJ20 WHEN W/DRYWALL SCREWS a 7" I u II II II SHEATHING REU'D. FOR ALL - PGT, < 8' 6". (2) ROWS 2x BLOCKING 3rd `- SOFFIT USP •�PT24 CONNLGT(>R'- �" rRllSS ALIGNED WITH STUD BELOW O.G. CEILING 4 8 O.C. L====_____JI -- ___ ---- --- - ----- 1L__== ------ h_ r -,r----'-- r=--- ,�------1r--------,---- EXTERIOR OR SNEAK WALLS AS PTS FOR WALL H��T. > 8''�'. WALLS 1/2" Gf�_ U.B. �1N. ^J C<RAGE JIDE r � 8n Y ' PLAN. -� -' KNOCK-OUTINDICATED ON THE ATTACH< BLOCK W/ 1�5 CONT. I u e II II a 5HEATHING W/ 8d COMMON NAILS i< SEE THIS SNT FOP INSULATION CNA!?T APPLICAI SLE 2"x 5.P.F. (0R D 2UAL) STUDS c0 16" O.C. U.N.O. SEE THIS SHT FO . I n u II a �` IN'2ULATION CHART FILLED SOLID ___--- __ ----J�---------�---------JL---- 4" Or, a 5OUNDARIES, (v" Or. a ,• �-----------,�-----,T--------------,I-----------,T---- �- ll) fROUJ 'lx BLOCKING � MID HG�i. Fad: r: lU/GROI.lT 8x4 x16 NOMINAL I u u u u ------ 3/8 MORTAR BETWEEN EDGER, AND 12" O.G. a FIELD \ -USP 5PT22 DONNE GTOiz WALL HGT. 81- "^ (2_) ROWS 2x�iDLoCKINCs ' -��-5✓E TNfS"SNT f=0 INSULATION CHART Ix2 F.T. NORIZONTA " I II II a II NAILER 8" C.M.U. T-T'FICAL BLOCK WITH �/8 5/8'� x 1011 'J1' 5OLT � 3rd PTS FOR WALL I1CT. " d' -a - � - -5/c3 ,� x 10' J BOLT @ 24' O.C. Wl 2°d" x Y II Il II i I I B O _ _ SLA B_ GIS. ;3 t_ JL 1L:L _ J� = 2 }'' O.G. W/ 211�7x3/I�" 2x P.T. BOTTOM i�LATE USP 5f'T22 C;, > 4NEr-Tor 3/I�" PLATE WASH=�'. (TYP_) ---- - -iF'=--------ter- -Tr-- ---�r-=-�----- 11 rJ /- � .-__ -.1 Y- MORTAR BETWEEN i ii - - u u -,/� u STD. 90°NOOK (SEE DETAIL) COURSES CUT TO I e u II n , e PLATE lUASHER (TYP) , _ 6 x WI.4 x WI.� 2x P.T. �O'rToi 1 PLATE -__- TYPE "S:' MORTAR I u u u u � a 2„ � 2'- � G SLOPE. I 11 u u T cTl II ELEV. 0'-®" IUl1 F OR FIP>ERI�IESH Y a x � WIA x 101.4 WWF OF FIBERMESH L._ __ -_ L_ _------- __-_,/'�____ 3 I/2 MIN. r_--__� - --�r--lr-------_-- _ _ . ---- 3 I/2" MIN. �. SEE THIS 5HT FOR I II - -- II II AFF. -- INSULATION CHART ELEV. -0 -4 1/2'' �- ------ _��-----J�----- -- Z1. JF -i 'RCHITECTURAL ELEV, -0'-31/2' 1- - -- -_ - D."4 4 ------ I/2"(min.) TO 4 Ix2 PT WD FURRING 24" O.C. ] • .. L, �\ L - P °D' : \ \\ P a A.F.F. 0 -� \ /-%�_ n ��\/ �\ n m \ \ 2x4 CONT'. u 3 I/2`(min.) - 4°< /� J° / / 3 1/2' rnin'�j\T�`)\- j\� \\ T \ \\ 1/2' GYPSUM WALL BOARD U.N.O \\\ �__ (1) $5 VERT. IN FILL .I °... a �, // \X Crt T. .. DELLS (5EE ,�`,R,�GD;� E EPTH Yfi- IE(2) � CON(2) ; S � � /r�--5 CONT' FOUNDATION PLAN 4" g" 41 }, 1' 41' 1x4 P.T. ABASE NAILER D l - r FOR LOCATIONS) -,- T-rFICAL E3EA>'1r1� URAL! STET A1_.TE N r ► ��,i__ �A ►��1 4'x4' INSPECTION SCALE• 3/41-1'-0 - >~ � t- ` T AT EACH � A A� �-.A5 AT 5TEF 5 5�J WALL L�� Ir 1> WALL �_ MIN- 2500 PSI GOND. aLA� � POP, � T � - - - - � - � J �' .._,.� MIN PSI MAY VARY PER FILLED CELT" SCALI=: 3/4'=I 0 � r� -- SrAI �: �/4" =1' -�D' MUNICIPALITY. TYPICAL 1153 Lu CONCRETE SLAB UJ/ &X& �11- NOTE: EXTEND WI.4XWI.4 WU)F OR `FlBEIRMESN" \ c DECO FINISH 4° to ry J 6" BELOW GRADE 1/2" OR 7/Ira' 055 MIN. PLYWOOD SHEATHING P ° L .• p•D '� NAILED W/ Sd COMMON NAILS 0 4' O/C w\ I 2x 5.P.F. STIJD5 @ 16" O.G. BOUNDARIES, 6' O/C EDGES, AND 12" O/C FIELD. D 1 2x STUD SHEAR WALL REQUIRES 2x E3LOCKING a 5EAM5. - \c- 6 MIL VAPOR /'' J -Z LOAD BE RIN6 OR T f I (U ROW 2x BLOCKING a MID // o- \\ I i 8" G.M.U. (2) ROWS OF 2x BLOCKING a v 2x 5TUD5 0 16' 0/C \� R r Y BARRIER �.p f\ EXTERIOR MALL ® / _ __--- HC -TT. Fol, IUALL HGT. ° 8 -a . / . ..p / _ THIRD POINTS / \ \ > -E T46 SNT FOR INSULATION (--HART NOTE: � ^ r -r- � '' '` '' �`✓(2) r�.OLUS 2x BLOCKING w 3rd COMP. SOIL. IGOMP.CT D /\ �� " P.T.% �' �,�<, oL1 .�rGT'ION C/�3 FOR , ° TO 95% MODIFIED / / \\/\ _ I I - I x F STUD r - PTS FOR WALL { IC1T. > 8 -a . \ �- 5EE TI -415 SNT FOR INSULATION CHART l/8 STUCCO FINISH PER AS"fl'1 G, 926 ADDITIONAL IN,=01,t iAT1011 PROCTOR ASTM D1551) `\ '\\ \ 5EE GG/53 OR S #5 VERT. IN FILLED DELL APPLY 3 LAYERS W/ TOTAL THICKNE55 - 1/211 GYP. WB (MIN,) 0 GARAGE 6/53 FOR ANGHOR r 1/8' OVER METAL LATH. FIRST 2 LAYERS CONTINUOUS TO FOOTER BELOW 90"'HOOK DETAIL SIDE IF APPLICABLE. � I y �/p711x611 11 I11 BOLTS � " � 1 � � • I � I USP SP'1.22 GONNEGTUR 5/8' x 10" "J" BOLT v 24" O/C W/ 2 OX / 3/8' THICK EACH. 3RD LAYER I/r' HICK. '� <.O. E3LO(--C (2) REBAR CONT. ON BOLT INFO. _L E30LT @ 24 O.G. VERT. 5/i3"v I ANSION BOLT X24 '0.(-, 3' CHAIRS TYP. UN.O. 411 11.4" 5TD. 90°HOOK \ OR 5/8" x 6" EPDX'( 3/16" PLATE WASHER TYPICAL f I EA, STUD A ; -' � !SP 5PT22 2x P,T, PLATE TE - U1/ i El iBUI TENT (MIN. ,� {EAR (SEE DETAIL) \ BOLT '` _1 r 35000, MIN. TEN510N 2600>#) CUSP 5PT22 "fYP, �� I MIN. 2500 PSI CONCRETE i 2X P.T. PLATE 2�" MIN, LAP is r 'I SPA CE ANCr40R 5OLT8 � SLAB W/ 6 x 6 REINFORGIi1G ro° MAX FROM END OF - 6 x o UJI.4 x W1.4 r`i�IGA� �A�L S G�ION \\ \� �+ 2x P:r. PLATE WI.A x WIA //--WEEP SCREED - - - �. � �� BAR - -- G 2" x PLATE UJIUr OR FIBERI ICSH <r 1 _ r C _X�x x�==?, ;c��.�.1� It..•.� 1 UAF OR 15ERMESH / INSTALLED PER MANUF. SCALE- 3/4" = 11_011 I ASSUMED _ '* 43 OE: tip} REINFORGING BARD \. - �Ap y= ��I.�i T.7 FINISHED (-:;FADE7=71X-- ° #4 - F SPLICE .6pFINISHNONO 2 \ 25"-1N. LAP . FOOTIIrMO0 SHOWN = =Q FOR GLARIT( ��` P p c� MIL /APOR BARRIER /, \ p o\ ° \ \T � •-= --; - \// ° \ \ - #5 REINFORGIN6 BAR R I -I/8ul Pp. . p° \//\//\`//\/\, z ! / P \��\/ `' �5 LAP SPLIG1= �\ a> (2) `15 CONT. NOTE: / / / \ \ • /\ \ \ ,"FOR BEARING VIALL ��j\\�\\/\\ `=' COMP, SOIL, (COMPACTED T \/ ° /° ° / \ \ ON 3" CHAIRS �,� / 9h" MIN. LAP �-�"T�,`��x (TYr'.) 3° 1'-41 8" /-BLOCK U1ALL BEYOND rU UPLIFT ONL'i 95ia MODIFIED PROCTOR ASTM / \\/�\\/ //\ __ �� 1011 - - \\ 4 I 4" 46 REINFORGIN6 BAR STD. 9O°N00% PAVER 13 0. D. REGE55 �r \ �\ �\ / -- ; ^� ATF 5FL I GE f, TYPIC AL iNTERIOR, �RAi �JA1�L TO .r t.� . LUA�_l� ��r� <TI ON T`�` I A� EXTERIOR r Al1'� WALL 1= T1�1 _ � D T,AII BEARING WALL W/ UPLIFT 3 , - SEE T'�P. WALL SECTION FOR, 5 ;ALE: 3/411=I'-01' \ SECTIO SCALE: 3/4" = I'-0" `- --- - \ f ADDI-rl0!�IAL SLAB INFORMATION. '�� SEE TYP. WALL N FOR GALE: 1`l.-r..�. ��, ADDITIONAL SLA5 INFORMATION. \D =1 1 I : , � I=1 I =1 I I� ' •. . �a� $- }ISI -� I I I-�I Ik 1 � • ,._.. _-____•_ _.._.� _.._____-__..�.� - - ---- _ - - - - - ---- -- - -- n 1- 0 x 6 W1.4 x WL4 WU.F OR FIE3EPME5H 3 1/2"Cm.inJ- 4-� -III-I I , -III-I I ° �� •. 1=1 11= _ _ _ _ d ��l - li III ,. - S>✓;= A/53 OR` ,J/5(9 FOR 3" MIN. CLEAR ANCE REIt`1F. INF=O./\\ 1'-4.11 0 5T RY) \ x 1' 8" C2 ST RY) •MIN.4` all :21,._.A�.-.�' F�,:'FCF=55 `__- 6'(P. BD. - �,' -- _ = 1= SEE TYP. 1,-lALL SEGTI ON FOR 5GALE: N: ES. �� P.T. 2x - •� yr I� I �� -�i-� 1 � I � <I � �� D � � � � »�E'_ 1101-D G'(P. BD. � ADDITIONAL INFORMATION. --�/ � -- II - - � �� - S�rfiLE: 3/4"=1'-r0° (I) ROW 2x BLOCKING a MID �/ 1/2 FROM 1 SLAB S3 HGT. FOR WALL HGT. s 8'-6 ` U (2) ROWS 2x BLOCKING 3rd �\O-O__� CONT. BEAD SEALANL C PTS FOR WALL HGT. > V-6". �� ----2X STUDS 21}° O.(.;, U,N.O. �-B_OGK WALL EE1'OND ISI ��IOI� - ° EXPANSION JOINT °�� . 3 I/211 � r k I/2 GYP. WB (MIN.) a GARAGE SIDE z a a C C MASONRY WALL AND '' A '11 - 13 5ARAOE L �_ _ _-� M/-\50NRY WALL AND `F IF APPLICABLE. r - O.H.D. RECESS PAD FOOTING _ - --, 3/4" REGE55 FORJ 6 x 6 W1.4 x WIA cv �, N �> Pf\D FOO'rIN6 c " � C �, [ ° � �' , �� r � 1211 6 f PSUM WA OARD U.N.O. " � -� //^^ / WWF OR FIBERME5H 2x P.T. PLATE 1/4 DIA. X 3 1/4" TAPCON� 2 4 �,, GOMGRE-rE NAILS V1 I I/-1- / LLB 8 MASONRY W/�,LL- IJ,D. (U.N.O.) - II . S II Ae rn O/C 4 a 6 MAX FROM END OF 2 x - - EME3EDMENT @ 12" O.G. Y!/ DR'(WALL G.EWS c� O.G. _ EXTEND FILL CELIAC ° �- l2) �'� CONT. ON 3' PLATS r <�, a; STAGGERED, FROM BOTTOI-1 � `~--5EE TfI15 SHEET FOR INSULATION (,HART TO FOUNDATION PAD � �t ^1C`Y ;1----' 75- - .- h x o W1.4 x 11)1.4 l ' •'..... ' . : ' - = j - 7 CHAIRS (TY ° WWF 0R FIBERMESI4 "' //' / . � .: ,�. ``_ ' / �r �., PL�� I"E TO GOEIG2ETE �, GOiIT. FOOTIhdr rEEL- MAT REINFaRGIN6. �, - - -°- - / IMIN. SHEAR 1850# MIN. GOVT. BEAD SEALANT \ r, . \\ \\ \ . \ /- - -- - ---- v! - /\ ° TENSION 1201t CONGRETE SLAB- �t 1 Q ` Q 4 ' _' ) x 6 1^11.4 x - / \\\ \ :.,. ' . = = WWF oR F1BER,t ICSH = _� - / 7 \ \/\/\ \ Jr- // -- ill Q - \� SEE A/53 / \ //. / Lil 6 MIL VAPOR -� \� \ \� \� \�/\�/\�r��/��i IL --/� �� t1 q SEE A/53 FOR r r\\ r\ i X,/////////\ OR J/5� 3" MIN. CLEARANCE BARRIER //� /� /�//\\//,\/' �� \//�//�//�///� //\�/�a0TIN6 R INF. INFO. 4' I 4 ° Y FOP, REINF. \ \y� BEYOND U E 1 � 1 8 I -4 8 INFO. I'-4" (1 5T RY) PAD REINFORGEMEN'� \\//\\/\\/� 3"j-11 \ SEE TYP. MALL SECTION FOR � r - _ 1' �1� C� STORY) 41 4 (SEE CGI-IEDULE) 3" MIN. GLEA,RAh ICE TYr IG A�. INT -RICA Al f N< -� Foo rlNr �u1UT� ADDITIONAL SLAE3 INF=ORMATION. � = r- � � - �. _ �� SEE 5GNEDULE WALL ll�/c�UT UPLIFT (- ( \ �- - J INTER R IBJ 1_1_.. SL.A STEP 1�,�.�1�1®�_ F<. SLAC ,Ti��.L�. t�f �� COLUMN I /� �I „ SEE TYF=- WALL SECTION FOR SCALE: N.T.S. �3 SEE TYP. HALL SEGTION FOR - �- 5GALE 3/4"=1'-O" PATIO ��}��Ir`4 ��, [DETAIL � I �l SEE TYP. 1^IALL SECTION FOR �c_.•AL1=: 3/4`=1'-0" � �3 _.a ADDITIONAL INFORMATION. ADDITIONAL SLAE3 INFORMATION. � C5(/ALE: N.T.5. ,z / SCALE: 5/4"=I'-0'l�"�,�✓ ADDITIONAL SLAB INFORMATION. SEE T'(P'. I^1ALL SECTION FOR ADDITIONAL INF(-_�Pf-1ATION. 110 Im SCO ENGINEERING, L�.0 P.U. BUX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.damcoengineering.corn a 0 CD Ln Lu z F - Y� 0 H (n Q> Q J '0 J GO M <vi Q W z L ;= Ute G C) 0 IV)- LLI c i L>I I Z O W p z l . Q 0 U Z n- V) TO THE BES( OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2007 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "•C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS 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. 2010 LENNAR CORP: THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 U -THESE DRAWINGS. AND DESIGNS ARE THE JOINT PROPERIY OF DANSCO ENGINEERING, LLC AND ]HE CLIENI ON IHIS PROJECT. ANY REPRODUCTION OR UNAUTHUKICEU USE IS PROHIUIICD. REVISION: DATE DESCRIPTION 02-03-07 1.00 2W7 NBC UPDATES & REVISED DE(AILS C/53, CC/S3 & K/S3 FOR WALL OFF SEr 2' FROM STEP 10-20-09 1.01 REVISED UETAIL K/33 US.31.1C) LUZ Gr4l1SIEEL 10.1 9.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P. E. #34245 rHUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 [I ANDREW D. HAROLD, P.F� Ei�ir�I�STrra°a. • p • N� L • a 0 • v 411 SFIEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S3 1.2 C7 to 1/2" MINIMUM CEMENT FINISH \ STANDARD 3' DIA. TEE -\ THREADED 3" DIA, EXTENSION SCREW OFF CAP (3" _ DIA.) FOR CLEAN-OUT MIN. EXTEN5ION FROM EXTERIOR FADE OF BLOCK WALL 15 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FAGE OF 3LOGK WALL 15 2 1/4" VENT OR 2ND FLOOR TYPICAL G.M.U. WALL 3/4' FURRING 5TRIF5 -1/2 " GYPSUM 50ARD W/ DRYWALL. 5G REW5 a" O.C. OF, 4d DRYWALL NAILS TO DRAIN WALL CLEAN-OUT '4 SGALE: N.T.O. C��I REFER TO WINDOW PRODUCT APPROVAL 5HEET5 FOR INSTALLATION INFORMATION BY MANUFACTURER. T',T F1 AL. SECT10N Tk4R,U UJINC)0UJ J4 (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12, 12 PRE-ENGINEERED WOOD TRUSSES a 24' O/C (Tl l"F) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 112 TOP PLATE 7 2x S.P.F. STUDS a 16` O.C. CRICKET AS REQUIRED USP 5PT24 EA, STUD / l j � 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRU55ES WITH ad COMMON -BLOCKING WIRE NAILS a 4" O/C BOUNDARIES o" O/C EDGES 4 a' O/C FIELD 1 1 USP SFT22 a EA. STUD - - 2x P.T, PLATE ROOF TRU55 5/a' x 10' 'J' BOLT a 24' O/C- MAX W/ a' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8'X8'xl6° K.O. BLOCK W/ 1 "5 C MOISTURE BARRIER AND FILLED SOLID W/GROUT I "5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL BELOW SEAT FOR BLOCK 15 POURED IN PLACE CONCRETE - GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE VERTICAL JAN 5/0"DIA, x a" J -BOLTS AT o-3/4", 41-3/4', 11", AND 910-3/a" ABOVE GARAGE FLOOR. ALL J -DOLTS WILL BE IN FILLED CELLS (2,000 P51 MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK; (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6F ��•d �/I\ I rri��l w. W/MOUNTING ANGLE ,TOP tARAGE >OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. KNOCK -our Norc+-I LINTEL IUI;E)PE iREOU1RED- BLOCK U/ (U FOR CONCRETE r'LA -EMENT / 1@ FiLL LINTEL AND ,ALL CIEL.1"5 A30VE LINTEL, NOTE: FOR SEAM DEPTH >22", PROVIDE A 4' x 4" INSPECTION POR"T 'a EACH VERTICAL REE34R 4 DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL RE.INFORCEI-IFNT HAS BEEN PLACED PR OPERL 1. 3 O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, 4 OPENING 7 LESS THAN OR EQUAL TO O'-0" IN WIDTH [:)0 NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR FLAN. SCALE: N.T.S. g° j - SOLI REA5 ARE ❑ -- -�❑� SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ SAW CUT TO 10 1/2° SAI'J CUT TO 10 1/2" ❑ I FULL SxSxlo BLOCK WALL �,� IL_ll �} _ DOOR OPENING DOOR OPENING m i. DOOR OPENING --C}, EXTERIOR ❑_ ❑ WALL ❑ ❑ ❑ -- ❑ --------X1____2 --- ❑ __-- 15T COARSE 2ND COARSE 3RD COARSE MA50N TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, LA"T OUT SCALE: N.T.S. 4 TRU55 i�OTTOM CHORD OR 2x4 BLOCKING W/ 2-I6d TOE NAILS a EACH END ,11 2x TOP PLATE -2 I6d NAILS '^" Oc DOUBLE 2x TOP PL -ATS _4 OR 2x CRIPPLES 'uT 16' O.G. EQUAL TO TRUSS BOTTOM - CHORD OR BLOCKING 2x BLOCKING a EACH END lU/ IOd 2x STUD v 24' a 4' O.G. FROM EACH HEADER O.C. MAX, PROVIDE PAR NAILS OR FACE To BLOCKING 2x P.T. PLATE EQUAL. a 12' O.C.- -`(2) 2x HEADER SEE A/53 FOR STAGGERED FROM 50T. APEPPLAN REINF. INFO, PLATE TO CONCRETE VARIES \_2x BOTTOM PLATE W/ (1) iod a" T p. O.C. TO EACH HEADER FACE T¢ > I AL iNTERI0fi NON - 2 x Q (t-JINJ PEAT -IE DEARINC-i WOOF) FFAME WALL J WALL I F)T 1L i SCALE: N.T.5, SCALE: N.T.S. C� GIr �. y .. kL ❑: l OPENING 2" x 4" WALL 2' x 6' WALL WALL ABOVE. JACKS STUDS 1/2"X9 -1/2" PLYWOOD\ STUDS SIZE (U,ND, ON PLAN) SCRAP MATERIAL-\ \ EA END , EA END EA END --- 1' - 4' STD. 9O HOOF J LINTEL. F3FEAM W/ (1) *B COt-1T. IN oFENINC-T5 CTREATER THAN WIDE (U.N.O. ON PLAN) FILLED CELE. lU1 M15 VERTIGAL� SEE FDN. FLAN FOR LOCATION (2) (1) \ (1) USP L5TA30 4' - 9' (2) (3) (2) (2) - 7 - o In II (3) (2) (3) (2) U5P LSTA30 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL. PLANS AND SPECIFICATIONS COMPLY WITH MOUNTING BASE SHOWN FORM CREATES CONCRETE. RECESS TO R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE IN POSITION 1@ FiLL LINTEL AND ,ALL CIEL.1"5 A30VE LINTEL, NOTE: FOR SEAM DEPTH >22", PROVIDE A 4' x 4" INSPECTION POR"T 'a EACH VERTICAL REE34R 4 DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL RE.INFORCEI-IFNT HAS BEEN PLACED PR OPERL 1. 3 O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, 4 OPENING 7 LESS THAN OR EQUAL TO O'-0" IN WIDTH [:)0 NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR FLAN. SCALE: N.T.S. g° j - SOLI REA5 ARE ❑ -- -�❑� SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ SAW CUT TO 10 1/2° SAI'J CUT TO 10 1/2" ❑ I FULL SxSxlo BLOCK WALL �,� IL_ll �} _ DOOR OPENING DOOR OPENING m i. DOOR OPENING --C}, EXTERIOR ❑_ ❑ WALL ❑ ❑ ❑ -- ❑ --------X1____2 --- ❑ __-- 15T COARSE 2ND COARSE 3RD COARSE MA50N TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, LA"T OUT SCALE: N.T.S. 4 TRU55 i�OTTOM CHORD OR 2x4 BLOCKING W/ 2-I6d TOE NAILS a EACH END ,11 2x TOP PLATE -2 I6d NAILS '^" Oc DOUBLE 2x TOP PL -ATS _4 OR 2x CRIPPLES 'uT 16' O.G. EQUAL TO TRUSS BOTTOM - CHORD OR BLOCKING 2x BLOCKING a EACH END lU/ IOd 2x STUD v 24' a 4' O.G. FROM EACH HEADER O.C. MAX, PROVIDE PAR NAILS OR FACE To BLOCKING 2x P.T. PLATE EQUAL. a 12' O.C.- -`(2) 2x HEADER SEE A/53 FOR STAGGERED FROM 50T. APEPPLAN REINF. INFO, PLATE TO CONCRETE VARIES \_2x BOTTOM PLATE W/ (1) iod a" T p. O.C. TO EACH HEADER FACE T¢ > I AL iNTERI0fi NON - 2 x Q (t-JINJ PEAT -IE DEARINC-i WOOF) FFAME WALL J WALL I F)T 1L i SCALE: N.T.5, SCALE: N.T.S. C� GIr SEE PLAN FOR FOOTING"�L1l[L DIMENSIONS � C.ARAC F ENTRY FINIS IED M,A50NRY DETAIL SCALE: N.T.S. SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK r ---.:R?;:i;ii: iii:�iii:% CONNECTION A.�-SEMBL ( TRAVEL DIRECTION OF GARAGE DOOR / ; , POURED CONCRETE BASE FOR BOTrOM OF MOUNTIN)G BASE BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED SPACE FOR GARAGE DOOR GARAGE FLOOR. AND WATER SHED FORWARD THIS DRAWING. F',ARTI,AL INTERIOR. ELEZVATION SGAL_E: HEADER SUPPORT WIDTH OF OPENING VARIES A" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK REQ. AT OPENINGS OPENING 2" x 4" WALL 2' x 6' WALL WALL ABOVE. JACKS STUDS 1/2"X9 -1/2" PLYWOOD\ STUDS SIZE (U,ND, ON PLAN) SCRAP MATERIAL-\ \ EA END EA END EA END EA END `�� 1' - 4' (1) (2) (1) \ (1) USP L5TA30 4' - 9' (2) (3) (2) (2) (U USC' L5TA30 7 - o In II (3) (2) (3) (2) U5P LSTA30 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL. PLANS AND SPECIFICATIONS COMPLY WITH MOUNTING BASE SHOWN FORM CREATES CONCRETE. RECESS TO R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE IN POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW THIS DRAVJINCJ AND DESIGN IS VAUD FOR 12 1,101,11111 AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESTRUCTURAL PORTION FOR WATER SHED. 2x CRIPPLES a - 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 'TOENAILS ATO REVISION: x8x16 C.M.U. ALLOW SPACE FOR FLAT MASONS TOOLS T/ T/B 1.00 2UU/ TUC; UPDATES E. REVISED DETAILS C3. CC/S3 E K/53 FOR WALL OFF SEL 2" FROM.STEP (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1.01 REVISED DETAIL K/S3 �\ 1.02 Cr40 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING. CA 25948 [� SAMUEL A. GREENBERG, P.E. #34245 GARAGE FLOOR P.E. #60122 10d NAILS a - P.E. #49758 ANDREW D. HAROLD, P.E:.ai¢j� _ r;ARAGE ENTR..r 1=01�'1„i DETA!1_ a° o/c TYP. -.:. `.:. ,....'.. SCALE: N.T.S. DOUBLE 2x - .w a+ � CRIPPLE STUD MOUNTINr BASE DLET,AIL GARAGE D001�__-_ TRACK MOUNTING BRACKET TYPICAL (uN.o.) SEE PLAN FOR FOOTING"�L1l[L DIMENSIONS � C.ARAC F ENTRY FINIS IED M,A50NRY DETAIL SCALE: N.T.S. SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK r ---.:R?;:i;ii: iii:�iii:% CONNECTION A.�-SEMBL ( TRAVEL DIRECTION OF GARAGE DOOR / ; , POURED CONCRETE BASE FOR BOTrOM OF MOUNTIN)G BASE BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED SPACE FOR GARAGE DOOR GARAGE FLOOR. AND WATER SHED FORWARD THIS DRAWING. F',ARTI,AL INTERIOR. ELEZVATION SGAL_E: HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2' x 6' WALL 5TRAF5 - JACKS STUDS JACKS STUDS SIZE (U,ND, ON PLAN) ago EA END EA END EA END EA END \ \` TRANSOM FRAMING 1' - 4' (1) (2) (1) (2) (1) USP L5TA30 4' - 9' (2) (3) (2) (2) (U USC' L5TA30 7 - o In II (3) (2) (3) (2) U5P LSTA30 CONNECTION: SEE PLAN /SEE FLOOR PLAN NOTES FOR REQUIRED i - CONNECTION �I 2 -ROWS 12d NAILS \ STAGGERED a 12" O/C EACH FACE OR 3-ROW5 12d NAILS STAGGERED a12' O/C FOR _ 2'x10" OR C;BEATER HEADEF \--(2) 2x HEADER SEE PLAN \—INTERIOR HEADER (U 2x SILL PLATE W/ (2) 12d TOENAILS, EXTERIOR HEADERS (1) 2x SILL PLATE W1 (2) 12d TOENAILS. OPENING LARGER THAN 4 Ft (2) 2x DE SILL PLATE W/ MP3 CLIPS EACH 5T N' -2x STUDS TYP. 5P HTTIo TYP. UN.O. SEE N/S4 i r-P.T. BOT, PLATE WALL HEADER DETAIL C SCALE: N.T.5. SLI USP -U5P SPT4 USP 2X STUDS a 24" O,G. �1 • �I V o 5/0 AO J BOLT 24' O.G. MAX, MIN, (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE (U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) L AYER5 UNDERLAYMENT FOP, ROOF FITCH <4:12. 12 PRE-ENGINEERED WOOD TRU55E5 a 24" O/C (TYP.) SEE ELFV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2'x4' S.P.F. TOP PLATE �7 1/5" STUCCO FIN15H PER A5TM C. 926 APPLY 3 LAYERS W/ TOTAL = t THICKNE55 7/S" OVER METAL LATH. FIR5T 2 LAYERS 3/a" THICK EACH, 3RD LAYER I/8" THICK. -CFI CKET ASUIRE Ur S T' I _ r.� s. �F P l4 EA. STUD 1/2" EXTERIOR GIRADE SHEATHIN(S FASTENFD TO TRU55E5 WITH ad COMMON WIRE NAILS � 4° O/C BOUNDARIES 6' O/C EDGES �° O/C FIELD r. _- =- iaLGCKiNG lT` PJ 2x4 PT STUDS a 16" (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TF -,,U5,5 A U5P HT420 a EA. STUD - I iAIN SPAIN M015TU;RE BARRIER - --- RO(iF TRUSS -� UPLIFT CONNECTOR a"Xr3"X16" K.O. BLOCK. W1 1 "5 ��/// _ _-� (SEE SCHEDULE) CONT: AND FILLED W/ GROUT 1 *5 VERT. iN CONC. FILLED CELL-- � W/ 5TD, `900 HOOK IN KO. 5L OC'K ALT. �`a1` EEWALL A50VIE_ MA50NF,) WALL [DETAIL l� TOP SPLICE ,/-2 ROWS 10d @ :S" U.C. (14 NAILS TOTAL) Ud @ 8" O/C NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 8'-0" LONG. TYPICAL OVER STUD ToFr '1_Ax� ;AFL, ISE QE TAI ('P`-1 `� SGAL E : N.T.S.��- F— 2 2 40 LE3S USP ( C USP 5PT4 5PT24- SCALE: N.T.5, SPT4 ---2X TOP PLATE OVERLAF'PiNG -10d NAILS T5TAGCiERFD -I--I-- 15P 5FT22 5PT4 - SP 6PT4 U5P 5PT4 BOLTS a 24" O.C. � RECESS - MAX LINTEL 5 .1 `.....; 2X P.T. ELATE U5P SPT \\ \ \ TRANSOM FRAMING \\� SEE SECTION AA/SI AND \\\ \ BB/51 FOR ADDITIONAL DETAILS LINTEL - I U5P SPT24 NAILED INTO TR/rN50I"I FRAMING uSP - SP T22 U5P 5PT4 ROOF TRUSS ABOVE /- 2X BLOCKING F 1 2X01 >'.T, BOTTO'1 PLATE �� I_ L \ 5/8'xIO" 'J' BOL.T a 24" O.G. MAX. C (111N, (2) PE2 BOrTOM PLATE) -(2) I6d TOE NAIL EA. BLOCKING 2Xa WALL ABOVE ENTRY K.O. 3LOCK W10) "5 CONT, d FILLED 5/8'X10" J -BOLTS a 2'-0" O.C. MASONRY WALL I I SPT4 �G1/ I -I�UcU NAILS a 4' 10d NAILS a 6' Q.G. STAGGEr�.ED A 6EFED _ 51 AG-�GERED I I TRANSOM FRAMING 1 BE YoND. - I - PLYWOOD PL 1"WOOD FASTENED TO TRUSSES s 4-E 1 SHEATNWG . WIFE ((• f s ITrI1 a - W 8�1 .,GM, i r1 O NA. L.5 4 .- s OK; � O/C °- O n - .. �011N A i'"Q � . P D r �� o �/.., E u B 4 r a O/. FIELD - 5PT4 2Xa P.T. BOTTOM PLATE �- 5/a'xlO' 'J" BOLTS a 24' O.C. MAX. (MIN. (2) PER BOTTOM PLATE) i ' --- PLYWOOD SHEAT HIND MASONRY -- I WALL_ BEL OW - —5/0'X1.0" J -BOLTS a 24' O,C, MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE-. DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM a 24' U.G. _ -1 , DETAILS AFDOVE ENTRY � J SCALE- N.T.S. A ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineer ng.corn a a Ln w H Q o CT �P1�\ ago AILED \ \ INTO TF%ANSOM \ \` TRANSOM FRAMING FRAMING SEE SECTION AA/51 \� AND BB/51 FOR Lu Z ADDITIONAL DETAILS W ❑ SCALE: N.T.5, SPT4 ---2X TOP PLATE OVERLAF'PiNG -10d NAILS T5TAGCiERFD -I--I-- 15P 5FT22 5PT4 - SP 6PT4 U5P 5PT4 BOLTS a 24" O.C. � RECESS - MAX LINTEL 5 .1 `.....; 2X P.T. ELATE U5P SPT \\ \ \ TRANSOM FRAMING \\� SEE SECTION AA/SI AND \\\ \ BB/51 FOR ADDITIONAL DETAILS LINTEL - I U5P SPT24 NAILED INTO TR/rN50I"I FRAMING uSP - SP T22 U5P 5PT4 ROOF TRUSS ABOVE /- 2X BLOCKING F 1 2X01 >'.T, BOTTO'1 PLATE �� I_ L \ 5/8'xIO" 'J' BOL.T a 24" O.G. MAX. C (111N, (2) PE2 BOrTOM PLATE) -(2) I6d TOE NAIL EA. BLOCKING 2Xa WALL ABOVE ENTRY K.O. 3LOCK W10) "5 CONT, d FILLED 5/8'X10" J -BOLTS a 2'-0" O.C. MASONRY WALL I I SPT4 �G1/ I -I�UcU NAILS a 4' 10d NAILS a 6' Q.G. STAGGEr�.ED A 6EFED _ 51 AG-�GERED I I TRANSOM FRAMING 1 BE YoND. - I - PLYWOOD PL 1"WOOD FASTENED TO TRUSSES s 4-E 1 SHEATNWG . WIFE ((• f s ITrI1 a - W 8�1 .,GM, i r1 O NA. L.5 4 .- s OK; � O/C °- O n - .. �011N A i'"Q � . P D r �� o �/.., E u B 4 r a O/. FIELD - 5PT4 2Xa P.T. BOTTOM PLATE �- 5/a'xlO' 'J" BOLTS a 24' O.C. MAX. (MIN. (2) PER BOTTOM PLATE) i ' --- PLYWOOD SHEAT HIND MASONRY -- I WALL_ BEL OW - —5/0'X1.0" J -BOLTS a 24' O,C, MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE-. DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM a 24' U.G. _ -1 , DETAILS AFDOVE ENTRY � J SCALE- N.T.S. A ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineer ng.corn a a Ln w H Q o CT p 0 a ago N �0li00 z000 Lu w 3 H CD Q Lu cid Lu Z W ❑ r Z 7 - o In II Z 0- cn V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL. PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDIN(.; 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE •'C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = iO.18) WIND ZONE THIS DRAVJINCJ AND DESIGN IS VAUD FOR 12 1,101,11111 AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESTRUCTURAL PORTION OF PHIS DRAWING ONLY. 2010 LENNAIi CORY: THIS PLAPJ MAY NOF BE REPRODUCF.D IN ANY MANNER WIIHOUT WRITIEN CONSENT FROM LCNNAR CORPORATION. 2010 -THESE DRAWINGS AND DESIGPIS ARE IHEJOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCIION OR UNAUTHOWED USE IS PROHIUITED. REVISION: DATE DESCRIPTION 02-03-W • 1.00 2UU/ TUC; UPDATES E. REVISED DETAILS C3. CC/S3 E K/53 FOR WALL OFF SEL 2" FROM.STEP 10-20-09 1.01 REVISED DETAIL K/S3 08.31.10 1.02 Cr40 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 /10.19.10 CA 25948 [� SAMUEL A. GREENBERG, P.E. #34245 IT�,V THUY H. HUYNH, P.E. #60122 o IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E:.ai¢j� _ �Or IaI Rj A�: .w a+ � .d - STATF OF �: ��✓a, 444614EIff TITLE: SECTIONS, DECAILS, & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02,03.09 DRAWN BY: DZ REVIEWED BY: TH SEE STRUCTURAL_ NOTES AND NAILING v TOENAIL W/ (2)16d NAILS - 2x4 "T 6LC)CKINc; SCHEDULE FOR SHEATHING DETAIL. \ 2'x4' OUTLOOKER-- SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL UJ/ (2) 16d NAILS 2x4 BL OCICING -- OP COR' -' ORD 24' O.C. AND NAILING SCHEDULE \ USP RTI6 OR EQUAL a AND NAILING SCHEDULE 2x4 OUTL OOKER a 24" ' 40" O.C. � {� II \ IEd NAIL �- FOR SNEATI LING DETAIL A. OUTLOOKER - O.C. (OPTIONAL -SEE LOCKING FOR E 2x4 FOR SHEA-TI,ING p�TAIL � IR5T FOUR ---- �- OUTLOUKER ELEVATIONS) 2x 1 OU'iLOCK1 R L" F3 ,AC.E --� ( REFER TO SECTION BAGKNAIL W/ ATT �CHEL� UJ/\ IA ON SHEET 55.1 45' 10" :• - -----_ SEE STRUCTURAL .a 24" O/C iI �I OW5 OF 24" MAX.---�-- 24° OG. (2) 16d NAILS 10d NAILS -x 4" \ I FOR X -BRACING, CRUSSES a USP RTI6 OR TOP CORD \ ,��, '` 2X4 GONPL' BRACE TOP CORD BLOCKING USP RT16 OR EQUAL a NOTES AND NAILING T[77 -- TOP CORD O.C. 1 fi'F'IGr�,L i AND TOP CHORD DGES OF 2x4 CROSS BRACE I EQUAL EA. BLOGK.ING FOR \ FASTENED UJ/ (2) loci FOR FIRST FOUR ROWS 24' MAX,EA. OUTLOOKf R SEH) RULE FOM BLOCKING FOR BLOGKINCz SHEATHING APPROX. a" FROM ° I OUTLOOKER FIRST FOUR ROWS OF 3'6 24' O/C. GMID OF TRUSSES a EDGE5 SHEATHING DETAILP R -r16 OR — iI FIRST FOUR ROWS c c' INFORMATION YPIGAL RIDGE FASTENED AT 4 TRUSSES l=DGES HEIG 41' EQUAL <il EA. ^ c �51. T U,5UJ13 °L' BRACE TO EXTEND OF SHEA`CHINC� TT'PIGAL DOU��LE TOP PLATE OF TRU�S>_� EAC' {JOINT IU/ l2J IC�d I , OF oHEATr ZING T'r r-. 2X4 KIGK:ER I 2xa Sl'P 1 "L" BRACE TO 2x4 GROSS BRAG> APPROX. 2°x4" GROSS BRACE - OUTLOOKF 1 4' MAX. , EDGES OF L IT�u DRAG INC DETAIL c.� / / 1000D TRUSSES 4 (2)10d TOE NAILS AT LEAST SOTS OF WEB �� EXTEND a LEAST 90 0 " APPROX. a' FROM — I - - ---------- USF, HGAMIo W/ (,I / LENGTH (SEE TABLE) EJ a a 0° O/C. f' USP a FROM RIDGE FASTENED AT --SHE >TNIrLG TYF'. EA. END I i 2x4 CRO55 BRACE , �I OF WEB LENGTH 4 ^ RIDGE FASTENED AT d SCALE: �: N.T.S. -,:� 3/16"A-3/4" WEDGE \ �� 5PT4 EA. EACH JOINT W/ (2) IOd 4 (2) L BRACE TO EXTEND / 2x6 P.T. GABLE TRUSS APPROX. 8' FROM NOTCH � BOTTOM ^ EACH JOINT W/ l2) ��. "�°�"°��"-_`-""' �"' BOLTS (4) SDS � �/ 2x1• R.AT RUN ENGINEERING, LLC \ STUD 10d TOE NAILS a EA. ENP I AT LEAST 90% OF WEB 2x4 i' BLOCKING BUSS VERT. WEB - SILL I p RIDGE FASTENED AT CHORD'SFE TABLE' loci # l2) loci TOE \ .r�! j - V4 x i 1/2 5C-REW5 / BRACING AT 24' P.O. Box 3400 PAGED � 48' O/C I�X. / I/2 GD.0 PLYWOOD OR I LENGTH (SEE TABLE) 2x4 BLOCKING-- �„ 1/16" OSP SHEAT' IINr EACH JOINT W/ (2) I USP r�T3A WITH a-Sd 2X6 FRAMED WALL - SEE NAILS � EA. END � � - I � / � O.C. ON TOP OF Apollo Beach, Flonaa 33572 % \ /- \ Al LE TRU.�S 48' fir• / `., P. 813.645.0166 x4 PANEL BLOCKING 40" U.C. FOR THE FIRST \ I ATTACHED W/ l0d 10d 4 (2)10d TOE - FROM LEDGER 1P \ WALL SECTION FOR SPACING 2x4 F=ANEL BLOCKING I 1/2 Cp C PL 'fIUUOp OR "I SCE 16 NAI!_ °� " I / BOTT. CHORD -o OF END WALL FROM FA. ENE) TYP. BOTTOM " NAILS a EA. ENi - i �I �� f. 813.645.9698 I NAILS 6 O.G. EDGES � B_OGKII r I/2 CDX PLYWOOD OR 1116' 4a' O/C FOR THE I 1/16" 055 SHEATHING ,ATTAC-I IEE) UJ/ \ �/I FOR 4 TRU55 www.danscoengineering.com ORD ATTACHED W/ (2) 16-d TOENAILS I AND 12' O.C. FIELD �Gl"PSUM IUALL BOARD I _ - ^ ° 058 SHEATHING ATTACHED ^ \ / __ SPAN5 ATTACHED CABLE TRUSS IvIRST (4•) ROWS OF I ATTACHED W/ 10d NAILS 10c1 NAIL5 � rT° � I -- �� W/ 2 - 16d AT FA. \ ' 2"x4 PANE!_ BLOCKING .a 4a" O.G. FOR THE FIRST = -- -- W/ IOd NAILS G" O.C. EDGE5 TRUSE5 FROM EA. �, I 6" O.C. EDGE5 AND 12° OC. TYi�IGAL > TRUSS JOINT : 10d,t3 3 O/C I I/2" GUX PLYWOOD OR AND 12' O.C.FIELD o THROUGH CHORD (4) ROWS OF TRU55E5 FROM EA, END TYP. I T/16' OSB SHEATHINGEND TYP. TOP 4 \ O.C. FIELD INTO 2°x6" P.T. PLATE BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHE W/ loci 1— -l2J 16d NAILS BOTTOM ATTACHFp - (2) bd NAILS GIA5L E TRUSS UJEB � o x4 "T' ON TOP OF PANEL BLOCKING, 2". C II � �\_ w ," l' WEEP 5CREED x4 EDGER (MATCH BOTTOM CHORD NAILS a 6" O.G. EDGES 2x4 PANEL BLOCKING 48" -2x4 6L.UCKING W/ l2) 16-d TOENAILS _ 2x4 'T' ON -TOP OF PANEL SIN ,LP- L" E3RACii\16 DETAIL - 2x4 BLOCK,WG 24" z k FASTEN WITH 10dx3' A O/C SLOPE OF ADJACENT 5G155UR TRUSS) AND 12" O.C. FIELD O.C. FOR THE FIRST (4) ROWS _ ~ -a BLOCKING, FASTEN WITH � �� " `T"-� � '� _ � R ' HIGH c O/C- W/ 2 - 16d ® V � INSTALLED PER r1ANUF. F \ , " OF TRU55E5 FROM EA. END ' ' - - r-- _-\ IQdx3' a 4" OIC. SCALE; N.7.5, J5 �'/a' UIQ 1%? �lrbcNC:TN � I � � /a" OR 1/2° CEILING DENSE GYPSUM WALL BOARD FASTENED 2"x6 r .T, SILL NOTCH L BRACE HERE 2x4 T ON TOP OF PANEL " � _r -/ _ _ _-CEILING, BOARD r"'>^R CODE' TOENAILS EA. END � q LTH ad COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS MOISTURE BARRIER \ I TYP. TOP 4 BOTTOM ATTACHED BLOCKING FASTEN WITH 5/a OR 1/2 HIGH STRENGTH CEILING BOARD - �""""- "'° I I � a Cs OI 5/a" x 10" "J" BOLT a 48" D.G. L -WEEP SCREED PER CODE FASTENED WITH ad COOLER NAILS ( -USP HGA10 Q 36" DIAiPHI?AGI 1 7I U/ , 3/a F)TRY )ALL 'HAIL. Off? - - �� > o OMPLYING WITH ASTM C1002 FOR FIRST a' -O" FR OM END WALL (U/ () 16-d TOENAILS 10dx3" a 4 O/C a MASONRY WALL qC m la 4' OlG TYPICAL USP HTA20 OR EQ. a 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. " OR 1 1/4" LONG DRYWALL SCREWS COMPLYING O.G. BLOCKING a Uf',YWALL 5GREWS i" O/C � f � ,� m � U5P HTA20 a EA. TRU55 ALTEP�`IATE LISP LSTA15 STRAIGHT STRAP a 4'-O" 5/a OR 1/2 HIGH STRENGTH c : E P 45OIC CEILING � a O/C WALL5 �_ 5/S°x 10' "J' BOLT a 32" O.C. MINIMUM 6' FROM VERT. WEB (24' O/C MAX.) ^ ` MOISTURE BARRIER - 2x4 LEDGER'MATCH BOTTOM WITH AvTM GIo02 FOR FIRST 8 -o` FROM END DSI_. TOP �C rAEi�.E TRU5 > -- ARCHITECTURAL FIN15H � Q o Iii °O PLATE SPLICES W/ 3/16"x2" PLATE WASHER O/C ALIGNED WITH GAEL E WEB, ATTACH TO TRU55 CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT WALL a 4' O/C TYPICAL PLATE STUD WALL �� - __t - / aVERTICAL. FASTENEDWII'N ad COOLER NAILS (SFE TYP. SEC) \�- - - -r TRUSS, VE 'TICAL. n. 00 UJ/7-10dx1 I/2" AND TO MASONRY Wl (3) 3/16'x 2 I/4" TRUSS) USF SF'T24 a EAG' -I STUD _ - - - NOTE: IF EMBEDDED D TAPCONS. _ OR I i/4 LONG DRYWALL SCREWS - (2) 2'xa° 'L' B'F'ACE' �; " _ Lu 1 \� \\ ^ j �+ COMPLYING WITH ASTM c100z FOR _ Erb . WALL CONN. xa) NC)N=LOAD LL' STRAP MISSED VERTICAL .� � FIRST a'�0" FROM END WALL 4° �' 4 4� T i C��J� ' \ - r WEB± USE 61MP5UN I FfiSTErIED U11T+{ (3J SCALE: N.T.S. - _ o 16d PERSIDE AiINc �( I I��N o O/C TYPICAL _ � MSTAM36 ON OUTSIDE SCALE: N.T.S. �� SCALr^: N.T.S. SCALE: N.T.S. r> n II II BR - 5EE TYP. UJAI_i_ SECTION FOR r 3 �' _ r?mi �� 156OIs`<•�. 64P.31—m T BRAS .E \ S .AL . _ / I —o \ �---� i � ADDITIONAL INFORMATION. AS FEF, kite-, 91 SCALE; N.`I E. , MAX ad a 610/C 2 x 4 BLOCKINr W/(2) 10d "X" 5RAC`:E 5EE DET, J/55"-�CONTINIUGUS BOTTOM CHORD 5RACINF 2X71 MI I WOOD TRI 5)=S ^ ^ TOE NAILS a EACH END a ° - 24" O/C (TYP) co o �? 2x4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS ' -,(2) COMMON (see detail in en3 puck for yrude) r 0.83,GUN NAILS (2) 2° x 4' LAMINATIONS W/ (U ROW(3) 2' x 4' LAMINATIONS W/ (I) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROW5 BRACING W/(3) loci x 3" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGCaERED Sod COMMON WIRE • a EACH CONN. a 24'0/C (D = 0.148', L = 3') OR EQUAL (D = 0.201', L = 4 1/2') OR EQUAL NAILS (D = 0.201' L = 4 1/2") O U5P HGAM10 W/(4J-3/16'x1-3/4" R MOISTURE BARRIER /\��•� - EQUAL_ WEDGE BOL T5 4 (4) 6D5 1/4 NOTES: IJ ADJACENT NAiLS ARE DRIVEN FROM OPPOSITE 4) FOR 4 -PLY, PROVIDE I/4" PIA. x 5 I/2 1_Ar SCREWS OR -EQUAL BOND BEAM SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) DROPPED FLAT TOPS OF -MASONRY WALL HIPS FOR FRAMING 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE 1/4' DIA. x -I' LAC. SCREWS OR EQUAL (GIRDER NO'r DROPPED) THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)-ARGHIT /- U - � W Lu L _O _ t-- u C � �X Q I z m u Q Z Q- a C� t L Q <r rrLLI ,L L W Lu L _O (� t-- u C W z Z Q- C� E�T RAL FINISH NOTE: 3) EACH 30d COMMON NAIL MAY 13E REPLACED W/ (2) 6) REFERTO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION IJ yEE -IRI-65 MANUFACTURHF?'S TRU55 ENIGINEERIiNG TOP 4 BOTTOM GHoRDCUT SI-1F:ET6 FORADDITIONAL PERMANENT nRACINCn GABLE END f3RACN�.x a TO THE eESTOF[HE ENGINEER'S 16d COMMON NAILS, LONE INTO EACH OUTSIDE FADE THAT MY BE REOUIRErD KNOWLEDGE AND BELIEF, THE STRUCTURAL 4 -0" O.G. MAX. Fot? OF B.U.G., SAME NUMBER OF ROWS, SAr1E SPACING) _ 2J 'T' G'JRAGIN� MAY ]✓ 1 �3MD IrJ PLAN MJF P� r 11ANI NT FIRST (4) ROWS OF TRUS5F5 2007 FLORD A RESIDENTOLBUILDNGCOIDE EXT. WALL ANN. NC�N m � j y I I I I I / I I /� r �~ E3 c NC7 PF:oVI-nED IT EXTFND5 OVER AT LEAST 9051. Of' THE WEB. (INCLUDING 2009 SUPPLEMENT), SECTION T'�I ICAL NAILING 5l..v'l4FDJI_..EF.) FOR F3UiLT-UP �. OLUMN5 \ �j DEA �`,iN�� LOCATION I ION i UNE Y EN C�L`-'i./ �'`� (�) j`� I I — R301 FOR 120 MPH, 3SEC. GUST,EXP05URE k � I ` � F 1-41F` E✓ E -r A I { (�I F I f : �� (I (`i I iI +� �' /� f r I I r r J / I ',C., E�NCLOSEO (INTERNAL PRESSURE ,M N{ N T I D4AJ�7 F311 \C.INC� fL AN COEFFICIENT =±Q.18) WIND ZONE SCALE: N.T.S. SFE TYP. WALL SECTION FOR SCALE: N.T.5. ---- �- --_w��.-�..�� - ---,� AS PER PCS1J1-03� SCALE: N.T.5. \ / THIS DRAWING AND DESIGN IS VALID FOR 12MONIHS p� \/�') }�-j AFTER THE DATE IT IS SIGNED AND SEALED. - ADDITIONAL INiOIV CATION. SIGNED AND SEALED FOR THE STRUCIURAL PORTION OF THIS DRAWING ONLY. �� ___ __.V6cc�anru..naarnL=ezrz:-mvarxuu. .yrs..raamry.'zems.�.�•c�u,.>aeaw�n"rc 2010 LENNAR COUP. -THIS PLAN MAY NOT UE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. y- i SCI''SGi-Z I�S 20100.1HCSE DRAWINGS AND DESIGNS ARE FIE JOINT 2'X4' OUTLOOK.FR 24'- 12 !�/-' �•C'-�' PROPERTY OF DANSCO ENGINEERING, LLCAND THE O.C. UJ/ (2) loci PER JOINT I T� I N� Ii"u�NT `�. CUENT ON THIS PROJECT. ANY REPROEUCIION OR -MINIMUM 2x �-' �' `�•�" 6� MAX -�•� UNAU(FIORI(ED USE IS PRUHIUIIEU. CR055 BRACING USP RT -16 - — - OV�RI_AP TRUSS Bfa-.QGINCx �/' REVISION: (SEF PLAN FOR STUD NO (1) 2"x4" (UN.O.) 2'x6" (U.N.O.) y PRE-ENGINEERED AT LEAST TWO 'TRUSS S LOCATIONS) SPAGINr L' BRACE 'L' BRACE 'L" BRACE WOOD TRU55F5 PACES OVERLAP �' // ,�/ 2X4 B G '� 4a" O. UOUS ATE DESCRIPTION PACIN G CONTIN D I 02-03-07 1.00 2W7 FSC UPDATES & REVISED i0 FIXED LOGATIOrJ ATTACHED lIJ/ DETAILS C/53. CC/S3 & K/53 FOR WAIL ' 24° O'0' - 3'-O" 3'-0' - 6'-0" 6'-0' 4 GREATER -- \ 10dx3" O/G ' `�_ - 1, -L :-_- 2-10d a FA. TRU55 (NOTE: BRACING TRU55 OFF SET 2" FROM STEP (2) 16d PER TOENAIL-_/ �, �' 1./C 2x4' SCI5SC)R GTAE3LE - (U 2''x811 #2 5.{x.1=. � EACH VEPTICAL AND • `�` ` I' ^ L P C p -� Y-..�_,�.--� ` Mrz7 :-./E PLACED ON EITHER T01 1() -1Q -U) 1.01 REVISED DETAIL K/53 \ RUNNERS — ------ -- I ' - '^ - OR BOTTOM OF THE BOTTOM CORD) 08.31.10 oz G,40 STEEL JOINT W/(2)16d TYPICAL I (2)2"x;3" FULL HEIGHT � DIAFHFA(,M B1_..00KIN� �-�--I i NAILS I 12" MAX. _ 10.19.10 1.03 UPDATEDETAILK/S4 \.,. CONTINUOUS BOTTOM CORD BRACING 2'x4 MIN. NOTE:' -- IJ "I " BRACE EXTENLD AT' LEAST 90io OF WEB LENGTH >mXCEPT, ClSSOP. MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING ALTrERNATE NON—DRO' CR 5S C-TA5LE LU�IICH'REQUIRES BRACE TO EXTEND FULL i-i?=k HT OF TABLE. `�' 1'' VERSION NO. 1.03 /10.19.10 A iN l� TAIL �-►AAE"I E END iQETA\I� �J °L.° �aRAGE TO E3E rA5'1ENED TO GABLE STUD (Ji")I-I 10dx3" N4iL5 4" O/C. �� `�`'�� IN�� '�� TAi � _ r�9� - COSMETIC PROP CEILING F CA 25948 SCALE: N.T.S. L C� RAMING SCALE: N.T.S. �� SCALE: N.T.S. � ��CI�5 0j`� TF 15 5' T__❑ SAMUEL A. GREENBERG, i \ r >" r-- - P.E. #34245 \/ E� ,O> rFEiLING RA�:iN� ��> TAIL THUY H. HUYNH, 55 SCALE; NTS P.E. #60122 CzABLE TRU55 5FE S T STRUCTURAL ALL HNOTES T UP P01R WIND SPED SPECIPICATIGN 5IRWIN J. BENSON, - � �.saz.��,.__�-..w1. ❑ °k..EE SCHEDULE FOR 61ZE " BRAG I.U/ loci a 4° O.C. 12 P.E. 1149758 12 \ (5�\ AND LOCATION) MAX 6.9 MAX. END JACK I �/ 12 - DUUSL F TOP PLA rE ❑ ANDREW D. HAROLD, � _ _ _ 'L.' BRACE W/ ICd 4" O/C / Pik*#A667rlr�jxj►. (BEE SCHEDULE FOR 517E 6.9 MAIC moi' t i AND LCCATION) FNPII eER•E�AL: k2 zX4 _ED SEROF GABLETRUSS -- — - - -' '�� ✓USP LSTA la ♦ • «" V. CORNER JACK :E CI_� _ .\- SKEET TITLE: I � IL TRUSS BRACING DETAILS y 1. AND NOTES SHEET INFORMATION: JOB NO.: 290128 - — I DATE ISSUED: 02.03.09 DRAWN BY: DZ nal-. TOP PLATE REVIEWED BY: TH II 1p� t q TUDS a 16" Q.C. CONT, BEARING ENT. EARINCY USP HCsAIU (T'iP.) STUDS � 16' O.C. USEACH 4 - ONN T IONS - 1�J � /�/ 1= :.AI .I A(�L N (� � IN%iDETAILL�( �/� INS DfiAil EACH arun UFL F_ r= _ ---- ;A5L F ENQ 5RAC i NG EDE TA 1 L. SCALE: 3/4'=r -m' ( 1 Al - 11 NG4 -� -- MEAN IUAI_L H1wIGIIT IJP T U 30'-0" •- 5EE STT'' ICTuRAL SCALE: J.T.S. MEAN WALL HEIGHT UP TO 30'-O" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SEAL E: N.T.S. MEAN WALL I { fGI {1 UP To 30'-C�" - 5EE STRUCTURAL NOTES FOR WINp SPEED SPECIFICA! ION MEAN AL WIND SPEED 530'- IGATIOrJ 1 REFER TO SECTION I ON 2x8 P.T. SUCK -CONNECT TO BLOCK SHEET 55.1 FOR W/ 1/4' x 3 1/4' TAPGUN ( 1 1/4" MIN, q_AA EMBEDMENT INTO BLI<,) `/,-E31�.AGING, AND TOP I/4° MAx CHORD BLOCKING ,-� I X 4 FURRING ---_.�i � BLOCK H R T R U S SOLID BLKCi. AT TOP BTUJN. S C 1S)'__')'0 INFORMATION I � 1/4" x 3 1/4" TAPCON5 � - -- �.- SC1�5OR TRUSS \ )=ADER ARCH � f BLKa. BUCK --,_ T- _ DAN u I/2" L YWALL ENGINEERING LLC SCISSOR TRU55 r -/..,:t: P.O. BOX 3400 \. PEFEr`' TO SECTION I `,gyp► \ 2•d NAIL`j AT 8" O,C, AT ?aIJ('K, >>..,%',\ Apollo Beach, Florida 33572 \ ' \ / \ ON SHEET 55,1 FOR '` �^` p. B13.645,U166 \ �` �\ \/ X 5 45° DIAGONAL s f. 813.645.9698.645,16 X -BRACING, AND TOP 2" x 4" RAT RUN BrRACING (4i loci NAIL 5 IN -r0 \� --LEAVE A GGT CU�r IN 0.5.8. ON BIRACE($) \\ THE INSIDE TO ALLOW FOR wvvW.dancaen CHORD BLOCKING / 2=. O.G. ON TOP OF 2 x 5 Br.ACE/ F31 -KG. gineering.com x/16" O5c INSULATION TO BE INSTALLED INFORMATION \ BOTTOM CHORD FOR (4) BUILT UP PLWD, BUCK- \ ARCH PANEL CUT HOLE IN U.S. ), i=0i?---.�_;Y \ - \\ �� \ TRUSS SPANS ATTACHED \ ' 1 SCRIBE (NOTCH) \ _ °. POLY -CELL IN THIS AREA \ ` � --2 x 5 45 DIAGONAL BRACE � CD \ W/ 2-16d EACH TRUSS BACKSIDE TO FIT ARCH �- AT FA, FACE O o / < (4) loci NAI!.5 INTO 2 x 8 F ARCH W/ (3) o \_ \ \ JOINT _Ln CONNECT W/ 5d NAILS 1.0d NAIL5 AT EA, END ,,� �_-- - 1/4" TO 1/2" GAP BETWEEN -- B1ACE/ !✓1_.KG. 0 TOP PLATE 4 TRU " J-2 x 4 SOLID 3LKG. (FULL WIDTH OF WALL) L) 3'TUJN. 053-� v L2" x 4 BLOCKING END NAILED INoTAI_L WUW. SCREW W ANCWOR v1 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU 053 INTO 2 x 5 PROVIDE TAPCON WITHIN% H o - lU/ 2-1(>d '� 24" O.C. (MAX.) INSTALLATION DETAILS 4° MIN. OF BRACE � � o k 4 - A PROVIDE TAPCON PEIP, WDW. !N& TALLATION D> TAILS OR THRU--- Q m v n ter- -USP HC�AIU 1-1/2" THK. OF MOIRE F3UCK WITHIN 6" MIN. OF ,TAF Or= A�G�{ \� � � m a 45' O.G. ``- ~ w �� IJSP HGAIO 0. _ 00 F"T'AF1T OF AIDC F_ ° � °? EACW TIF,U55 _� 2" x 4" BLOCKING (TURNED - - - -_� z r� -� 4' MAX. IR- AD, Q � � o FLAT) NAILED TO TOP PLATEr�i��I1- z �n w z m W/ 5 -loci NAILS 5r�>',LE: N.T,S, �• � J .-• F- -"---- WOOD FRAME EXT. WALL '- WOOD FRAME EXT. WALL j"`' � 1/4' TO 1/2" GAP BETWEEN o a TOP PLATE d TRUSS - - USP SPT24 a EVERY ` - USP 5PT24 to EVERT tD OTHER STUD OTHER STUD WOOD FRAME EXT, WALL y - 1/2" NOMINAL PLYWOOD OR L 0.5.5. NAILED UJ/ Fd NAILS r, 4° O.C, BOUNDARIES, 6" O.G. USP SPT24�ua--' 1/2' NOMINAL PLYWOOD OR -- "" � I EDGES, 4 12" O,C- FIELD EVERY OTHER STUD -- 0.5.8. NAILED W/ 8d NAILS 19Y-- 4" O.C.. �30UNDAl�,l1=5, 6" O.G. 2x8 STUDS AT 16" O.G• LL] V) EDGES, 12' O.C. FIELD - 2x8 STUDS AT 16" O.G. 2x8 STUDS AT 16" O C 2 x 5 SUCK. - CONNECT TO LI J Z 'SECT I ON 1/2" CDX PLYWOOD OR -1/16"OS3 BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBFDMI NT '- O INTO ELK.) 5_E3 -� SHEATHING W/loci NAILS � 6' O.C. v4" MAx f USP SPT2?_ EVERY USP 5PT22 a EDGES v 12" O/C FIELD. �1«OCK-1BAPf"P' f� OTHER STUD 5U!_!D ljLK_� AT TOt F'TIUN. AR -CP ® u - - /� EVERY OTHER STUD r: P Z -USP SPT22 a 1 X 4 FURIY LNG -,� \ � BLKG.. � BUCK Z EVERY OTHERS -� Q K.O. BLOCK W/ (U F5--------I�FEP SCREED INSTALLED ---- 5d NAILS a 8" O.G- AT BUCK. --� _ (� WEEP SCREED --` --- �. GOVT. � FILLED -- - IN5TALLEp PER MANUF. -- PER MANUF. -WEEP SCREED INSTALLED - 2 x 5 VETT. W/ (2) 10d -- ° - NAILS AT EA. END _ _ a Z ® - PER MANUF. PROVIDE 2 x 8 DIAC�. BRACE -� -- V) K.O. SLOGK W/ CI) BTUJN. VERT. BPAGES WHEN NG'r. PROVIDE (2) MIN. < ::D�__ ----` ---�'_�.� � -=-== =_ -'7`- �'" �.., 5/0'x 10" "J" 30LT a 24" O.C. _ - *5 CONT. d FILLED K.O, BLOCK 1.U/ (1) OF DR.ACE EXCEEDS 24" =`~ r ''` '� F ON A EA. F_ (STAGGERED) W/ 2" DIA, x 3/16 .q 5 CONT.FILLED 5LEAVE A Ca.IT OUT IN 0.553, ON WITHIN 4" MIN. OF x 8 VERT. BRACE(5) - THE INSIDE TO ALL OW FOR ��JJ� PLATE WASHER (TYPICAL) -- 5/8" x 10" 'J° BOLT a 24° � , � BRACE(5) START OF ARCH O.G. (STAGGERED) W/ 2" �' _ INSULATION TO BE INSTALLED `` DIA, x 3/16" PLATE (- WASHER (TYPICAL) ( BUIL-r UP PLWD, BUCK 5/8 x 10 'J - ° BOL"r SCRIBE (NOTCH) ~ 7/16 055 ARCH PANEL a BACKSIDE TO FIT ARCH ` K - __ 24" O r. l STAGGERED) � �'� CONNECT W/ 5d NAILS 1 50LID F3L.KG- (FULL WIDTH ��F "TAF T OF /�'C I x 2 P.T. FURRING 5TMP W/ 2' DIA. x 3/16' /,/ — \-2 X L _ TO THE BEST OF THE ENGINEERS ! x 2 P.T, FURRING STRIP KNOWLEDGE �.� WALL5) riRUN. OS5 ARCH FA��E5 UJ/ (4) EQUAL EUTAL 4' MAXG . RA, PLA S AND SPECIIF CATIONS COMPLY WF, THE ITH PLATE WASHER (TYPICAL) INSTALL WDW' SCREW H 10d NAILS THFU 0`:113 INTO 2 x 8 2007 FLORIDA RESIDENTIAL BUILDING CODE ANCHOR INTO ,�RGN%�. LKC�- __- (INCLUDING 2007 SUPPLEMENT), SECTION PER INSTALLARION DE'T'AILS R3U1 FOR 120 MPH, 3SEC. OUST, EXPOSURE MASONRY WALL (p]=5!rNED _ �` I`" I DETAIL / "C"ENCLOSED (INTERNAL PRESSURE A5 CANTILEVERED) '-(DESI NE WALL I' x 2' P.T. FURRING STRIP � "' � �� -Y�^ � K `� COEFFICIENT= W.10) WIND ZONE (DESIGNED AS �Fro�.�-�'�-'`"'I--•C.J N. r.S. / THIS DRAWING AND DESIGNIS VAUD FOR I2 MONIfIS \ �.�..I� AFTER THE DATE If IS SIGNED AND SEALED, Jv:_CANTILEVERED) MArdSONRY WALL —� SIGNED AND SEAL ED FOR 1HT:SIRUCIURAL PORTION ` J OF THIS DRAWING ONLY. _ (DESIGNED AS CANTILEVER) '1010 LENNAR COKP.-THIS PLAN MAY NOT f1E �, y�''•�-� -�I•. I} � I I I I �h\ /�- M1 A� REPRODUCED LENNA (CORP MANNER WITHOUT WRITTEN � '{ N ' 4-,F I N I I I Y - U✓ L L �t I•' V C I Y - i -s }- I I I YI_'_t` I� / \ I 'l - W �'t I {.... NON ' i---�' I �, I I Y�'-� � I _ I �-.N J--... "' W 7--t b-. l-. CONSENT PODUC ED I LENY MANNCAR CORPORATION.UT GALE: 3/4" ❑ 1'-0'G' 11 2010•IHESE DRAWINGS AND DESIGNS ARE IHC JOINT SCALE! 3/4' = 1'-0' PROPERIYOFDANSCUENGINEERING,LLCANDIHE SCALE: 3/4' = 1'-0' 1 CLIENT ON THIS PROJECT. ANY REPRODUCTION OR ' UNAUTHORIZED USE IS PROHI8IIED. REVISION: DATE DESCRIPTION U2-03-09 1.00 2007 FUC UPDATES 3 REVISED +� DETAILS C. CC/53 & K/53 FOR WALL OFF SET 2"FROM STEP - yevrr..aa=r_:e.rzar.:au..c.w_vsurw;sasu�arcauw.sxvrrr:+a'mw:�cnaat s+ xet- - scs 10-20-07 191 REVISEUUETAIL K/S3 08.31.10 192 Gr40SIEEL 10.17.IU 1.03 UPDATEDErALK/S4 2 x 4 CRO55 BRACE AT SEE NOTES EOR ROOFpllafi�I !r2 `t 1 NAILING 5f:FCIRCATION6 RIDGE FASTENED AT EACH JOINT W/ (2) loci x 3'?x4 OGTLOGKER a 24" USP RTI6 OR) QUAL a EA. UUTLOOKER - \ Or VERSION NO. 1.03 /10,19,10 - ----'- --�=�- = -- _ CA 25948 USP NUS481F CONCEALED USA' U1�5ET 1.U00p E, - SAMUEL A. GREENBERG, (SE:EE PLAN FOR SIZE') o _-�_-_-_ 1 FLANrE I {ANC;Ei� UJ/ (G) 1s2�d 4�ITA2r� /��` - °,_ - P.E. #34245 .E 1-1 INTO AM (0) 3/16" X I � � TOP CORD rBLOCrING FOR FIRST FOUR ROIUS OF TRUSSES :il- / 3/4" TAFCONS �� __ `EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS 24MAX�� I , U THUY H. HUYNH, P.E. #60122 2 x 4 'T" ON TOP OF PANEL 51LOCKING, IRWIN J. BENSON, FASTENWITH loci x 3" a 4" O/C P.E. #49/58 (2) 2 X 8 BEAM - _ o.� � _ - - - -1�16C05� ��'EATUD OR ANDREW D. HAROLD, F P.E. "� � ��.-� �-� ATTACHED W/ loci NAILS 6" O.G. EDGE -5 AND 12' TRANSOM OPENING TRANSOM OPENING O � FIELD r ,1 � NL KIT Ak. CEILING RIDGE �� ' 1'-4" AFF -f'-4I' ARF., �f `�� E i "~ •' cc ••.y Ff'CAST REGE 5 PRECAST RECE55 2 x 4 PANEL BLOCKING a 45° O.C. - F LNTEL (FILLED) ATTACHED lU/ (z) 16d TGENA!LS �, . '1_" 13RACE �E _ TO EXTEND AT N 122 � � �-, ' _4 J � --- LEAST 90% OF UJE5 LENGTH C INTO BOTTOM CHORD. INTERIOR HIP VAULT- 6:12 Sl -OPE--- "`"�`;_ "�, �� 2x6 P.T. SILL : • ` T •' " f° G BAR 15 RE5AR w � r C - �) - -_ CENTER AND .3:12 SLOPE SL IDES. \�� (;�)rE rABI E Ord �HE'E r 65) '°'. T •. •.• W` DOOR OPENING9/nnrn1 .*0'`•�..,•• �� POOR OPENING 5/8 OR I/2' CEILING DENr_GYPSUMGYPSUMWALL BOARD FASTENED WITH 8d =\ �` _. \ Jam_ 10d x 3` a 31 O/C °�i•�� C'"OGLER NAILS OR 1 1/4 LONG DRYWALL SCREWS COMPLYING WITH �`'- �. THROUGH CI;ORD INTO S i TITLE: ASTM G1002 FOR R FII25T 8'-0" FROM END WALL a 4° O/C. 'r'; PICAL `= �\ l .-- 2" x 6" P.T. PLATT= FRAMING CONNECTIONS USP HUS451F (UPLIFT CAP= 1302 lbs) USP HTA20 (UPLIFT CAP = 1015 155) -PLACE SEA1'R4IN� @ EXTERIOR WALLS (GRAYI'TY CAP = 1262 lbs) 5/8' x 10° 30LT a 24" U.G. MINIMUM 6 FROM PL,c\TE _ r ;' ! _ f LU5a UJ/ MA )ONRY, SPLICES W/ 3/16' x 2' DIA. PLATE WASHER i 1 Iw1P'EP SCF+�ED SHEET INFORMATION: ATION: fNT lm5 T N -rte ' - INSTALLED 1IE! NArIUF. JOB No.: 290128 �OV l.V/ I tail `1 4/I I / \ DOOR �..11/T Ri=-'cNE,,0 �I (HH \�. I �_ � �� - I l � VAULT A C It -,r- .a � �r �-{ � \ .�T�-�� N� � � r� � � ,�� TFT I � fir',---�� _ � - I'-,O!a,-L.I�>~ C�,��..rRIT Imo:. DATE ISSUED: 02.03.09 L61' +rTA20 a EA. TRU55 DRAWN BY: JB SCALE: N.T.S. SCA JJ•I L E: N.T.S. �j�� SCALE:�N.T.S. - VERT. WE3 (24" ac. MAX,) -I REVIEWED BY: TH S5.1 CN r-- a� `0 Lo -0 DOOR JAMB (REFERS TO 5HT. 5PV12-KI IX4 1/2" DRYWALL \ P.T. DOOR JAMB (REFER -\ X 4 1/2" DRYVIALL TO 5HT. SDl^12-KI FOR CONN. DETAILS DOOR JAMB (REFER X 4 TO BHT. 5D^12 -KI FOR CONN. DETAILS 1/2" DRYNALL FOR CONN. DETAILS PI�'0 E)NST �,1�L TION w ODq - 2"x 50T. PLATE; UJ/ !2) IOci a (�° Or, UNA�c" Prt 4'� 1= H\S T AI — %' F DOOR JAMB (REFERS TO 5HT. 5PV12-KI IX4 1/2" DRYWALL \ P.T. DOOR JAMB (REFER -\ X 4 1/2" DRYVIALL TO 5HT. SDl^12-KI FOR CONN. DETAILS DOOR JAMB (REFER X 4 TO BHT. 5D^12 -KI FOR CONN. DETAILS 1/2" DRYNALL FOR CONN. DETAILS w ODq ggw 1 X 4 5/16"(P X 3" LONG-� 1 X 4 t2X� 3-I/4" LON6 X 3/16"N FURRING t FURRIt16 TAPGONS STAGGERED 3/16"� X 3-I/2" LONG FURRING INITO z uJ E w 3 h @ 16" O.G. 2-ROV15I,CB TAPGON5 5TA66EREDTAPGON. BLOGK© 5PAGIN6 1 DETAIL P: f. INTO MA5ONR'f STAGGERED ©16" O�.X8 w PER MANUFACTURE THROUGH 1x4 P.T.2-ROV15 1-1/2,, c � -rA I L INTO MASONRY TFIROU6H II 1x8 P.T. � I Ix8 P.T. 8 7_x8 P.T. - ` - IX4 P.T.-- 3/16" x 3 -1/2" DOOR JAMB (REFER - - I X 4 1/2" DRYI-IALL DOOR JAMB (REFER-\ TAPGON TO 5FIT. 5DW2-KI FOR TO SHT. 5[)H2 -KI CONN. DETAILSFOR CONN. DETAILS " 10d ®12 O � . --_�_ ` I X 4 \ FURr IN6 2X8 P.T. WITH 3/16" h X 3"--r 2X8 P.T. LONG TAPCON5 2X8 STAGGERED @ 16" O.G. 2 1/411 DE=rAIL 2-ROV15 INTO MASONRY 5-1/4" PETAL .._ .)I__ T I ON 3/4 PLT WOOL) DECKING GLUED AND NAILED MAX. a' `�F-D0 NOT DO —1 15 �� Bd COMMON v O.G. EDGER ANP 12' O.C. FIELD vl �� i"EBAR (TYP)� -ATTACHED WALL 6HEATHINCz TO "� REBAR ITYP,) �� / 2X BOTTOM PLATE IWl 8d 0 4' o 2 ROWS 5TAG, FRED Y ��rD. 90" NOOK lT'fP.) - -- - 2x BAND JOIST LU/ FACE NAIL FILL 50LIp STD. 90' HOCK (T'fP•) � I IOd 0 TOP 4 P,TTI'1 CHORD, BOTH CELLS ® METAL SEAT PLATE NOTE: AND (r) FACE NAILS IOci o NILLAP 5HEATHING TO �30TTOM OF E3AND TRUS5 VERT. IUEB JOIST TYPICAL U51` HGAMIO a 12' O.G. W/4 -5D5 1/4x1 1/2' SCFEUJS INTO BAND •J015T 3 (4) 3/le)'A-3/4' I,IrprE BOLTS INTO K.O. BLOCK ITA, �10� <2" NOTCH LL �@ FIR5T COURSE _ NOTCH WEB AT THE FIRST 2 COURSES 40 0 5U 1 . ED OUT OVER SIzE ID O O F-, = UI ND OU ROUGt N OFE NINGS FILLED CELL PER FOUNDATION PLAN 1� � � (--,E-LL I N 5� �1 I _ � � I � � SGALE: N_T.5.� - -L �� 1 �_-� 'SEE T'(P. 2 -STORY WALL 5)CTIONI FOR ADDL. INFO SCALE: N.T.5, 5CAL E: N,T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK —- SEG CION W/ 1/4' x 3 1/4' TAPCON ( 1 1/4' MIN" A -A EMBEDMENT INTO 5LK.) 1/4° MAX I X 4 FURRING SOLID BLKG. AT TOP 5TWN, ' -�° BLOCK HEADER ARCH BLKG. 4 BUCK I/4° x 3 1/4" TAF'GONS 1/2' DRYWALL UPLIFT GA(-'A;;,'iTY = 595 F01 15"fR.fi1-' —6d NAILS AT 0' Q.C. AT BUCK = I,090 FOP 2 STRAPS 2 x,5 45° DIAGONAL LEAVE A CUT OUT IN 0.5.13. ON BRACE(5) (4) 10d NAILS INTO ..--- �' 2 x 6 BRACE/ BLKG. THE IN51DE TO ALLOW FOR > rl•-P L Y PRE-ErdGINEEi<'-ED TRUSS i/16" OSS INSULATION TO BE I1\15TALLED BUILT UP PLWD. BUCK ---,,ARCH PANEL CUT HOLE IN 0.5.[3, FOR--�.�- - U iP RTlo I_U/ (,3) 0,d X f I/2. SCRIBE (NOTCH) _ POLY -CELL IN THI5 AREA --2 x 8 45 DIAGONAL BRACE NAILS 4(-'4) 3/16" DIA, T4 � IIIIII rPFER5 AT EA. FACE OF ARCH W/ (3) ,3 , I-tra�h'I NT ;.., BACKSIDE TO FIT ARCH � � (4) 10d NAILS INTO 2 x 8 � '`'-`.�":•' - CONNECT W/ 6d NAILS10d NAILS AT EA. END.,:..,.:.= •....-.,-.;;; -(4)SD5 I/4°xl-I12° 58,4C.E/ BLKG. INSTALL WDW. SCREW ANCHOR- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. 065 ' PROVIDE TAPcoN WITHIN..:••:::,:<. INTO ARCH BLKG. PER ARCH FACES UJ (4) 10d NAILS THRU OSB INTO 2 x 8 �-(5) I/4°x2-1/4" TITENS INSTALLATION DETAILS A I =4' MIN, OF BRACE .! F >`� - � PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU--, 1-I/2' THK OR MORE BUCK WITHIN 6' MIN, OF START OF ARCH START OF AFC \--BOND BEAM JR CAST IN PLACE BEAM ,� �:r� N DETAIL 4' MAX, RAD. - ,- ,�-- 1-- SGAL�: N:r.a. AL N.T.B. � - 2 x 6 BUCK - CONNECT TO BLOCK WITH 1/4' x 3 1/4" TAPCON (1 1/4' MIN. _"F>F ENT I/4' MAX INTO SLK.)-�' FILL let 4 COURSES BLOCK HEADER SOLID BLKG. AT TOP BRUN, ARCH ')OLID W/GROUT I X 4 FURRINr 5LKG. 4 E,UCK �I ...a 6d NAILS a 6" O.G. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE -. - PROVIDE (2) MIN. 5TWN. VERT. 5RACE5 WHEN HGT, TAPCON AT EA, OF BRACE EXCEEDS 24° SIDE SUCK - lU LEAVE A CUT OUT IN 0.5.8. al WITHIN 4° MIN. OF 2 x 6 YERT, SRACElSJ THE INSIDE TO ALLOW FOR \ .\ START OF ARCH a INSULATION TO BE INSTALLED � O /hPl I' NCs BUILT UP PL IUD. BUCK - � •• :.;,�:...''�.. I SCRIBE (NOTCH) �• 1/16 065 ARCH PANEL (•, :.q ..: ' • BACKSIDE TO FIT ARCH � CONNECT W/ Sd NAILS:::_.; 2 x 4 SOLID BLKG, (FULL WIDTH OF START OF ARS 4' MAX.AD. REIR1 F � _ WALLS) BTUJN. 055 ARCH FADES W/ (4) EQUAL EQUAL _ I T UJALL INSTALL WDW, SCREW FOR DVI;' ANrz:� TUJE N /r3" TO I 1/2" ANCHOR INTO ARCH BLKG. 10d NAILS THRU 055 INTO 2 x 6 PER INSTALLATION DETAILS IHA- G5 L_55 TI -)Ate 3/f>' i !O REt=IrR Ec2' , 5-5 NOTE-:- 1 urs OY)=i = - I -- SEAL E: N.T.S. J FOP 0V F?!-{ANrS BETWEEN OVER 1 v2° CONTACT ENr.�INEER OF i _C.'OF FOr FURTHER INSTFUCTIONS, GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC /FSC NOTE: IF RETROFIT FILLED CELL CONDITIONS � AJ COYER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW Er`IUL510N TO DRY I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGEXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD BETWEEN C AT LEAST 2 HOURS BEFORE PLACING MORTAR. GL A55 BL OGFOR ADDITIONAL. INSTRUC:TIOiN,K PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. - MASONRY WAL L. BEI= PLAN FOR 5) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECE55E5 IN ACCORDANCE WITH THE EXTENDS TO SILT , MANUFACTURER'S APP) -)CATION MANUAL AND INSTRUCTIONS. REINFORCING. PROVIDE LOWER HOOKED DOWEL- EXISTING BOND BEAM, SET A FULL MORTAR BED JOINT, APPLIED TO SILL. K) A MAXIMUM OF 6x0 SQUARE FEET OF G.LA55 BLOCK MAY BE INSTALLED IN ANY OPENING, .®� " FOR WIND SPEEDS UP TO 110 MPHk, PER PITTSBURG CORNING RECOMMENDATIONS FOR _ L� D) SET L OWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/6 PLUS OR MINUS INSTALLATION OF GLA55 1/6. Al I MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL 5E 55 BLOCK. -DRILL 3/4'X6° MIN. HOLE [ TYPE 'S' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, _(PLACE - EXPANSION STRIP II W.W.M. AT PERIMETER GET I 31 IN EPMIN. A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION,) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOC)' AFTER INITIAL PLACEMENT. FOR SOL ID GLA^ ' 2� a. PANEL II UJ' Ifii�l= THIS CONDITIQN 05 9 J (I) .S BARS CONT. - CAP TO PREVENT L EArAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOUDER ANC)-I0R � ' � TQP WITH MIN. 3' - OCCURS l C COURSES TO PREVENT THE MORTAR FROM BENE °SQUEEZED' OUT. - \1/4 COVER —�\ II 6'-�" I 1 5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERT' OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANE=L l � BOLT (2 PER � I F,F, � EXISTING BAND BEAK l IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING IL ' SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL RPINr=ORCINC� ANC TOR) - o. n� (VC12( D a `��,�.'p. �X_ G — _ -G- — a- U -�--FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM E:ND TO ENE) OF PANEL S. f;. � - LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE \ OTS{5R - ( �� _ NON SHRINK G'OIJT. MORE V" EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORGNG. INSTALL \'` COUR��) _ D REINFORGNG A5 FOLLOWS: �.: I x/ / / LLI Y PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.SEALANT G i 'ADS T� <T \/ '. I. D a 7 X6' EMBEDDED Nro PRE55 PANEL REINFORCING INTO PLACE, �_•' ..�"--. ••;' - 0 COVER PANEL I n ti � 'K 6 MIN. LAP 5PLICR �� L I \ �� U z L FXIviING FOOTINC:r # . REINFORCING WITH UPPER {,ALF OF MORTAR BED r ND TROWr-L =l 2- �X6 N CONC. SMOOTH, DO NO FURROW. jl\ UJ/ ;EINFORGINC I p D I I r - 5 FILLED CELL PANEL - �� / Lo i DI, ..,..•. •-.... �_ � 1 .. 3/4 Xo t'11N. HOLE FJ PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORGWG - DO NOT V..r.:.,,:;_=::��.;^>;°�;` �1`"�'• �� -�- \7 IN EPDXY FURROW.. MAINTAIN UNIFORM JOINT WIDTH. MIN LAP (2J 1�� REBAR. MIN. 3" SET SAR �a O G) 5ET SUCGEEDNG COURSE OF BLOCKS. SPACE: AT HEAD OF PANEL AND JAMB5 MUST 5F'LICE I6" � COVER EA. Wfil' REMAIN FREE OF MORTAR. NOTE, H) STRIKE JONT5 SMOOTH WHILE MORTAR 15 STILL PLASTIC AND BEFORE FINAL SET, AT THI5 / &EE r�L A55 E3LOCK 1 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE II " oc ^! ANT INSTALLATION N0T55, I JC WIDTH OF THE * 4 SRUJ CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLA55 BLOCKS AND UJIPE DRY. �� j �LC7C1� DETAIL _ D, TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE ti f010 mph FASTEST WIND = 130 mph, 3 SEC. GU5T. FRC TABLE 8301.2.1.3) -'� DI DGE� FROM OWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH t10RT�RJ SECTION 10N /-�T D��p Iv1 �I�C� ��1D� CION ASECTION[ «(110 mph FAWE5T WIND = 130 mph, 3 SEC, GU5T. F5C TABLE 1606.1.6.1) —EXISTING FOO"TIN�r RE SCALE: 3/4" = I'-0" I SCALE: N.T.S. �mrr�C'ALE: N.T.S. DINNISCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florido 33572 p. 813.645.0166 f. 813.6459698 www.danscoengineering.corn F_ LU c ) Lu Z � Q W z 0 Ifs U Z 0- V) TO THE BEST OF THE ENGINEER'S (NOWLEDGE AND BELIEF, THE STRUCTURAL 'LANS AND SPECIFICATIONS COMPLY WIIH 2007 FLORIDA RESIDENTIAL BUILDING CODE INCLUDING 2009 SUPPLEMENT), SECTION ?301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'C" ENCL03ED (INTERNAL PRESSURE COEFFICIENT = =0.18) WIND ZONE HIS DRAWING AND DESIGN IS VALID FOR 12 MONIHS \FIER THE.DATE IT IS SIGNED AND SEALED. 'SIGNED AND SEALED FOR THE STRUCTURAL PORTION )F THIS DRAWING ONLY. 2010 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRMEN CONSENT FROM LENNAR CORPORATION. 201 T}THESE DRAWINGS AND DESIC NS ARE THE JOINT ROPERTY OF DANSCO ENGINEERING, LLC AND THE :UENTT ON THIS PROJECT, ANY REPRODUCTION OR NAUTHORIZED USE IS PROHIBITED. REVISION: )ATE DESCRIPTION D2-03-09 1.00 2007 FSC UPDATES 8 REVVED DETAILS C/SJ, CC/S3 & K/33 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/S7 )8.31.10 1.D2 GNO STEEL 10.19.10 1.03 UPDATE DETAL K/54 IERSION NO. 1.03/10,19.10 :A 25948 ] SAMUEL A. GREENBERG, P.E. #34245 �} THUY H. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ANDREW D, HAROLD, P.E. #//, 771Ic, _�'•Ii�11 iY�Ir INOR19' ,_L: ;t`�` • �,� G E N SSC• • i •si_-' T/� OF r •'• �( °'.:i1•J�'` ••' �� Ora ♦. S� ....• .rte ""'FSE✓ I SFIEET TITLE: RETROFIT DETAILS 8° NOTES MEET INFORMATION: )B NO.: 290128 \TE ISSUED: 02.03.09 :AWN BY: DZ VIEWED BY: TH N I !,2.11?)I� 0 0 U-). w ODq ggw o J c lC M � V m a �0LL C• OC to all z uJ E w 3 h z 0 0 w F_ LU c ) Lu Z � Q W z 0 Ifs U Z 0- V) TO THE BEST OF THE ENGINEER'S (NOWLEDGE AND BELIEF, THE STRUCTURAL 'LANS AND SPECIFICATIONS COMPLY WIIH 2007 FLORIDA RESIDENTIAL BUILDING CODE INCLUDING 2009 SUPPLEMENT), SECTION ?301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'C" ENCL03ED (INTERNAL PRESSURE COEFFICIENT = =0.18) WIND ZONE HIS DRAWING AND DESIGN IS VALID FOR 12 MONIHS \FIER THE.DATE IT IS SIGNED AND SEALED. 'SIGNED AND SEALED FOR THE STRUCTURAL PORTION )F THIS DRAWING ONLY. 2010 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRMEN CONSENT FROM LENNAR CORPORATION. 201 T}THESE DRAWINGS AND DESIC NS ARE THE JOINT ROPERTY OF DANSCO ENGINEERING, LLC AND THE :UENTT ON THIS PROJECT, ANY REPRODUCTION OR NAUTHORIZED USE IS PROHIBITED. REVISION: )ATE DESCRIPTION D2-03-09 1.00 2007 FSC UPDATES 8 REVVED DETAILS C/SJ, CC/S3 & K/33 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/S7 )8.31.10 1.D2 GNO STEEL 10.19.10 1.03 UPDATE DETAL K/54 IERSION NO. 1.03/10,19.10 :A 25948 ] SAMUEL A. GREENBERG, P.E. #34245 �} THUY H. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ANDREW D, HAROLD, P.E. #//, 771Ic, _�'•Ii�11 iY�Ir INOR19' ,_L: ;t`�` • �,� G E N SSC• • i •si_-' T/� OF r •'• �( °'.:i1•J�'` ••' �� Ora ♦. S� ....• .rte ""'FSE✓ I SFIEET TITLE: RETROFIT DETAILS 8° NOTES MEET INFORMATION: )B NO.: 290128 \TE ISSUED: 02.03.09 :AWN BY: DZ VIEWED BY: TH N I !,2.11?)I� The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information I 1 must be available o P ' ' t the inspector P 1 on the onsite• 1 00 9 c of the product approval, al 2 the p , J ) copy p Pp 1 performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE .� n Cross Over Chart with Florida Product Approval Numbers 6FIoridaProduct Florida Product A roval Product Descri tion USP ProductPPpNumber AplProvalNumber Number FL104.46 Framing Anchor IMP34 IFL822-Rl As required by Florida Statute 553.842 and Florida Administrative Code 9B-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. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Categor /Subcate Dry 1. EXTERIOR DOORS Manufacturer _ Product Description Approval Numbers) Test Pressures A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf Installation of Ore sfdhgJ, Including the panels, corners, starter H10 FL10456 ThermaTru Smooth Star/Fiber-Classic FL8835-R "1 psf Hurricane Tie RT7 ThermaTru - Smooth Star/Fiber Classic FL12441 +47.01-47.0 psf_ B .SLIDING t Fla. Extruders (Milestone) Series 1000 FL8409-R3 IFL5675-R3 r +45,0(-4,x.0 psf C. SECTIONAL Clopay Building Products _ Residential WindCode Doors 11V5 (8X7) FL821-R,1 1'30.0/-32.0 psf Truss Hanger TFIDH2_10-2 Clopay Building Products Residential WindCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf HTVV16 HTVV20 (used in wind speeds over 12onyah) Clopay Building Products Residential WindCode Doors W6 (8X7) FL5675-R3 +37.0/-41.0 psf FL821-R1 (used inwind speedsover 120rrph) Clopay Building Products Residential WindCode Doors W6 16X7 FL5675-R3 -1-37.0/-37.0 psf FL821-R1 HUS410 Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf HUS412 FL10531 Amarr Garage Doors Model #500 Classical 16x7) FL5427-R2 +38.4/-43.7 psf FL10655 Joist Hanger Arnarr Garage Doors Model #600 Stratford (8x7) FL5302-R1+40.1/-47.4 psf Joist Hanger TF I -Joist Hanger I -Joist Hanger Light Girder Tiedown Slopable/Skewable Hanger THO THF LUGT2 L.SSH31 Amarr Gara e Doors Model #600 Stratford (16x7) FL5302-R1 _ +38.4/-43.7 psf D. OTHER LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 _ Strap Tie ---^ 1:STA18 FL816-RI�� 2. WINDOWS Strap Tie LSTA30 FL816-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 +45.0/-45.0 psf C. FIXED Fla. Extrudors (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FE5700/5 - - 701/5702/5703/5704/5 70.,/5117 FL3136-R3 N/A E. OTHER Tension Tie LTS19 - FL822 R1 LTT20B 1496 Tension Tie LTS20BFL822-R1 LU S26 _ -- - 3. PANEL WALL F 8 L 21 R1 LUS414 FL10655 Joist Hanger A. B. C. SIDING SOFFITS OTHER Alside Ka can Ltd. Coventry Vinyl Sidin '12"/16" Vented Soffit _ FL12103 _ FL12'199 +86,5/-86.5 psf +70.0/-70.0 psf FL578-R2 - META22 FL•i 1473 Embedded Truss Anchor HTA24-18 FL859-R1 4. ROOFING PRODUCTS Mediurn Girder_ Tiedown MUGT-15 FL11910 MST48 _ A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (arid AR), XT25 and AR), XT30 (and AR FL5444-R2 N/A B. UNDERLAYMENTS FL822-R1 MS`I"AM36 - FL11473 Strap Tie for Masonry C. ROOFING FASTENERS MTS12 F- L1046 Twist Strap MTW12 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A MTS18 � FL10456 Florida Metal Products, Inc Vent RVI 0 FL2075-R4 N/A E. ROOFING TILES MTVV20 FL820-R2 - FL10456 F. ROOF TILE ADHESIVE FL820-R2 FL822-R1 15'A5 _ Foundation Strap G. OTHER SP1 FL10456 _ Stud Plate Tie SPT22 FL81 - 7 R1 SP 2 _- � -P,0r FL10456 _ _ Stud Plate Tie _ SPT2 4 - FL817 R'1 5. SHUTTERSA. Stud Plate Tie Face Mount Joist Hanger 3PT4 _ FL821-R1 ET FL11506 STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf Titen Anchor Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf 6. STRUCTURAL- COMPONENTS--- - A. CONNECTORS/ WOOD COStrong-Tie Simpson _ see chart ANCHORS USP Structural Conn. sae chart _ B. TRUSS PLATES MiTek industries Inc. Truss Plates FL219 - 7 R3 N/A G. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL'158-R3 N/A We Neklwa CP - � a Pre -Stressed Pre car S is -- t �nd Pre tr.,�sed Unt.l� - FL1418-P.2 Lott's CP Lintel _ FL12045 _N/A N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels FL6264-R1 N/A� The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information I 1 must be available o P ' ' t the inspector P 1 on the onsite• 1 00 9 c of the product approval, al 2 the p , J ) copy p Pp 1 performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE .� n Cross Over Chart with Florida Product Approval Numbers 6FIoridaProduct Florida Product A roval Product Descri tion USP ProductPPpNumber AplProvalNumber Number FL104.46 Framing Anchor IMP34 IFL822-Rl ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 C322 FL 00852 Coil Strap -fie R3300 FL822-R1 H3 FL10456 Hurricane Tie REPUP t HOLDER: Installation of Ore sfdhgJ, Including the panels, corners, starter H10 FL10456 Hurricane Tie RTI 6 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 HCP2 FL10447 HDQ8-SD33 FL 10441 Hurricane Tie Hip Corner Plate Connector Holddown LFTA6 IHHCP2 UPHD8 FL820-R2 FL817-R1 FL817-R1 HETA16 FL11473� _ Embedded Truss Anchor HTA16 FL821-R1 J_ FIETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R,1 HGUS210-2 FL11468 Truss Hanger TFIDH2_10-2 FL821-R1 HHivTA40 HSUR/I-410 HTS16 HTS20 FL11473 FL10655 FL10456 FL10456 Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HTVV16 HTVV20 FL820-R2 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 H i T22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 _ FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger Kaycan FVC Siding is used as an exterior veneer and as with the preseflptive requirements of IRC Seaton 8703.4 for HUSC412FL10655_ ITT W lUT 1GT2� LSSU210-2 FL10667 FL10531 FL11470 FL10447 Joist Hanger TF I -Joist Hanger I -Joist Hanger Light Girder Tiedown Slopable/Skewable Hanger THO THF LUGT2 L.SSH31 FL815-R1 FL815-R1 FL817-R1 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger Kaycan PVC Siding in horizontal and vortical !ap biding and 1110 ttodgn must be !n accordance with IRC Sucflon LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 _ Strap Tie ---^ 1:STA18 FL816-RI�� LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-RI LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 -Twist Strap _ LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 _ FL10456 Twist Strap LTVV20 FL820-R2 LTT19 �31 11496 Tension Tie LTS19 - FL822 R1 LTT20B 1496 Tension Tie LTS20BFL822-R1 LU S26 _ -- FL10655 Joist Hanger g J u S26_ F 8 L 21 R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X-1178U FL578-R2 - META22 FL•i 1473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Mediurn Girder_ Tiedown MUGT-15 FL11910 MST48 _ FL10852 Strap -Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MS`I"AM36 - FL11473 Strap Tie for Masonry MTS12 F- L1046 Twist Strap MTW12 FL820- 2_ iV1TS-16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 � FL10456 Twist Strap M•T1/V18 r L$20 -R2 MT320 FL10456 Twist Strap MTVV20 FL820-R2 MTS30 -IFL11476 FL10456 Twist Strap Tension Tie MTVV30 MTS27B FL820-R2 FL822-R1 15'A5 _ Foundation Strap TA51 _ FL -816-R1 SP1 FL10456 _ Stud Plate Tie SPT22 FL81 - 7 R1 SP 2 _- � -P,0r FL10456 _ _ Stud Plate Tie _ SPT2 4 - FL817 R'1 S U24 FL10456 FL10655 Stud Plate Tie Face Mount Joist Hanger 3PT4 _ FL821-R1 ET FL11506 Epoxy - HD Titen FL2355-R3 Titen Anchor %17.840.37t7 _. HR Engineering, Inc. 14 13 E. f 1@rkst St'.iquite B York, PA 17403 Fax 717-M-0355 21 January 2009 Nick'Thuinpson, Product Manager- Siding& Metals Associated Materials, LLC 3773 State [toad Cuyahoga Falls,, Min 44223 RE: Florida Evaluation, Coventry Vinyl aiding; FBC2007 Dear Mr. Thompson; The following Associated Material, vinyl ,siding product; Coventry has 6cen tested and analyzed in conforrtnance with ,4STn•i D 3679-05 a, required by Florida Building Code 2007, paragraphs 1404.9 and 1405,11 plus Florida Residential Code 2007, paragraph 103.1 L 1 w�INCturdl lectin c g o ASTM D .72(6, as required by AS'I`ivI D 3Ci77, was dung at Architectural Testing, Inc. and is repotted in 779',15.01.109-40 and 82537.01-109-40. Tatting was done for Alside, Inc., wbich is owned by Associated Materials, LLC. Coventry vinyl siding is produced in.5 configurations, Double 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3'; all with a thickness of 0:042" A strengthening feature of this product is that it has a "rolled edge nail hem',, which forms a double thickness at the. nail hem edge. I hiveperfoulned a corrlbirrpii,on of rational and comparativi> analyses nil this product, which' includes the rnandatory requirements of Annex ,4.1.2.1 in A.STIM D 3679 Lnstatiatiun must be over 5/8" nrinirimmn nailable sheathing or 11z" ininirnuoa plywood. Installation. fasteners ,nest be roofing nails with 3/8" diameter head, 1/8" dimneter shank, and 3 minlDlunh ten th of I -4J ". The allowable design wind pressures for all 5 coufiguirationp, inul,uding Double 5" Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3 are •1•/.173 psf for 8" .1tud spacing, +/.115.3 psf for 12" stud spacing,and.k/,86.5 psf for 16" stud spacing. In order to hchir_ve these pressures, all studs musi°hxve nails 4d there Ind all traits must be in studs. The abov valines can be cornpared directly to the required wind loads in Chapter 16 of the Florida Building Code. I trust that this information is sufficient for tile, pro)net needs. If .there are any gtjestions about this report, or if anything additional is required, please Idvis,u tine. Sincerely yours; ,''Allen N, Reeves, Y.E. Structural Engineer ANR:anr Florida Lict,.rfse No, 19351 r Ce: 09010005 t 717-846.3%47 HR HR Engineering, Inc, 1418 E. Market St., Suite 6 York, PA 17403 "lied 3enuan, E.E., Administrator, Florida 1'3uildink Cc& Commission Ted Belman and Associates, LL(_'. 925 4171 Street Suite 104 Nliand Beach, Florida 33140 RE: Cin tification of ladcperndence Des Mr. Bcrnlall; LG. Installing soffit and fascia Please nate; Nthough vinyl swfu are manufactured with flx sumo exacting standard, as all vinyl products; UV Inhibitors are not added to lila vinyl formulation as soffits are not exposed to direct sunliyh5 For this,easun, vertical or horizontal ;mtaiatlon of soffits on walls is not rerommcnded and cannot be guaianleed. Installing trim - Option A When fascia is applied without exposed nailing. 'Will Upon eave: SUM F -channel to the exterior of the fawia with the top leg resting against the bottom Of the board. Beaune F -channel un wall, level with the F -channel on Ute fascia. With closed eave: Use, a J -channel in placo of the F -channel it fha'wall. Secure ail channels every l on senior, in center of nail slots. Installing trim - Option B When sofil only sppli cd or when fascia a panel is scoured to underside of wood fascia. With open cave: Secure F -channel to the wail and to (tie -inside of the fasclu board, level with each other. Cut out back of charmer to fit around rafters, if needed. With closed -ave: Substlute J -channels for the F -channels. 5ocura all channels in ine tender of tie nail slots, 12" oft center. Insfallirlg soffit 1. Measure the distance behween the inside of the inside and outside Nims. Allow 114' per side for expw,a'cn and cut (he panels to length. insert panels into trims. For eave; over 16' in width, you will need to instatl in!ennediata nailing suppolis to kixp the soffit fronrsilggiog. 2. Interlock panels as you would vertical siding. Closed soft can be secured every 12• on center. 3. Whorl fast a panel is not being applied, uoo an F -channel or J -channel at corners of the overhang to property finish the Installation. soffits t.yrhPl.1 meet at a corner, the joint can either be diagonal {mitered) or square (beth illustrated). Both methods are made with J-cihannel or 11 -channel. ,- taxis �Sf '� �, 1 f{hdNrxl 31•ju-'- Opfiun A 1 { " j ch�rntl j ,7 • ttnsnnei wt"t avail''.-. Option 3 A ., t l 4 rFlr raA Rrx.�mn r Magoild trim use a n i rY,1�lz, Ii M MEl1i ` Straight hon uao J ch;,rrtg H�fi:ltrrcS ICC -ES Evaluation Report ICC ESt f�wtrv,, ESR -1495 Pit FILE -•--T--- Rolssuod November 1, 2008 - Thio report is subject to re-oxarnintilion in tlao years. - vnV_w jcc-0s-ortt t (800) 423-6587 ) (562) 699-0543 A Subsidiary of the International Code CounciP QIVISION: 07 --THERMAL AND MOISTURE PROTEc rION 4.0 INSTALLATION Suction: 07400-- Siding 4.1 Gunund: REPUP t HOLDER: Installation of Ore sfdhgJ, Including the panels, corners, starter _ strlps, Will and other accessory toms, shall bu it, accordance KAYCAN LTU. wilt, Ihu nr,nufaclure(s publishud br 1011ahua Instructiars, the ONE MEMORIAL DRIVE applicable code, un d ts ro xJrt. In U10 event of a conflist R,CHFORD, VERMONT 05476 betweenl 1113I118111Jfaetllrere (ihb119hed inutallaiiun 1nutrucilon3 (002) 040-7010 and Oils report, this report shall govern. A copy of file vww.kaycan.cut n,enufacturer's publish6d iauW11aliun ii0ruchun: shallbe on Q the lobure at all limes during Instulloton. EVALUATION SUBJECT: 3olld chealhing error a tvatur"resistive bunlor chat] bo - pru'JuLd behind the siding, as ruquirud by the app;icabl6 KAYCAN PVC SIDING cod. 1.0 EVALUATION SCOPE The allowablo could loads area; noted in the prescriptive �{ requfr0rnonts of trio applicable code. Seo Section 4.2 for Compliance with the following codes: applications in excess of filo pfescriplivu ruquirenlunts or Doc to 4 inch Hodzontel Dutch Lap 1y _ 0• Tf'p u 3 inch Horizanta! -'�-- D0uLlo 4.5!nd, Hvriavntul 1y. 0, whole the applicublu code does not provide prescriptivo o ZU06 Inlofnalional building Code°' (IBC) raquilentents. 'LOUR Inieftludunat Resfdanfial CudcP (IRC) 4.2 Wind fi fsWce: 1991 uniform building Code"' (UBC:) Design wind pressures must be determined In accordance a r tt BO r\ N� rr . ho al Bui;dinr 1. Gude] Jv9 BfJd ' J ( will, Chapter ter t6nf the IBL' • SBC UBC w BNBi or Sed n U a - 301 I fin r a ca, t rutile ••,i••• 1 o tin, IRC. In r • vt bur c nlnd s fed 3- P ( 1999 Standard building Code"' (SB(;) secund gust do net exceed 100 ntph (45 n:/s) (80 miles per 12• _ 0^ hour (36 m/) (fastest mile) under Ulu, UBC), and the building Properties evaluated: height Is less than or equal to 40 feet (12 192 mm) in = F�ttedorvaneer Exposure C areas Installation must comply wills the prescriptive rogUila aunts of IBC Sbcdon 11105.13, BNBC ■ Wind res'is'tance Secticn 1406.3.3, SBC Seri:on 1403.9 or UBC. Section 1405, as applicable. 2.0 USES In jurisdictions onrorcing the IRC, installation much cuf 1ply Kaycan FVC Siding is used as an exterior veneer and as with the preseflptive requirements of IRC Seaton 8703.4 for closurematerial on Ilia urif fila of exterior roof eaves amesv9here ilia basicwi.^.d speed(3-second Oust) ixlessolea (soffits). 110 mph (49 mis) in Exposure B,. and does not exceed gU 3.0 DESCRIPTION mph (40 iois) in Exposure C or 05 mph (37 nVs) in Exposure D. Forapplications!if exco^,s oflheproucriplivufequin:rnuota, Kaycan PVC Siding in horizontal and vortical !ap biding and 1110 ttodgn must be !n accordance with IRC Sucflon soffits manufactured from rigid puiyvinyl chtorido (PVC) IMU1.2.1.1. cuidunniny lir Ilio ruquhmuuals of AS rM Q 3679.'(Ilu aiding For applications in exco; of the pn;sc•i ptiva requ!rmnell s, Is used as an exterior ^tall covering over solid shenfhiny and the Kaycan PVC Sidlny has an alloy✓abut negative wind load as eof it. I he siding has a plait- or Wood grain texture and Is of 70 psf (;1352 Pa) 144 psf (2 Joy Pa) under the UBC) vIlerl available IN Jaf!Otla colors will, matching film, tumors, and attached to a collo-complying, minimum J/y inch -thick (10 slarturstnps.'rheparloke nroa miutrnun, of0.040 !rich (I mal) mfn), atructura]-'atoll OSB sheanling. The aiding shall be thick. Lengthy rangu hunt to to 12.g feet (3048 lir 3610 min). attached with 0, -Inch -tong (313 nun), 3/d inch -diameter -head Prowls are fo incol wlili an upper edge having nail slots and a (IU nue),'/B incfi-rSiantOtor-chunk (3 mru), cerrusicn-resistant lower edyothat hookeInto the upper edge ofthelower course. roofing finds spaced 6 inches (152 mm) on center. Thu Tho ;Lding Is produced in different profi!os as descfibed in structural sheathing and training to which UO slding is Table 1 of this ropoit. aftachOd are outside the scope of this report, RIP.- nr wr k t J r tl+a r - Y v ;rtc�r,:or:p 1U_1110Y-4111 rrcA. 1-11,: f, rs nese o/rrvs a:bJa i 1 N 1 a f r 71 ry ay Ice a. ;,,, Ir,,, raptor. ... � tamyJ'nJrrgcr whirr u:a.9v If 's reµn, or„W,rYVrarwc rid YY l,srepw.r �2 =� Copyrlghl6J2vi;e Pays 10 2 Fax 717.048.0355 22 January 2009 In confDrrnance with -Rule 9k;-72.110, F.A.C. "Criteria for CettifieaCon of Independence", I offer the following. I an, a registered professional engineer in the state of Florida with license punlber 19354, I work in a two Gerson consulting structural engifteerirtg firtu, "Fitt Engineering, IriO.", of which I ant the majority owrl.."r. In my work performing an evaluation, I do riot have, nor will I acquke a financial interest in any company manufacturing or distributing pioducts for which (lie reports are being issued. Installing soffit and fascia In r atalllna fascia. 1..nsta11an undersill file at the tap of the fascia board. 2. Peleasur0 di§l nu0 from bra butlunl of lila F.channel to the top of the wdoradl friar, and their subtract 1/4" for dearanco. Cut panel (o width. 3. perforate lire cutedge using snap -lock punch approximately every 8', ensuring the tabs° face outward. 4. Hook ilia leg of the fascia pard over the F-charind, and snap tho labs into the unarm II trim. Il suffif to not being Insicred, heck the fascia directly over the hiscla board. An alternative to snap heck pucch ataclunen! is to slide the top of Ulu fascia behind mak,] drip d. a. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel; leaving a 1 112 tab to be inserted into overlapping panel. 2. overlap 314' (half the distance of the notch). Capping fascia To weke corner caps, cut a piece of vinyl fasola that Is 51 i2" long I. Marx the venccsl cenlerEne on the back of Uro plv+o. 2. Cut a g0 s ct un of the t from flange i .15' anble on litho side 3. Use a hared Beau er er m I o aighleil( along vertical uanfarin c to orate a right 4. Using a snap -lock punch„make tabs just below tau top edge of the comet cap, making sure that tabs Few uuf vard Inst II corner cap by locking the bottom Over rho cx sting F charnid and napping the top edge into Ute undmill trim. altdera76ly4r, --l- Fascia Installation VV01 Fascia overlapping EfiR-1405 I Most b'4idelyAcr;eptud and Tres?ed Wind resistance of the soffit panels Is oul5id0 the score: of this report. 5.0 CONDI HONS OF USE TfieKaycbnl^1GSldiryde cnovJln'.nisr0pertcomptes'mdh, of is e suitable adentativs to vaha! is spuciied In, lh0sa cede& listed In Section 1.0 of til, report, sub; -at to the iNlcvviny curdi0ens: a, I The sidingis linuled to imlullulions on buildings of rype V -B (IBC), Type 5B (BNBC), Type VI (SBC), and Typo V•N (UBC) cm ahuclidn, and to construction permitted' by the IRC, as appilcuble. 52 The oxtoricr wale sin oil be braced or shoathed to r0s;st rtn:king luaus with npprovad nratur!als In ecculdonco Vdth of rho appl)Cabto code. 5.3 The sWlny sha!I be instilled only On extedcr walls over solid sheathing capab!u of ros!uUng design wind pressures ' p ' o., Doth POsitiva and nagutive. The sheathing shall be covurud with a wator•rusrctivo bonier, as required by lire applicable cotta. Page 2 of 2 s4 Tito siding !s manufactured In Rlchford, `Jeraront, under a quality contlul program with inspections by Architecture! Testing Ina (AA -676). 5.0 EVIUFNCE S MMITTED 0.1 Maoufacbnel's published installation ins",;Uons. 0.2 Qata in P('cOnfanLa with Ore ICC -ES Evaluatiun Guideline for Vinyl Sldfng (AC37), dated October 2000. 6.3 Quality ducLn77enrdlm !n accordance with the Acceptance Crlterla for Quality Documentallon (AC I U). 7.0 IDENTIFICATION The Kaycan PVC :;iding described in this tepml shall be Identified by a stmtp bearing the Kaycan Ltd. name ondlor Oadumurk, the product type, Ole statement 'Confomts to A ; m spucilkuton D 3'379," the statem3nt'Confo ms tO UBC Standard 14Z, the Iserfr �r of the iP a n� 0cuon ' r enc J Y (Flrdliln(Arul Testing, Inc.), and the evaluation repot number (E3R=1495). TABLE 1-KAYCAN PVC 5I1DhW3 (- tv1U0EL _ Pit FILE -•--T--- LENUTH Ooard & ashen- (D -� �isylo'r ind3 Vsrt,cal 10' 0^ _ _D-4 Avant] �04 _ Doubt o A Inch HQ1140,nol Dutch Lop 12': g^ -- Manlvis _ Double 41nch Hulizontul 12 _ _U__ a 7 Ucublu 5 inch Horizontal 12• _ 0• U -v Eleymtco _ puvbla 5 incl Hurizvnlul Uu[ch Lop 12•. p" _�Y U -S Vmlirail __ Lrt^risluu Q _ Doubto v inGt Vtrticul Uvui7ly 4S inch Horimnfol )p _ 0• 12• _ p• New - Non -i3-f coatP fk �- a B uvd _ - riluyl0 r3'/, inch Hvrin1nt131 (G• _ 0., '- r, Dcu_Iu 4.:5 inch 1 Izan h t41or al '- - 0" 2 C v Ocean Parxoe __ PiuUnum -coos D-4 �{ - -- _ G mchllrYuli. v 3 ul 4 ir•ch Hv,izvhtal - 12' - 6" Piaunu t -ne. D 4 UutcIt Lap __ Platlnu l serlee T-3 - Preva `.�- Doc to 4 inch Hodzontel Dutch Lap 1y _ 0• Tf'p u 3 inch Horizanta! -'�-- D0uLlo 4.5!nd, Hvriavntul 1y. 0, Serra �_- 0 U) Duublu4.5 Hcrizunial -_--- T•3 C!assir, �T-3 I -- Tripta 3 Inch t luri-rital Dutch lop 12'-U" -- ry riorizon6r1 _ T� imp e 31nch Idorizcnial 12• _ 0^ _Vantcd a' Double.4 mch Frcduratud Soffit - 12'-0' Vontod (r Solid 10" UUoubla 61nch Peduruted Sulfil Double 51nch Solid Solfit j2•. U - -IT - U" CcnL;r`I- ' anted 1Z'/Sold t'L" ~� Trplu 4 inch pit" y Purforetud sohflt vented 16" Qum -uPIQ 4 !nal P,tt' ted Soffit olid IG- Ful 91: 1 led, n 25 I Cluud,uplu 4 end, Solid Svlllf 12' _ e^ (CC EVAI.UA iON 5kHv✓10E, x'4C. 5vel::at< w Info- p Frctact ' has hngdcr 7.x±na9fAegtunst Oincx 41350 W„rbm�n tinli Kant y^7Jlutucr,.CA rA'GOl T_ -- - (562) 6W-0343 ptwnc + (162) 05-4694 fax ry Ourtificf7iora of Indeporidence aor Evaluation OX Evaluatiun ;envies, Inc, (1) ICC Evaluation S<hvice, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any u*;mpany manufacturing or distributing products for which evaluation a are issued. (2) ICC Evaluationzervice, Inc., is not owned, operated at cuntroll d by any company, manufacturing or dir:tnbutiny products it evaluates. (3) ]CC Evaluation service, Inc., does not have, nor vii6 acquire, a financial interest in any company manufacturing or distributing) products far which roperts are being issued. (4) IGC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any oilier entity Invoived in the approval process of the product. 1n 11 ss r sident U e - Pe ICC Evaluation serving, Inc. In my work performing all evaluation, I do not have, nor will I acauue, a financial interest in any other entity involved In the approval process of the piuduct: do [ trust that this is suflici nt fol the Florida Building Codd Colrut)1sSion's reyuuernents. If then(, are aity;yuestions abuut this certification of independence, of if anything additional fs required, please advise file_ sincerely yours; HP'j Fligilluering, Inc. L11 CtL"•'t•�s•/ ! i. /1..:,1.4-t,ruv C tUlerr N. Reaves. P.L. Chiari Engineer 1 nu,i.aeauA.;»'ul Oiflcam 736u `Vnrhmac Jl,I, AoaJ,"I1,cce 1.-n .-Ja01 a (163) 5994141 7� A1VI 111L www., .713 Y.;I nal Ofa,,:9W M-0", 9-33 3w,: A. eu tnyAam AI b 11:11 t (101) 199.9400 (794) 119.11.1 GC' /\_,,,00laled tVlak'.1'I.als, LLC R<;]anal Ufl- to LW` ifm,x anal, C�vn�rr Gib Ill ,ill ax:47.1.Q J 09010005 SHEET N0. P"'A 1 . 0 (D 0 C) 3 Q 0 O 7 Q ® 0 ^� 0 ca- _0 (CS 0 .0 � U_ O > Cn 0 U) E Q O C I -- U) Q < In my work performing all evaluation, I do not have, nor will I acauue, a financial interest in any other entity involved In the approval process of the piuduct: do [ trust that this is suflici nt fol the Florida Building Codd Colrut)1sSion's reyuuernents. If then(, are aity;yuestions abuut this certification of independence, of if anything additional fs required, please advise file_ sincerely yours; HP'j Fligilluering, Inc. L11 CtL"•'t•�s•/ ! i. /1..:,1.4-t,ruv C tUlerr N. Reaves. P.L. Chiari Engineer 1 nu,i.aeauA.;»'ul Oiflcam 736u `Vnrhmac Jl,I, AoaJ,"I1,cce 1.-n .-Ja01 a (163) 5994141 7� A1VI 111L www., .713 Y.;I nal Ofa,,:9W M-0", 9-33 3w,: A. eu tnyAam AI b 11:11 t (101) 199.9400 (794) 119.11.1 GC' /\_,,,00laled tVlak'.1'I.als, LLC R<;]anal Ufl- to LW` ifm,x anal, C�vn�rr Gib Ill ,ill ax:47.1.Q J 09010005 SHEET N0. P"'A 1 . 0