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� 1WIi,11WYIlrL1 V�.IYI>ti�;iiL EIMi�I�Y� LENNAR_ LENNAR TAMPA DIVISION 600 N. WESTSHORE BLVD. SUITE 500 Tampa, FL 33609-1140 813-882-4663 1370- ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1371 - ST. CROIX EILAND PARK TOWNHOMES 10 UNIT 1370 - ST. CROIX 1371 - ST. CROIX ABBREVIATIONS �-� )Oq�8-/07/7 7 INDEX OF DRAWINGS A ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE M M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM ARCHITECTURAL PLANS ALT ALTERNATE MTD. MOUNTED SHEET NUMBER TITLE AMP. AMPERAGE MTL. METAL OA COVER SHEET AIR AIR RETURN BD. BOARD N.I.C. NOT IN CONTRACT 1 A 1371/1371 - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS B BF BFOLD (DOOR) BLDG BLDG BUILDING N N.T.S. NOT TO SCALE 01 OVER BLKG BLOCKING BLK BLOCK (CMUs) BM BM BEAM BP BI-PASS (DOOR) 0 O.C. ON CENTER O.H.C. OVERHEAD CABINET 1 B 1530 - SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS BRIG BEARING OPT. OPTIONAL 1 C 1531 - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS O.S.A. OUTSIDE AIR 2.1 1st FLOOR MERGED PLAN ck CENTER LINE IE PROPERTY LINE C CAB. CABINET CLG. CEILING P P.B. PUSH BUTTON PED. PEDESTAL 2.2 2nd FLOOR MERGED PLAN CMU CONCRETE MASONRY UNIT PH, PHONE CONC. CONCRETE PLT. PLATE 3 FRONT & REAR ELEVATION PLAN CPT. CARPET PLYWD. PLYWOOD 4 SIDE ELEVATIONS &ROOF PLAN C.T. CERAMIC TILE PR. PAIR D. DRYER R. RISER -- D DBL. DOUBLE D.G. DUAL GLAZED R RAD. RADIUS R.A.G. RETURN AIR GRILL 5 ELECTRICAL SERVICE PLAN 6A 1370/1371 - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS DIM. DIAMETER DIM. DIMENSION REF. REFRIGERATOR REF. REFERENCE DISP. DISPOSAL REV. REVERSE DP. DEEP RM. ROOM 613 1530 - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT R/S ROD & SHELF 6C 1531 - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS DTL. DETAIL D.W. DISHWASHER STRUCTURAL PLANS EA. EACH S.C. SOLID CORE E ELEV. ELEVATION EQ. EQUAL S S.D. SMOKE DETECTOR SH SINGLE HUNG SN STRUCTURAL NOTES EXH. EXHAUST SH SHELVES _ SN1 STRUCTURAL NOTES EXT. EXTERIOR SHT. SHEET SHTHG. SHEATHING FAU FORCED AIR UNIT SHWR. SHOWER S 1.0 FOUNDATION PLAN F.G./FX. FIXED GLASS F.G. FUEL GAS Sim. SIMILAR S.LT. SIDE LITE FIN. FINISH FLR. FLOOR FLR. LINE FLOOR LINE SGD SLIDING GLASS DOOR STD. STANDARD S1.1 MERGE 1st FLOOR STRUCTURAL PLAN FLUOR. FLUORESCENT S.V. SHEET VINYL TEMP. TEMPERED GLASS F.M.C. FLOOR MATERIAL S1,2 MERGE 2nd FLOOR STRUCTURAL PLAN CHANGE THK. THICK S2.1 -- FLOOR FRAMING PLAN FR. DR. FRENCH DOOR FTG. FOOTING T T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL GA. GAUGE GAR. DISP. GARBAGE DISPOSAL S2.2 ROOF FRAMING PLAN G G.F.I. GROUND -FAULT CIRCUIT U.N.O. UNLESS NOTED OTHERWISE — S3 STRUCTURAL DETAILS INTERRUPTER G.I. GALVANIZED IRON GL. GLASS v VLT. VAULTED GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF S4 STRUCTURAL DETAILS H.B. HOSE BIBB W. WASHER S5 TRUSS BRACING DETAILS AND NOTES H H.C. HOLLOW CORE w Wr WITH HDR. HEADER W.C. WATER CLOSET HGT. OR HT. HEIGHT WD. WOOD WDW. WINDOW W.H. WATER HEATER S6 TYPICAL 2-STORY SECTIONS & DETAILS I INSUL. INSULATION TNT. INTERIOR W.I. WROUGHT IRON W.I.C. WALK IN CLOSET W.P. WEATHER PROOF STAIRS _ STAIR DETAILS LLAV. LAM. LAMINATED LAVATORY LUM. LUMINOUS FW-1 FIREWALL AREATABULATION PA 1.0 FLORIDA PRODUCT APPROVAL 10 UNIT COMBINED AREA TABULATION 1st FLOOR 7288 S.F. 2nd FLOOR 7382 S.F. TOTAL LIVING 14670 S.F. ENTRY 300 S.F. COVER PATIO 366 S.F. STORAGE 210 S.F. TOTAL SQ. FT. 15546 S.F. DATE I MASTER REVISIONS "MMEC PLAN(S) IV PIPEN 1tIrV1E BY ZEPHYRHILLS FI HAL'S O /� Date: ' oiMstory wvierr b a:�tN corNrl ft's Bole lopw local ordinanlces. In silA inspedw r@ bring those areas If1ftq msponsMW for the wM d appii "WPA in con kw= with ew is rd inbnded that the plans are in e NFPA codes and her examination or npliance, it shall be City assurnes n0 to be in corrwlianr,e local ordinance: DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com o LO CDLn W oNg rn z�J% amM LLI N fh z FQ—=OUM ZEo W _j W Z V) �• w U V) 0 U Z v) O Z p Q o 1 Q I Z I �_ U Lu 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 R30I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED TOR 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 DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 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 .•`'J Nk�I NE &'A L: .`. �` ' �GENS •. �i��i 10 � M •• r ' No2k -00 �, STATE OF •••'••.ft;; ;�i�TITLE: COVER SHEET SHEET INFORMATION: JOB NO.. 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH OA II- 0 I co O co LO 9 /1 s_:/r '.: , , , , � Z MINIMUM HEADROOM OR (2) SLOPED PLANE ADJOINING TREAD NOSING FROM FLOOR SURFACE OF LANDING , FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5 mm. MINIMUM �4E ADROOM FOR 51. 1 INCH = 25.4 mm. CONVENT I ON,4L 5T,41 RW,4 T' EACH RLIGHT REGULATED ON ITS OJN DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND j=rjLOWEST RI5ER5 WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. FOR 51: 1 INCH = 25A mm. STAIR TOLE:R4NCE5 W(LL, 6'-4'M, 0. 8�-R FAD PATIO REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = I'-0' V-11/2' 1 L 5'-41/4' 104o 3/4' 2nd FF, *--T I 2X6 CONV. FRAMIWG a 16' 2xb P.T. LEDGER ? 1 O/C W/ USP HUS26 , W/ 1/4' 0 x 2 3/4' I HANGER AT EACH END q TAPCONS a IVO/C � 3/4' � � �� 14 RISERS s 1111' EACH PLUS - I RI5ER 6 13/4' I f 14 TREADS 9 5.15' EACH !'HALF WALL W/ lxb WOOD CAP (SEE 1 I TOTAL HEIGHT = 9'-4 3/4 STAIR PAGE FOR I ' 2 RISERS + 1 TREAD = HANDRAIL INFO) 1 GREATER THAN 24' t NOT TO EXCEED 25' (2)1 1/2' + 9 3/4' = 24 3/4' LANDING NOT TO INCLUDE I' NOSING. Ist F.F. STAIR DETAIL - 1370/1371 - ST. CROIX SCALE:: 1/4' - I'-0' REFER TO 5HEE7'STAIR' FOR INFORMATION NOT 5HOUN IT-10 1/2' 3'-II 1/2' e 1A LANDING LIVING ROOM UP Cn ; N KNE II WALL n II 3'-8 1/2' I ry DRAIN PAN, n DRAIN TO N I00 r 1'-4- 1'-8- T-10' -0' 10'-4' `^ OUT SIDE OF W.H. $1.0 FOR LAYOUT) 'L bi�0 T.P. I/2 BATH \,PRESSURE I RELIEF O - 0 gFE 1}- C O T. V-41/2' "� m M - r 401 4, I��n � � �I 1 4'-81/2'LL I I12' x 12'j OH.C. I'-111/2 112 WALL 6 39 1/2' W/COUNTERI ABOVE a 42' AFF. 16' WIDTH COUNTER ABOVE, 1A r-,{ J' r 1 01 L - _I 3-=xb-8 OPEN'G 1? FLAT HDR 1 O YLl p — - I I I I °" - DINING ROOM s� I 1 KITCHEN I c� I o T-5 1/2' 12' x l2' o.H.c. 2'- ' IT-2 1/2' SEE DETAIL 'A' FOR REAR UNIT CONFIG, 1 1 I/2 34 5H r l2) 25 E 3'-0'x3'-0' CONC. PAD 10'-4' 4'-10' Y-0' 21'-10' 1 st FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4' = 1'-0' 5'-4' rlpmirtir. c n, I1-i 1 21_m IM, KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4' = 1'-0" T( SE co IT-6 3/4' ,, 9'-3 1/4' 2nd FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4' = I'-0' wecucD DOMESTIC WATER SUPPLY SCALE: N.TS, PLUMBING LEGEND ------------- = VENT LINE: = SANITARY WASTE LINE = COLD WATER SUPPLY w — Hv — Hw = HOT WATER SUPPLY NOTE LICENSED PLIlM6ER TO VERFY AND WAS THE AUTHORITY TO CHANGE AS NEEDED. VTR 1 I I 2" WASH � I I i 2" 2" FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUT5IDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I, EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FIN15W FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45- UN.O. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT t GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION MI 5013 F.R.G. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL t EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 3 1/2' FRAME WALL U.N.O. AREA TABULATION UNIT ST. CROIX Ist FLOOR LIVING 691 5F. 2nd FLOOR LIVING ro80 5F. TOTAL LIVING 1311 5F. ENTRY 21 5F, GARAGE 0 SF. TOTAL SQ. FT. 1392 5F. V LAV TUB �' i I WC 4" n WC T 3" i LAV I LJ KIT. TUB I V 2" BUILDING WALL TO 4" SEWER SYSTEM 3" 1/2" WC SANITARY WASTE RISER DIAGRAM SCALE: KTA r DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Floddo 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com Lu W ONE M z¢ catov, fo140 ` Z I..-.0UM z rN o W uS z�~ z Lu U V) 0 U _ I Z V) O Z Q, 0 1 Q C 1 C U Z v) U _� W 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 11NTERNAL PRESSURE COEFFICIENT = t0.18) 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 WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2010•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF OANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUC71ON OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 [] SAMUEL A. GREENBERG, P.E. #34245 �) THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #¢ 15 •u-- -.as ,t •• �,\G NSF • ti •. 1 � DN lz ;• STATE OF •••'•••;`�c6 TITLE: INDIVIDUAL UNIT 1370/1371 - ST. CROIX SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 1A r- r-- CD 1 co co o 'r— V J r- 9/ C-1A i i � z i MINIMUM HEADROOM OR (2) u SLOPED PLANE b-( ADJOINING TREAD NOSING (1) FROM FLOOR SURFACE OF E LANDING FOR 51: 1 INCH = 25.4 mm, I FOOT = 3048 mm. 1„11W fU1 l HEADfRCO" I (� X In dr 9' MIN N mm; FOR 61: 1 INCH = 25.4 mm. CONVENTIONAL 5TAIRWAY EACH FLIGHT REGULATED ON ITS OUN GREATEST ALLEST DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A = FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND _j, LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR 51. 1 INCH = 25.4 mm. 5T,AIR TOLERANGE5 T-4' T-8 3/4' 3'-8' 11,44 3/4' I I I I I � M I � 3\/ 2x12 P.T. 1111 I/4'x' TAPCONS AT IV O.C. V-41/4' 2 RISERS + I TREAD = GREATER THAN 24' 4 NOT TO EXCEED 25' (2)11/2' + 9 3/4' = 24 3/4' NOT TO INCLUDE I' NOSING. 14 RISERS s 11/2' EACH PLUS I RISER 0 13/4' 14 TREADS 9 9 3/4' EACH TOTAL HEIGHT = V-4 3/4' 2nd FF. (3) 2x12 5YP'1 SPACED EVENLY W/ CONTRICTION ADHESIVE PL200 4 2-Ibd TOE NAILS AT EACH END \y )L�-42"WALF WALL W/ Ix6 WOOD CAP (SEE STAIR PAGE FOR HANDRAIL INFO) 15t FF. STAIR DETAIL - 1530 - SIESTA KEY M CP SCALE: 1/4' = 1'-0' REFER TO SHEET'STAIR' FOR II FMATION NOT SHOIIN 4'.0' 2'-6' OPENING ,, Y-III/2' I OVERHEAD I-- ------ ----- I CABINETS r I II I II -----------)I II I II II ,n II II K, II II KITGNEN II II KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = 1'-0' q L Y-0' 10140' CONC. PAD I 2x4 WALL I COVERED PATIO STOR. c4 HB. 5-Ox6-8 SGO O O D.W. I ul p I SINK — — W/ DISP c S KITCHEN I 0 1 REF. N - 1---------- ---- �' O.H.C. Lu a 2'-6' = 4'-0' 3'-8' 4'-4' I 1/2 WALL 39 1/2' W/COUNTER 1B ABOVE 9 42' AFF. 16' WIDTH COUNTER ABOVE. N — I DINING ROOM N I — 4'-3' 6'-4 1/2' 3'-II 5/8' DRAIN PAN, I DRAIN TO OUT 4' ARCH, I SIDE OF UNIT, SPRING 6'-8' (SEE 610 FOR p. TO l'-4' LAYOUT) — — — — �, I UNDERSTAIR57/ BATH >1/2 *)D< - TILE GET. A N re �\I W.H. x Lj m I I I T.P. PRESSURE 5' 0'RELIEF 4' ARCH, SPRING 6'-8' LANDING UP TOl'-4' .r A `� 1B 3'-8' 5'-9 I/4" 5'-0 3/4' HALF I WALL I I I � v I LIVING ROOM I V I I M N I I i U _ FOYER I (2) 25 SH e0 * EGRESS a° d +n 2ON m ENTRY _ zEt I 25514 EGRESS N 4'-3' Y-0' 2'-8' 1 st FLOOR PLAN - 1530 - SIESTA KEY SCALE:: 1/4' = 1'-0" 2nd FLOOR PLAN - 1530 - SIESTA KEY SCALE . 1/4' = 1'-0' WASHE�all R I I J ,z5� TUB I � I I ` KIT. ,�I I TUB ^ ' WC I � 1/2" H.W.H. 1/2" `f �wc ` �> TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.TS. PLUMBING LEGEND -------- = VENT LINE = SANITARY WASTE: LINE = COLD WATER SUPPLY = POT WATER SUPPLY NOTE. LICENSED PLUMBER TO VERIFY AND HAS THE AUTWORITY TO CHANGE AS NEEDED. J�4" VTR I I i 2" " i "I _ 1 TO SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: N T5. I �1 /2' VTR A �-1 1/2" I I I I I I i I I FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRESS CODES, IF THERE I$ NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL WEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRICTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.RC. LOCATE 50 AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 1/2"FRAME WALL UN.O. AREA TABULATION UNIT SIESTA KEY Ist FLOOR LIVING 154 SF. 2nd FLOOR LIVING 111 S.F. TOTAL LIVING 1531 S.F. ENTRY 45 Sr-. COVERED PATIO 69 SF. STORAGE 18 SR TOTAL SQ. FT. 1663 SF. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com >r O Ln � � N � � M in > z fr1 N aoLai°�D z aN C00 Wz3~ z Lu U 0 U _ V) Z V) :;i F-- 0 Z O , Q IL I Q I Z V) Q I U V) Lu 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 = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD 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 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 UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H, HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, X) *L: •' ������,•' \ �G E N S 2 �r • 1� • • � ' 122 -b : 33 ' 0 STATE O ....•• C� �. +•��'�� TITLE: INDIVIDUAL INDIVIDUAL UNIT 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH I B ITS O I co LO I O co "+ J Cf It c-, III ( 0 u� i i i � z i MINIMUM e0 HEADROOM OR (2) 9 SLOPED PLANE of ADJOINING ' o TREAD NOSING FROM FLOOR a SURFACE OF LANDING FOR $h I INCH = 25.4 mm, 1 FOOT = 3042 mm. MINIMUM �4EADROOM n FOR SI: 1 INCH = 25.4 mm. CONVENTIONAL STTAIRIIIXI' EACH FLIGHT REGULATED ON ITS 011N DIFFERENCE: BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/6'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. FOR Sh 1 INCH - 25.4 mm. STAIR TOLERANCES 4 9' I 3'-3' 3'-6' 3/4' PLYWOOD OVER 2xb FRAMING: W/(2)1 Od HVAC � � � 42' HALF a EA, gyp. I WALL W/ l x 6 I WOOD CAP TOP OF A/C PLATFORM I 2nd FF. — i r - I- T1�- I I I GIRDER � FRAMED KNEEWALL TO SUPPORT' A/C I BEYOND I LANDING PLATEFORM (SHOWN DASHED) i � I 2 RISERS + I TREAD = � I i wG GREATER THAN 24' 4 NOT TO z EXCEED 25' T- (2)11/2' + S 3/4' = 24 3/4' 20 P.T. W/ 1/4' x NOT TO INCLUDE I' NO$ING. I = 2 3/4' TAPCONS 14 RISERS 91 1/1' EACH I AT Ib' OC. PLUS I RISER s 13/4' °^ j 42' HALF (3) 2 x 12 SYP+'1 14 TREADS s a15' EACH I lllAL1 W/ I x b SPACE EVENLY W/ TOTAL HEIGHT = V-4 3/4'Ist F.F. / WOOD CAP CONSTRUCTION T-3 3/4' Y-V ADHESIVE PL200 4 2- Ibd TOE NAILS 10'-9 3/4' AT EACH END STAIR DETAIL - 1531 - MARTINIQUE I SCALE- 1/4' = 1'-0' REFER TO 5HEET'STAIR' FOR INFORMATION NOT -%H N 5'-2. 1'-8' OPENING _ I OVERHEAD N _I - - - - - - - - - - - - - CABINETS -II - - - - - - - - ----- � I II I II N I II I II - - - - - - - - - - - II I II II � II II II II KITCHEN II II KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4' = 1'-0' 1 st FLOOR PLAN - 1531 - MARTINIQUE SCALE:: 1/4' = 1'-0' 4' :E iE D R E. (2) 25 SH HD. HET. 6' 10, * EGRESS I I I I I BEDROOM 2 i I v I I I II'-91l2' 2'- II/2' I 3'-B' 2'-5' 5'-81/2' 5/SW T. I-6X6 V 2-6X6- CPT.TI E 30' BASE o w VANITY } I +a BATH T.B w I 10'-10, I I II � LOCAT� j i a I I IN I I"' LQu FLEX SPACE 1 FIELD I Ix 122'X36 I I I� O b LMIN. -i Lu I I 4'-10 3/4' 5'-II 1/4' v e HALF DO LN WALL LANDING 1/2' 4'- I!2 3'-4, `n A/ R A HVAC — -- — — A A/W 1c �? x LANDING 2-6x6- A 1/11 IIIAI I M.G. V W.C. CPTTI E 48' BASE VANITYtLul M. BATH O O O m a T,B. I p/ R/S ,+l — — — — — M N 6-0x64 BF V-2 1/2'Z -7 I/2' A/C CHASE I N I I MASTER SUITE I I I I I 24/5 SH HD. WIT. HD. WIT. 61-10, *EGRESS 2nd FLOOR PLAN - 1531 - MARTINIQUE SCALE:: 1/4" = 1'-0' LAV. I I ' TUB W4 I I LAV. TUB 112" /�', LAV. WASHER I I 1 I o �\�x KIT. H.W.H. 1/2'"�+ , 1/2' 1 TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: KTS. PLUMBING LEGEND ------------- = VENT LINE: = SANITARY WASTE: LINE: = COLD WATER SUPPLY = HOT WATER SUPPLY Nam: LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. VTR t LAV 1 l�� 2' 2" 1 I 3" W I 1 I ; 11 3 I J� TUB " lam\ 2 KIT. BUILDING I WALL TO SEWER SYSTEM N TU LAV f 2" 1 VTR I 2" 4., i I W 3" .,Vj` •� 3" WASH SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. FLOOR PLAN NOTES L WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM, I. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF TIRE 16 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. K 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DE56NER SHALL NOT BE HELD RESPONSIBLE, 4. EACH DWELLING MIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.R.C. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL UNA. AREA TABULATION UNIT MARTINIQUE 1st FLOOR LIVING 154 SR 2nd FLOOR LIVING 1"M SF, TOTAL LIVING 1531 SF. ENTRY 45 SF. COVERED PATIO 69 SF. STORAGE 18 SF. TOTAL SQ. FT. 1663 SF. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoengineenng.com � o uj w ON � ZJ am� awN M fCe 40L Z�evZi lo00 °° z c~n E w J3~ W z m C/) •--� w U v) O U 2 v) V` >Z 0 Z p Q C 1 Q I Z v� I U I V) W 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 = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD 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 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 DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, rTHUY P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, • L *!nAcE�6 �•�� f aaaaaa, ����� TITLE: INDIVIDUAL UNIT 1531 -MARTINIQUE SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH I C r- 0 ' 1 L J I O L J A -IVJ IY -n IM -n LI -IflJ 10'-4' 4'-10' 3'-0' 10' b' 0' 3'-0' II'•b' I'-b' 3'-0' 3'-0' II'-6' II'-6' 3' 0' 0' 10'-b' PATIO CON. PAD CONC. PAD CONC. PAD CONC. PAD I CONE. PAD CONC. PAD CONC.FAD PAD Par10 8'CON PAP CON. PAD 3'-0'x3'-0' CGNG. PAD I Rm I GONG. PAD — — — — — — — — — — — — — — — — — COVERED PATIO — — — — — — — — — — — — — — — — — — COVER PATIO — — — — — — — — — — — — — — — — — — I COVER PATIO I — — — — — — — — — — — — — — — — — — COVER PATIO -------------- --- --- I COVER PATIO ----------------- COVERED PATIO S O St0 � — SSS� STOR S>� STOP, I - J I 0' 3'-10' 5'-4' M. O. 2'-8 I!1' b'-4' MA. 2'-9' 2'-9' b'-4' M0. 8 If1' I 2'-8 I!1' b'-4' MD. 2'-9' 2'-9' b'-4' M.O. 8 IQ' S'-4' M O. 3'-10' 2'- I L '- KITCHEN c PINING ROOM i B. HB. I HB. HB. - I i DINING ROOM _ �[ z� ci)p O O j j O O V Y O I I — I O D.W. i I I I D 3 I sw PISP SINK W/ DISP I Zl 1 L - I KITCHEN I I I I KITCHEN- I I J $. d% _ II I I II I FOYER II I I I I I 1 1 REP. I II FOYER :2 £ o 00 W. �-- oxc LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM I p ---- --- oN.G. -� DO v I'-4' 1, I'-8' ® U1.H. DINING ROOM I INI D NG ROOM Lu.H. I I I LIVING ROOM LIVING ROOM I ---- w�. wc, > 1 M . ---- I ---- wic. M DR� R I wc. ---- I I L r UP > 1n BATH 1/2 BATH uP I/2 BATH 1/2 BATH I I 1/2 BATH I 1/2 BATH r ems, -r� ____ I ____ I ---- — WA- � -:r_ ( - I I UP I I (( W.H. a ii W.H. j1 I I UP UP I I (I W}I, n WA. I I LF I I I UP ---- I I: s ( ._rs I I I I I �-� I `" I I ---- UP F------- �v --- — ------- ti� I .� — ------- r LIVING ROOM I I I I I I LIVING ROOM ---- DINING ROOM I DINING ROOM I DINING ROOM I DINING ROOM - -- LU-H. I I I r 1 4 18' r , _I1 I/2 BATH -O-- I - -------I 1/2 BATH O ROOM RE --------- -I --------- r--------- —�— LIVING ROOM Do�� I IiIII :-,1 �^r 61 O FOYER KITCHEN / KITCHEN KITHEN KITCHEN FOY BRKST BRST � IIIIII BR5T II(IIII 5R5T I -------- Q:r SIK WISP SK W/ DISP SP SIK W/ DISP SMW/ DIµ$ - I daI O/D I ID.W, O DWO O I I DW. II i -- --� FOYERII14 FOYERER �Q DINING ROOM DINING ROOM KITC I ENTRY ENTRY I ENTRY = I = ENTRY ENTRY = ENTRY I KITCHEN FOYER zt FOYER FOYER FOYER 1 I I ------------- 4' 1' _ _---- A ----- ---- — B _—___ 0 __--_ --___. ---- — 0 2'•1' --_----------- 4''1' I I T 3'-o'x3'-O' CONC. PAD b'-8' 10'-4' 4'-10' 4'-3' 3'-0' 2'-8' 2'-l' 3'-1' 4'-8' 4'-2' 4'-2' 4'-8' 3'-1' 2'-1' 2'-1' 3'-1' 4'-8' 4'-2' 4'-2' 4'-B' 3'-1' 2'-8' 3'-0' 4'-3' 4'-10' 10'-4' _ b'-8' CONC, PAD 8'-10' 5'-8' 5'-8' 8'-10' 8'-10' 5'-8' 5'-8' 8'-10' 8'-1®' S'-8' 5'-8' 8'-10' 21'-10, 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 -MARTINIQUE 1 st FLOOR MERGED PLAN SCALE:: 311(o' = 1'-0' AREA TABULATION 5C = 1310/13/1 - 5T. CROIX UNIT ST. CROIX 5= 1530 - 51E5TA KEY M= 1531 - MARTINIOUE Ist FLOOR LIVING 2nd FLOOR LIVING TOTAL LIVING ENTRY STORAGE TOTAL SQ. FT. 1531 - MARTINIQUE AREA TABULATION UNIT SIESTA KEY 691 5F. I Ist FLOOR LIVING 680 5F. 2nd FLOOR LIVING 1311 SF. I TOTAL LIVING 21 S.F. 0 SF. 1530 - SIESTA KEY AREA TABULATION UNIT MARTINIQUE 154 SF. I Ist FLOOR LIVING ill SF. 2nd FLOOR LIVING 1531 S.F. I TOTAL LIVING 154 5F. ill SF, 1370 - ST. CROIX 1371 - ST. CROIX AREA TABULATION COMBINED AREA - 10 UNITS Ist FLOOR LIVING 2nd FLOOR LIVING 1531 SR I TOTAL LIVING 1288 SF. 1362 SF. 14610 SF COVERED PATIO 69 SF. COVERED PATIO 69 5F. COVERED PATIO 300 5F, ENTRY 45 SF, ENTRY I 45 SF. ENTRY 366 5F. STORAGE I8 SF. STORAGE 18 SF, STORAGE 210 SF. 1392 5F, I TOTAL 5Q. FT, 1663 SF. I TOTAL 5Q. FT 1663 SF, I TOTAL 5Q. FT 15546 5F. FLOOR PLAN NOTE5 L WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL.. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. 1. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45- U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DE56 ER5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE, 4. EACH DWELLING UNIT 1 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5, DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.R.C. LOCATE SO AS TO BE ACCESSIBLE. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineedng.com O a z o�g j o� zCL z -Lj op F , rn �00 Wz W Z o w U V) O U I Z O Q .ram Q � C C I U Z I U J Lu 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 = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR RP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LCNNAR CORPORATION. 2016THESE 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 09-29.09 1.00 2.W7 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 ( THUY H. HUYNH, Y-' P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 Al: 2• - STATE OF 4i �. �` •• �OHIDP.• ����. Q.,4ofopl TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 2,01 O co I O V_ Lo 21'-10' 14'4' W-6' 14'-b' b'_3' 9'_8 5'-11, 61_11. _�. 7 .3 7 _3 l' 3' 1'-3' 1'-3- 1-3' 11.3. -l' b -11, 5 -II' 9 43'7 BEDROOM 3 BEDROOM 2 BEDROOM 2 <L I i �II I I I I I BEDROOM 2 i I i BEDROOM 2 I I ( BEDROOM 2 III I I I I I i I BEDROOM 2 1 I i BEDROOM 2 BEDROOM 2 BEDROOM 3 _ I 1 I I 1 I 1 I I I I W.G. IW.C. I I - - - - � R2V - -------- x24 I I �LOG4TE IN, �IELD 222'X3�1' V V �(V W_ v �W_ I V W_ LOCATE IN, t11ELD 22'X36J I I � I I 11 Mny I I I I , I I ° STUDY i i BATH I BATH I BATH 1 BATH I 11 5�-� L- _ _ � 1 I 11u II I I I II > I I I I II 1 I I II ATH 13 II II A/C CHASE -aA II II I I I I i OCT OCA II II I I I I II II A/C 0 v BATH 4 " DRYER � M FIELD i12'X36'� i i FLEX SPACE I FLEX SPACE I I I I IN I FIELD I j22'X36'1 w I FIELD 1 FLEX SPACE I I I I FLEX SPACE 1 IN I I FIELD I I I 122'X361 1f DRYER ---- L i i I I 122'X36'1 TUB/SHOVER �z I ---- TUB/SHOVER MASTER SUITE Y w�' ---- oc° Fu BATH n i �i �, J ( 1 I I I I I I I IQ ° EI I7 w I LJ I ATH wL. Av M. BATH MASTER SUITE a M BATH u wc. w�. ! M. BATH 0G I HVAC -- — — — HVAC A/H I AM I � � I I I HVAC -- it � I -- HVAC 1 � LANDNG — — — — - — — M. BATH MASTER SUITE A . I I LANDING I I > �AM W�. wic. ao I o� vv I IN1 1 WL. WL. �o o� AV I I I I I Q I I LANDNJGv° I I uoA;.. WL. MASTER SUITE ---- ---- Y M. BATH v M. BATH I I I M. BATH r `" M. BATH I Y ---- ---- 9 BATH M. BATH — ------------- I o------------- I ------------- ------------- I ICI R�*tL.I M. 5ATH .fl n SQ 1 I I I Q A/G A/C CHASE I CHASE I A/CY A/C CHASE CHASE oo I I I I I IIELD rLOGATE IN �� 22')c3f� 1 ILOCATE M� P1ELD 22'X36 I I I I I ' 1 I ° L_ 1tt-- 1 I MASTER SUITE MASTER SUITE 1 MASTER SUITE 1 MASTER SUITE 1 MASTER SUITE MASTER SUITE I I �_M —� 1 i Rd ---- I I I I I I I I I I I I ---- 1. I ^ _ BEDROOM 6EDROOM2 I I I 1 I BEDROOM2 BEDROOM3 I I 2'-Il' 3'-0' 2'4' 2'-6' Y-0' 2'-Il' 5'-II' 5'-II' 2'-11, 3'-0' 2'-8' 2'-8' Y-0' 2'-11, 5'-II' 5'-11, 2'-I1' 3'-0' 2'-8' 2'-8' 3'-0' 2'-11' 5'-11' 8'-10' S'-8' S'10 .8' 8'-10' V-10' S'-8' V-8' V-10' 130'-8' 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 -MARTINIQUE 1531 - MARTINIQUE 2nd FLOOR MERGED PLAN SCALE:: 3/16' = 1'-0' 5C= 1310/1311 - 5T, CROIX 5= 1530 - 51EFA KEY AREA TABULATION UNIT ST. CROIX Ist FLOOR LIVING 2nd FLOOR LIVING TOTAL LIVING 1531 - MARTINIQUE AREA TABULATION UNIT SIESTA KEY ai SF. I Ist FLOOR LIVING C?w SF. 2nd FLOOR LIVING 1311 5R I TOTAL LIVING 1530 - SIESTA KEY AREA TABULATION UNIT MARTINIQUE 154 SF. I Ist FLOOR LIVING ill SF. 2nd FLOOR LIVING 1531 $F. I TOTAL LIVING 1370 - ST. CROIX 1371 - ST. CROIX AREA TABULATION COMBINED AREA - 10 UNITS 154 $F, 1 Ist FLOOR LIVING ill Sr-, I 2nd FLOOR LIVING 1531 SF. I TOTAL LIVING COVERED PATIO 69 S.F. COVERED PATIO 69 SF. COVERED PATIO ENTRY 21 5F. ENTRY 45 SF. ENTRY 45 SF. ENTRY STORAGE 0 SF. STORAGE IS SF. STORAGE 18 S.F. STORAGE M = 1531 - MART IN I OUE TOTAL SQ. FT, 13w $F. TOTAL SQ. FT, woo SF. TOTAL SQ. FT, 1663 $F. TOTAL SQ. FT 12M SF. 14610 SF. 300 SF. 366 SF. 210 SF, 15546 SF. FLOOR PLAN NOTES 1. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. 1. EGRESS NOTE: EACH BEDROOM MUST NAVE ONE WINDOW THAT COMPLIES WITH ECAE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST NAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALL$ ARE AT 45. U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE 514ALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISION$ OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE IN NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15OL3 FRC. LOCATE SO AS TO BE ACCESSIBLE, DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com C� Ln a� O�ci z en amr'n �' � M 00 Z OP � t � 1 � N 00 Z Lu E W3~ W J Z CD W U V) O �U Z 1 Z O Z G ZD p � G C 1 Z cn I W TO THE BEST OF THE ENGINEERS 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 = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD 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 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 DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ej IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 gAL: ��•`'J�EI�t!�I .. 2 'tS ' • - • • Iz ?� STATE OF �[/ • ��'•••� ;,, TITLE: 2nd FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 2,02 G 11 foil o OFF RIDGE VENT (TYP.) T.O.B. n u M �71 V apep- n Lu u- cfJo�12 S� n n T- _ _ 2nd FF. M \ � M , U Cgs ~ v �Q `p u- LU �z MAIN FF. 16' x 16' x 24' TALL SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX TRUSSES is SHED ROOF, 1530 - S I ESTA KEY STONE (TYP.) 5Q. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1531 - MARTINIQUE ( A=umtUI 1531 - MARTINIQUE WEEP SCREED INFO. 1531- MARTINIQUE SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE, 1531 - MARTINIQUE STONE (TYP.) 1530 - SIESTA KEY --OFF RIDGE VENT (TYP.) n Lu cZl ' i V eQ I LU ' LL � n z m� LU M 0 � � �< MAIN FF.I I 1 x 16' x 24' TALL SQ, COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1371 - ST. CROIX ;;_°; o�R ,I FRONT AND REAR � FRONT ELEVATION OFF RI I I VENT (TYP.) -n 1 : 4' MIN - _i I I I'-�I I ' I 4 0 MIN. � I �1�; i:__I I I— h : I LE � SHINQ� _ il 12 L ii ROQ�F I ROOF l 1 12 I I I,_ I fi l� 5v - (TYPO 1 l a5 _I __ll__ I �_ ,, I (TYP) 1 . LL 1J1. _l i 1 I OFF RIDGE OFF RIDG � _ L1_I. I .Tl��.I 1y_I_�.1 J I I :I, I _ a� _I I : VENT (TYP.) I.I I - - - VENT (TYP.) _ I �l �_� �_ �. 1. 1_ -- i _ i I I j II I l i II I II i I I I I I I I I� IL L( -��_ _ ,-�- h_.�_��._;I_��__: iL_: _ I : I l_..LI Jim l 11_ j �I � �I IIL '`''. i-� 1-. �. . L.1,`_ -:I„- - -_I !r , ,:_i _l_ '', - --�.__:--. „_� . - _• ---���1__i-,_I--1-t_-,_1L.�. .. __.-�_1�1 I i U � i va0� 12 = Sf7 2 25 SH N T.O,B. v 2 d FF. 2'-6' 8' BAND _ M � � I �61 • � zo c0 V cA J &GD. I/2 34 SH IN — TEMP. — — — — — 16' x 16' x 24' TALL DECORATIVE SQ. COLUMN BASE W/ STONE (TYP.) 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX (2) 25 SH 1/2 33 514 5068 SLsD, 1530 - SIESTA KEY (2) 25 SH EXPANSION JO 6066 1 6068 6,13,D. I S.G.D. TEMP. _ - TEMP. I 1531 - MARTINIQUE 1531 - MARTINIQUE i L- REAR ELEVATION SCALE : 3/16' - 1'-0' 6068 SAD, TEMP. (2) 25 SH EXPANSION JOIN 6068 S�sD. TEMP. I F ED [I] _1 I 12 @ LQu 0 Q8 � u I i _ Ck z (2)25 SH 25 SH 25 SH '8"-0" 2'-8' 'v I —_12^ _ M � _ � r r✓ _ I FT] 0$� 0ply-O 1 /2 33 SH LU ILL 506 I 606 TEMP _ _ _ 1/2 34 SH 1LJ TE P m — _ I A FF. I DECORATIVE IV x IV x 24' TALL STONE (TYP,) 5Q- COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE - TRIM / 1531- MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX DELCORATIVE FINISH. TO BE GUT /SCORED 1'-0' OVERHANG IN SIDES AND REAR 1371 - ST. CROIX 1'-4' OVERHANG IN FRONT DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813,645.9698 www.donscoengtneenng.com o Ln w oNg z -j0 d m I M �LUMN �0LLLLr'1 z00 00 WJ3~ z j CD w U O U _ C/) z cn Oz� F-" <I Q < Q < C z Q' U JV) w . 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 = 20.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2D10 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2014THESE 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 09-29-09 1.00 2D07 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. # 34245 ck THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, GE2%'. J•'`r�l •• `'� F •. ys•. • b 22 • " 14 STATE O �L ���'''�•• TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 3 0 I (y) LO I 0 M IT- L ! I- 191(c)I C 2141V N'-•' W41 H4' It'i' H'-/' W1. 21'-IO' ROOF YGYI 6CWDULE ram• s-o r-s• Ir-s' e-o• rr• VITRIFY WITH ORAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES, ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.RC. 2001, SECTION R8062 Min, vent area of soffit Soffit vent Roof vent - Mark Location (sq. in. pff sq. ftJ (sq. in) (sq. in) RV I Ist LEVEL ROOF 4W 10 0 I I _ I I I I 2nd LEVEL ROOF RV 1 4,11 I66 Ibb 1310 / 1311 - ST. CROIX I ' end LEVEL ROOF, II �;RV 3 - 4.12 119 211 I 530 SI STA Y E KE 2nd LEVEL ROOF, - RV 4 4.12 115 211 1531- MARTINIQUE - hl, I �-- ---- - -- 1 1 _ 111 (-L _ Ili III II II II I III I I RV 3izi I � - c-o' nK .•r HK •I ,I /r I I - - - Y$ai (TYP) j VENT --- -- - ---r�- OFF RIDGE L -tr - - I I {{ II *4 1' C - 11-Jl FF _h I , i r r-. I : I I I I i _ � I I I Ij I�I R , - - I �- SOFF RIDGEHED ROOF �- SHED ROOF J PENT ITYP.) I 12 5 I�1 4 zc�� 1 RV 1 I I --;_� 1_!_ ! ,-,_. Ili `..._Li_1J 1370 - ST. CROIX 1370 - ST. CROIX � 1371 - ST. CROIX 1530 -SIESTA KEY 1531 -MARTINIQUE 1531 -MARTINIQUE 1371 - ST. CROIX 12 �Li l 1531 - MARTINIQUE 1531- MARTINIQUE 1530 - SIESTA KEY _ _1_I li -h ` �i i` ill ��i'` 5�-I T.O.B. �1 U 1 �_I , Il li 111E I:,_,_; — - - 1 (TYP.)�I I I �LIL � 1._� I ��_I I� �L NOTE u�i 12 1 _ 1 u l _ 17 u1 5 IM / LNG TO CUT / I' I I I B BE Lu ALL TR AND � z u �I = - — SCORED DECORATIVE FINISH. ' '. ._�_! 1'-& OVERHANG IN SIDES AND REAR - - I'4' OVERHANG IN FRONT ROOF PLAN - - 1 SCALE : 1/8' = 1'-0' U oaDa 1 o4Do aD - g_Q '8 1� 1� I, 1�� _ l J r UJ �0 u_ � ; ,� II I ' I '..'ll �-�1 I I III 1 1i� � �u_ zo A� T.O$ _ �.L] . l 19'I l _ ..1 L. i L1 L1 0 _ _ _ _ _ _ _ _ T.O$. z v 2nd FF, _ 25 SH (2) 25 SH (2) 25 SH 25 SH 122nd FF. 'v X, r z EXP SION JOINTT— OFF RIDGE VENT (TYP.) 12 U � 0 UE-d U � 12 �� �� a a5 � o � LQ 1 � 0 Lu I I IE],Ej I m �i �1I �a 1 N I' � O 1 .i 1L - MAIN FF. _ (2) 25 5H ®® (2) 25 SH (2) 25 SH ®® (2) 25 SH MAIN FF. — — — — — — — — — — — — — — _��1!12 _lI ( 3068 3(D68 S /SNI It �_ 1 I ; I � <_ �I� _ I i 1i 16 x 16 x 24 TALL SEE B FOR - - I I I I I � I � I GRADE LINE C TI DE ORA VE x 1 x 24 TA � I ,_ T.O.B. SQ. COLUMN BASE IUEEP SCREED (ASSUMED) 16 6 TALL DECORATIVE 1 - - i I I, ', STONE (TYP.) _ I µ U/ 12 ROUND INFO. 5Q. COLUMN BA SE STON (TYP.) J ' NOTE- W1 12ROUND 12 Lu_PILASTER ABOVE. PILASTER ABOVE TO BE CUT / SCORED I. Lu _' ALL TRIM / BANDING = Tn DECORATIVE FINISH. �-11 I _ _;_I I I I'-O' OVERHANG IN 51DES AND REAR - 1 - z _ - RIGHT ELEVATION 1'-4' OVERHANG IN FRONT 2 SCALE : 3/16' = 1'-0' Ej EEll �l_ ��II LII���� [1:1E1 L�j E ]1 8 El LL T.O$. 11_ll._ll..LLJ� 1 1� u LI i_ o C _ _ _ _ _ _ _ T.O$. z LN -v 2nd FF. 25 5H (2) 25 SH (2) 25 5H 25 SH 2nd FF. v 1 r —_ - - X AN51ON J INT Z ? U U U Fu 0 0 - �U- Cl � 0Y p� �1Y � ui L j 111E _T 'Ej— MAIN FF. l2) 25 SHo ®® (2) 25 5H (2) 25 5H ®® (2) 25 5H MAIN FF. - - 3068 GRADE LINE I SEE B/SNI FOR -3 8 16' x 16' x 24' TALL ZDECORATIVE L 16' x 16' x 24' TALL (ASSUMED) L1EEP SCREED DECORATIVE SQ, COLUMN BASE STONE (TYP.) 50. COLUMN BASE INFO. STONE (TYP.) LU/ 12' ROUND W1 12' ROUND PILASTER ABOVE. NOTE: PILASTER ABOVE. ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN 51DE5 AND REAR 3 LEFT ELEVATION 1'-4' OVERHANG IN FRONT SCALE : 3/16" = I'-0' DANSCO NGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com rt $ O CA 11.4 p>jco'� z Q DID f 1 00 All z 15 0 LL M zEW ECID W3� W Z mi o C Lu U :�E O U Z 0 Z � 0 Q C U Z t) < U `n w 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 = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD 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 WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 PTHESE 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 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, �. 17 '�'��'• V F • • ti'ti 0 2 : w ATE • �: �HEET TITLE: ROOF PLAN SIDE ELEVATIONS SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 4 DIAGRAM BELOW (SEE ELEC. R15ER METER BANK) METAL COLD WATER PIPE /H;�IR I I bU - - Ji I I I L _ 7;', II I - - I FOR CONTINUATION, SEE — -- —_ _ FOR CONTINUATION, SEE ELECTRICAL PLAN PER —'S_ - ELECTRICAL PLAN PER EACH UNIT. (TYP.) - II — EACH UNIT. (TYP.) II ---------- - ----- t. ------ ..-- -------- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------t --------------fi----- I - T T- I _ I II FOR CONTINUATION, SEE I ELECTRICAL PLAN PER - EACH UNIT. (TYP.) — l -- 11F 115 PROVIDE A MIN. 22' B OW FF. VERTICAL 5EPERATION FROIANY ALL UNDERGROUND UTILITIES, (TYP.) i I I jI i I II -II i F0 , I -7 I 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1-1/2" PVC WITH (3) 0 2 AllXs CU CONDUCTORS (I) v6 "6ND (TYP. TO UNIT FNLS.) 7 OO 125A, M.L.O. 120/240V @5A 400A, M CB. I A IP, 3W O 120/240V IF, 3W O NEMA I 24 CKT. M NEMA 3R p5A 32KAIC WA OTYPICAL FOR ALL m_ UNITS 2/0 CU BARE THRU-OUT SLa. 5/8' x 10' STEEL CU Grw Roar (2) 3' PVC WITH (3)' 350 MCM AL CONDUCTOR5 EA 10 UNIT RISER DIAGRAM (TYP. 0f TWO LOCATIONS) 5CALE : N.T.5. I I 1531 - MARTINIQUE 1531 - MARTINIQUE a _ I J, FOR CONTINUATION, ELECTRICAL PLAN EACH UNIT. (TYP) 1531 - MARTINIQUE ELECTRICAL SERVICE PLAN SCALE : 3!16" = 1'-01 1531 - MARTINIQUE I,I I I - I I I I I NUATION, SEE -_-= - FOR CONTINUATION, SEE `,L PLAN PER ELECTRICAL PLAN PER (TYP.) -- - EACH UNIT. (TYR) — I I II I I I i I i I I I -- L- - - - - - - - - - - - - - - - - - - L--_ --------------------------------- _ - - - - - - - ------------ r------------- --- - I .r II -- -- ----- FOR CONTINUATION, SEE -- - -- _ ELECTRICAL PLAN PER EACH UNIT. (TYP.) PROV16Ei A MIN. 22' BELOW FF. VERTICAL SEPERATION FROM ANY / \ ALL UNDERGROUND UTILITIES. (TYP.) I I II r 1 0 I I I I — — Fill 1530 - SIESTA KEY 1370 - ST. CROIX 1371 -ST. CROIX DIAGRAM BELOW (SEE ELEC. R15ER METER BANK) DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineedng.com I O a Ln z� V) a' z>j Lo < ED M � z~ ape; ao QH 0°00 zwE J�~ W z o L L U^� JJ 1 V) O U Z � O z O Q C U z V, QI U J w THIS DRAWING AND DESIGN IS VAIIU I OR 12 MONTHS ArTER THE DAIE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP.-THIS PLAN MAY NOT BC REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT rROM UENNAR CORPORATION. 7010-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 09-29-09 1 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09,16.10 DRAWN BY: DZ REVIEWED BY: TH 5 O I LO I O CKT" ELECTRICAL PANEL SCHEDULE CKT" 0 PER UNIT- 125 AMP 24 CKT. 0 DESCRIPTION U DESCRIPTION y�c� S U I 2 DRYER 10 30A 2 RANGE / OVEN 6 WA 2 3 4 5 b f CONDENSOR WIT ID 30A 2 WATER ID 30A 2 L1 HEATER S MASTER SUITE Q u i5A I 8 10 AIR HANDLER / 0 10 30A 2 BEDROOM / SMOKE Q p 5A I 11 HEAT STRIP 12 DETECTOR 1LU DISHWASHER 12 20A 1 13 CWLO IERS 9 20A 1 14 } BATHROOM a 20A 1 15 DINING, ROOM 0 20A I 16 4�11 Krrca , CU MAMTMICE / q gmE7e, 12 20A 1 11 Ist FLOOR 0 5A 1 18 LIGHTS KITCHEN 0 a 20A I M D15P05AL @ 5A 1 20 REFRIGERATOR 12 20A 1 21 LIVING ROOM 12 5A 1 22 MICROWAVE OVEN 12 20A 1 23 2rd FLOOR0 5A ILIGHTS 24 I PANELBOARD NOTES: MECATED AFLL CIRCUIT 0 5 KW FEAT STRIP (D DEDECATED GF.I. CRRW RE5IDENTIAL LOAD CALCULATION 1310/1311 - 5T. CROIX General Lighting 1311 3 4113 Laundry Clrcuuit 1 15M Fi00 Small Appliance Circuits 2 1500 30M Total Small Appliance t General Lighting 8613 RANGE I 8000 8000 Dryer I 5000 5000 Special Circuit 0 0 0 13000 Fixed Appliances Water Heaters 1 4500 4500 Dishwasher I 12W 1200 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 28013D VA FIRST 10 KVA OF GENERAL LOAD a IW% 100w.0 VA REMAINDER OF GENERAL LOAD s 40. 12292 VA 5 kVA OF HEAT 0 40% 20W.0 VA TOTAL 191290 VA 19225 divided by 240 equals 80 Demand Amps ELEC. METER BANK (SEE PCs 5 SERVICE PLAN FOR LOCATION) — — — — __---- O v — 3 I zz SD � it LIVING ROOM I STD. SLIT -FACE � MNT. LT. D 1 SCONN. 5$7 / \ FAN/LIGHT LIL3T11 L� �J PRE -WIRE 15� ere Q � WALL MOUNT zz LIGHTING / PER SPECS F.I. , CK) ,fi I/2 ITN ;., WP. ` 15 `\ zz FOYER I 22 i - SURF'MNT I \ 0 I GD ELEC. PANE 1e 1 -- _- - -- - I .1.---- 6F.1. I 19 13 ✓ \� L Pill I 6'-5' -- 22 0 20 z8a i n l 18 I -J 17 � PENDANT I 1s 6.F.1. t9 6F I D�96" DINING ROOM t9 6F.1. SET DETAIL 'A' FOR REAR UNIT CONFIG. 1 st ELECTRICAL PLAN - 1370/1371 - ST. CROIX SCALE -, 1/4' = 1'-0' 6-0x6-8 5(sD Y-6'q(�D 6'41`1.0. 18 Ls'-0'x 3'-0' PATIOGON. PAD ,REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' i MA5TER 5UITESUITE 4 BULB - STRIP 1�T SURFACE MNT. LT. \ 11 FAN/LIGHT \ PRE -WIRE SD M' BATH- O� 1 6 J. t5( �1 LL — -- — — J SPECS 1 I \„ SD "' B I I I I 24 za I 2a O 1 8 3 WALL MOUNT „ „ za DOOR HEADER i , / D I -- ''`f� SURFACE \ \ / MNT. LT. SURF G^ACE � � \ za FAN/LIGHT ® © MNT. LT. / � J PC FAN/LIGHT RE-WI 1 PRE -WIRES J I 4 BEDROOM 3 BEDROOM 2 11 11 O 11 fir,r4 CI CfTDIr` A 1 DI A K1 1 07n /1 071 CT f'-nnIV SCALE : 1/4' = 1'-0' DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com Ly o Ln o�g an � Z�Q m� � " �O i °;D Z (1)E -' C0 � r w J3~ W z J o w U 0 U I V) Z C;) 0 Z 1 p Q IC Z (%) 1 U J V) w THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTCR THE DATE 0 IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2010 LENNAR CORP.-THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT lROM LLNNAR CORPORATION. 201 O-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 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1370/1371 - ST. CROIX SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 6A O 1 M 1 O co r— LO r-- CKT! ELECTRICAL PANEL SCHEDULE CKT" PER UNIT- 125 AMP 24 CKT. DESCRIPTION NNs DESCRIPTION a 1 2 DRYER 10 30A 2 RANC,E /OVEN 6 50A 2 3 4 > 5 6 Qe� CONDENSOR UNIT 10 30A 2 WATER 10 30A 2 LLI 1 HEATER 8 MASTER SMITE 10 12 15A 1 9 10 AIR HANDLER / O 10 30A 2 BEDROOM / SMOKE 'D 15A I II p NEAT STRIP 1L1L_.11 DETECTOR DI"1ASHER 2 2OA 1 13 CLOTHES 0 20A 1 14 WASHER BATHROOM Qz C 20A I B DINING ROOM 2 20A 1 16 KRCa / Q MAINTMICE / 001DE MW8 Q a 20A I n Ist FLOOR V 6A I I8 LIGHTS KITCHEN Q 9 20A 1 6 DISPOSAL 0 SA 1 20 REFRIGERATOR 9 20A 1 21 LIVING ROOM 9 15A 1 22 MICROWAVE OVEN 12 20A I 23 2nd FLOOR p 6A I 24 LIGHTS PAAEL.BOARD NOTES: Q DMIECATED AF.CJ. CIRCUIT 5 KW FEAT 51RIP Q DEDECATED 91 CIRCUIT RE51DENTIAL LOAD CALCULATION 1530 - 51E5TA KEY General Lighting 1531 3 455 Laundry Circuit I 1500 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance 4 General Lighting W93 RANGE I 8000 am Dryer 1 5000 50M Special Circuit 0 0 13000 Fixed Appliances Water Heaters I 4500 45M Dishwasher 1 12M 1200 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 26,53D VA FIRST 10 KVA OF GENERAL LOAD a IW- 100M.0 VA REMAINDER OF GENERAL LOAD a 4P. 1,4211 VA 5 WA OF HEAT e40% 2/D00D VA TOTAL 19,4210 VA 19,421 divided by 240 equals 81 Demand Amps D&SGONN. \I COVERED PATIO 1B I 18 17 I 6.P.1. KP. + I I - 19 19 110 111�I I ; -_ KITCHEN _ 22OV.- 17 23 I I 1 O.F.I. 11 1 ----- (. I � I 1 , 18 i6 j DINING ROOM WALL MOUNT LIGHTING PER SPECS 1/2 BATH 6F1 ���1115T JI I, 1 (Cr DH 22 LIGHT UNDER 5TAI , 1 UP TO \ I SD 11 LIGHT 22 I I LIVING ROOM 1e FAN PRE -WIRE j I 1 I 1 1 22 I - - I —� 1=0YER ,l 6F.1. - - ENTRY IL------------ 1 st ELECTRICAL PLAN - 1530 - SIESTA KEY 6CALE : 1/4" = I'-0' PROVIDE ARTIFICIAL LIGHT — CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES, (6.46 lux) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES, (162 mm) ABOVE THE FLOOR LEVEL PER FRG 303.1. I BEDROOM 2 5TD, SURFACE e C E � MNT. LT. FAN/LIGHT PRE -WIRE ` J a 11 11 11 S _ 11 1 5TUDY 5D I STD. I 11 SURFACE II I 11 2a MNT, LT. I 1 1 FAN/LIGHT PRE -WIRE 11 I II 11 to 11 O 2a 22O U it J) BATH I 1 24 15 �4�----�_ L J WALL M T — — LIGHT44 �� PER 515 - ,5 ° ° L I 11 1 1 3 3 3 za I SD 19$12 99 DOWN TO SWITCH _ j� 24 15� ' l� .. 15 „ M O 11 SID I -- `..�% M. BATH I LIGHTING ICI I - PER SPECS MA5TER 5U 1 TE I Q I � � 9 SURFACE I MNT. LT. 7,� FAN/LIGHT `/ J PRE-UIRE I El Co 2nd ELECTRICAL PLAN - 1350 - SIESTA KEY SCALE : 1/4' = 1'-0' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com � c W W ON� J O a m �o M zF — =�M `n o CO � W _j W z Mj w �j 0 CU V) Z � 0 Z 1 0 </� LL� ' ^ I z � I U `) W v THIS DRAWING AND DESIGN IS VAUD 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 WITHOUT WRfTTEN CONSENT FROM LENNAR CORPORATION, 20104THESE DRAWINGS AND DESIC" ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 6 B O I co LO co r— LO 1- A/C D15( 5d7 CKT" ELECTRICAL PANEL SCHEDULE CKT" PER UNIT- 125 AMP 24 CKT. DESCRIPTION ,� DESCRIPTION a � I 2 DRYER 10 30A 2 RANGE / OVEN 6 WA 2 3 4 > 5 6 CONpENSOR INIr 10 30A 2 WATER 10 30A 2 LT HEATER 8 MASTER SUITE ,Q 2 15A 1 9 10 AIR HANDLER / O 0 30A 2 13EDROOM , SMOKE � 0 6A p 1 II NEAT STRIP JI--U--JI DETECTOR DISFNU45HER 2 20A CLOTHES WASHER 2 20A I 14 JL �L� 1 13 BATHROOM ( U 20A 1 15 DINNG DOOM 2 20A I I6 can I n KrrC4N / Cu MAW*a WOVE q�g 2Q U 20A 6t FLOOR 2 15A 1 18 LIGE1r5 � N� KITCHEN 0 20A 1 19 DISPOSAL 2 15A 1 20 REFRrjERATOR 9 20A LIVING ROOM 9 15A 1 22 1 21 1 23 MICROWAVE OVEN 0 20A d FLOOR 15A 1 24 PANELBOARD NOTES: Q DEDECAIM AM. CIRMT 5 KW FEAT STRIP zQ DEDECATM 91 CMaG IT RE5IDENTIAL LOAD CALCULATION 1531 - MARTINIQUE General Lighting 1531 3 4593 Laundry Cirmult I 1500 I" Small Appliance Circuits 2 1500 30M Total 5maall Appliance 4 General Lighting W03 RANG I am ww Dryer 1 5000 5000 Special Circuit 0 0 130M Fixed Appliances Water Nesters I 4500 45M Dishwasher 1 12M 1200 Disposal 1 160 160 6460 TOTAL Ca ERAL DEMAND 20530 VA FIRST 10 KVA OF GENERAL LOAD 9 I00`o 10/000D VA REMANDER OF ORAL LOAD 9 40. 1,421.1 VA 5 kVA OF I TEAT s 40% 2AND VA TOTAL 19,421.0 VA IS)A divided by 240 equals W Demand Amps 1 st ELECTRICAL PLAN - 1531 - MARTINIQUE SCALE:: 1/4' = II-0' I I t, „ BEDROOM 2� I I za , STD. „ �\ /� SURFACE MNT. LT. `/ j FAN/L IGWT I / PRE -WIRE I / WALL MOUNT I I LIGHTING I I� PER SPECS GD i-- i 11 V 15 %SD, 15 �- 15 I BATH LJ I `.D1 I I „ FLEX SPACE 1 PROVIDE ARTIFICIAL LIGHT 11 I I CAPABLE OF PRODUCING AN r I I ` AVERAGE ILLUMINATION OF 6 z4 STD. �� /i 11 FOOTCANDLE5(6.46lux) SURFACE 24 OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 — _ I I FANLIGHT J INCHES 1762 mm) A50VE THE I I ! FLOOR LEVEL PER FRC 303.1. i PRE -WIRE /1 24 I I I ��D, --=_-=-- HVAC o < WALL MOUNT :5 LIGHTING „ 15 1o8,z PER 5PE!CS 1 15 I,O _ U I I ' M. BATH I I O I CI �\ STD. 0 \ \ SURFACE e\ /� MNT. LT. ®v \ FANLIGHT PRE -WIRE 2a J MASTER SUITE - I G — 0 I I I 2nd ELECTRICAL PLAN - 1531- SIESTA KEY SCALE:: 1/4' = V-0" DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com Ln RL=n)ILA z . rn > d M N z < 0, wz E U,3~ Z J § Cn ---r w U V) O U Z V) O Z p 12 U Z V) I Q w -�- 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 PLAT MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION- 20104HESE 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 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1531 - MARTINIQUE SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ REVIEWED BY: TH 6C r-- O IV co LO I O co r-- -___ILu_ C— Rn'-A' S3 RECE55 s SGD I ' L I o I G 12'-4 1/4' I'•II � 6 1/4' I II II I I e GG t �IIWTI s I I I I I -i------------- DRAIN r UNDER -- --1 I SLAB--- t I 184 1/4' 1 3'•93/4' I S6 G a c � I T - 4'-0' 4'-0' 4' 2' 4' 0' 4'4 ---- t — ----------- ----� I I I I8'-0 1/4' I 3'•9 3/4' I I DRAIN t - I - UNDER X SLAB —L------------------------- lux\}, I I I l Q 7 GG II s I d t I - I V-4I/4' I'-IIIR' 1'-61/4. L � - I I I m II C1 a L -t- I 74, rW --- - — -- -- — — — — — I IIx512' I RECESS s SGD 33 L I G � I I I I i I 12'-41/4' _I I I GG :T 1 3 � I I l 6'14' I - t DRAIN j UNDER SLAB j 18'-0 V4' I o G S6 I 44' 44' 412. 4' 044' �__--- I ----------- —-------------� I I c ® I I 1 3 9 3/4' 1 18'-0 V4' II I I DRAIN I 7- -xI= — — UNDER WA SLAB '�V I _ v 1'•b I/4' I' -II V2' 7-41/4' t LI An� I _ I I O I ---1— — I— ---------------J 13/u - SI. UKUTA 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY I �5/u - J1. UKUTA 1371 - ST. CROIX 1371 - ST. CROIX _ 1 jl F t I� ual f� Il � II�II Io DIMENSION 5TRING 2 SA W CUT LOCATIONS PULL TO LEFT SCALE : N.T.S. DIMENSION STRING PULL TO RIGHT FOUNDATION PLAN SCALE : 3116' = 1'-0' SAID CUT EXPANSION JOINT. CUT TO BE MADE WITHIN 24 HOURS OF FINISHING CONCRETE. CONCRETE SEE GENERAL NOTES AND MIX REQUIREMENTS FOR PLACEMENT. SAW CUT 118, N UIIDTN 31-0'x3'-0' GONG. PAD FOOTING 1 FOINDATICN NOTES: CIRCLED NOTES ARE KEYED TO PLAN I. ARCWITECTURAL IBACKGMJIND OF TT•E LEVEL ABOVE 15 %W FOR REIERENCE ONLY. 2. ELEVATION AT 0'-0' (A55UMED) 3. ALLOWABLE BEARING CAPACITY FIAS BEEN A56M TO BE 2OXF5F. CGNTACTOR/01MEIR 514ALL VERIFY. SEE SN AND SOILS REPORT FOR 5WTTIRAL FILL REGIAREMNTS AND ADDITIONAL. INFORf•1ATION 4. MNIMJM CONCRETE COMPRE561VE S1RtENG N SHALL BE 2500P51. REINFORCING SHALL BE ASTM A-66 GRADE 40. 5. PROVIDE A MINIMUM 3' GLEAR COVER FOR ALL FOOTING REI+ORCINs. 6. TYPICAL SLAB ON GRADE SHALL BE AT LEAST 3 1/2' THICK REINFORCED WITH b X 6 WL4 X Ull4 N TOP OF 1 IR' OF SLAB OR 4' FIBER MESH C04CWM SLAB OVER b ML. VAPOR BARRIER ON CLEAN, WELL -COMPACTED, TER IITE TREATED, GRAMJLAR FILL_ (TYPICAL ALL UNITS) 1. PROVIDE A MINIMUM 6-MIL VAPOR BARRIER WITH b' OYER-APPED AND TAPED JOINS BENEATH ALL SLABS ON GRADE. 8. ALL CONTROL, JOINTS MUST BE SAW CUT AS SHIOUN OR PER AM STANDARDS WITHIN 24 I IOURS AFTER CONGREIE PLACEt'IENT. 3 A FOUNDATION SURVEY SHALL BE PERFORh7ED 40 A COPY OF THE SURVEY N44L1. BE ON THE 511E FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS 6NALL BE EXPOSED AND A STRING S1REICI-M FROM MAI;nR TO MAR a TO VERIFY RREGUIRED SETBACKS. 10. NO WOOD OR PAPER GRADE STARS PERMITTED FOR SLAB POUR II, STOW WATER R1 4OFF 5"1 BE DISPOSED OF CN-SITE OR DIVERTED INTO AN APPROVED DRAINAGE 5TR VJ;E OR CHAMEL (SEE 102.91 A.T. CI-1) 12. THE ELEVATTCN OF THE RNI514 FLOOR OF RESIDENTIAL BUILDINGS SHALL BE A MNMJ1 OF 4' OF CM ABOVE THE HIGHEST ADJACENT GRADE 1102.91 LDCJ 13. RElfRENCE TIE 5N FOR ADDITIONAL EARTHUKJrdK 1 FOWATION NFOWATTON. 14. BORACARE TREATED UUI'IBER 15 AN ALTERNATIVE TER IrIE 601L PROTECTION TO SOIL POISONING 15, REFER TO DETAIL D/54 I E/54 FOR MASONRY INTERSECTION CONNECTION Ib. AC CONCRETE PAD SHALL BE 3' ABOVE FINISHED GRADE LEGEND: CONTIM10U5 FOOTING MASONRY SHEAR WALL (BLOCKS BETIEEN FILLED CELLS ARE NOT TO BE FILLED, UNLESS NOTED ON PLAN) • 5 VERT. N FILL CELL G.J. COMA JOINT 1 (2) 5 X 24' DIAGONAL BAR AT J ,L"i RE-ENTW(INSIDE)CORNER _ — r FOOTING SCI•EDULE: MAR'; 512E DEPTH REWO CNG PI 2'-0 x 24' 12' (4) 5 EA WAY F2 24 x 1'-b' I6' (5) 5 EA WAY '•0 3x 34' I6' (b) 5 EA WAY FF4F3 2'-b x b'-8' 16' (5) 5 LONG WAY 15 1 I6' O/C CROSS, 5C: 1310/1311 - 5T. CROIX 5: 1530 - 51E5TA KEY M: 1531 - MARTINIQUE NOTE: SEE 'UNIT' DETAIL 051TH PLANS FOR 1/4' SCALE FOR ALL DIMS. FIN15+4ED CONCRETE FLOOR 1.4x1-4 WIRE MES+-I I�—OR FIBER ME514 IN MIX SAW CUT EXPANSION JOINT SCALE: N.T.5. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com O O Ln LL ONE o 'Jo z Qmry M � Ce ZQC Fa--OLJJ-00 vZi To Q nm z E Jz~ W z o 0 mi IO uj U O U z O Z 7 ' F— O Q � I I z U Q � J V) LLi 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 = t0.18) 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 WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2D10-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 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A, GREENBERG, P.E. #34245 �J THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. N IIA L: ,�,t�.• C E NSF �No.� :ems • STATE OF 4(1to ��''�•:1���TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ/LV REVIEWED BY: TH S1.0 _ . ...... � /I �-lt �' T8 -0'6 -I CONE. P� 3'-0'x3'-0'� I1 _ -_- __ ■ ■ - -_ 1 CONE. PAD �,I � I6'xlb'x14' NIGH ' 5MAFE COLUMN 5A8E W/ 12' ROWp PILASTER ABOVE 2 C 51M. W/ ITd155 51.1 BR4 Y 10'4' AFF. o 6 S6 ■ 130' 8' 14' 3'-0' L II'-6' _ 3'-0' II'-6' _ II'-b' 3'-0' 3'-0' II'-6' II'•6' 3'-0. I1'-6' 3'-0' (51M. W/FLOOR 3'-m'x3'-m' 151M. MAW' TAPCON5 _ (SIM. WA14'x4' TAPCONS (51M. W/1/4'x4' TAPCON5 (SIM. W/1/4'x4' TAPCON5 3'-m'x3'-m' (SIM. W/FLOOR TRU55 PARALLEL \ p s I6' O.C. IN LIEU OF p 16' O.C. IN LIEU OF p p e I6' O.C. IN LIEU OF p (51M. SEEPAD ' m' — Im' 6' TRUSS PARALLEL TO WALL) {SIM. W/I/4'x4' TAPCON5 (SIM. 5 P`� '1 s3 XPANSION $OLTS {SIM. 5EE 5�C EXPANSION $OLTS - EXPANSION BOLTS STRIJC. 16' O.C.OG. IN LIEU OF / {gIM. SEE (SIM. W/1/4'x4' TAPE TO WALL) 10' b' '-0' CGNC. 9 r CONE. 3' mx3' m' - - S6 S3 S3 S6 NOTE 13 NO S EXPANSION BOLTS s3\ S c 3NOTE 03 e I6 O.C. IN LIEU cor�JG PAD T 8' 0'x3'1cmNc.Pao s 16' 0L. IN LIEU OF sSTRUC. I 0 s5TRUC. NOTENOTE *3 3\ '��_„I i EXPANSION BOLTS FOR �� 1 a a 3 FOR SFOR LINTEL v / FOR LINO FOR LINTEL3 vv FOR LNTEL6 EXPO SIGN BOLTScost PA° S- - - - LINTEL :ZE---LINTEL SIZE) ■■SIZE) '�■■■SIRE) . - -- 10 10 ■ 10 10 y ■ 10 � J � � r ■ � 10 � � 1 1 1 1 1 T n' � _ I i t IML O 1- - I s ■ ■ ■ ■ ■ ■ ■ 1 ■ il rUII O Q 3'-m'x3'-0' GCMG PAD t psi I6'xl6'x24' ww l SIM. W/I/4 x4 TAPCON5 i \ (51M. W/1/4 x4 TAPCONS / a- _ o 51 COL" BABE - - I 10 I(V O.C. IN LIEU OF g I6' O.C. IN LIEU OF p 151M. W/I/4 x4 TAPCON5 D D D D (SIM. W/I/4'x4' TAPCONS p - w/ p' ROM L - ' ' 1 , PILA5iEi2 A80VE. co 1 e ib O.C, IN LIEU OF c S3 S3 i EXPANSION BOLTS s3 ■ S3 EXPANSION BOLTS ■ 53 ■ e I6' O.C. IN LIEU OF s3 f EXPANSION BOLTS (SIM W111 IN4 LIEU OF (51M. W6/ O.C. IN LIEU EXPANSION BOLTS _- 1 � = - -1 =T ' i ■ - - -- O I I I f L � E EXPANSION BOLTS EXPANSION BOLTS If; ■ �� 1� - ■ - 10' 4' S1.1 -- - ---- ----- % AFE �� a S6 36 - -- - - - - - - - - .._ F / �* I�_I — 6 i.� _ S6 ■ co s g B B� S6 7 - ----- ZN j� - --- j - - -- ---- - T -- )LI- g I � e - - I_C_ 8 (SIM. W/FLOOR (51M. WIFLOOR 8 - 1 (( ° .,�� GG G GG G 7 "l $ s6 Ti PARALLEL TRUSS PARALLEL 7 7� S3 7 7 s3 s3 7 1 ---� TO WALL) yy ll ■ ■ ■ 0 T , -r'- 7,1 -� WALL) i 8 —zz=1----- ■ ■ - - 1 J 6 5 2 CM0■,4. iAFF. ■ Ib'xib'x24' NIGH 5OIJARE COLUMN BABE W/ V ROW PILASTER ABOVE 6 \J I I 3'-0k3'-0' CONC.PAD l 1370 - ST. CROIX 1371 - ST. CROIX WOOD BEAM SEE PLAN FOR CONN. TO COLUMN ` T.O.C. s 104 OFF. (� COLUMN SPACER—' HURRICANE STRAP PER PLAN TAL. • 8'-4' OFF. 00� CMU COLUMN FILLED W/ GROUT. SEE PLAN FOR SIZE 4 SPEC. (SQUARE COLUMN 15 5wm) A TTRY COLUMN TOBEAM EE N.7.5. GG GG `- n- 3 G 9 GG GG 9 S3 n 1 ,I 1 II — - 1'-0 TO SIDE * 1 0 TO SIDE ■ 1 0 TO SIDE ■ 1'-0 TO SIDE OF COLUMN 3 -10' ■ - OF COLUMN I OF COLUMN 3'-10' 3'-10' OF COLUMN f !_ ■ 6 �o GG S3 G3 cs� 6 Ijl F 5 - 4,-- r l - 5M W/ 1Fd155 \ \ Z C1 I I I I i t I I I ■ I I ■ AFf. - - - - I `- - --- � BAB. • BAB. a 1 - I I _ L J r - --- AFf. AFF. - �^ - -- i I l_ 1 �j Ib'xlbk24' NIG+1 V I BA8 8' BAB. W l 1 BAB. a $, a 8'_m I U �� I �� 1 1 I r, �(o 1 1 1 5 coLurt� BASE i ■ 8'-0' ■ AFF. _ l W/ IZ Rm11�J L _ - - OFF. L L i 1 1 OFF. APE 8'-0' � O I I O G I ! ---- � I IF 11 n (�`� C - - -- - -- � I ■ ■ ■ ■ g ■ ■ - ■ ■ ■ ■ - - ■ ■ ■ ■ ■ ■ ■ ■ � B ■ ■ _ _- - ■ ■ ) O I Q PILA5IER ABOVE � I �1-� __ ■ S1.1 B ■ ■ ■ ■ 8 S1.1 ■ -- .. I O 6 O I - `I ■ S1.1 S1.1 ■ -� I `_- B B ■ c 1A 1 1 `u F/1'A I i 11 1 ---- - --- 11 s3 11 - - - ■ - - - - 11 s3 11 --- - ■ ---- — — .n — — — -- — -- — — 1 - -- - 1A 2 - - - --- 2 a � 2 ■ 2 1A - _Y-iAV_- - S3 ; .. T ■ .. S3 - - - - - - - L—J ----- CONE PAD ■ ■ - -- - ■ ■ ■ --- ■ ■ - _ ■ ■ i ■ i -- - - ■ ■ _ ■ ■ - ■ ■ ■ -- - - ... ■ ■ _ - -- --�-- I ' r — 4 4 1 1 4 4 8'-2. 8' 8' 6-1' 8'-2' 8' 8' _ 8'-2. (SIM. W/FLOOR 8' 10' 5' 8' 5'-8. 8' 10' 8'•10' 5' 8' 5'-8' 8'-10. 8'-10, 5'-8' S'-8' 8'-10' 1 S5 PARALLEL 1 ____ TO WALL) 14'-6 - — - ---- 14'-6' W-b' 65' 4' 65'4 L 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1 1 S t FLOOR STRUCTURAL PLAN VAPOR BARRIER BEHIND MASONRY WALL ( / 5C4LE : 3/I11 = -0 ) GIRDER Ti .r I' X P.T. BASE a P.C. LINTEL PER PLAN / `-(3) Sd TOE NAILS /4' 2X4 P.T. LEDGER W/1DIA J/ X 2 3/4' TAPCON5 6 8' 0/C. MASONRY WALL WALL SECTION J 5,74E N r.5. 1/1(o' O.SB FIRERATED OR REG. PER ROOF PLAN SEE ROOF NAILING 5CHED. ON SHEET SNI PRE-ENGINEERED ROOF TRUSSES s 24' 0/C MAX. U5P HTA20 OR EQUAL .ATI 8'-0' AFF. L PRE-ENGINEERED GIRDER TRU55 TOP CHORD W/ Y4' x 2)/4' TAPCON5 ,s 8' O.C. INTO CMU USP MP34 9 EA. TRU55 /-PRE-ENGINEERING TRJ55 W/3'-O' CANTIVELER MAX. (2) I6d TOE NAIL INTO GIRDER is EA TRU55 1/16' 0,513. W/ 8d 6 8' O/C 4 CEILING DRYWALL ON TOP W/ 1-3/6' DRYWALL NAILS OR DRYWALL BEAM PER PLAN 5CREW5 e 1' 0/C. ENTRY ONLY. PRE-ENGINEERED GIRDER TRU55 BOTTOM CHORD WIYa' x 2%' TAPCON5 0 8' O.C. INTO CMU DIM. VARIES SHED ROOF @ S.G.D./ENTRY DETAIL 6CALE : N.T.S. 1-3/4' OR 2-1/2' PLYWOOD OR 055 FILLED CELL W/ lU 05 VERT, MASONRY WALL (2) 2' x 6' BEAM W/ (6)11 COMMON NAILS 9 EACH END ATTACH 2' x 6' J015T TO BEAM Wl (6J 10d TOE NAILS s EACH END MP) 2' x 6' JOIST 6 24' O.C. MAX. NOTE: 1) PLATFORM 15 DESIGNED FOR A MAXIMUM WEIGHT OF 250 Ibs• 2) ALL WOOD MEMBERS ARE PRESSURE TREATED 3) REFER TO RETROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x 6' S.Y.P.' 2 Wl (6)10d COMMON NAILS is EACH END 4' x 4' P05T W/ 1/2' DIA. ANCHOR BOLTS Q 24' O.C. INTO FILLED CELL Wl l U 5 VERT. 0D ALT A/C PLATFORM DETAIL SGALE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com i o 0 Lu O Lr) C- � ,--I Ln j C z Qm'� -a Tn pu Do-TZ00 --, zLn E Lu _j W z o 0 LD V) --� w U O U Z O C � U Z V) U _Q W 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=±0.18) WIND ZONE THIS DRAWING AND ULSIGN IS VALID TOR 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 WITHOUT WRITTEN CONSENT 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 UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E...111'WM1'*8v._ -'SMET TITLE: 1st FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ/LV REVIEWED BY: TH sil 2nd FLOOR STIRCI11RAL NOTES GIFTED NOTES ARE KEYED TO FLAK 2l PIRDVIDE (I) 5 CONT. IN FILLED RiECA5T LINTEL IN 2' RECESS AND (1)5 COM• N FILLED KO. BLOCK ABOVE �-8• 2© 5' X 5' PFECAST LINTEL UV 2' RECESS FILLED SOLID UVUM 4 (U 5 CCNT. IN FULLED KO. 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GUST, EXPOSURE a I I B i i i -C- ENCLOSED (INTERNAL PRESSURE 7 o COEFFICIENT=t0.18) WIND ZONE bi 9 9 9 3i i THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS m , _ ■ I � - v -'--- v 4 I ■ AFTER THE DATE R IS SIGNED AND SCALED. F11_ _ I SIGNED AND SCALED FOR THE STRUCTURAL PORTION S6 . S6 - ( - OF THIS DRAWING ONLY. 2010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER - - - t CONSENT FROM LENNAR CORPORATIOUN WRITTEN ■ _ p a v 6 ■ v 2016THCSE DRAWINGS AND D[SIGNS ARE THE JOINT -s - -t I - A - A A Y 21 S'.2 21 21 '� S1.2 21 L710. S,1.2 v 21 I PROPERTY THISPROF CET. ANY ENGINEERING LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. A C. to I LIE 14 Ty L t REVISION: ■ ■ ■ �, ■ f ■ DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDIAIES I (SIM. ■■ ry ■ ON ■■ ■■ ■■■ ■■ ■■ ry■ ■ ■■ (SIM. • W�LooR W/FLOOR ■ TRUSS ss 21 22 22 21 21 ss ARALLEL PARALLEL 21 � 22 22 22 22 - To WALL) To WALL) I VERSION NO. 1.00 / 09.29.09 CA 25948 4-4' --Y-0' 3'•2' 2'-8' Y-10' 4'-0' 4'0' 3'-10' 1'-0. 1'-1' 3'-10' 9' 8' N-10' 1'-2- 1'-0' 3'-10' 4'-0' 4'•0' Y-10' I'-0' 11•2' 31-10' 8' 8' 3'.10' I'-1' I'•0' Y-10' _ 4'•0' 4'-0' 3'•10' 14' 1'•2- 3'-10' 8' 9' 3'-10' 1'-1. 1'-0. 3'-IV 4'-0' 4'0' 3'•10' 2'-V Y-2' 3'-10. 4'.4' SAMUEL A. GREENBERG, 8'-10' 5'•8' 5'•8_ 8'-k9' 8'-10' 5'-8' 5'-8' 13.40, 8'-0' — 5'-8' 5'•8' 8'-10' P.E. #34245 THUY H. HUYNH, - --- P.E. #60122 `-4, -- -- IRWIN J. BENSON, 1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX P.E. #49758 1371 -ST. CROIX 1371 - ST. CROIX ANDREW D. HAROLD, \ 2nd FLOOR STRUCTURAL PLAN '��••t,�CENS••; ,��i �n �CCB/ L: SCALE . _ 3/Ire' 1'-0' ••• S 9 • • y Y1 • I • 1/ Q ••♦♦ASS'! �OR(DP•`' • " a '••••��. H119 TITLE: ■ 2nd FLOOR STRUCTURAL PLAN SHEET INFORMATION: ■ - JOB NO.: 300698 9 DATE ISSUED: 09,16.10 DRAWN BY: DZ/LV REVIEWED BY: TH A MASONRY STEP DETAIL Scale : I/2' • ,'-0' S1.2 O I co CD mI J �+ J r� 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 12/Al a. 1531 - MARTINIQUE 1531 -MARTINIQUE 1 st FLOOR FRAMING PLAN SCALE : 3/16' = 1'-0' 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 F. 813.645.9698 www.donscoengineehng.com i O Ln w 0 z co uj M N 0 u'- 09 z�� fn Z w E J�~ W z J w U v) O U Z 0z �o C 0 ' Z ci Q ' U J V) w TO THE BEST OF THE ENGINEER'$ 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 =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD 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 WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2014THESE 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 09-29.09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, .•'��BI� Ej�j. .•••,` •��4�GENSF••Zy�i 2 STATE OF : . o�� '•+�i.'rilCi110#-1�+'•����� I�. Gam••. T���_ ��� 6#*eTITLE: 1 st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ/LV REVIEWED BY: TH S20 i O M LO I O co 'ram � J f� 130'-E. USP HTA20 AT MASONRY Q' (2) U5P PTA20 AT �, (2) USP HTA20 AT IR' '�q(TYPICAL e END UNIT5) MASONRY (TYPICAL UNOa MA50NRY (TYPICAL UNOJ -- - — - (2) U5P HTA20 AT USP HTA20 AT MASONRY - -- — (I — n' r' MASONRY (TYPICAL UND.) (TYPICAL a END UNIT5) I 0 - - - — - I z - — — I ! I I I I / = s - I ! --- I --- - I i I --- ! J ------ ______ FA B S2. 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W/FLOOR TRUSS B h ._ ' ~' PARALLEL TO WALL) s6 - - =====- 8 - I B -- -- ------ q -s2.2 S2.II \ ---- .. - _-__ ---= --- S6 I --- 1====-----_ S6 S6: - - - - - ---- ---- =___ ---- ---- -_- -- - - I � ILI Ilk - --- =___ ____ Q Q `� z - z � a d" I HTA2©l Yj'IGAL AT PARTY WALL, 5EE TAIL F/S6) HTA20 (TYPICAL PA RTY WALL, TAIL F/56) L I L-- - - - - - - - - - - _ - KLEG3 W/TOP FLANGE HANGER KLEG3 WlfOP FLANGE HANGER- KLEG3- W/TOP FLANGE HANGER — - - - US NTA2 AT MASONRY (TYPICAL END UNITS) ___.J 1. ---� - U5?PIPICAL END UNITRS) - PLY ,_PLY S2. r NN I 1A I 1A a S3 [65P HTA20 ATM RY USP HTA20 ATM RY (TYPICAL e D RS, I�JO) USP WTA20 AT MASONRY (TYPICAL to D R5, UNO) I'-b 1/4' (TYPICAL s ENTRIES) U5P HTA20 AT MASONRY 1'-0' 1'-m' r-a' (TYPICAL ® END UNITS) 5'-8' 5'-8'8-10 5-e- 65'-4' U5P A20 AT MASONRY - - — U5P WTA20 AT MASONRY U5P HTA20 AT MASONRY L(TYPIG ®DORMERS, UN01 (TYPICAL 6 ENTRIES) (TYPICAL a ENTRIES) 1'-b U4' r-e' r-m' r-m' r-a' z-0' USP HTA20 AT MASONRY (TYPICAL is END UNITS) 5.8 8-10'5'-8' 5'-8' 65'4 oir - 1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 -ST. CROIX - ROOF FRAMING PLAN SCALE : 3/ICo' = 1'-0" 2-PLY PRE-ENGINEERED GIRDER W/ETID GRAIN BEARING, 2 x 6 WEB MIN, PRE-ENGINEERED WOOD TRU55 TO BE PREPARED BY OTHERS L (AS REQUIRED) KLEG3 W/TOP FLANGE HANGER '-a, AFF. i/2' x T WEDGE ANCHOR (MIN. SHEAR = 13400) I NOTE: 5TAGGER ANCHORS FROM OPPOSITE SIDEN- , • , L M-4' AFF. 0 MOISTURE BARRIER—/ T: -INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER -REFER TO DETAIL A/512 FOR MA50NRY 6TEP5 DIMB51OR � GIRDER @ PARTYWALL SCALE : N.T.5. II15P KLl GRAVITY CAPACITY = 113201 UPLIFT CAPACITY - 48354 1 5CHEMATIC ONLY. SEE TRU55 PROFILE FOR ACTUAL TRU55. RAISED HEEL TRUSS SECTION SCALE : N.T.5. TR155 FRAMING NOTES CIRCLED NOTES ARE KEYED TO PLAN L ARCHITECTURAL BACKGROUND OF THE LEVEL BELOW 15 SHOWN FOR REFERENCE ONLY. 2. PLUMBINY.s HXiUR£5 IN HIDDEN LINES REPRESENT 2rTd FLOOR PLLMNG FIXTJ(E5. 3. CONNECTIONS PER 61111 /GNASP CATALOG (LATEST EDITION). CONTACT ENGINEER FOR ALTERNATE C 74 ECTION5. 4. PRE -EWE RED WOOD 71;al S SPACED r 24' O/C TYPICAL,LNLE55 NOTED OTHERWl 5. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL R07F INFOR IATION. b. MISS TO TRUSS ATTACHPBJT FER 1Rl MANLFAcTURER (UND) 1. UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE D ITERENI FROM TRI65 MANIFACTURfR'S VALUES 8. IF THE C04TRACTOR TRU55 MANUFACURER, OR OTHER DESIGN PRCFE55IONAL REVISE THE SHOWN INFORMATION, DANSCO ENGINEERING, LLC 15 REQUIRED TO RENEW ALL FINAL CONSTRUCTION DOCIMENTS FOR COMPLIANCE WITH DE51GN LATENT PRIOR TO COMh� OF THE PROJECT. LEGEND: BLOCK WALL 0 84' AFF. BLOCK WALL • IB'-8' AFF. LISP, CONNECTIONS CONFECTION MY CONNI ION FASTENERS., CAPACITY PER CONK. HTA20 1 166 10-10d x 1 IQ' HTA20 2 3230 20-10d x 10' THD28 1 *2 6-10d x 1 1/2' , (b) 3/I6' X 2 1/4' tapwm I 3N (2) 3/4" dia. a301 though bob Into girder , (4) 3/4' dia. a301 though bolts Into w6a g wall F11626 1 1925 204d R% 1 1030 Ib-8d x I ] l' ,DIIPLEX NAILS ARE No. 8 WIRE GAUGE (0J62' DIAMETER) AND 31/2' LONG, DOUBLE HEADED NAILS. 5C= 1310/1311 - 5T, CROIX 5= 1530 - SIESTA KEY M= 1531 - MARTINIQUE DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com i O 0 LfT LL zoo �m� Q j M Q1 D z Qm� (M � � 00 7/7 ~ 0 � r 1 Z Ln a G a 00 Z w E Ww�~ Z O O O — Mill �--� w U O U T V) y I Z V) Oz O I � U z V) Q U w 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 - t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MDNTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION Or THIS DRAWING ONLY. 2010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 D-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR LINAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 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 .�.� JHNi�IN 49 *; O. j ? p0 TATE OF 4i ;% ON'�ITLE: w%4",At ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 300698 DATE ISSUED: 09.16.10 DRAWN BY: DZ/LV REVIEWED BY: TH S202 1!( /I U SPED I F I GATT ONS I. I. CONSTRUCTION I. I. I. AGI 3 b-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. I. 2. AGI 530-05, A50E 5/TM5 402-05 d AGI 530.1-05, A5GE 6/TMS 602-05 SPECIFICATIONS FOR MASONRY 5TRUGTURE5. I. I. 3. A5TM G210-04, G416-02, AND Gq0-OI SPECIFICATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DE516N 5PECIFIGATION5 (NDS) FOR WOOD GON5TRUGTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2001 EDITION, (INGLUDING 200q SUPPLEMENT) I. 1. 6. "MANUAL OF STEEL GON5TRUGTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AI5G) CITH EDITION. I. I. 1. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TPI 1-02. I. I. b. FLORIDA FIRE PREVENTION CODE (FFPG 2001) 1.2. DESIGN : I. 2. I. AGI 30-05 BUILDING CODE REQUIREMENT5 FOR 5TRUGTURAL CONCRETE I. 2. 2. AGI 550-05, ASGE 5/TM5 402-05 d AGI 550.1-05, A5GE 6/TM5 602-05 SPECIFICATIONS FOR MA50NRY STRUCTURES. I. 2. 3. - 4 - A 4 - I SPECIFICATIONS FOR MASONRY TRUCTURE5 A5TM G210 04, G 16 02, AND G O O S E 50 5 I. 2. 4. NATIONAL DESIGN 5PEGIFIGATION5 (NDS) FOR WOOD GON5TRUGTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DE51ON 5PEGIFIGATION5 (APA) I. 2. 6. FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 2001 EDITION, (INCLUDING 200q SUPPLEMENT) 1.5. SHOP DRAWINGS : I. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAWIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAWIN65 ARE TO BE SIGNED AND SEALED BY A FLA. RE6. PE. AND SHALL INCLUDE: DRAWIN65 AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 1.4. GENERAL BUILDING NOTES I. 4. I. OGGUPANGY CLA551FIGATON RESIDENTIAL, GROUP R-3 I. 4. 2. BUILDING HEIGHT IN FEET d NUMBER OF STORIES = < 60'-0", 2-STORY I. 4. 3. TYPE OF CONSTRUCTION: VB I. 4. 4. PARTY HALLS SHALL PROVIDE NOT LESS THAN A 2-HOUR FIRE RESISTANCE RATING. PLUMBING, PIPING, DUCTS ELECTRICAL OR OTHER BUILDING SERVIGE5 SHALL NOT BE INSTALLED WITHIN OR THROUGH THE 2-HOUR WALL UNLESS 51JCH MATERIALS AND METHODS OF PENETRATION HAVE BEEN TESTED IN ACCORDANCE WITH FBG 2001, SECTION 103. 2. DES I GN LOADS 2.1. DEAD LOADS: 2. I. I. UNIT HEIGHT OF SOIL, COMPACTED : 120 PGF 2. I. 2. UNIT HEIGHT OF REINFORCED CONCRETE : 150 PGF 2. 1.5. UNIT WEIGHT OF b" G.M.U. BLOCK 55 PSF 2. I. 4. 15T FLOOR 50PERIMP05ED LOAD : 20 P5F 2. 1.5. UNIT HE16HT OF 2x4 PARTITION HALLS : II PSF 2. I. 6. UNIT HEIGHT OF 2x6 BEARING WALLS : 12 P5F 2. I. 1. BALCONIES d DECKS : 15 P5F 2. I. 8. TILE ROOF TOP CHORD : 15 P5F BOTTOM CHORD : 10 P5F 2. I. q. SHINGLE ROOF TOP CHORD 1 P5F BOTTOM GHORD : 10 P5F 2. I. 10. FLOOR TRU55E5 15 2.2. LIVE LOADS : 2. 2. I. 51DEHALK AND DRIVEWAY LOAD: 250 PSF 2. 2. 2. GARAGE LOADS; 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2. 2. 4. BALCONY AND DECKS : 60 P5F 2. 2. 5. 5TAIRWAY5 AND LANDINGS : 40 P5F 2. 2. 6. 2. 2.1. FLOOR TRUSS TOP CHORD MINIMUM : 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM 20 P5F BOTTOM GHORD (H/O STORAGE) 10 P5F (NON -CONCURRENT) 2 3 RAILING LOADS : 2. 3. 1. ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIGNED TO HITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL 5Y5TEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DE516NED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2. 3. 4. 2.3.1., 2.3.2 d 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM 5TRE55E5 IN THE MEMBER GOMPONENT5. 2.4. HI ND LOADS : 2. 4. I. HIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SEGT. R501 OF THE FRG 2001 EDITION (INCLUDING 200q SUPPLEMENT), AND CONDUCTED BASED ON A 120 MPH, 3 SECOND &U5T, EXPOSURE "C", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING 2. 4. 2. NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 P5F TILE 2. 4. 3. WIND LOAD DETERMINATION BASED ON ASGE 1-05 2.5. DEFLECTIONS : FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/560 TIMES THE SPAN FOR LIVE LOADS ND /240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN M THOD 3. I. LOAD FACTOR DESIGN 3. I. I. THE LOAD FACTOR DESIGN METHOD WAS USED TO DE510N GA5T-IN-PLAGE CONCRETE 5LA55 AND FOOTIN05 3 2. SERVICE LOAD DESIGN : 3. 2. I. THE SERVICE LOAD DE51ON METHOD HAS USED TO DE51ON MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3 3 LOAD COMBINATIONS FOR LRFD DESIGNS 3. 3. I. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + HL TOTAL DL + HL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE51ONED TO RE515T THE HOR5T LOAD COMBINATION RESULTING IN THE MAXIMUM STRE55ES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3 4. DESIGN ASSUMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DE51ON PLANS. 4. MATERIALS 4. 1. RE I NFORG I NG STEEL 4. I. I. REINFORCING STEEL SHALL BE A5TM A615-04a GRADE 40, f'y = 40 Ksi 4. I. 2. LAP SPLICE SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4, 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE. 4. 1.4. REINFORCING PETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DE51ON COVER REQUIREMENT5 G-I-P CONCRETE FORMED AGAINST EARTH 31, C-I-P CONCRETE EXPOSED TO EXTERIOR : 2" G-I-P CONCRETE NOT EXPOSED : IY211 GROUT FILLED MASONRY : 314 4. I. 1. WELDED WIRE FABRIC (WWF): A5TM A05-01 4. I. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION. 4.2. CONCRETE : 4.2.1. CONCRETE TYPE MIN. 25 DAY DE51ON (Fc.) MODULES OF ELASTICITY DESIGN (E) G-I-P CONCRETE (NORMAL HEIGHT) 2,500 Psi 2,550 Ksi G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO GO. ONLY 5,000 Psi 5,122 Ksi G-I-P GROUT 3,000 Psi 3,122 K51 4. 2. 2. CONCRETE SHALL 6ON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL C-ON515T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN ,5" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED 5LAB5 (EXCLUDING EXTERIOR WALKWAYS d DRIVEWAYS) 3 1 2" MIN. THICKNESS MIN. REINFORCEMENT OF 6.0 x 6.0 1 4 x l 4 F / W/ W/ WW IN TOP I-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF CONTRACTORS DISCRETION. 4. 2. 1. CONCRETE PLACEMENT PRA TI HA E IN ACCORDANCE G GES S LLB H/ ALL AGI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY : 4. 3. I. FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM Gq0-01, TYPE II NON-MO15TURE CONTROLLED. 4. 3. 3. ALL CELLS d CAVITIES BELOW GRADE HILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION. 4. 3. 1. MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R606.13 4.4. STRUCTURAL LUMBER 4. 4. I.I. INTERIOR LOAD BEARING HALLS 5PF, fb = 615 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF, fb = 615 PSI, E = 1200 Ksi 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS 5UGH A5 SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O. 4.4.4. IF 05D BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT 5HOP DRAWIN65 TO THE ENGINEER OF RECORD. 4. 4. 1. DESIGN, FABRICATE AND ERECT WOOD TRU55E5 IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE AN51/TPI 1-02, 5651 1 - 03 4.4.5. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 1/b" STUCCO FINISH PER A5TM G. q26, APPLY 3 LAYERS H/ TOTAL THICKNESS 1/5" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 31RD LAYER 1/9," THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 4 FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RESIDENTIAL CODE R103.6.2 4. 4. II. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M 4 4.5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOWN5 SHALL GON515T OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/361-1 04 Fy = 36 K51 ROUND METAL PIPE : A5TM A53-02, GRADE B Fy = 35 Ksi 5QUARE METAL TUBING : A5TM A500-03a, GRADE B Fy = 46K51 HIGH STRENGTH BOLTS : A5TM A325-q4 MACHINE BOLTS : GALVANIZED A5TM A301-03 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 331<51HITH G40 GALVANIZED COATING IN ACCORDANCE WITH A5TM A525-21. 4. 5. 3. NAILS SHALL CON515T OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : Sd = 0.151", IOd = 0.14b", 12d = 0.145", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 1. CONCRETE EMBEDDED 'J' BOLT5 USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5PAGIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 5. CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MIGRO-LAM LUMBER: 4. 6. I. MICRO -LAM STRESS 6RADE5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 P51 Fb = 2,150 PSI Ft = 1850 P51 Fc = 500 PSI (PERPENDICULAR) Fc = 2,100 (PARALLEL) 4.1. STEEL: Fv = 255 PSI 4. 1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.1 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.G. "5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 5TRUGTURAL STEEL FOR BUILDINGS". 4.13. STRUCTURAL STEEL: A5TM A36/36M 04. 4. 1. 4. STEEL TUBING: A5TM A500-03a, &RAPE B. 4. 1. 5. WELDED CONNECTIONS: EIOXX ELECTRODES, MINIMUM 51ZE FILLET HELDS 3/16", AW5 CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4,1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATES ON EACH 51DE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 1. 1. THE STEEL FRAME 15 "NON-5ELF 5UPPORTIN6". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. WOR5T CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (6) = 1.0 WIND EXPOSURE -- 'C' (FRO R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.16 ENCLOSED BLDG) DESIGN IUIND PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 363 P5F / - 48.6 PSF (END) + 363 PSF/ -393 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9xl +21.6 PSF / -312 PSF DOUBLE 16x1 +26.4 PSF / -29A PSF NOTE: THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN THIS CONSTRUCTION DOCUMENT. 4. 8. SOIL: 4. 8. I. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 P5F. 4. 8. 2. ALL SOIL 15 TO BE GLEAN d POISONED FOR TERMITES PER FBG 2001, RESIDENTIAL SECTIONS R320.1, R320.2, R320.3, d R104. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • Soil Chemical Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, 15 an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A permanent sign which Identlfie5 the termite treatment provider and need for re -Inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall r - a discharge east I' O" away from the building side walls. P g y 9 3. Irrigation/Sprinkler 5g5tem5 Including all r15er5 and spray heads shall not be installed within I'-0" of the -building side wall-. 4. FBG R104- To provide for Inspection for termite infestation, between wall covering and final earth gqrade shall not be less than 6 inches. Exception: Paint or decorative cementit)ov5 finish less than 5/&" thick adhered directly to the foundation wall. 5. R320.1.1 If soil treatment is used for subterranean termite prevention, the Initial chemical loll treatment Inside the foundation perimeter shall be done after all excavation, backfllling and compaction Is complete. 6. R320.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after Initial chemical soil treatment shall be retreated with a chemical soll treatment, including spaces boxed or formed. 1. R320.1.3 If soil treatment 15 used for subterranean termite revention, Space in concrete floors boxed out or formed for the subs n Installation f I mbpl r 'n r n other ectve to p u b n taps, dral s o any of e purpose shall be created by using plastic or metal permanent)yy placed orms of sufficient depth to eliminate any planned 5011 disturbance after initial chemical Soil -treatment. 8. R320.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soli shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreotment 15 required. Any work, includingq placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. 1. R320.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. 10. R320.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within I foot (305 mm) of the primary structure 51dewolls. Also, a vertical chemical barrier Shall be applied promptly after construction Is completed, including initial landscaping and irrigation/sprinkler insicollation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. II. R320.1.1 If a registered termiticide Formulated and registered as a bait system 15 used for subterranean termite prevention, Sections R320.I.Ithrovgh R310.1.6 do not applyy; however, a signed contract assuring the Installation, maintenance and monitoring of the baiting 5y5 em for a minlmvm of 5 years from the Issue of the Certificate of Occupancy shall be provided to the building official prior io the pouring of the 51ob, and the system must be installed prior to final building approval. 12. FBG R320.1 - All buildings are required to have pre -construction treatment. 13. R320.1 Termite Protection. Termite protection shall be provided by registered termiticides, includingq soil applied pesticides, baitingq systems and pesticides app Ifed to wood, or other approved methoY of termite protection labeled use as a preventative -treatment to new construction. See Section 202, Registered termiticide. Upon completion of the application of the termite protective treatment, p a Certificatef m lian shall 1 o the bull in deportment o Compliance ce s a be s sued t cp g depa tme t N the licensed pest control company that contains the following statement: "The building has received a complete treatment For the prevention of subterranean termites. Treatment is In accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." 14. R320.2 Penetration. Protective sleeves around piping penetrating concrete slab -on- rade floors shall not be of cellulose -containing materials. If 5011 'treatment 5 used for 5ubterran6an termite protection, the sleeve shall have a maximum wall thickness of 0.010 Inch. and be sealed within the slab V51nq a non -corrosive clamping device to ellminotethe annular space between the pipe and the sleeve. go termicides shall be appTled inside the sleeve. 15. R320.3 Gleaning. Cells and cavities In ma5onru units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all nonpre5ervotive treated or nonnotvrolly durable wood, or other cellulose -containing material prior to concrete placement. 4. 0 .3. SOIL 15 TO BE COMPACTED TO 615% MODIFIED PROCTOR AS DEFINED BY A5TM D 1551-00 NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTI ON BEG 1 NS. DANSGO ENG1 NEER I NC LLG 15 RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY D I SGREPANGY BETWEEN FIELD CONDITIONS, OTHER DES I ON PROFESS I ONALS' SHOP DRAW I NOS, CONTRACTORS' BU I LD I NO METHODS, AND THESE SIGNED AND SEALED DRAW I NC S MUST BE BROUGHT TO THE ATTENTION OF DANSGO ENGINEERING LLG PRIOR TO THE COMMENGEMENT OF CONSTRUCTION. ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, GHROMATED COPPER ARSENATE (GGA-C) HILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. 5EVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REPLACE GGA-C. MANY OF THE NEH PRESSURE TREATED HOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE GONNEGTORS THAT RESIST GORR0510N. FOR EXAMPLE, AGG2-C, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOES NOT. REOU I RED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRG R308.4) R30b.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INGLUDING GLA55 MIRRORS IN HAZARDOUS LOGATION5 SUCH A5 THOSE INDICATED A5 DEFINED IN SECTION R30B.4 SHALL PA55 THE TEST REQUIREMENTS OF GPSG 16 GFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II A5 INDICATED IN TABLE R308.3 EXCEPTIONS: I. POLISHED WIRED 6LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH AN51 ZcM.l 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R3O8.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED 5PEGIFIG HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: I. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. &LAZIN& IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN 5LIDIN& AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SHIN IN R G G DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HOWER5. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24-INGH(610MM) ARC, OF THE DOOR IN A GLOSED P051TION AND WHOSE BOTTOM EDGE 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN q 5QUARE FEET (02336 1`12). 1.2 BOTTOM EDGE LE55 THAN Ib INCHES (451 MM) ABOVE THE FLOOR. 1.3 TOP EDGE GREATER THAN 36 INCHES (ql4 MM) ABOVE THE FLOOR. 1.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (q14 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. q. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR 5WIMMIN6 POOLS, HOT TUB5 AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN 60 INCHES (1524 MM) ABOVE A HALKIN6 SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (1114 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN6 SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A 5TAIRHAY IN ANY DIRECTION WHEN THE EXP05ED SURFACE OF THE GLASS 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE N05E OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: I. OPENINGS IN DOORS THROUGH WHICH A 3-IN(;H(16 MM) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 1, 3. GLAZING IN SECTION R3045.4, ITEM 6, HHEN THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. &LAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A GLO5ED P051TION OR WHERE ACCESS THROUGH THE DOOR 15 TO A GL05ET OR STORAGE AREA 3 FEET 014 MM) OR LE55 IN DEPTH. &LAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 1. 5. GLAZING IN SECTION R308.4, ITEMS 1 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE 51DE(5) OF THE GLAZING 3(o INCHES ± 2 INCHES (6114 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE 6LA55 AND BE A MINIMUM OF I Y INCHES (39, MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R30B.4, ITEM 1, WHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DE6REE5 (01cf RAP) OF HORIZONTAL] SURFACE ADJACENT TO THE 6LA55 EXTERIOR. 1. LOUVERED HIND0H5 ANP _I,ALOU51E5 COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. q. SAFETY GLAZING IN SECTION R30&.4, ITEMS 10 AND II 15 NOT REQUIRED HHERE: q.1 THE SIDE OF 5TAIRHAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING HITH THE PREVISIONS OF SECTION 1012 AND 1601.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND q.2 THE PLANE OF THE 6LA55 15 GREATER THEN 18 INCHES (451 MM) FROM THE RAILING. GLA55 BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRO / FBG A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR B) ADHERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8'. ALL MORTAR JOINTS MUST BE 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 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN (o INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING_ INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR N) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL 5ET (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLA55 BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR 5EALIN( J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH,, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING (EVERY OTHER .COURSE)-\ � \- SEALANT GLA55 BLOCK DETAIL EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP ro" MIN. LAP SPLICE W/ REINFORCING PANEL NOTE: SEE GLA55 BLOCK INSTALLATION NOTES. :(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRO TABLE R3012.13) �(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBG TABLE 1606.1.6.1) DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineefng.com Ln Z pp C 0rn .�I z t1mIn M N z Q C 0�0 Z 3� WJ z J � F- LLJ 2 Q Z TO THE BEST OF THE ENGINCDT'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 ANTI, 3 SEC. GUST. EXPOSURE 'C ENCLOS® INTERNAL PRESSURE COEFHCIENT=3D.iBI 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. ED2010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 020104THESE 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 02.02.09 1.0 2007 FBC UPDATES 10,29.09 1.01 FFPC 2007 UPDATE 05,07.10 2.00 GP FIREWALLS 07 28.10 3.00 ADD ALT. F SHEATHING VERSION NO.3.00 / 07.28.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, 7' P.E. #60122 El IRWIN J. BENSON, P.E. #49758 El ANDREW D. HAROLD, P.E. # itWA •1••_ Nth .•`'���1�bl�/L: TR wa :O•• TATEOF ••�¢ ••,••••►� Nt,TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: WAS SIN IT- O iV 1 C' ) LO M a- LO 11 I11L_110 CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS- 2' X 4' 6 16' D.C. 1'-5' (2) 16d TOENAILS 2' X 6' is 16' O.C. 10'-8' (2) 16d TOENAILS 2' X 8' e 16" O.C. 13'-9' (3) 16d TOENAILS 2' X 10' A 16' O.C. 16'-5' (1) USP HTLU20 OR (3) 16d TOENAILS 2' X 12' 6 16' O.G. 19'-3' (1) USP HTLU20 OR (4) 16d TOENAILS 2' X 4' 9 24' O.G. 6'-1' (2) 16d TOENAILS 2' X 6' 6 24' O.G. 8'-6' (2) 16d TOENAILS 2' X 6' e 24' O.C. 11'-0. (2) 16d TOENAILS 2' X 10' e 24' O.C. 13'-0' (3) 16d TOENAILS 2' X 12' e 24' O.C. 15'-4' (1) USP HTLU20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TD RIDGEBEAM). FSOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor = 1.0) TRIBUTARY AREA (ft2) ROOF WALL ZONE 1 ZONE 2& 3 ZONE 4 ZONE 5 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33 9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 Notes. 1 For effective areas or w Ind speeds betw een those given above the load may be interpolated, otherwise use the load associated w dh the lower effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2007 3 Plus and minus signs signify pressures acting toward and away from the building surfaces ROOF DIAPHRAGM NAILING SGHEDULE RID6E LINE 15/32" COX PLYWOOD OR 7/I6" 05D (FOR Q kD 5HINGLE) IC1/32" GDX PLYWOOD OR 5/8" 05B (FOR TILE) IPCE LINE 120 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE 120 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE (FOR 5HINOLE) (FOR 5HINOLE) + + + Sd RIN6 SHANK NAILS @ 6" O.G. 4 8d RING SHANK NAILS @ 6" O.G. EDOE5 8 + + 4" O.G. ® 6ABLE END HALL OR GABLE TRU55 8d RING SHANK NAILS @ 6" O.G. INTERMEDIATE 0.115 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINC75 PER INCH I6 TO 20 RIN65 PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH (FOR TILE) (FOR TILE) IOd RIN6 SHANK NAILS @ 6" OG 4 4" OG @ 6ABLE END IOd RIN6 SHANK NAILS @ b" OG ED&E5 4 HALL OR 6ABLE TRU55 IOd RING SHANK NAILS @ 6" OG INTERMEDIATE 0.120 INCH NOMINAL SHANK DIAMETER (MIN.) 0.120 INCH NOMINAL SHANK DIAMETER (MIN.) RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER (MIN) RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER (MIN) I6 TO 20 RIN65 PER INCH (MIN) 16 TO 20 RINGS PER INCH (MIN) 0.250 INCH FULL ROUND HEAD DIAMETER (MIN) 0.280 INCH FULL ROUND HEAD DIAMETER (MIN) 3 INCH NAIL LENGTH 3 INGH NAIL LENGTH NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHIN6 5PEGIFIGATION5 AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) SGHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUOLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENOINEERINO, LLG FOR ALTERNATE FOR NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-D" (TYP.) + + + + + + + + + +++ +++ + + + + + + + + + + + + \++ + + + + + + + + + + + + + UPLIFT CONNECTION CRO55-REFERENCE o° ' MAINTAIN BOTTOM OF WEEP SCREED CEMENT PLASTER 1 112' TO 2' ABOVE IN ACCORDANCE ROOF SHEATHING WITH ASTMC926 OVER WOOD 2ND FLOOR U5P STRUCTURAL CONNECTORS 51MP50N 5TRONG-TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS MASONRY APPLICATIONS MA50NRY APPLICATIONS HTA16 1500 590 13-10d x 1 1/2' METAI6 1450 335 1-10d x 1 1/2' HTA20 1500 590 13-10d x 1 1/2' META20 1450 335 1-10d x 1 112' HTTI6 QW, -- I6-16d HTT16 3955, -- 18-16d x 2 1/2' HTT22 53104 -- 32-16d HTT22 4165s -- 32-10d LUGT2 1850 __ 16-10d 4 5-1/4'x3' lUed a bolts LGT2 2150 __ 16-16d Sincere 4 1- 1/4'x2 1/4' Titen L5TI9 1390, -- 8-10d L719 1350, -- 8-16d Sinkers LTT131 2650, -- 18-10d x 1 1/2' LTT131 2310- -- 18-10d x 1 1/2" FRAME APPLICATIONS FRAME APPLICATIONS RTi 585 110 10-8d x 1 1/2' W25 415 150 10-8d x 1 1/2' RTI6 1030 645 16-8d x 1 1/2' HIO 995 286 16-8d x 1 1/2' RTI6-2 1030 390 16-8d x 1 1/2' H10-2 160 395 12-I0d 5PT22 115 260 8-10d SPl 5e6 -- 10-10d 6PT24 1015 260 12-10d SP2 10(65 -- 12-10d SPT4 W5 -- 6-10d x 1 1/2' SP4 WE5 -- 6-10d x 1 1/2' 5PTH4 1130 -- 12-10d x 1 1/2' 5PN4 1360 -- 12-10d x 1 1/2' MUGT15 3%5 -- 22-10d MT 3%5 -- 22-10d LUGT2 2260 -- 32-10d LGT2 2050 -- 30-Ibd Sinkers HTW O 1530 95 20-10d PT520 1450 -- 20-106 MSTAIS 1215 -- 14-10d L6TAI8 1165 -- 14-10d M5TA24 1305 -- 18-10d L6TA24 1235 -- I5-10d M5TA30 1635 -- 22-10d L5TA30 1640 -- 22-I0d 115TA36 1635 -- 22-10d L5TA36 1640 -- 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HU526 1925 -- 20-Ibd HU626 1550 -- 20-16d TWDH26-2 2605 -- 30-16d HGUS26-2 2325 -- 28-16d WUS26 2510 -- 30-Ibd HU528 2000 -- 30-16d THDH210-2 3910 -- 58-16d HGUS28-2 3220 -- 48-16d CAPACITY 15 BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES 1) CONNECTOR CAPACITIES ARE FOR SYR REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHIGH COULD FORCE THE PLATE OFF THE TRU55. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS, THE REVERSE 16 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED a CONC. STEP 'J' BOLTS EXPANSION BOLTS %10 x 6" %",P x 6" MIN. 5/6"0 x 10" %"4, x 10' MIN, MIN. EMBEDMENT SGHEDULE FOR E AND QUANTITY OF FASTENERS TYPICAL +ETA 20-18 / IOTA 20 INSTALLATION NOTE THAT THE T1'VEK AND METAL LATH MUST CEO OVER THE TOP OF THE WEEP SCREED z(VzzX.17 CEMENT PLASTER OVER BLOCK IST FLOOR - YB' CEMENT PLASTER IN ACCORDANCE WITH AsrMc926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMG1063af�f TY VEK SHEATHING METAL 2FLA-044IWx \ 314' UNPERFORATED FLANGE Ye' WEEP SCREED CEMENT PLASTER FINISH WLCUM � CAUK BOTTOM JOINT ONLY ALL INSIDE AND OUTSIDE COIRTER WLL NEED TO BE MITER CUT. ALL JOINTS, NEED TO BE CAULKED U51NG VULGUPICAULK J4 ' CEMENT PLASTER FINISH PERFORATED FLANGE YL' WEEP SLAB SCREED INSTALL BOTTOM EDGE OF WEEP SCREED I' BELOW JJE=r 5CIREEED EiAlL T1'PIGAL MTU) INSTALLATION KEEP TOP EDGE OF WEEP SCREED 2' ABOVE TOP OF BLOCK BLOCK FINISH TYPICAL PU5 INFALL,4TION A 5N B 5NI \1 (OPT.) LC 5E USP MUC- THRU BOLT U5 MU R TRUSS TOP PLATE U.G TYPICAL USP 1"IUGT15 TO PUILT-UP COLUMN DETAIL H TA 20- IS / +-ETA 20 INSTALLATION Q MID SPAN NOTE: JPLIFT VALUE 15 BASED ON S.P.F. JSP RTI6 USING 16-8d xl I/2" NAILS JPLIFT = 1030# TYPICAL RTI(o INSTALLATION -FAB CHIMNEY CAP EId S 2110" BLOCKING (SEE MANUF. LISP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR FINISH RE-FAB CHIMNEY }' z Q z Q r � LOCKING @MID POINT _ ~ SECTION RA-,4" `-USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" ATTACH BLOCKING -/ TO TRUSSES w/ USP SLOPE SP HTW20 @ EA. CORNER MP-34 ANGLE TYPICAL -i► /CRICKET T*VPIGAL CN11"fNE�►' PLAN SCALE: 3/4'=1 -0 N E-ENGINEERED WOOD TRUSSES RE-FAB CHIMNEY ASSEMBLY @ 16" O.C. MAX. 2"x4" BLOCKING w/ 2' , PLYWOOD FLITCH TYP. STD. QO° BOND BEAM FILL CELL HOOK STD. QO° WIC GONT. #5 BAR #5 GONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND 5EAi-1 5TEEP' SCALE: N.T.S. I T 1` I C,,4 L +'-t 11'-' t-1�,� I'I I NCB 1,) C I ,4 I L Ln SCALD: N.T.S. LV7 z rn 00 GO n 10 N DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineering.com o O PRE ENGINEERED WOOD TRUSS 6 24' O.C. UN,O. 12 �(TP.) VARIES I Y' HIGH STRENGTH CD—/ GYP, BOARD OR %' WALL BOARD (OR %' GYP. TYPE 'X' is GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS tat 1' O.G. CEILING a 8' O.C. WALLS i R30 MIN. BATT OR—� BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER STD, 900 HOOK (SE DETAIL) R4.1 MIN. INSULATION ON EXT- BLOCK WALLS Ix2 PT WD FURRING • 24' O.G. 1/2' GYPSUM WALLBOARD U.N.O. Ix4 P.T. BASE NAILER 3 1/4" BASEBOARD — 2500 P51 CONCRETE — SLAB W/ 6x6 WIA x WIA WWF OR FIBERME5H (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 a (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12 HURRICANE ANCHOR • EACH TRU55 (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRU55 OISTURE BARRIER ROOF COVERING 1/16' O.S.B. MIN. (FOR SHINGLE) OR 5/8' 055 (FOR TILE) SEE ROOF NAILING SCHEDULE ON SHT. SNI ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 1 ' LIND, 2x4 SUB FASCIA 2' ALUMINUM VENTILATED SOFFIT 5'x8'XI6' KNOCK -OUT BLOCK W/ 105 CONT. FILLED SOLID W/GROUT 8' CJ*I TYPICAL 6 MIL VAPOR BARRIER \\/ GLEAN POISONED AND �\ COMP. SOIL. (COMPACTED ° TO 95io MODIFIED PROCTOR ASTM D 1551) S CONTINUOUS TO FOOTER BELOW 130* NOOK DETAIL K.O. BLOCK 20" MIN. �-#3 OR #4 REINFORGINC BAR -TYPE IS' MORTAR e p FINISH (1) 05 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL z MIN. 2500 PSI GONG. SLAB X: (MIN 3000 P51 CONC. SLAE FOR HERNANDO CO. ONLY) ILL zfw-w -vow Z X\j\\j Z o > (2) 05 REBAR CON I. ON 3' IN. CLR 3' CHAIRS TYP, UN.O. I'_4' 5TD. 90' HOOK (SEE DETAIL) TYPICAL WALL 5ECTION SCALE: N.T.S. CJ3 V (1) ROW 2x BLOCKING • MID HGT. FOR WALL HGT. 5 8'-6'. (2) ROWS 2x BLOCKING • 3rd PT5 FOR WALL HGT. > 8'-6'. I/2' GYP. WB (MIN.) 6 GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4' 0 X 3 1/4' TAPCONS • 24' O/C d -a 6' MAX FROM END OF 2 x PLATE (2) 05 GONT. ON 3' 6 X 6 WIA x WIA CHAIRS (TYP.) WWF OR FIBERMESH -- -- _ —°--a----�--Z SEE LAP SPLICE DETAIL R 11/8 "J 1#5 REINFORGIN6 BAR 3i0' MIN. LAP "S STD. 9O ° HOOK #6 REINFORCIN6 BAR #(o LAP SPLICE RE5,4R DET741La F SCALE: N.T.S. CJ3 LOAD BEARING OR EXTERIOR WALL SEE G6/53 OR 6/53 FOR ANCHOR BOLT INFO. *U5P 5PT22 TYP. MONO OR 5TEMWALL— FOOTINI5 MONO 5HOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY ELEV. VARIES I" x 2" FURRIN6 I" x 6" ROU6H SAWN CEDAR 12" U.N.O. 212" ALUMINUM x4 SPRUCE SUB FASCIA Ix2 P.T. NAILER VENTILATED SOFFIT 4LTERN,4TE E745C174 2x 5.P.F. 5TUD5 @ 16" O.G. 2x STUD I I G.M.U. I x P.T. STUD #5 VERT. IN FILLED CELL 5/8" x 6" EXPANSION BOLT @ 24" O.G. VERT. OR 5/8"xb" "J" BOLTS I - - - - - - ° 1 ° ° 8 ° I> 2x P.T. PLATE —ASSUMED \ FINISHED GRADE FR,41 E UJALL TO C.M.U. UJALL CONNECTION SEE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. TYPICAL G.M.U. BLOCK WALL 6ALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE 6RADE, EST. GRADE _ ELEVATION O'-0" 8' 1'-4' 8' TOP OF SLAB z TYPICAL INTERIOR BEARING WALL WOUT UPLIFT SEE TYP. WALL SECTION FOR SCALE: 3�4"=1'-0 53 FIN15N TEXTURE BRE,4< I-E ADDITIONAL 5LA13 INFORMATION. SEE TYP. WALL 5ECTION FOR SCALE: N.T.5. 53 ADDITIONAL INFORMATION. EXPANSION JOINT FORMED U9N6 1/2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR v RIES THICKEN SLAB EDGE BETWEEN vARIE 5.6.0. (U.N.O.) 3/4" RECESS FOR 6 x 6 WI A x WI.4 DOOR FRAMES AS 5HOWN SEE A/53 FOR 5.6.D. (U.N.O.) WWF OR FIBERMESH FIN15HED CONCRETE LANAI TO REINF. INFO. �r RECEIVE BROOM FINISH U.N.O. _ — - — — ° 4— Lj �. 4 N Z / ° C a •— \ ' SEE A/53 FOR REINF. INFO. 4 I; '\ �� 1�-4 8 II (1) #5 GONT. I" -4' (1-STORY) SEE A/53 OR J/5C FOR REINF. INFO. OFT 1©N #I 4' 8' 1'-&" (2-STORY) SII SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. OPT I ON #2 &L745 STEP 4 RECEJcJ 5,G ID 1„1 SEE TYP. THICKENED SLAB EDGE DETAIL ON SHEET 53 FOR OUTER EDGE OF LANAI SCALE: 3/4"= I'-O" S3 SCALE: 3/4"=1'-O" ►' (1) ROW 2x BLOCKING 0 MID NOTE: HGT. FOR WALL HGT. 58'-6'. SEE SECTION C/53 FOR l2J ROWS 2x BLOCKING • 3rd ADDITIONAL INFORMATION PT5 FOR WALL HGT. > 8'-ro I/2' GYP. WB (MIN.) IVGARAGE USP 5PT22 CONNECTOR 511DE IF APPLICABLE. 2x P.T. PLATE 5/8'm EXPANSION BOLT -w 24' O/C W/ 5' EMBEDMENT (MIN. SHEAR SPACE ANCHOR BOLTS 3500" MIN. TENSION 2600") 6' MAX FROM END OF 6 x 6 WI.4 x WIA 2' x PLATE WWF OR FIBERMESH nD (2) 05 CONT. ON 3' CHAIRS (TYP.) TYPICAL INTERIOR BEARING UJALL UJ/ UPLIFT SCALE: 3/4"=1'-0" GJ3 bX6HIAxH1.4 WWF OR FIBERMESH —.a—° 6RADE \� / / / 4" S' (1) #5 CONT. MIN. T'T'P I C74L TI 4I CKENED &L,48 EDGE L SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. MA50NRY WALL AND PAD FOOTIN6 MASONRY WALL AND PAD FOOTIN6 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD GONT. FOOTING' STEELI y MAT REINFORGIN6. I �z - m_ UJ W Z dU —1 • \ /\/\/\ U1 Z ?\/\ BEYOND \/\\//\\// � U PAD REINFORCEMENT MIN. CLEARANCE ( SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE if74T10 COLU1"�N ETA. DET,41L N SEE TYP. WALL SECTION FOR SCALE: N.T.5. �3 ADDITIONAL INFORMATION. FIRE RESISTANT 055 1/16' (FOR SHINGLE) OR 5/8' (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL 2X4 LEDGER • 48' 1/16' O.S.B. (FOR SHINGLE) OR 5/6' O/C MAX. 055 (FOR TILE) SHEATHING U.N.O. VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES) TO TRU55 WE55 W/(2) Sd (TYP.) 2X4 BLOCKING • 46' O.G. MAX. W/ (2) 16d TOE NAILS • EACH END 4 GLUED TO ROOF PRE ENGINEERED SHEATHING ROOF TRUSS • 24" 2' CLG. RUNNER O.C. MAX. FIRE CAULK (2) LAYERS I' DEN5GLA55 BREAKAWAY CLIPS AS PER 5HAFTLINER INSERTED BETWEEN 2' GEORGIA-PACIFIC SPECIFICATIONS tv FLOOR 6 CLG. RUNNERS W/ 2' EACH SIDE OF EVERY OTHER STEEL 'H' STEEL H STUDS BETWEEN STUD (48' OC MAX) d IOFT OC ADJACENT PAIRS OF GYP. VERTICALLY 11 PANELS. 2" FLOOR RUNNER W/ 3/16' DIA. x I 3/4' TAPCON5 • 16, O.C. /(1) LAYER 1/2' HIGH STRENGTH OR 5/5' GYP, WB. W/ 1-3/8' DRYWALL NAILS OR DRYWALL SCREWS 1' O.C. CEILING, 8' O.G. WALLS d 4' O.G. EDGES - 2 x 4 5YPn A2' LONG SCAB m EACH RBC CLIP W/ 10d *1 3' O.G. -SIMPSON RBC • 36' O.C. W/ 6-IOdxl 1/2' NAILS INTO TRUSS BOTTOM CHORD/5CA5 d (3) 1/4'x2 3/4" TITEN SCREWS INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) 1-8'x8'XI6' CONC. KNOCKOUT BLK. W/105 ROD CONT, FILLED W/ GROUT (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) REFER TO A/53 FOR INFORMATION NOT SHOWN. I/2' x 6' WIDE DENSARMOR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS • EA. SIDE OF STEEL 'H' STUD (ONLY REQUIRES IF ATTIC AREA 15 ACCE551BLEJ STD, 9O" HOOK (SEE DETAIL) (1) 05 VERT. IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) NOTES: I) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WHI 495-0143 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 4'x4' INSPECTION PORT AT 6x6 WI.4xWl.4 EACH FILLED CELL TYPICAL WWF j - C G p / / (2) 05 CONT."\//\///\ 5TD. 9O° HOOK 8" 16" 8' (SEE DETAIL) A I t I°I Tf- l l A I I t',\I—T A l l A�r /'^SASA^k I I I I A I I SCALE: 3/4'=1'-O' 8'x8'x16' CONC. KNOCK OUT BLOCK W/ (1) 05 ROD CONT. IN FILLED SOLID GROUT OL 9'-4' A.F.F. 8'CONC, BLK TYPE 'S' MORTAR (1) 05 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL A ° ASSUMED FINISH GRADE ° V t�\//\\ \\ \\/\Sxl6 CONT. FOOTING W/ (2) 05 CONT. ON 3' CHAIR \\/�\ \1 4' \ 1' -4' DOUBLE 0-1U WALL SECTION C SCALE: 3/4' = I'-O' P.T. 2x 2X4 BLOCKING to 48' O.C. MAX. W/ (2) 16d TOE NAILS • EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER • 48' O/C MAX. — VERTICALLLY NAILED TO TRUSS WEBS W/(2) 8d (TYP.) PRE ENGINEERED ROOF TRUSS • 24'� O.C. MAX. 1/2' x 6' WIDE DENSARMOR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS m EA. SIDE OF STEEL 'H' STUD (ONLY REQUIRES IF ATTIC AREA IS ACCESSIBLE.) 2 x 4 5YP"2 x12' LONG SCAB • EACH RBG CLIP W/ 10d • 3' O.C. SIMPSON RBC 10 36' O.G. W/ 6-10dxl- 1/2' NAILS INTO TRUSS BOTTOM CHORD /SCAB d (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. 2' FLOOR RUNNER W/ 3/16' DIA. — x 1 3/4' TAPCONS • 16' O.C. STD. 90' HOOK (SEE DETAIL) 8'x8'XI(o' GONG. KNOCKOUT BLK. W/ 1 05 ROD CONT. FILLED W/ GROUT (2) LAYERS I' DENSGLASS 5HAFTLINER INSERTED BETWEEN 2' FLOOR d CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) IOd TOE NAILS a EACH END 15 LB ROOFING FELT (SHINGLES) FIRE CAULK 1/16' O.S.B. (FOR SHINGLE) OR 5/8' 055 (FOR TILE) 5HEATHINc 2' CLG. UN.O, RUNNER FIRE RESISTANT 055 1/16' (FOF SHINGLE) OR 5/8' (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WNI 495-0143 2) MA50NRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 6x6 WI.4xWl.4 WWF MIN. GAP (ONLY REQUIRES IF ATTIC REA I NOT G/7LPS5 E) BREAKAWAY CPER �ORGIA-PACIFIC SPECIFICATIONS • EACH SIDE OF EVERY OTHER STEEL 'H' STUD (46' OC MAX) a IOFT OC VERTICALLY PRE ENGINEERED ROOF TRU55 PERPENDICULAR TO WALL • 24' D.G. MAX. -2X4 BLOCKING W/ (2) 10d TOE NAILS 9 EACH END (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' O.C.CEILING, 8' O.G. WALL5 4 4' O.G. EDGES -MOISTURE BARRIER USP HTA20 9 END OF TRU55 W/ 10-IOCI x 1 1/2' NAIL5 INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'S PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) (1) 15 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL -- —— . -- (2) 05 CONT. \ /\\//\\/ /\ '� STD. SOO HOOK 8' (SEE DETAIL) ALT. FIRE LUALL DETAIL AT COMMON SON WALL r� Q 3 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB —GONT. BEAD SEAL/ INTERIOR 1/2" CONCRETE NAILS W 1 1/41' EMBEDMENT @ 12" O.G. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB I Cq b MIL VAPOR BARRIER SCALE: 3/4' = I'-O' v 6 _2X 5TUD5 ® 24" O.G. U.N.O. �6ARACE 112 6YP5UM WALLBOARD U.N.O. W/ DRYWALL 5GREW5 @ 8"O.G. ~-5EE TH15 SHEET FOR INSULATION CHART GONT. BEAD SEALANT z - =v 6X6WIAxHIA WWF OR FIBERMESH 4— a------m 4" 4' INTEfi�'IOR UJ7dTLL SLAB �TEi= NON-Bi�C�_ SEE TYP. WALL_ SECTION FOR ADDITIONAL SLAB INFORMATION. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com i o }Ln ODD 'ci v In > z�iss a 0o %D mN J ZU- L 00 3 LuF� W z J�o F— W uj V) 0 Q 0 Z F— TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING rM SUPPLEMENT). SECTION R3o1roRT2DAVN.3SEC.GUST.EXPOSLIRE "C" ENCLOSW [INTERNAL PRESSURE COEFFICIENT-±0.181 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, 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FSC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. F HEAT I FOR TILE VERSION NO.3.00 / 07.28.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #bb�=" 1•t i NC� ••. '����•.��CENS�.To •2 .ti. . • 2 ' • 5 ATE O • 4/ • T Fr p. . 7•+,••too# i� LE: lli I SECTIONS, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S3 0 1 O L0 61/16/fO ....31111_L 1111 ! u6mm ��VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FIN15H TYPICAL G.M.U. WALL 5TANDARD 3" DIA. TEE 3/4" FURRING 5TRIP5 THREADED 3" DIA. EXTEN51ON 1/2" 6YP5UM BOARD SCREW OFF GAP (3" DIA.) W/ DRYWALL 5GREW5 FOR GLEAN -OUT D 8" O.G. 4d MIN. EXTEN51ON FROM EXTERIOR N DRYWALL NAILS FACE OF BLOCK HALL 15 1 1/2" MAXIMUM EXTEN51ON FROM EXTERIOR FACE OF BLOCK HALL 15 2 1/4" TO DRAIN WALL CLEAN —OUT ,4 56ALE: N.T.5. 5� REFER TO 50H... PAGE5 FOR IN5TALLATION INFORMATION BY MANUFAGTURER. T''FICAL 5E:CTION THRU WIND0W 54 e iMINE Mum r ii7-- Him MEMIN ---- �Lm �! _01 MAINE 1111M 101MIMMIEN m VERTICAL WALL REINF. DETAIL SCALE : NTS 5LOCK COURSING CORNER INTE:R5E:CTION SCALE: 3/4"=1'-0" 1 5/8' g' 1 5/8' g' 1 5/8' 8' ❑ SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR SAW GUT TO 10 1/2' ❑ SAW GUT TO 10 1/2' WALL ❑ ❑ xr DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ 11:71 WALL ❑ ❑ ❑ --o---------FLI --- o_-- 16T COARSE 2ND COARSE 3RD COARSE MASON 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. 1" FASONR'' LA"''OUT D SCALE: N.T.S. 5� 50LID AREAS ARE STEEL AND GROUT FULL Sx&xl6 BLOCK DOOR OPENING—C PARTY WALL # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK UNIT FILLED SOLID W/ GROUT ❑ ❑ ❑ ❑ El UNIT ❑ 15t COURSE SCALE; 3/4"=1'-011 ❑ ARTY WALL CAL REBAR FROM ;.0. BLOCK LID W/ GROUT # 5 VERTICAL REBAR FROM 1/2 BLOCK FND. TO K.O. BLOCK FILLED SOLID W/ GROUT ❑❑, a❑ 1/2 BLOCK ❑ 2rd COUR5E E2 SCALE: 3/4"=1'-0" 5LOC,< COURSING DETAILS 4 WALL INTERSECTIONS KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ C I) "5 FOR CONCRETE PLACEMENT - rim, -- • - - • •- • � •' �1911 IIII� ■III II!■■ ■ III NINE �Ilil III �illll Ilil� ■�I�i� IiI�■ 1lil 1��1� NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4' INSPECTION PORT 0 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN f-LAGED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, ® OPENINGS LESS THAN OR EQUAL TO 6'-O' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. T1'FfC,4L FILLED LINTEL 455EM5L T' SCALE: N.T.S. '5.4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 6 EACH END 1 u 3 5/43' 25 GA. MSG STEEL TRACK RUNNER 3 5/8' STEEL STUD 6 24' O.G. MAX W/ (2) NO. 8 x 5/8' WAFER HEAD SELF DRILLING -STOP 4 BOTTOM 3 5/S' 25 GA. MSG STEEL TRACK RUNNER W/ HILTI X-CF NAILS OR EQUAL 6 12' O,C. 6X6 WIAXWIA WWF OR FIBERME5H —q_.� .� — —8 a TiFICAL INTERIOR NON — BEARING METAL FRAME FALL N SCALE: N.T.S.��4 SCALE: 3/4"=11 _0" TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS EACH END U z OL 2x TOP PLATE `n 2-16d NAILS 9 24' O.G. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD ID 24' O.C. MAX. PROVIDE HILTI X-CF NAILS 2x P.T. PLATE OR EQUAL g 12' O.C. STAGGERED FROM BOT. SEE A/,' FOR REINF. INFO. PLATE TO CONCRETE TYFICAL INTERIOR NON- BEARINGI: WOOD FRAME WALL SCALE: N.T.S. 54 HEADER SUPPORT NO. OF JACKS 4 STUDS REQ, AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4- (1) (2) (1) (2) 4'-9' (2) (3) (2) (2) 9'-16' (3) (3) (2) (3) 2X CRIPPLES a 1(o' O.C, W/ USP 5PT24 TYP, TOP AND BOTTOM WHEN STUD LENGHT— 15 LESS THAN 12' USE L5TA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO HEADER EACH SIDE W/ II - 10d NAILS 10d NAILS ip O/C TYP. DOUBLE 2'x4' CRIPPLE STUD) TYPICAL (UN.O.) 3rd COURSE E:3 SCALE: 3/4"=P-�" DOUBLE 2x TOP PLATE PARTY WALL � ❑ # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK FILLED SOLID W/ GROUT ❑❑ 1/2 BLOCK 4th COURSE rE.4 5GALE. 3/4"=1'-0" J INDICATES CELL TO BE FILLED SOLID W/ GROUT (NO #5 REQUIRED) (U.N.O. ON PLAN) 2x CRIPPLES a1 16' O.G. 2x BLOCKING e EACH END W/ 10d v 4' O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d 8' O.C. TO EACH HEADER FACE 2 x ro (M INJ FRAME WALL I4E ,4DER DETAIL 1 SCALE: N.T.S. USP SP 6PT4 5PT24 2x4 STUDS 6 24' O.G. -0, /8'xIO' "J' BOLT fit 24' O.G. MAX. MIN, (2) PER BOTTOM PLATE SECTION 2X4 P.T. PLATE SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED a 12' O/C EACH FACE OR 3-ROW5 12d NAILS STAGGERED to 12' O/C FOR 2'xlO' OR GREATER HEADER WALL HEADER DETAIL p SCALE: N.T.S. DOUBLE 2 X 12 02 SYP HEADER W/ 1/2' FLITCH PLATE (UN.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 12d a 16' O/C UNLESS NOTED OTHERWISE 2'x4' STUDS TYP SEE PLAN FOR REQUIRED CONNECTIONS P.T. BOT. PLATE 5PT4 U5P 5PT \K \ TRANSOM FRAMING \\, . SEE SECTION AA/51 AND x\ \ B15/51 FOR ADDITIONAL \I\- DETAILS \\ LINTEL I/ - 4 4 .4 C O G . A G D PART WALL TOP SPLICE �• 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) TgNccc � \ PLATE LENGTHS MUST BE BOTTOM SPLICE-/ AT LEAST 8'-0" LONG. TYPICAL OVER STUD TOF FL,4TE SFLICE DET,4 SCALE: N_T.5. F= 2240 LBS USP USP 5PT4 5PT24 \\�\ AILED \\� \ INTO \\ \ TRANSOM TRANSOM FRAMING FRAMING FRAMING SEE SECTION AA/SI \ AND 55/51 FOR \\\ ADDITIONAL DETAILS �u RECESS LINTEL a a 4.. r U5P SPT24 NAILED INTO TRANSOM FRAMING u5P - SPT22 USP SPT4 Od @ 8" O/C C SP 5PT22 SPT4 USP SPT4 M 5.4 u ❑ 1/2 BLOCK CONTINUE BLOCK PATTERN ❑@ FILLED CELL STAGGER ALL VERTICAL JOINTS 5 t h COURSE: E5 5GALE: 3/4"=1'-0" SPT4 2X4 TOP PLATE OVERLAPPING -10d NAILS ,m (o' STAGGERED t ANCHOR BOLTS a 24' O.C. MAX �I����hP7►1s - - • 2X8 P,T. BOTTOM PLATE 5/6'xl0' 'J' BOLT is 24' O.C, MAX, (MIN. (2) PER BOTTOM PLATE) SPT4 ,-10d NAILS a 4' A STAGGERED -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS 9 4' O/C BOUNDARIES 6' O/C EDGES 4 8' 0/C FIELD MASONRY - USP WALL BELOW SPT4 2X8 P.T. BOTTOM PLATE 5/6'XIO' 'J' BOLTS is 24' O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2) ROOF TRU56 ABOVE /- 2x4 BLOCKING "�(2) 1(od TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK WIN) 05 CONT. 4 FILLED ANCHOR BOLT MASONRY WALL C 10d NAILS a 6' O.G. STAGGERED TRAN50M FRAMING 0 o BEYOND. PLYWOOD o SHEATHING PLYWOOD SHEATHING ANCHOR 5OLT5 m 24' O.C. MAX. 4—(MIN. (2) PER BOTTOM PLATE) FRAMING DETAIL5 ABOVE ENTRY SCALE: N.T.S. 5,4 r DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com Ln w 0 5? Z �J%W a0°N 0 WJ ap M zH Lu E W W _j z o co Cn W W 0 0 Z GO TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 200/ FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT(, SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE ENCLOSED [INTERNAL PRESSURE COEFFICIENT = ±0.181 WIND LONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS ARER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAIITHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07 28.10 3.00 ADD ALT. R SHEATHIN FOR TILE F VERSION NO.3.00 / 07.28.10 CA 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 ••♦�J�EI II���AL: • • r * r �1 11011 am O�; : �• �''•••.;;,; TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S4 I L J SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 2x4 'IT" BLOCKING SCHEDULE FOR HE THING D IL 2'x4' OUTLOOKER SEE STRUCTURAL NOTES BACKNAIL W/ l2) 16d NAILS BACKNAIL W/ l2) 16d NAILS SEE STRUCTURAL NOTES 2x4 BLOCKING 24' O.C. TOP CORD AND NAILING SCHEDULE USP RTI6 OR EQUAL g " FOR SHEATHING DETAIL 2x4 AND NAILING SCHEDULE 2x4 OUTLOOKER 24° BAGKNAIL W/ 2x4 OUTLOOKER 48" O.G. 16d NAIL REFER TO SECTION IA BLOCKING FOR EA. OUTLOOKER 0 TLOOKER FOR SHEATHING DETAIL O.C. (OPTIONAL -SEE SEE STRUCTURAL (2) 16d NAILS �' 24' O/C , L BRACE / ON SHEET $5.1 FOR FIRST FOUR 24' O.C. ELEVATIONS) NOTES AND NAILING TOP CORD ATTACHED W/ i X-BRACING, AND TOP ROWS OF 45' t 24' MAX. TOP CORD 45't ,'� 2X4 CONT"L' BRACE TOP USP RTI6 OR EQUAL SCHEDULE FOR SHEATHING DETAIL USP RTI6 OR BLOCKING FOR FIRST FOUR ROWS 10d NAILS a 4" USP HGAMIO W/ (4 � CHORD BLOCKING INFORMATION TRUSSES m USP RTI6 OR �' BLOCKING FOR I FASTENED W/ (2) 10d CORD BLOCKING FOR FIRST FOUR ROWS 24'MAX EA. OUTLOOKER EQUAL 9 EA, OF TRUSSES 9 D.G. TYPICAL 3/16'xl-3/4' WEDGE � BOLTS 4 (4) 505 �i / WOOD TRUSSES EDGES OF 2x4 GROSS BRACE SHEATHING APPROX. 8 FROM I EQUAL 10 EA. OUTLOOKER FIRST FOUR ROWS OF I � � 3 m 24 O/C, CMID HEIGHT OF TRUSSES � EDGES , 2'x4 CROSS BRACE OUTLOOKER APPROX. 8 FROM 4' MAX.EDGES OF SHEATHING TYP. GABLE: TRUSS WEB I/4' x I I/2' SCREWS i � � TYPICAL RIDGE FASTENED AT I 'L' BRACE TO EXTEND TRUSSES EDGES I OF SHEATHING TYP. 2X4 KICKER 2x8 SYP"2 °L' BRACE TO • of SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GRO56 BRACE APPROX. RIDGE FASTENED At 'L' BRACE TO EXTEND „ II DOUBLE L BRACING DETAIL 5 2x4 RAT RUN BRACING SCALE: N.T.S. 55 EACH JOINT W/ (2) 10d I AT LEAST 90% OF WEB 4 (2)10d TOE NAILS a 8'-0' O/C. EXTEND m LEAST 90% USP 8 FROM RIDGE FASTENED AT EACH JOINT W/ (2) ; I AT LEAST 90% OF WEB � \ AT 24' O.C. ON TOP OF EA, END ' ' LENGTH )SEE TABLE) 2x4 CROSS BRACE I APPROX, 8" FROM OF WEB LENGTH 4 NOTCH 6 BOTTOM ; SPT4 EA. EACH JOINT W/ (2) 10d 4 (2) 10d 4 (2) 10d TOE I NAILS 6 EA. END LENGTH (SEE TABLE) '- BOTT. CHORD FOR 4 -' 2x4 'T' BLOCKING TRUSS VERT. WEB I 2x6 P.T. GABLE TRUSS I RIDGE FASTENED AT I I CHORD (SEE TABLE) SCUD 10d TOE NAILS EA. END 2x4 PANEL BLOCKING I ABLE TRUSS 1/2' CDX PLYWOOD OR 2x4 BLOCKING TRUSS SPANS ATTACHED W/ 2 - 16d SILL MAX,1/2 SPACED �+ 48' O/C4 , CDX PLYWOOD OR I EACH JOINT W/ l2) USP R73A WITH 8-8d 2X6 FRAMED WALL - SEE w 48' O/C FOR THE I 1/16' OSB SHEATHING oT 45' O.C. AT EA. TRUSS JOINT I I I 1/16 OSB SHEATHING 10d 4 (2)10d TOE - .� FROM LEDGER TP WALL SECTION FOR SPACING FIRST l4) ROWS OF ATTACHED W/ 10d NAILS "L." BRACE I I & d NAIL 2x4 PANEL BLOCKING 48' O.C. FOR THE FIRST ATTACHED W/ 10d NAILS a EA. END BLOCKING � � 1/2 CDX PLYWOOD OR 1/16 ( TRUSSES FROM EA. 6 6' O.G. EDGES AND 12' ATTACHED W/ I 2x4 BLOCKING � 24' 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I NAILS 6' O.G. EDGES GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I END TYP, TOP 4 O.C. FIELD 10d NAILS 6 4' \ 1/2 HIGH STRENGTH OR O/C W/ 2 - 16d CORD ATTACHED W/ l2) 16-d TOENAILS AND 12' O.G. FIELD 2'x4' PANEL BLOCKING 9 48' O.G. FOR THE FIRST I I/2' CDX PLYWOOD OR W/ 10d NAILS 51 6' O.C. EDGES BOTTOM ATTACHED I (2) 16d NAILS O.C. TYPICAL 5/8, GYP. WB W/ 1 3/8" TOENAILS a EA, END 10dX3' g 3' 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING -- _= AND 12' O.C. FIELD W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL GABLE TRUSS WE - DRYWALL NAILS OR MASONRY WALL THROUGH CHORD BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d l2) 16d NAILS BLOCKING, FASTEN WITH , II DRYWALL SCREWS 1' 2x4 'T ON TOP OF PANEL BLOCKING, INTO 2'x6' P.T. PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS a 6' O.C. EDGES 2x4 PANEL BLOCKING 9 48 2x4 BLOCKING 10dx3' 6 4' O/C SINGLE L BRACING DETAIL O/C CEILING 4 8' O/C ARCHITECTURAL FINISH FASTEN WITH 10dx3' s1 4' 0/0 WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST l4) ROWS 5/8" OR I/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad COOLER NAILS SP HGAIO 36 WALLS SCALE: N.T.S. 55 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED INSTALLED PER MANUFJ. 2'x6' P.T. SILL NOTCH 'L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T' ON TOP OF PANEL OR 1 1/4' LONG DRYWALL SCREWS O.C. DIAPHRAGM BLOCKING g WITH Sd COOLER NAILS OR I I/4' LONG DRYWALL SCREWS MOISTURE BARRIER , , , 5/8 x 10 J BOLT 1P 48 O.C. WEEP SCREED TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH COMPLYING WITH ASTM C1002 FOR FIRST DBL, TOP STUD WALL EXT. WALL CONN. � COMPLYING WITH ASTM 01002 FOR FIRST 8'-0' FROM END WALL USP HTA20 OR EQ. 9 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 10dx3' 9 4' O/C 8'-0" FROM END WALL sT 4' O/C TYPICAL PLATE (SEE TYP. SEC.) 48' O/C NON — LOAD BEARING LOCATION 4' O/C TYPICAL USP HTA20 is EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP tv 4'-0' MOISTURE BARRIER 5/8 OR 1/2 CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SPt24 EACH STUD GABLE TRUSS D TYP. WALL SECTION FOR SCALE: 3/4' 1'-0'ADDITIONAL 5/8'x 10' 'J' BOLT fit 32' O.C. MINIMUM 6' FROM VERT. WEB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT - _ _ = TRUSS VERTICAL PLATE SPLICES W/ 3/16'x2') PLATE WASHER 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' APCON5, WITH 8d COOLER NAILS OR 1 1/4' TRUSS) IONSEE 5EC-� �.4(2) INFORMATION. 5 E C T` O N NOTE: IF EMBEDDED (�>�E r(2 LONG DRYWALL SCREWS COMPLYING WITH ASTM CI002 �E C-r I ON SCALE. N.T.S. CJ� 2`x8' 'L' BRAC FASTENED WITH l3) 1 STRAP MISSED VERTICAL FOR FIRST 8 FROM END WALL 3 WEBt USE SIMPSON N.T.5. rjrj -0 m 4' 0/0 TYPICAL 16d PER SIDE CJ5 SCALE: N.T.S. MSTAM36 ON OUTSIDE SCALE. SCALE. N.T.5. CJ� 5CI550R G,45LE 'IT' BRACE AS PER NIB 91 SCALE: N,T.S. S5 8d 6'O/C 2 x 4 BLOCKING W/(2) 10d T 20'-0' MAX 20'-0' MAX 'X' BRACE SEE DET. J/55 TINUOUS BOTTOM CORD BRACING 2'X4' MIN. WOOD TRUSSES OE NA IL =M �; 24' O/C (TYP) " f:'ROF'ER INSTALLATION 41t#� UNACCEPTABLE INSTALLTION �♦ n MAX. B' �, DO NOT DO TI415YA ,♦ I� 2212 � iA iA " I• I BRACING W/(3) 10d x 3" • G EACH CONN. 0 24' O/C (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS USP NGAMIO W/(4)-3/16'x1-3/4' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 306 COMMON WIRE WEDGE BOLTS 4 l4) SDS I/4' MOISTURE BARRIER G (D = 0.148', L = 3') OR EQUAL (D = 0201', L -- 4 1/2') OR EQUAL NAILS (D = 0.201', L = 4 1/2') OR x I SCREWS BOND BEAM NOTES: EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL MASONRY WALL SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 6j 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (o) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION c °r k dOL ♦, NOTE: FIRST 2 COURSES I I) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING a+ 16d COMMON NAILS. LONE INTO EACH OUTSIDE FACE EXT. WALL CONK. � NON —LOAD THAT MY BE REQUIRED 4'-0' O.G. MAX, FOR FILLED CELL PER FOUNDATION PLAN 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLGJ BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. FILLED CELL_ INSTALLATION TYPICAL NAILING SCHEDULES FOR BUILT—UP REQUIRED MINIMUM PERMANENT TRU55 BRACING PLAN COLUMNS 8 SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: N.T.S. �— SCALE: N.T.S. ADDITIONAL INFORMATION, 55 AS PER SCSI 1-03 SCALE: AV 2'x4' OUTLOOKER Q 24' SCISSOR TRUSS O.G. Wl (2) 10d PER JOINT MINIMUM 2'x4' USP HTW20 GROSS BRACING (SEE PLAN FOR LOCATIONS) 10dx3' O/C/;x4"J TOENAIL-)I1 6' O/C RUNNER (2) 16d PER W/ (2) 16d TYPICAL JOINT NAILS I 12" MAX. I IIL" BRACING RE0UI1REI„1ENTS STUD SPACING NO 'L' BRACE (1) 2"x4' (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0° 3'-0' - 6'-0' 6'-0' 4 GREATER SCISSOR GABLE - (U 2"x(5" #2 S.P.F. Q EACH VERTICAL AND (2) 2'xa" FULL HEIGHT 0 DIAFHR,4GM BLOCKING 12 PRE-ENGINEERED OVERLAP TRUSS BRACING 6.9 MAX. WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP 2X4 BRACING 6 45' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d 9 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MINIMUM (2) 16d PER JOINT MINIMUM 2'x4' 7RUS5 BRACING CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. ALTERNATE NON -DROP NOTE: GABLE END DETAIL 1) 'L' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, 5GI55OR TRU55 BRACING OVERLAF DETAIL M GABLE WHICH REOUIRE5 BRACE TO EXTEND FULL HEIGHT OF GABLE. SCALE: N.T.S. CJ� CR055 BRAG ING DE:TA I L J SCALE: N.T,S, 2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 106x3' NAILS a 4" O/C. COSMETIC DROP CEILING FRAMING SCALE: N.T.S. 55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 4 S5 55 'L' BRACE W/ 10d m 4'O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAx. 6.9 MAX. SEE SCHEDULEC E W1 d' FORS�Z£ 5 5 gg AND LOCATION) 55 ---GABLE TRUSS 6 6 55 S5 FILL SOLID BOTH CELLS 5 REBAR STD. 90 D I MA 5• NOTCH WEB AT THE �, 5 REBAR (TYP�� TYP,) **I ,,� �, STD. 90• HOOK (TYP.) CA NOOK (TYP.) �, z w a I II %*Ilk =2 • NOTCH im FIRST COURSE i 3 55 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 TUDS � 16' O.G. f ly—I�-1�7I--�I— �� �,— 1r-��---1�-1 DBL. TOP PLATE J FL I F T CONNECTIONS — CON7. BEARING ONT. BEARING USP HGAIO (TYP.) STUDS s 16' O.C. USP 5PT24 M UJOOD FRAMED G,46LE END BRACING DETAIL G746LE END BRACING DETAIL GABLE END BRACING DETAa EACH STUD IL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPEGIFICATION SCALE: 3/4'-l�-m� NOTES FOR WIND SPEED SPECIFICATION END JACK II'-0' MAX. A4 W C. C� �GORNER � JACK U (L q 1 -7� ul O U DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineenng.com � o o U) w ONE r-I j o+ � Z � amtD q M I a f r 1 N Z �0u- r uS E W �3~ z o �o W Lu V) Z H V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPN, 3 SEC. GUST. EXPOSURE "C' EN 403ED (INTERNAL PRESSURE COEFFICIENT = !0.181 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. (9)2010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010-THESE DRAWINGS AND DESC44 ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 ADD ALT. ROOF FOR TILE F VERSION NO.3.00 / 07.28.10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, %ri tr 1 ,► • 2 p STATE O • �� '1f'"°S1gti TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S5 I co LO O Co LO cfltc,lt,�� 2x FURRING ® 16' O/C (AS REQ'D.) Ix4 P.T. BASE NAILER (AS REQ'D.) 31/4, BASE BOARD (AS REQ'D.) - 6x6 W1.441.4 W1J F OR FIBERME5H MIN, 2500 PSI GONG SLAB \ (U 15 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) ARCHITECTURAL FINISH (EXT. ONLY) 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL 14� NOTE: 1) MASONRY WALL PROVIDES 2-HR PROTECTION PER UL-U905 (AS REQ'D.) 2X4 BLOCKING a 48' O.C. MAX. W/ (2) 16d STD 900HOOK TOE NAILS a EACH END 4 GLUED TO (SEE DETAIL ON 5HT. 53) ROOF SHEATHING 3 1/2' MIN. 2X4 LEDGER a 45' O/C MAXo —i--T= VERTICALLLY NAILED TO 3'1/2' MIN. \�\ ° ° a TRUSS WEBS W/(2) Sd (TYP.) TYP. . . . • 4o \ \ SEE lA/53 FOR ONE STORY 4 �� / / /� \ G/S6 FOR TWO STORY REINF. INFO /\�/\ /\ / \/\ \\/ 6 MIL VAPOR PRE ENGINEERED ���' oN�\To�l -` \ BARRIER CLEAN POISONED AND COMP. g" 2'-0" (TWO STORY) 8" SOIL.(95% MODIFIED PROCTOR PER ASTM D1551) 24SOUR M,45. F1REWALL W1 STEF SECTION SCALE: 3/4"=1'-0° (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <_ 4:12. PRE ENGINEERED WE) TRU55 a 24' O.C. MAX. 12 SHINGLE ROOF 15 LB ROOFING FELT (SHINGLES) HURRICANE ANCHOR a EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS TO OUTSIDE OF WALL. \\ 1/16' 0.5.5, (FOR SHINGLE) OR 5/6' 055 (FOR TILE) FIRE RATED OR 1/2' HIGH STRENGTH OR 5/8' GYP WB W/ 1 3/5' DRYWALL NAILS OR DRYWALL 5CRW5. 1' O/C CEILING 4 8' 0/0 WALL5 I'P.T. NAILER-� MOISTURE BARRIER- 5TD. 90' HOOK (SEE DETAIL) R4.2 MIN. IN5UL.- Ix RT, BASE NAILER (2) 2x8 P.T. LEDGER W/ 1/2' x 8' TITEN HD a 16' O.G. (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON a 6' O/C EDGES AND 12' O.G. FIELD 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL I/2' GYP. W$. OR 3/8' PLYWOOD/TYPE 2-M-W OSB (DRAFTSTOPFING) TO BE NAILED W/ Sd COMMON a 6' O/C TO ONE SIDE OF FLOOR TRU55 FOR AN `r AREA <_I000 SQ. FT 4 SEALED PENATRATION R42 MIN. AREA5 W/ FOAM, INSUL.— DRAFT5TOPPING SHALL TOP CHORD BRIG. \ DIVIDE THE CONCEALED FLOOR SYSTEM SPACE INTO APPROX. EQUAL AREAS. 1/2' HIGH STRENGTH OR 5/5' GYP WB (OR 5/6, GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/5' DRYWALL NAILS OR DRYWALL 5CRW5. 1' O/C CEILING 4 8' O/C WALLS Ix WD FURRING a 24' O.C. BASEBOARD MIN. 2500 PSI CONG. SLAB (MIN 3000 P51 CONIC. SLAB FOR HERNANDO CO. ONLY) 0 ROOF TRUSS a 24' O.C. MAX. 1/2' x 6' WIDE DEN5ARMOR PLUS FIREGUARD G OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS a EA. SIDE OF STEEL 'H' STUD (ONLY REQUIRES IF ATTIC AREA 15 ACCESSIBLE.) 2' FLOOR RUNNER W/ 3/16' DIA, x 13/4' TAPCONS a 16' O.C. 5TD. 90° HOOK - NOTES: (SEE DETAIL) 1) SEPARATION WALL IN THE R-3 MIN. IN5UL. PER - ROOF SYSTEM PROVIDES FBC (2007 ED.) 2-HR5 PROTECTION PER 513-602.1.45C.1.1 GP WHI 495-0143 (1) 05 VERT- IN FILL- 2) MASONRY WALL CELLS (SEE FILL PROVIDES 2-HR5 CELL PLAN FOR PROTECTION PER UL-US05 LOCATIONS) (1) 15 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) (2) 2x8 P.T. LEDGER W/ 1/2' x 8' TITEN HD a 16' O.C. (2 ROWS) , z REG. PER ROOF PLAN SEE ROOF 3/4' PLYWOOD DECKING GLUED AND 71, p_ NAILING SCHED. ON SHT. 5N1 NAILED W/ Sd COMMON a 6' O/C 4 FIRE CAULK `2' CLG. 1 RUNNER EDGES AND 12' O.C. FIELD 1/2' GYP. W$, OR 3/6' ALUMINUM PLYWOOD/TYPE 2-M-W DRIP EDGE 055 (DRAFT5TOPPING) ALUMINUM FASCIA TO BE NAILED W/ 8d COMMON a 6' O/C TO ONE 12" UN.O. 2x4 SUB FASCIA 51DE OF FLOOR TRUSS I" P.T. 2' ALUMINUM FOR AN AREA <_I000 50. NAILER VENTILATED SOFFIT FT 4 SEALED 8'x8'X16' CONIC. KNOCKOUT BLK PENATRATION AREAS W/ TOP CHORD W/145 ROD CONT. FILLED Wl CONE. FOAM. DRAFt5TOPPING BRG. FLOOR SHALL DIVIDE THE SYSTEM CONGEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2' HIGH STRENGTH OR 5/6, GYP. lU'S VERT IN FILL CELLS WB. (OR 5/6' GYP. TYPE 'X' a GARAGE W/ (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8' LOCATIONS) DRYWALL NAILS OR DRYWALL 5CRW5. I' O.C. CEILING, 8' O.G. WALLS 4 4' O.C. EDGES Lu TWO STORE F 4RT'' UJA z� 1:(L d) `~ Q LITE �DECORATIVE TEXTUREDFINISH STD, 210' HOOK (SEE DETAIL) - NAILED FLOOR TRUSS TO LEDGER W/ 4-10d TOE NAILS 8'X6'xl6' CONE. KNOCKOUT BLOCK W/ (1) *5 ROD CONT. FILLED SOLID W/ GROUT Ix P.T. BASE NAILER ARCHITECTURAL FINISH (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 4 NOTES) Lu U 0- 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL \ \\ FINISH GRADE 6x6 WI.4xWl,4 WWF OR FIBERMESH \ \ \ /\ 6TD.'30' HOOK (3) 0 5 REBAR ON 3' CHAIR _ (SEE DETAIL) W/3' MIN. CLEARANCE T"'f 2=5TCR�' �JALL 5ECTION SCALE. 3/4'=1'-0' CJ� (2) LAYERS I" DENSGLASS SHAFTLINER INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING a 48° O.C. MAX. W/ (2) 16d TOE NAILS a EACH END 4 GLUED TO ROOF SHEATHING 15 LB ROOFING FELT (SHINGLES) 1/16' O.S.B. (FOR SHINGLE) OR 5/0' OSB (FOR TILE) SHEATHING U.N.O. FIRE RESISTANT 05B 1/16' (FOR SHINGLE) OR 5/5' (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL BREAKAWAY GLIPS AS PER GEORGIA-PACIFIC SPECIFICATIONS a EACH SIDE OF EVERY OTHER STEEL 'H' STUD (48' OC MAX) 4 IOFT OC VERTICALLY (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB, W/ 1-3/5' DRYWALL Ram IN5UL. MIN. NAILS OR DRYWALL SCREWS i' O.C. CEILING, 8' O.C. WALLS 4 4" O.C. S EDGES - 2 x 4 5YP'2 x12' LONG SCAB a EACH RBC CLIP W/ IOd a 3' O.C. -SIMP50N RBC a 3o" O.G. W/ 6-IOdxl 1/2' NAILS INTO TRU55 BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION (TYPICAL ON BOTH FACES OF WALL) -I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's -8'x8'XI6' CONE. KNOCKOUT BLK W/1'5 ROD CONT. FILLED W/ GROUT 4'x4' INSPECTION PORT a EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRU55 TO LEDGER STD. 90' HOOK W/ 4- 10d TOENAILS (TYP.) (SEE DETAIL) 2ND FLR 7-8'x8'xl( CONIC. KNOCKOUT BLOCK W/ (1) 05 ROD CONT. FILLED W/ GROUT TOP CHORD BRG. LOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 513-602.I.ABC.I.I SECTIONt 5 SGALE:N.T.S. �j�p 2X4 BLOCKING a 48" O.C. MAX. W/ (2) 16d TOE NAILS a EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER a 45' 0/0 MAX, VERTICALLLY NAILED TO FIRE CAULK TRUSS WEBS W/(2) Sd (TYP.) PRE ENGINEERED 2" GLG- ROOF TRU55 a 24' RUNNER O.G. MAX. 1/2' x 6' WIDE DEN5ARMOR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS a EA. SIDE OF STEEL 'H' STUD (ONLY REQUIRES IF ATTIC AREA 15 ACCESSIBLE.) 2 x 4 5YF02 x12' LONG SCAB a EACH RBC CLIP W/ 106 6 3' O.C. SIMPSON RBC a 36" O.C. W/ 6-I0dxl 1/2' NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) • I/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2' FLOOR RUNNER W/ 3/16" DIA. x 1 3/4' TAPCONS a 16' O.G. 5TD. 90° HOOK (SEE DETAIL) 8'x8'X16' GONG. KNOCKOUT BLK. W/ 105 ROD CONT. FILLED W/ GROUT R-3 MIN. IN5UL. PER FBC (2001 ED.) 513-602.I.A5 (1) 05 VERT IN FILL GELL5 (SEE - FILL CELL PLAN FOR LOCATIONS) (2) 2x8 P.T. LEDGER W/ 1/2' x 8'TITEN HD a 16' O.G. (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND N NAILED W/ Sd COMMON a 6' O/C `t EDGES AND 12' O.C. FIELD 1/2' GYP. W$. OR 3/8' PLYWOOD/TYPE 2-M-W 055 (DRAFT5TOPPING) TO BE NAILED W/ Sd COMMON a 6' O/G TO ONE 7tt 51DE OF FLOOR TRUSS 1' P.T. FOR AN AREA L10100 50. NAILER FT 4 SEALED PENATRATION AREAS W/ TOP CHORD FOAM. DRAFT5TOPPING BRIG. FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (I) LAYER 112' HIGH STRENGTH OR 5/5' GYP,-1 V WB. (OR 5/8' GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL 5CRWS. 1' O.C. CEILING, 8' O.C. WALLS 4 4' O,C, EDGES PIREWALL DETAIL (2) LAYERS I' DEN5GLA55 SHAFTLINER INSERTED BETWEEN 2' FLOOR 4 CLG, RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) 106 TOE NAILS a EACH END 15 LB ROOFING FELT (SHINGLES) 1/16' O.S.B. (FOR SHINGLE) OR 5/6' /Z OSB (FOR TILE) SHEATHING UN.O. FIRE RESISTANT OSB 1/16' (FOR " MIN. GAP (ONLY SHINGLE) OR 5/8" (FOR TILE) REQUIRES IF IC A A SHEATHING 4' ON EA. 51DE OF 15 NOT ACC SI WALL NOT STAGGERED OVER PARTY WALL BREAKAWAY CLIPS AS PER GEORGIA-PACIFIC SPECIFICATIONS a EACH 51DE OF EVERY OTHER STEEL 'H' STUD (48' OC MAX) 4 IOFT OC VERTICALLY 2X4 BLOCKING W/ (2) IOd TOE NAILS a EACH END PRE ENGINEERED ROOF TRUSS PERPENDICULAR TO WALL a 24' O.G. MAX. R30 IN5UL. MIN. (1) LAYER 1/2' HIGH STRENGTH OR 5/8" GYP. WB. DRYWALL NAILS OR DRYWALL SCREWS. 1' \ O.C.CEILING, 8' O.G. WALLS 4 4' O.C. EDGES `-MOISTURE BARRIER I' P.T. NAILER \--U5F HTA20 a END OF TRUSS W/ 10-I0d x 1 1/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS -0) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WHI 495-0143 2) MA50NRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 4'x4' INSPECTION PORT a EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRU55 TO LEDGER 57D, 90° HOOK W/ 4- IOd TOENAILS (TYP.) (SEE DETAIL) 2ND FLR ,_0'x&'xI&' CONE. KNOCKOUT BLOCK W/ (1) 05 ROD CONT. FILLED W/ GROUT TOP CHORD BRG. FLOOR SYSTEM R-3 MIN, IN5UL. PER FBC (2004 ED.) 5I3-602.I.A5C.1.1 SCALE: N.T.S. (2) LAYERS I' DEN5GLA55 SHAFTLINER INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN FIRE CAULK 2X4 BLOCKING W/ (2) IOd TOE NAILS o EACH END ADJACENT PAIRS OF GYP. PANELS. 2' CLG. 15 LB ROOFING FELT (SHINGLES) RUNNER 3/4' PLYWOOD DECKING PER J/56. 3/4' MIN. GAP (ONLY REQUIRED IF 1/16' O.S$. (FOR SHINGLE) OR 5/8' U5P HTA20 a 46' C/C, W/ 4' EMBEDMENT INTO ATTIC AREA 15 NOT ACCESSIBLE) 055 (FOR TILE) SHEATHING UN.O. 8' CMU WALL K.O. BLOCK 4 10-10d NAILS INTO BLOCKING FIRE RESISTANT OSB 1/16' (FOR "> SHINGLE) OR 5/8' (FOR TILE) /� % SHEATHING 4' ON EA. SIDE OF WALL / \ NOT STAGGERED OVER PARTY WALL 1/2' x 6" WIDE DENSARMOR PLUS FIREGUARD C OR TO GHROCK BREAKAWAY CLIPS AS PER GEORGIA-PACIFIC FIREGUARD C GYPSUM BOARD BATTEN SPECIFICATIONS a EACH SIDE OF EVERY OTHER • STRIPS e EA. SIDE OF STEEL 'H' STUD STEEL 'H' STUD (48' OC MAX) 4 IOFT OG VERTICALLY DBL. K.O. BLOCK PER (ONLY REQUIRES IF ATTIC AREA IS 2X4 BLOCKING W/ (2) IOd TOE NAILS a EACH END DETAIL J/56. ` ` ACCESSIBLE) PRE ENGINEERED ROOF TRU65 L \ \PERPENDICULAR TO WALL a 24' O.G. MAX. 2X4 SYP'2 DIAGONAL (45') SHEAR BLOCKINGS BETWEEN BLOCKING5 W/ (2) IOd TOE P.C, LINTEL NAILS a EA. END. PER PLAN. SSE,4R WALL DET,41L G SCALE.-N.T.S. 5 R30 IN5UL. PRE- ENGINEERED FLOOR TRUSSES a 2' FLOOR RUNNER W/ 3/16' DIA.-- 24' O/C MAX. x 1 3/4' TAPCON5 a 16' C.C. STD. 90° HOOK (SEE DETAIL)- 2X4 5YP02 BLOCKING a 8'x8'Xl6' GONG. KNOCKOUT BLK 48" O/C W/ (2) IOd TOE 1'5 ROD CONT. FILLED W/ GROUT NAILS a EA. END (TYP.) 8 CMU WALL R-3 MIN. INSUL. PER FBG- (2001 ED.) 513-602.I.ABC.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WHI 495-0143 2) MA50NRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 �- 0) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' O,C,CEILING, 8' O.C, WALLS 4 4' O,G, EDGES MOISTURE BARRIER I' P.T. NAILER U5P HTA20 a END OF TRUSS W/ 10-IOCI x 1 112' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE. INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (1)'5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) I=IREUJ,4LL DETAIL li) TRU55 FER'fi END ICULAfR TO WALL E 5CALE:N.T.5. 1/2' GYP WB (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) Lu z ::i TYPE '5' MORTAR (TYP.) N 8' GONG. BLOCK (TYP.) Q Ix P.T. BASE NAILER � 4'x4' INFECTION PORT a 6x6 W1.4xW1,4 WWF EA. FILLED CELL (TYP.) 0 0 in u r P c 0 l4J 05 CONT. STD. 90° HOOK ON 3 CHAIR (SEE DETAIL) 8' 2'-0' 8' 2-STOR'T' E',4RT�'LUALL SECTION G SCALE: N.T.S. rj(p 2X CRIPPLES 6 16" O.C. W/ USP 6PT24 T'r'P. TOP AND BOTTOM WHEN STUD LENGHT IS LESS THAN 12' USE LSTA3(O STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO HEADER EACH SIDE W/ 11 - Imd NAILS Imd NAILS a S" O/C TYP. DOUBLE 2'x4' GRIPPLE STUD--\ TYPICAL (U.N.O.) 1. HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINCxS OPENINCs 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS 51ZE EA END EA END EA END EA END 1'-4' (1) (2) lU (2) 4'-13' 11) 9'-16' (3) SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROW5 12d NAILS STAGGERED a 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED 12" O/G FOR 2 "xIO' OR GREATER HEADER DOUBLE 2 x 12 02 SYP HEADER W/ 1/2" FLITCH PLATE (UN.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 12d a Iro' O/C UNLESS NOTED OTHERWISE f 2'x4' STUDS TYP. P.T. BOT. PLATE ILO R TRUSS 13) (2) l2) L SEE PLAN FOR REQUIRED (3) (2) (3) CONNECTIONS L04D 8E,4RING/EXTERI0R FR4I" IE WALL � 4EADER DET41L 24' MIN. LAP SPLICE 6° 1 1-4' 6' 6' TYP. �— 0 v 0 0 0 0 SPLICE BEYOND SPLICE f=,4i;RT" ELEV. VIEW (2) 2x8 P.T. LEDGER W/ 112' x S' TITEN HD a 16' O.C. (2 ROWS) DBL. KO, BLOCK c 24' MIN I. L(2) 2x8 LEDGER P.T. LEDGER SPLICE ATTACHED TOGETHER W/ 2-ROWS 10d a (o' O/C F,4RT. F'L,4N v I E W LEDGER L>4P 5ELIGE DETAIL SCALE: 3/4' = I'-0' DAN SCO ENGINEERING, LLC P.O. BOX 34M Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com o Ln w 0=) 5_1 Z amm"N N OM Z iJI.fn z E1-4 W W di z o 0 W W V) 0 W Q 0 z Q V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEr, THE STRUCTURAL PLANS AND SPECIFICATIONS W COMPLY WITH 20rLORIDA RESIOCNiIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT], SECTION R301 FOR 120 MPH, 3 SEC. GUST. EXPOSURE "C" ENCLOSW (INTERNAL PRESSURE COEFFICIENT =30.181 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 Or THIS DRAWING ONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010-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 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE RQQF VERSION NO.3.00 / 07,28,10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 7p THUY H. HUYNH, 1 P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P. �►''.J'I•.G AL: ,t' • SF • t'1 �'\ .• ti ti 1 • ' o. 2. 'irz:F Lr � :• :� �'.r(r), w �� ' P•" S rru T TITLE: TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S6 I L0 I d L0 AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE:" = 1'-0" HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA, BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.5.6, 2007 EDITION) HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEj� N " AND GAP TOP \ AND BOTTOM, GLUED / AND NAILED TO 24 / STRINGER SYP or2x12 TREAD —[;Ixookino GLUED AND / NAILED DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND \ 2xl2 SYP DRYWALL STOP TAPCONED INTO FLOOR \ / MUST NOT TOUCH STRINGERS WITH GLUE AT STRINGER \ / 2x4 BLOCK IN KNEEWALL CONTACT POINTS ` t i FOR 2x12 NAILING E i 1 x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW - SCALE: STRINGER MUST MAKE FUG CONTACT WITH LANDING / / I I ALIGN THIS STUD WITH AFACE OF 2ND RISER / 2x SYP CUT TO FIT \ I BEARS IN WALL I I 1 i1 j� III I _ - —2xl2 SYP BEARS IN L J I Zz Ill II I r17- WALL "'-2x6 SYP / \ 2x4 SYP BLFOR STRA OCKING / 2x4 PT NOTCHED INTO STRIN ( IMPSON TAZ15) / / AND NAILED TO FLOOR WITH GLUE, BEHIND RISER / AT STRINGER CONTACT POINTS \ / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECTION VIEW 99 A99 SCALE: 1" = 1'-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x4 CUT ON BEVY DOES NOT BEAR IN WALL i 2x12 SYP BE RS op �— IN WALL I I -0-- 2x6 SYP / 1 / 2x4 PT NOTCHED INTO STRIN( / AND NAILED TO FLOOR WITH / AT STRINGER CONTACT POINTS \ / SECTION VIEW 99D99 SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDE PLYWOOD GLUED & SCREWED TO r PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL B U L L N 0 S E DETAIL - SCALE: 1" = 1'-0" —3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 1 x4 GLUED AND NAILED —TO STRINGER —2x4 DRAFT STOP —2xl2 SYP DRYWALL STOP 1 MUST NOT TOUCH I STRINGERS I SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TRINGER x4 GLUED ND NAILED SECTION D - D SCALE: 1" = 1'-0" / ------ 3/4 PLYWOOD ON DECK —2x12 SYP \ GLUED AND / NAILED TO 2x4 SYF/ 2xFRAMING 2x12 BLOCK( G FOR DRAFT TREAD STRAP STOP GLUED AND NAILE / 112x I i i DRAFT S P 2x4 PT NOTCHED INTO I STRINGER AND \ 2xl2 SYP DRYWALL STOP TAPCONED INTO FLO \ / MUST NOT TOUCH STRINGERS WITH GLUE AT STRINGER \ x4 GLUED AND NAILED TO STRINGER CONTACT POINTS ` ` _ i FOR DRYWALL SPACING B E SECTION VIEW SCALE: " = 1'-0" 2x4 BLOCKING FOR 2%42PT UNDER 202 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 TAPCONS O MAX. 32" O.C. TREAD x4 GLUED AND NAILED TO STRINGER :4 DRAFT OP x12 SYP DRYWALL TOP MUST NOT OUCH STRINGERS G 2x4 BLOCKING FOR 2%42PT UNDER 2x12 NOTE THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. -3/4 PLYWOOD ON DECK —20 2 SYP GLUED ANI NAILED TO 2x4RAMING DRAFT STOP 2x4 BLOCKIN C —I NOTE: 2x12 DRYWALL STOP / \ NOT SHOWN / 2x12 SY SCAB 2x4 GLUED AND NAILED STRINGER (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER I �I 1 � R0VIDE MOISTURE / PROTECTION / ATTACH ALL COMPONENTS / \\ OF STAIR TO CONC. W/ a" X / \ 2 TAPCONS ®MAX. 32" 0. / \ 1x4 GLUED A / \ NAILED TO STRINGER / SECTION VIEW 99C99 SCALE: 1" = 1'-0" _ TOP OF ' STRINGER / \ CONN. TO BO s OF NEWEL P PER CONTRAC � I 1 I s FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON s 7 BELOW ALL NEWEL POST BEVEL GLUED OR 1 4 x 11 8 FROM JOIST TO JOIST. VL AND NAILED USE 2 X 12 BLOCKS, TO LVL GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" Al F SECTION VIEW _ SCALE: = 1'-0" STAR CONSTRUCTON (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED NOTE: HANDRAIL 5HALL BE 42" ABV. END OF TREAD H / PICKET n ir,,,rL LET BLOCK 'IDE KING RYWALL JOINT DRYWALL TO OVER JOISTS) STUD NAILED GLUED TO TOP E X4 CUT INTO RIM AND, LUED AND NAILED TO EARING WALL BELOW RYWALL JOINT DRYWALL TO OVER JOISTS) OFT. P I GKET RA I L I N5 2X12 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR JOIST 2X6CAP Q 1/2" DRYWALL 2 X 4 FRAME HALL O z DALE WALL DETAIL HOOD PICKETS SPACED ® 4" C/O GUARDRAIL5 SHALL BE ADOUATE IN STRENGTH, DURABILITY AND ATTACHED A5 DE5CRIBED IN 5ECTION R312.2, FRG 200-T OFTI ONAL F I GKET DETAIL GUARD AND HANDRAIL NOTES • 1012.3 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2007 R311.5.6.2 . HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com i o u'1 w �t� '0 Z am� aL1�MFV "_L z ao WZ�H zz i o CD m vD V) F— LLJ w V) 0 w Q Z Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENTI. SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COETTICIENT=t0181 WIND ZONE. THIS DRAWING AND DESIGN LS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0201 DTHESE 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 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF VERSION NO.3.00 / 07.28.10 CA 25948 � SAMUEL A. GREENBERG, P.E. #34245 1�1 THUY H. HUYNH, F P.E. #60122 Ej IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P F•,•�ig!l1�9R•♦♦ al 6 12 ,9; _3 4 LL %� •• O 40 OAIAL MET TITLE: TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS STAIR 0 IV I LO I 0 E-- LO r� A. corrittucu lln Dour err%(.,v IarfS,0 Shaftlin-er- Aj.,,l AssotmWj Com p o Heals part"I tic kne:u,"': `' (M ' 4IoftIow i t ;l f-1 I C, luri: "A*11 1' 10 6' 111�1,I mild wide or R ''::IM,' 11A INV ,���d� 'I{1`1'.,I1 @i I�Itlll 11 CI,, ktt7it)r ffts* l tl� l Ini"_ Wbr Panes 1A' 12.7I� ouI. D e s'i,gii O. U 9 5M Bearings Wall Rating - 2 HR.. SIN :1 l R0*we 30 lost I M IM 10,11AL .,.�„„. a'•�� flX9W4ra, • .. �,1t�"�.1M• w�+ +rw.p� .r..�.,pwi, s.... l Al GwYWd.�Yi`Y'wL'Y41: .Wwtl•ullwu.iu,. . 'T► ��"�• •,�� a lN.e.�r ��rww+e'»..uo�,iiwu.�+www• 5M'k „„ �e°'�-" -wwrx .r„ Is ill, Fiol •• W • . •I - yy �kl - ' • �M D 1 . `ry *•�I r " S RI -= rlFl"w 04 • 4•+IAe1, r � °�• �.��'�Fn � w • r .ylIl 1 1 Cocvete Wocks ", - "'fall. dl c n5 LUss&:ar _�-+ � i•il Mortar _. Blocs laic it FAA t1 sail off,." mc1 arr ncl = . 5 in thick, un ilcpt. Ics, th -m n ,: • 1 0 ar -i m' ore thl '-�,L,oT pa -i -6 of c,leim strollto I part F �rtlanad 'ceraap are t Ill -': p: w' - cc L w, ' "1 l alr d nit more t° i r: ,;, p�cT ent. hydrate d �ln r (rev F-tr-al�r : °eF:�h.�lrneI. "Vertical cml �cIoI uts :�t�l � �= � .. Portland Cement Stucco or Gypsum Pla .- "I _I:"t-c . ZWc1d t 02 '�I r .to Class °filpcation.. lee - are �::-nbb1wstllal+ burr a -e ;ramad in wrIIl, p z1: r or tuz)l r°lu: De d :)n tee: face apposite frarranc 0:c, a ch al a max. � 1: s.:rf tatluvo III i 1,4° v 14.0tal ed to conull t .-1 141tem w. � 4 I.cKwl Mas nrV I 111 - If aR corgi filliilled w: �t i'o'c:se dry ► ..x;r a -ic nd 1 ;„ , t-'. r Jl l f ,'ratary Ill ar gill prod n � d ter r�e�d,I lrl v rrnicu to rn�° nirll f� in rl tl E un Iilulll�Gll: 'ni l trlc l°: d p*,�ri,t� �Lu W��N �E' y y p� � I �L e.5 My p. �p !� wry 1 E 1 F foamed ■' !Y'7Es t Ll"TI- E - (Co pY.i on Y lire! ` not s 1 1 c l 1 - 1 II', i. 1 ' f t E � c k E MN Ea IX , 4 �1 c':on •cv: t '-niIacks I LteM ! J (A�)tex C`ialr•pi .• 1'vpt I F nril lSaar�i1, talc UL Ctas sA +catilcin arIll r1 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com G Ln w O�� zCL p�rnLo LLI rqi e _j LO f 0 EL M z Qta� ZEE w W LH z J cr) W uj to Q n Z Q F— cn TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2D09 SUPPLEMENT(, SECTION R301 FOR 120MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT •±0.181 WIND ZONE. THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS ARER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OT DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 •00 ADD ALT. ROOF SHEATHING FOR TILE ROOF VERSION NO.3.00 / 07.28.10 CA 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 I � NCI AL: D�b942 •cr. '�� :•• STATE OF • �4� +: .��� / N Adu ITLE: FIREWALLS SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS FW1 q/,c-,lI PRODUCT APPROVAL SPECIFICATION SHEET 4s required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building :omponents 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 ocal product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures 1. EXTERIOR DOORS IThermaTru IFL8838-Rl A. SWINGING Plast ro Inc./ Nana Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf Smooth Star/Fiber-Classic +55.0/-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders Milestone Series 1000 FL8409-R3 +45.01-45.0 psf C. SECTIONAL Clopay Building Products Residential VlfindCode Doors W5 8X FL5675-R3 +30.0/-32.0 psf Clopay Building Products Residential V1lndCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf (used in wind speeds over 120rmh) Clopay Building Products Residential V1/IndCode Doors VV6 (8X7) FL5675-R3 +37.0/-41.0 psf (used in wind speeds over 120rrph) Clo a BuildingProducts Residential VUIndCode Doors W6 16X - FL5675 R3 + 37.0/-37.0 psf Amarr Garage Doors Model #500 Classics 8x7 FL5427-R2 +40.1/-47.4 psf Amarr Garage Doors Model #500 Classics 16x FL5427-R2 +38.4/-43.7 psf Amarr Garage Doors Model #600 Stratford 8x FL5302-Rl +40.1/-47.4 psf Amarr Garage Doors Model #600 Stratford (16x7) FL5302-Rl +38.4/-43.7 psf D. OTH ER 2. WINDOWS 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. Extruders Milestone Milestone Series 1000 Fixed FL9242-R2 +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FE5700/5701 /5702/5703/5704/5705/5717 FL3136-R3 N/A E. OTHER 3. PANEL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0(-70.0 psf C. OTH ER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 and AR FL5444-R2 N/A B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES F. ROOF TILE ADHESIVE G. OTHER 5. SHUTTERS A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. 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 FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels FL6264-Rl 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 must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produc Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-Rl ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-Rl H3 FL10456 Hurricane Tie H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-Rl HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-Rl HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-Rl HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-Rl HHETA40 FL11473 Embedded Truss Anchor HSUR/L410 FL10655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-Rl HTT22 FL11496 HD/Tension Tie HTT22 FL821-Rl HUS410 FL10531 Joist Hanger HUS410 FL821-Rl HUS412 FL10531 Joist Hanger HUS412 FL821-Rl HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-Rl IUT FL10531 I -Joist Hanger THE FL815-Rl LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-Rl LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-Rl LSTA18 FL10852 Strap Tie LSTA18 FL816-Rl LSTA30 FL10852 Strap Tie LSTA30 FL816-Rl LSTA36 FL10852 Strap Tie LSTA36 FL816-Rl 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 LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-Rl LTT20B FL11496 Tension Tie LTS20B FL822-Rl LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-RI MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-Rl MST60 FL10852 Strap Tie KST260 FL822-Rl MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FL11476 Foundation Strap TA51 FL816-Rl SP1 FL10456 Stud Plate Tie SPT22 FL817-Rl SP2 FL10456 Stud Plate Tie SPT24 FL817-Rl SP4 FL10456 Stud Plate Tie SPT4 FL821-Rl U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 717-846-3747 Fax 717-846.0 65 717-846.3141 HR HR Engineering, Inc. HR Engineering, Inc. 1418 E. Market St-, Suite B 1418 E. Market St., Suite B York, PA 17403 York, PA 17403 21 January 2009 Nick 'Thompson, Product Manager- Siding & Metals Associated Materials, LLC 3773 State Road Ted Bernian, Y.E.. Administrator, Cuyahoga Falls, Ohio 44223 Florida Building Code Commission Ted Berman and Associates, LLC. RE: Florida Evaluation, Coventry Vinyl Siding, FBC 2007 925 41so Street, Suite 104 Miami Beach, Florida .33140 Dear Mr. Thompson; The following Associated Materials vinyl siding product: Coventry has been tested and analyzed in conformance with ASTM D 3679.05 as required by Florida Building Codc 1007, paragraphs 1404.9 and 1405.13, 1:ilus Florida Residential Code 2007, paragraph 703.11 Structural testing to ASTM D 5206. as required by ASTM D 3679, was done at Architectural 'Testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40 Testing was done for Alside, Inc., which 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 here", which forms a double thickness at the nail hem edge. I have performed a combination of rational and comparative analyses on this product, which includes the mandatory requirements of Annex AL2.1 in ASTM D 3679 Installation must be over 5/8" minimum nailable sheathing or 11" minir.iurn plywood. Installation fasteners must be roofing nails with 3/8" diameter head, 1/8" diameter shank, and a minimum length of 1-5/8". The allowable design. wind pressures for all 5 configurations including Double 5", Double 5" Dutchiap, Double 4", Double 4" Dutchlap, and Triple 3" are +/-173 psf for 8" stud spacing, +/-115.3 psf for 12" stud spacing, a(1;d +/"86.5 psf for 16" stud spacing, In order to achieve these pressures, all studs must have nails in them and all nails must be. in studs. The above values can be compared directly to the required wind loads in Chapter 16 of the Florida Building Code,. 1 trust that this information is sufficient for the project needs If there are any questions about this report, or if anything additional is required, please advise one. Sincerely yours: Allen N. Reeves, Y.E. Structural Engineer ANR:anr Florida License No. 19354 Cc: 09010005 � l JMNb.rAy "i eat .. , RF,: Certifiealion of indcpcndence Dear Mr. Bernian; 26 Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. Installing trim - Option A When fascia is applied without exposed nailing. With upon save: Secure F-channel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia. With closed save: Use a J-channel in place of the F-channel at the wall. Secure all channels every 12" on center, in center of nail slots. Installing trim - Option B When soffit only is applied, or when fascia panel is secured to underside of wood fascia. With open save: Secure F-channel to the wall and to the inside of the fascia board, level with each other. Cut out back of channel to fit around rafters, If needed. With closed save: Substitute J-channels for the F-channels Secure all channels in the center of the nail slots, 12" on center. Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 1/4" per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 18" m width. you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12" on center. 3. When fascia panel is not being applied, use an Fchannel or J-channal at corners of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. fascia loscim outfit wall - Option A lw"a vinyl lchran(+"flal bill Option B p", ,qq- r� KA)'CAN- ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 Ttris report is subject to re-exemination in two years. www.lcc-es.org ( (800) 423-5587 1 (562) 699-0543 A Subsidiary of the International Code Councir DIVISION: 07-THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section: 07460- Siding 4.1 General: REPORT HOLDER: Installation of the siding, including the panels, comers, starter strips, trim and other accessory items, shall be in accordance KAYCAN LTD. with the manufacturers published installation instructions, the ONE MEMORIAL DRIVE applicable code and this report In the event of a conflict RICHFORD, VERMONT 05476 between the manufactured published installation instructions (802) 646-7010 and this report, this report shall govern. A copy of the www.kaycan.com manufacturers published installation instructions shall be on the iobsite at all times during Installation. EVALUATION SUBJECT. Solid sheathing and a water-resiative barrier shall be provided behind the siding, as required by the applicable KAYCAN PVC SIDING code. The allowable wired loads are as noted in the prescriptive 1.0 EVALUATION SCOPE requirements of the applicable code. See Section 4.2 for Compliance with the following codes: applications in excess or the prescriptive requirements or where the applicable code does not provide prescriptive ■ 2006 International nuildirg Code® (IBC) requbamenls. ■ 2000 International Residential Code• (IRC) 4.2 Wind Resistace: ■ 1997 Uniform Budding Code"' (UBC) Design wind pressures must be determined in accordance with Chapter 16 of the IBC, SBC. UBC or BNBC or Section ■ BOCA" National Building Code/1999 (BNBC) 301.2.1.1 of the IRC. In areas where the basic wind speed (3- ■ 1999 Standard Budding G7de• (SBC) second gust do not exceed 100 mph (4b mis) [80 miles per hour (36 mis) (fastest mile) under the UBCI, and the building Properties evaluated: height is less than or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the • Exterior veneer prescriptive requirements of IBC Section 1405.13, BNBC ■ Wind resistance Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. 2.0 USES In jurisdictions enforcing the IRC, installation much comply Kaycan PVC Siding is used as an exterior veneer and as with the prescriptive requirements of IRC Section R703.4 for closure mAtarial on the underside of exterior roof eaves areas where the basic wind "ad (3-second gust) Is less than (soffits). 110 mph (49 mis) in Exposure B, and does not exceed 90 Mph (40 mis) in Exposure C of 65 mph (37 mis) in Exposure 3.0 DESCRIPTION D. For applications in excess ofthe prescriptive requirements, Kaynan PVC Siding is horizontal and vertical lap siding and the design must be in accordance with IRC Section soffits manufactured from rigid polyvinyl chloride (PVC) R301.2.1.1. conforming to Ina requiroments of ASTM D 3679. The riding For applications in excess of the prescriptive requirements, is used as an exterior wall covering over solid sheathing and the Kaycan PVC Siding has an allowable negative wind bad as soffit. The siding has a plain- or wood -grain texture and Is of 70 psi (3352 Pa) [44 psf (2107 Pa) under the UBC] when available in various colors with matching trim, corners, and attached to a code -complying, minimum 3/,-Inch-thick (10 starter strips. The panels are a minimum of 0.040 inch (1 min) min), structural -rated OSB sheathing. The siding shall be thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). attached with 14,-inch-long (38 mm), rtrinch-diameter-head Panels are formed with an upper edge having nail slots and a (10 mm),1/44rich-diameter-shank (3 mm), corrosion -resistant lower edge that hooks into the upper edge ofthe lower course. roofing nails spaced 8 Inches (152 min) on center. The The siding is produced in different profiles as described in structural sheathing and framing to which the siding is Table 1 of this report. attached are outside the scope of this report. rCe-9S erolrpnun aepwn a aru be mnrtruM ar.ape..anrixg nesrMnowrwyaArr nrna6i"arw+pMJrmdy uAdrurM xur nn rkey rubronsrn,x! nn mm�-rxnou o/J,na,gar o/Wn reywr o.a ,dulonj fa,ue ne,. it -vrnnn tn/cc ema«,uo,rxroi�v, mF. •.rxrrr ar,„vdiat a, ro axylmringar alw nanoWrhu near. anr tunny O.«1-rr rowOVM rFa fir. na Copyright 0 2008 Pape 1 or 2 Fax717-846-0355 22 January 2009 in conformance will) Rule 9B-72.110, F.A.C. "Criteria for Certification of Independence", I offer the following. I am a registered professional engineer in the state of Florida with license, number 19354. I work in a Iwo person consulting structural engineering firm, 1IR Engineering, Inc.", of which 1 aril the majority owner. In my work performing an evaluation, i do not have, nor wilt 1 acquire, a financial interest in any company manufacruring or distributing products for which the. reports are being issued. in my work performing an evaluation, f do not have, nor will I acquire, a financial interest in anv other entity involved in the approval princess of the product. I inist that lhis is sufficient for the Florida Building Code Commission's requirements. If there are any,questions about this certification of independence. or if anything additional is required. please advise me. Sincerely yours: FIR Engineering. Inc. Qi e'..,s /r. X_a� Allen N. Reeves. P.E. Chief Engineer AN10tir Cc: Associated Materials, LLC 09010005 Installing soffit and fascia Installing fascia 1. Install an undersill trirn at the top of the fascia board. 2. Measure distance from the bottom of the Fchamlel to the top of the undersill trim, and then subtract 1/4' for clearance. Cut panel to width. 3. Perforate the cut edge using snap -lock punch approximately every 8', ensuring the 'tabs' face outward. 4. Hook the leg of the fascia panel over the Fchannel, and snap the labs into the undersill trim. If soffit Is not being Installed, hook the fascia directly over the fascia board. An alternative to snap -lock punch attachment is to slide the top of the fascia behind metal drip -edge. 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 3/4' (hall the distance of the notch). Capping fascia To make comer caps, out a piece of vinyl fascia that is 5112' long. 1. Mark the vertical centerline on the back of the piece. 2. Cut a 90" section of the bottom flange from the center, leaving a 45' angle on either side. 3. Use a hand seamer or metal straightedge to fold fascia piece along vertical centerline to make a right-angled owner. 4. Using a snap4ock punch, make tabs I ust below the to edge of the artless silo emu/ to fd,rxlet Fascia installation r•- 314-awrrp i rrh comer cap, making sure that tabs face outward. Install comer cap by locking the bottom over the existing ra 1 F-channel and snapping the top * Fascia capping edge into the undersill trim. ° notch Fascia overlapping rxa code KAYCAN" ESR-1495 I Most Widely Accepted and Trusted Wind resistance of the soft panels is outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this report Complies with, or Is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The siding is limited to installations on buildings of Typo V-B (IBC), Type 50 (BNBC), Type VI (SBC), and Type V-N (UBC) construction, and to construction permitted by the IRC, as applicable. 5.2 The exterior walls shall be braced or sheathed to resist racking loads with approved materials in accordance with of the applicable code. 5.3 The siding shall be installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. The sheathing shall be covered with a water -resistive harrier, as required by the applicable code. Page 2 of 2 5.4 The siding is manufactured in Richford, Vermont under a quality control program with inspections by Architectural Testing Inc. (AA-676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturers published installation instructions. 6.2 Data in accordance with the ICC-ES Evaluation Guideline for Vinyl Siding (AC37), dated October 2008. 6.3 Quality documentation in accordance with the Acceptance Criteria for Quality Documentation (AC10). 7.0 IDENTIFICATION The Kaycan PVC Siding described in this report shall be Identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement 'Conforms to ASTM specification D 3679," tha statement"Conforms to UBC Standard 14.2', the name of the Inspection agency (Architectural Testing, Inc.), and the evaluation report number (ESR-1495). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Balton Single 7 inch Vertical W - D' DA Avenll Double 4 Inch Horizontal Dutch Lap 12'- 6" D-4 Marquis Dartlle 4 Inch Horizontal 17- 6" a Contessa Double 5 inch Hodmntal 12'. 0" D-5 Elegance Double 5 inch Horizontal Dutch Lap IT o" D-5 Veraoal Double 5 inch Vertical IV - 0" Lewiston Double 4.5 Inch Horizontal 17 - 0" Newport Single 6'/, Inch Horizontal iv-0" Ocean Park Bevel Double 4.5 Inch Horizontal 17 - o" Ocean Park Cove Double 4.5 inch Horizontal 12'- 0" Platinum Series D-4 Double 4 inch Horizontal 12'. 6" Platinum Series D4 Dutch Lap Double 4 inch Honsontal Dutch Lap 17 - 6" Platinum Sorles T-3 "triple 3 inch Horizontal 17 - o" Prove Double 4.5 Inch FlorizonWl 17 - 0" Sierra Double 4.5 Horizontal 12'- 0" T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'. 0" T-3 Horizontal Triple 3 inch Horizontal 12' - 0" Vented 8" Double 4 inch Porforated Soffit 12' 0' Vented 10" trouble 5 inch Perforated Soffit 12' - o" Solid 10" Double 5 inch Solid Soft 12' - 0" Center Vented 12'/Solld 12" Triple 41nch Partially Perioreted Soft '12'. 6" Vented 1 B" Quadruple 4 inch Perforated Soft 12, - o" Quadruple 4 inch Solid Soft 12' - 0" ICC EVALUATION SERVICE, INC. Evaluate s Inform • Protect Lm Ansel. Switim/Rs{lond Office - 5360 Workman Mill Roil - Whic wr, CA 90601 ($62) 699.0543 Ftm- - (562) 695.4694 fox Certification of Independence for Evaluation ICc Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being Issued. (4) ICC Evaluation Servioe, Inc., does not have, nor cull( acquire, a financial interest in any other entity involved in the approval process of the product. 1�, i6fin Nosse - President ICC Evaluation Service, Inc. aaa. 11a0 W,af•.. M,u a,,w, wlv"... c,lJ ,,,.00401 • nau a4corf 1 ww+.icc-slat[ R,paA,l Oflln• • .0 M,m,dw Itm 1. funs A. ana,n,u.o. Alra"-u 31111 • (101) 1.9.0400 Reabnal CRY.. 4031 Wiz. Fkw,neur R-J- Gww,n (7uatnlb llln.". 1017a • 09411 7.-.tw1 N Cliff)��,� U O 0_ Q O O L N CID 0-0-0 Fn -2-L ^ 1 W O LL O An-0 E 0 O -0 ._a C1 E Z 0 W J �A i 0 cn W% E z� rWr > ICU O L CL CL U 0 V � CU O W Q Z Z Q J d SHEET NO. PA 1,0 Acm,