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m a 0 LE N NARrm LENNAR TAMPA DIVISION 15550 LIGHTWAVE DR. SUITE 210 CLEARWATER, FL 33760 727-479-1700 vol(oll-l" �Vv# 4X+04L 1370- ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 - ST. CROIX EILAND PARK TOWNHOMES 10 UNIT SUBMITTED PLAN(g) SAVE BEEN REVIEWED BY ZEPH S 'S OFFICE Date: Roviewor: qdl5g Fir /j_11V ABBREVIATIONS ABV. ABOVE M.C. MEDICINE CABINET A A/C AIR CONDITIONING m MFR. MANUFACTURER ADJ. ADJUSTABLE MIN. MINIMUM ALT ALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL. METAL A/R AIR RETURN BD. BOARD N.I.C. NOT IN CONTRACT BBLDG BF BI-FOLD (DOOR) BLDG BUILDING N N.T.S. NOT TO SCALE 0/ OVER BLKG BLOCKING BLK BLOCK (CMOs) O.C. ON CENTER BM BM BEAM O BP BI-PASS (DOOR) O.H.C. OVERHEAD CABINET BRIG BEARING OPT. OPTIONAL O.S.A. OUTSIDE AIR C� CENTER LINE FE PROPERTY LINE C CAB, CLG. CABINET CEILING P P.B. PED. PUSH BUTTON PEDESTAL CMU CONCRETE MASONRY UNIT PH. PHONE CONC. CONCRETE PLT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR D. DRYER R. RISER D DBL. D.G. DOUBLE DUAL GLAZED R RAID. R.A.G. RADIUS RETURN AIR GRILL DIA. DIAMETER REF. REFRIGERATOR DIM. DIMENSION REF. REFERENCE DISP. DISPOSAL REV. REVERSE DP. DEEP RM. ROOM DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT R/S ROD & SHELF DTL. DETAIL D.W. DISHWASHER EA. EACH S.C. SOLID CORE E ELEV. EQ. ELEVATION EQUAL S S.D. SH SMOKE DETECTOR SINGLE HUNG EXH. EXHAUST SH SHELVES EXT. EXTERIOR SHT. SHEET SHTHG, SHEATHING FAU FORCED AIR UNIT SHWR. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR F F.G. FUEL GAS S.LT. SIDE LITE FIN. FINISH SGD SLIDING GLASS DOOR FLR. FLOOR STD. STANDARD FLR. LINE FLOOR LINE S.V. SHEET VINYL FLUOR. FLUORESCENT TEMP. TEMPERED GLASS FM,C. FLOOR MATERIAL CHANGE THK. THICK FR. DR. FRENCH DOOR T T.O.C. TOP OF CURB FTG. FOOTING T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL Id U.N.O. UNLESS NOTED OTHERWISE G G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER G.I. GALVANIZED IRON GL. GLASS " VLT. VAULTED GYP. BD. GYPSUM BOARD Y V.P. VAPOR PROOF H.B. HOSE BIBB W. WASHER HH.C. HOLLOW CORE W/ WITH HDR. HEADER W W.C. WATER CLOSET HGT. OR HT. HEIGHT WD. WDW. WOOD WINDOW INSULATION IINSUL. W.H. WATER HEATER INT. INTERIOR W.I. W.I.C. WROUGHT IRON WALK IN CLOSET LAM. LAMINATED L LAV. LAVATORY W.P. WEATHER PROOF LUM. LUMINOUS Pie; be advised ft review r, cursory review to aalrtthe cony iil applicable firm safey> es. T; ., _lviewis:b bea lin`�nitted pla iC011lr' '� a :',7e ; pl Col -Pleb local ordinances. I v, , Yexa, tthe s le inspection reveals ` S r ��liartcecontractor's sole bring these areas in coilpliall._ for the c( itractor'S i, with a,, applicable [\ :PA Codes AREA TABULATION 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. MASTER REVISIONS INDEX OF DRAWINGS ARCHITECTURAL PLANS SHEET NUMBER TITLE OA COVER SHEET 1A ✓ 1371/1371 - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS 1 B 1530 - SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS 1 C 1531 - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS 1 D 1529 - ST. JOHN INDIVIDUAL UNIT FLOOR PLANS 2.1 1st FLOOR MERGED PLAN 2.2 2nd FLOOR MERGED PLAN 3 U FRONT & REAR ELEVATION PLAN 4 J SIDE ELEVATIONS & ROOF PLAN 5 �,j ELECTRICAL SERVICE PLAN 6A 1370/1371 - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS 613 1530 - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS 6C / 1531 - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS 6D.,y 1529 - ST. JOHN INDIVIDUAL UNIT ELECTRICAL PLANS STRUCTURAL PLANS SN / STRUCTURAL NOTES SN1 STRUCTURAL NOTES S1.0 FOUNDATION PLAN S1,1 MERGE 1st FLOOR STRUCTURAL PLAN MERGE 2nd FLOOR STRUCTURAL PLAN S1.2 - S2.1 FLOOR FRAMING PLAN S2 ROOF FRAMING PLAN S3 ✓ STRUCTURAL DETAILS S4 / STRUCTURAL DETAILS S5 U TRUSS BRACING DETAILS AND NOTES S6 1J TYPICAL 2-STORY SECTIONS & DETAILS SIRS STAIR DETAILS RD 1.0 CERTAIN TEED ROOFING & OFF RIDGE VENT DETAILS RD 1.1 CERTAIN TEED OOFING DETAILS DD1.0 MASONIT WD1.0 FLORI A EXTRUDERS WINDOWS WD1.1 F RIDA EXTRUDERS WINDOWS WD1.2 FLORIDA EXTRUDERS WINDOWS WD1.3 FLORIDA EXTRUDERS WINDOWS WD1.4 FLORIDA EXTRUDERS WINDOWS REV FW-1 ,/ FIREWALL F 17'�'OF27El��y; �NSE --- PA 1.0 FLORIDA PRODUCT APPROVAL PA 1.1 V FLORIDA PRODUCT APPROVAL AL PA 1.2 PIZEVAG CODES, FLORIDA PRODUCT APPROVA CODE, NATION � � �L AL ELTRIC6 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i o N oLLJ �'C� 0" M �,. co O Z pQ�o awC�a, Z QaL-u r,- z�n^ zC>J W � U `p Ln Ln LU (� O U z F—V) 0 z I moo? Q CIL I � U Z (� I _I U Uj TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE,I (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 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, ILL C AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007-FBC UPDTATES 01-13-11 2.00 ADDED UNIT VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 • �- �% - * e • No. 60p 2 -�. s� t • �w .p •�4 S'1'rE'�T TITLE: COVER SHEET j SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ I REVIEWED BY: TH OA M T^ L T �m , , / / z , MINIMUM HEADROOM OR (2) v SLOPED PLANE ADJOINING ' TREAD NOSING w �1-3 / lU FROM FLOOR Q SURFACE OF LANDING FOR SI: I INCH = 25.4 mm, I FOOT = 3042 mm. I" f IN1 Ut* I �-4E,4Di ROM W FOR 51: 1 INCH = 25.4 mm. CONVENTIONAL STTA I iRW A1' EAC✓•4 FLIGHT REGULATED ON ITS OWN GREATEST ALLE5T DIFFERENCE BETWEEN coGREATEST AND SMALLEST ul TREAD DEPTH WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. FOR S1: I INCH = 25.4 mm. STAIR TOLERANCES b-0xb-8 SGD � / 6'-411.0. 18 7 PATIO CON. PAD :REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' 6'-1 1/2' L 9'-41/4' 10'-6 3/4' 2nd F.F. I m / r, 2xb CONY. ERAMIwj s 16' 2x6 P.T. LEDGER z o O/C W/ USP HZ26 , W/ 1/4' D x 2 3/4' «o n I HANGER AT EACH END TAPCONS a VV 0/C 9 3/4' / 14 RISERS s 11/2' EACH PLUS - 1 I RISER s 13/4' M 'HALF / 14 TREADS a 9.15' EACH `r WALL W/ Ixb WOOD CAP (SEE I j TOTAL HEIGHT = 9 -4 3/4 STAIR PAGE FOR I 2 RISERS + I TREAD HANDRAIL INFO.) / GREATER THAN 24' 4 NOT TO EXCEED 25' (2)11/2' + 9 3/4' = 24 3/4' LANDING NOT To INCLUDE I' NOSING. Ist F.F. STAIR DETAIL - 1370/1371 - ST. CROIX SCALE: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR INFOR14ITION NOT SHOILN I 21'-10" 7-10 1/2' FAMILY ROOM 31-11 1/2' B 1A LAND INCs I UP KNEE II N WALL II m 14'-2' 3'-a 1/2' `~ DRAIN PAN,---,, r DRAIN TO OUT SIDE OF UNIT.( EE w.k I 51.0 FOR LAYOUT) b+`��0 I' 4" " 2' 1' 8-10" 0° 10'-4" PRES RE T.P.RELIEF O _ y I I/2 BATH FOYER e 7' a'ZEN m O 00 } T-B. - QC c.6 F v Z M QC CL I''' m `A :51: V RJ ct� 71LE C T. r w O ---- 64 I/2' `� OH.C. 1' II 1/2 I 4' 8 I/2" 2' II I/2' 42' KNEE WALL 1/2 WALL Q 39 I/2' r — 3-0x6-8 N.B. W/ I' x 6' W/COUNTER J I OPEN'G � 1 s WOOD CAP ABOVE 642' AFF. I 6 1 FLAT HDR p N 16' WIDTH I — — �_ COUNTER ABOVE. I I cv I O vo I 12'x12' KITCHEN - — 1 Iv DINING ROOM iv 12'-2 1/2' 21' T-5 1/2' SEE DETAIL 'A' - 1 FOR REAR UNIT' CONFIG. 1 (2) 25 SH 11/2 34 SH 31-01x3'-0' LONG. PAD 10' -4' 21' -10" 4' -10' 1 st FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4' = 1'-0' I� '1� /1PCAlIAIG I'_/' q'-n I/V KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4' = 1'-0' r T$. B s+6 M. BATH CPT. TIL o I e 30' Ewa `IN s BASE ~ N VANITY ® W.C. TP. `� o MASTER SUITE M.c.Al tUB/SHOWER TILE TO 1-0 A ; C" ABOVE TU T.P. Co 5'-Ira 112' 3'-2' 3'-ro 1/4' j 5-3 3/4' flI BATH 5 1/2' WALL + 30' BA O 2-4x6-8 68 VANITY 5F In HANSEN 1 I BOX 3 DRYER I a of M.C. a U 0 ____ ANT I �' r r- LOCATE INS I (SEE NOTES,'I (FIELD 22'X36' KNEE WALL I UJ.I.C. I oTILE G L_ MIN. _ J +aq — — —R/5 R/S x2 ' X ---- 5-Ox6-8 " T BF r,ry v A 2-bxb-8 3-0xb-8 BF ro 3'-21/2' 3'-5" 3'-31/2, 3'-11' ' Ci I BEDROOM 3 BEDROOM 2 25 SH HD. 25 SH HD. HGT, 6'-10' HGT. 6'-10' 6'-3' *EGRESS 9'-s° *EGRESS 5'-11, Ir 21' -10' ( :2 2nd FLOOR PLAN - 1370/1371 - ST. CROIX SCALE; : 1/4' = 1'-0' r.� I I WASHER LAV WC n. .�� 1/2' PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE -------------------- = COLD WATER SUPPLY HOT WATER SUPPLY NOTE. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. TUB I I LAV. - L\ J_ TUB I I WC I I I I I I 112" KIT. TO WATER I LAV I x L- SERVICE "V WC I • I -- �" H.W.H. DOMESTIC WATER SUPPLY SCALE: KTS, MIA m 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 51MILAR FIXED ITEM. 1. 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 FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U.N.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 DE5IGNERS 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.R.C. LOCATE 50 AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMEN51ON Ilk 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 S.F. 2nd FLOOR LIVING 680 SF. TOTAL LIVING 1311 Sr-, ENTRY 21 SF. GARAGE 0 SF. TOTAL SQ. FT. 1392 SR VTR JI I I ASH A I j V IUCS I 1 1 \• ���� WIC 4" 3" �-- j KIT. I LAV I TUB i 4• CO 2" 1 1/2" 2 WC " BUILDING --4 WALL 3" TO4" SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: KTS. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i o N w Ohm ,>mr- >..,`nMo Z LL� awOfa, ¢<F— ZQrq o�I., z w J CD m Ln Lu U 000 U Z � I O ` Z � � L I 0 Q � V) C z U Q I J U W V- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH I 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE IC" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT III PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 T 1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNIT 1529 ST. JOHN VERSION NO, 2.00 / 01.13.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 '��tiysiicaeira+g� Al 10 f � o NO. jE 22 Y -� • r 4V /0IV EN .�`• SHEET TITLE: INDIVIDUAL UNIT 1370/1371 - ST. CROIX SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH lA C) 0 C) 0 T' O 1 r 1 0 M T LO rl- S��IJ1� iJ1mil IiLIi:6IL..IL 1111., {, iA :I.. .11+1_l. i � z MINIMUM HEADROOM OR (2) SLOPED PLANE ADJOINING oTREAD NOSING w FROM FLOOR Q SURFACE OF LANDING FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8 mm. MINIMUM HEADROOM 9 FOR 51: 1 INCH = 25A mm. CONVENTIONAL STA I RUJ,A*1' EACH FLIGHT REGULATED ON ITS OLN DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A 2 FLIGHT OF STAIRS 15 LIMITED TO 3/8', DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. FOR 51: 1 INCH = 25.4 mm. STAIR TOLERANCE5 2 RISERS + I TREAD = T4 GREATER THAN 24' 4 NOT TO EXCEED 25- (2) 11/2' 9 3/4' = 24 3/4' T-8 3/4' NOT TO INCLUDE I' NOSING. 3'-8' ,,4'-0 3/4' 14 RISERS a 11/2' EACH PLUS I RISER 9 13/4' 14 TREADS 0 9 314' EACH TOTAL HEIGHT = 9'-4 3/4' 2nd FF. zt 1------- �9 zt I (3) 2x12 SYP42 SPACED LANDING ` EVENLY uV CONTRUCTION ADHESIVE PL200 4 2-16d 3/4' TOE NAILS AT EACH END -2x12 P.T. W/ r `' Q 42' HALF WALL W/ Ixb I/4'x2 3/4' WOOD CAP (SEE STAIR TAPCONS ` PAGE FOR HANDRAIL AT 16' O.C. INFO) 1st FF. 3'-8' 5'-8114' STAIR DETAIL - 1530 - SIESTA KEY SCALE: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR INFOR11ATION NOT SHOWN 4'-0' 2'-6' OPENINGS 3'-I11/2' OVERHEAD - I - - - - - - CABINETS -I--- - I II I II I II I II II � II II II II KITCHEN II II KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = 1'-0" 14'-6' 14'-fo" L 3'-0' 10'40" CONC. PAD (2) 25 SH HD. HGT. 6 -10' * EGRESS 2x4 WALL I I STOR GOVERED PATIO :� x I I '-0' 3'-10, 5'-4" M. 0. I a I BEDROOM 2 �, I I H 5-Ox6-8 SCsD = I t0o O D.W. ul -- j W DISP I Lug KITCHEN I � I � 2-6x6-8 r I •v o REF. e — —O.H.G. — — — — — @ STUDY fill e — @ z 1r m ------ U CIAI i LU a 2'-6' - 4'-0' 3' 8' 4'-4' DRYER VENT (SEE NOTES) Ilse s HANSEN 1/2 WALL g 39 1/2' W/COUNTER I 2'-9 1/2" 5'-10' BOX P-11" 3'-11 1/2" ABOVE a 42' AFF. IV WIDTH COUNTER ABOVE. A/G CHASE I DINING ROOM m DRYER ASHE N 4'-3' 6'-4 1/2' 3' 11 5/8' DRAIN PAN N 5-0x6-8 BF DRAIN TO OUT 4' ARCH, I I� X SIDE OF UNIT. SPRING 6'-8' I T.B. u1�,:, ,� IQ zl (SEE 51.0 FOR QV,� v C, �I ED. TO -4 BATH LAYOUT)1,3 WALL_ _ _ = m m 0 48' BASE TILE C T. �, I UNDER T.B. I— r VANITY 7 stalRs > 1/2 BATH I `� I T + Wes. L ® m J T.P. M.C. Lu TILE G T. � a'- T 51 ' WALL re LANDING D (D9 NI I I I v 0) I I I T.P. m 3' 6" 3' 10, 3'-2 1/2' 3'-11 1/2' ____ A/R PRESSURE 2'-I 1/2' 5' 0' 4' ARCH, I I I I N RELIEF SPRING 6' X LANDING UP TO1'-4' LANDING I I } A �B rl - - - - - - -- 8' BASE 3'-8' 5'-9 1/4" 5-0 3/4" 0 VANITY '- M.C.MX&HALF '3 0W.G. VWALL I m mmM n LLI M. BATH e B- 10'-6 1/2' CV A/C m CHASE I I FAMILY ROOM I I MASTER SUITE I I I I X h"1 2' 1/2- 11'-111/2' e . - I I I I I I I I I U I FOYER "' I I (2) 25 SH t4 24/5 SH * EGRESS o a, e HD. HGT. v 6'-10, 'n M ENTRY .� 25 SH ---------- HD-HGT.6'-10' * EGRESS I _ 25 SW I `( * EGRESS 4'-3' 3'-0' 2'-11' 3'-0' Ir 8'-101 I - 5'-8' 1 st FLOOR PLAN - 1530 - SIESTA KEY SCALE : 1/4' = 1'-0' WASHER I 1 ,STUB -� I � LAV. 1/2" I KIT. TUB�f ^LAV. o WC LAV 1l2" H.W.H. 1/2" �y 4WC TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND = VENT LINE = SANITARY WASTE LINE -------------------- = COLD WATER SUPPLY W — HW — Hw = NOT WATER SUPPLY NOTE LICENSED PLMR TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. J 1 �4' VTR i �1/2" VTR e I 4 11/2' I j TUBS i `� WAS 2" 1 2" I �4�.` 1 i �1112" T B 1 LAV I 11/2' 2" WC 11/2" 2' LAV i I 2nd FLOOR PLAN - 1530 - SIESTA KEY SCALE : 1/4' = 1'-0' WC BUILDING WALL TO SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETER'11NE 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, F THERE IS NO ACCESS TO EXTERIOR THROWN 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, DM45101,15, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COh1hIENCEMENT 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. F 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 WIT 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 50 AS TO BE ACCESSIBLE. DIMEN51ON CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL U.N.O. AREA TABULATION UNIT SIESTA KEY 1st FLOOR LIVING 154 SF. 2nd FLOOR LIVING ill 5F. TOTAL LIVING 1531 SF. ENTRY 45 S.F. COVERED PATIO (0,9 5F. STORAGE 18 S.F. TOTAL SQ. FT. 1663 sr-. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i O N Zoo to M r1 prl I ¢�LL-�'' a>uj ZQ¢I- F- ¢ z w J Ln III J Ln w (� 0 U Z O~� Z I moo? I z 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 = +-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2 111 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBfTED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES Ol 13 11 2.00 ADDED UNfT l 1525,ST.JOHN VERSION NO. 2.00 / 01.13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 ro THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 II F '� �� • • NGI��I�'j41: - No. 60122 - : s •• TAT <U d /O N °,0eraflLra�a���° SHEET TITLE: INDIVIDUAL UNIT 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH I B MR 6�w 14, _ / 1 u,, i i i � z MINIMUM HEADROOM s OR (2) SLOPED PLANE ADJOINING TREAD NOSING (v FROM FLOOR 4 tu SURFACE OF LANDING FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm. MINIMUM HEADROOM Ili FOR V- 1 INCH = 25.4 mm. CONVENTIONAL ST,AIRWA'I' EACH FLIGHT REGULATED ON ITS OUN GREATEST SMALLEST DIFFERENCE: BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND 0 LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8', FOR V.- 1 INCH = 25.4 mm. 5TA IR TOLERANCES 1'-6' 9' 3'-3' 3'-6' 3/4' PLYWOOD OVER 2x6 FRAMING uu(2)10d 42 HALF 8 EA. END. HY,4C I WALL W/ I x 6 I � � TOP OF A/C PLATFORM WOOD CAP M I 2nd F.X11 GIRDER I BEYOND FRAMED KNEEWALL TO SUPP PLATEFORM (SHOIUN DASHED) LANDIWj 2 RISERS + I TREAD =Az GREATER THAN 24' 4 NOT TOEXCEED 25' CA (2)11/2' +9 3/4' = 24 3/4'2x12 P.T. W/ I/4' x NOT TO INCLUDE I'NOSING.2 3/4'TAPCONS AT IV O.C. 14 RISERS 9 11R'EACHPLUS 1 RISER®13/4' "'(3) 2 x 12 SYP02 14 TREADS a9.15' EACH SPADE EVENLY W/ TOTAL HEIGHT = V-4 3/4'CONSTRUCTION T-3 3/4' T-6' ADHESIVE PL200 4 2- I(od TOE NAILS 10'-9 3/4' AT EACH END STAIR DETAIL�-l531�-M�ATINIQUE SCALE: 1/4' = I'-0" FIFER TO SHEET 'STAIR' FOR INFORMATION NOT SHOWN I — — — CABINETS I II I II I II II m II II KITCHEN II KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4' = 1'-0' 3'-0" CONC. PAD (2) 25 SH HD. HGT, * EGRESS I I COVER PATIO I I I I STOR x I N I I I BEDROOM I� I I T-S 1/2' 2'-S 1/2' 6'-4' M.O. i 2'- 2 1/2 I I I 2'=5' 5'-5 1/2' 1 5/5H e I y T 2-6X6- FAMILY ROOM i G~_TI- 30 BASE I ? VANITY BATIK CID Lu I TB ~� IO'-10° II � I Lu �OGAT� I I� I DRYER VENT I I Q IN FLEX SPACE I (SEE NOTES) i z FIELD LD i� IL 122'X36'I I I� < _@ MIN. 1 6' -3 1/2' 4'-(o 1/2" -1 1 PED. SINK N 4' ARCH, W.G. 't 4'-10 3/4' 5'-11 114" SPRING 6'-8' y T.P. cz DRYER TO 1'-4' • 1 CPT -TILE HANSEN _ BOX ,n �, HALF 0 LANDING x 1/2 BATH SHE e WALL aT I r T.B. 01/2" 4' 1/2 3'-4' `n 4' ARCH, .�=, A A/R 1�VAC — -- A I I SPRING 6'-8' UP I I W.H. fc TO 1'-4 I '� 1' �' LANDING I I I � = -- -- � ;� 2-bx6 1; -- 4'-10 1/2' T M.C. AV HALF PRESSURE= DRAIN PAN, - I W.C. GP�T 48' BASE I N ; WALL RELIEF DRAIN t0 OUT VANITY SIDE OF UNIT.+ DINING ROOM (SEE S10 FOR �; M. BATH T9. I LAYOUT) I N I I 1/2 WALL @ 39 1/2' W/COUNTE R/S ABOVE is 42' AFF. — B ' m ------------- O "' M IV WIDTH COUNTER ABOVE. 1B 6-0x6-8 BF ( 4'-0" 10'-6' 8'-21/2° J41 112° 3' -V 10'-10" A/C IT -------- � I CHASE I — ---� NREF. KITCHEN / ° N I GPT.I. TILE' 5RKF51 I I I — e 114-0xb-s L MASTER SUITE m 6' v I I OPENING Cl CP I I FLAT HEADER p (P 214 -6X6 SINK W/ DISP I0 I D.W. I 00 O I I 5/SH �2 33 SH 24/5 5H ~ ENTRY HD. HGT. Co. I I 6'-10, m v 4 FOYER "' 25 SH HD. HGT. 6 -10' e � --- ----- *EGRESS 25 SH 16'XI6'X24' HIGH SQUARE 2'-1' 3'-1° 4' S" 4'-2" COLUMN BASE 2'=7' 3'-1" 2'-11' W/ 12' ROUNDIr PILASTER ABOVE. 1 st FLOOR PLAN - 1531 - MARTINIQUE SCALE : 1/4" = I'-0' 2nd FLOOR PLAN - 1531 - MARTINIQUE SCALE = 1/4' = 1'-0" LAV. I 1 ' TUB WC � I .y V. ' l i 1/2" �LAV. TUB �' I = t.�l�; WC '>:� I ' 1 I WASHER i I WC (��•'j �/S � �C i. j.tiJ �� I � KIT. H.W.H. 1/2' . 1�<'' 1/2" 4WC `> -41 �+ TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: V.S. PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE -----------------= COLD WATER SUPPLY = HOT WATER SUPPLY NOTE LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. VTR I I I LAV 1 2' I BUILDII WALL - TO SEWER SYSTEM I SANITARY WASTE RISER DIAGRAM VTR 1 V 2" ' I 2" I I I I 3" ! I SCALE: N.T.S. 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 THAT COMPLIES WITH EGRESS CODES, IF THEM 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 DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVI6ION5 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/ DYABLE FIRE EXTINGUISHER IN ACCORDANCE V NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN N THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.R,C. LOCATE 50 AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 6' NOMINAL BLOCK 31/2' FRAME WALL U.N.O. AREA TABULATION UNIT MARTINIQUE Ist FLOOR LIVING 154 SF. 2nd FLOOR LIVING ill SF. TOTAL LIVING 1531 SR ENTRY 45 SF. COVERED PATIO 69 5F. STORAGE IS SR TOTAL_ SQ. FT. 1663 SF. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 - www.danscoengineering.com o -I N Ow t:; 'COD z M p p��oo aw0�Q, z z ��� w Ln mi -4 L-I IJ I O U I Z I OZ� I O � I Q CIL I cn Q I Z U Q � U J 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 = ±0. 18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. -- 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 �2.00 ADDED UNIT 01-13-11 1529-ST. JOHN — i I VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 ji 1.00 A ;,0 r • r * Ida. 601 - I D ,�$ \ ."J 3/.. •:�.N1;y' �.�,`�ti 11 � 1/A1--�s SHEET TITLE: INDIVIDUAL UNIT 1531 -MARTINIQUE SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 10 _ 1134111 / / / / / z / MINIMUM c0 HEADROOM OR (2) SLOPED PLANE ADJOINING ' TREAD NOSING FROM FLOOR a / SURFACE OF / LANDING / FOR 51. 1 INCH - - 25.4 mm, 1 FOOT 304.8 mm. MINIMUM HEADROOM n FOR 51: 1 INCH = 25A mm. CONVENTIONAL STA 1 RWA'1' EACH FLI 4T REGULATED ON ITS OLLN DIFFERENCE BETWEEN GREATEST AND SMALLEST Lu TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND ° LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR SL• I INCH = 25A mm. STAIR TOLERANCE& W-6 3/4' 4'-0' 10'-6 3/4' 2nd FF. I r/ I / / 42�HALF i/ 93/4' / 14 RISERS a 11/2' EACH PLUS bk WOOD - I RISER s 13/4' n, CAP (SEE / 14 TREADS 9 315' EACH `r STAIR PAGE I / TOTAL FIGHT = 9'-4 3/4' I FOR HANDRAIL INFO) / 2 RISERS + I TREAD = / GREATER THAN 24' 4: NOT TO EXCEED 25' / (2)11/2' + 9 3/4' -- 24 3/4' -,4NDINC� NOT TO INCLUDE I' NOSING. let F.F. STAIR DETAIL - 1529 - ST. JOHN SCALE: 1/4' = I'-0' REFER TO SWEET 'STAIR' FOR INFORMATION NOT SHOWN 14' 4' 3'-0- 3'-0'XII CONC. PAD 17 I I co STOR COVER PATIO I N I 6-0x6-8 SGD HB, Hill- 2'-8 1/2' 2'-8 112' FAMILY ROOM I I e 10'-10, 1/2 WALL 4D 39 1/2' W/COUNTE ABOVE is 42' AFF. 16, WIDTH COUNTER ABOVE. --------------- DW IsEl I I O I SINK W/ DISP KITCHEN � 3'-4' 3'-4" z Lu I 2 -4X6 -8 REF• u 4' ARCH, u I SPRING 6'-8' 5/SH O.N.G. TO T-4' DRYS I CPT.TILE IHANSEN e 1/2 BATH x BOX PED. SINK u' ASH 91RELIEF I 4' ARCH, ISPRING 6'-8' TO T-4' W.H,PRESSURE DRAIN PAN, DRAIN TO 3 8, OUT SIDE OF UNIT. (SEE - $1.0 FOR LAYOUT) I - �o DINING ROOM I N e HALF I WALL r- UP e U I J Tp Q I FOYER ENTRY 25 SH 2'-1' 3'-1' 5'-8' 1 st FLOOR PLAN - 1529 - ST. JOHN SCALE : 1/4' = 1'-C' 14'-b" 1'-3' (2) 25 SH HD. HGT. 6' 10' * EGRESS MASTER 5UITE I 2'-61/2" 5'-II/2" T-10" 11A 5-OXII BF I I W.I.c. ch fi I----------------J R/S 0LAv XMAv IV 1'-3' 12 I M BATIIrY ? III LEC�T, 6f O 6'-4 3'-101/2"fn 17 2-SX�6-8 W.C. T.P. _ W.C. Q COOATE IN LAV. T-P• FIELD 48' BA5E VANITY o �22'X36' I , BATH m W o L MIN- .� — +� T.B NVA DRYER VENT j A/H rr. (SEE NOTES) I I IR/S I .�, I I I DOWN I 3' 6' 2'-1' 4'-5' 3' 8" BEDROOM 2 I I —16'XI6'X24' HIGH SQUARE COLUMN BASE W/ 12' ROUND PILASTER ABOVE. LANDING 24/5 SH HD. HST. A 6'-10, 1D 25 5H HD. HST, 6'-10' EGRESS * 2'-1' 3'-1- 2'-11' 5'-8' 2nd FLOOR PLAN - 1529 - ST. JOHN SCALE - 1/4' = 1'-0' LAV. I I I TUB WC 112" 1/2" /�',� LAV. TUB I I WCj� Yam. WASHER i I W4 KIT. H.W.H. 1/2' 1/2' TO �. WATER SERVICE DOMESTIC WATER SUPPLY 41 1111 w" PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE -------------- -- = COLD WATER SUPPLY HOT WATER SUPPLY NNE LICENSED PLIMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. VTR I I I Ji 3TUJ/ 2/ KIT. BUILDING `'" ' WALL TO 4• SEWER I SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: KTS. 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 THAT COMPLIES WITH EGR % 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, DMI:NI510N5, 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 V 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 50 AS TO BE ACCESSIBLE. DIMEN510N CONVENTION OVERALL t EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL urlo. AREA TABULATION UNIT ST. JOHN Ist FLOOR LIVING 154 S.F. 2nd FLOOR LIVING 111 SF. TOTAL LIVING 1531 SF. ENTRY 45 SF. COVERED PATIO (09 S.F. STORAGE 18 SF. TOTAL SQ. FT. 1"3 S.F. I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com O N w Z p 0 t�r M F•� M O Q LJL O^ Z QaQ L u III J O V w N Ln I I w (� 1 � O U I � I Z � F I Ozg I ^' 0 L.L Q (j I V) 1 Q U Z cn 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=+-0.18) WIND LONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. — 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. i 2011-THESE DRAWINGS AND DESIGNS ARE THE JOIN 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 Ol 13 11 2.00 ADDED UNIT 1529 ST. JOHN VERSION NO. 2.00 / 01.13.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, 1 P.E. #60122 IRWIN J. BENSON, P.E. #49758 �o4v�A, ° • L: O O A � r . * ' No. 60122 ' ° 4U 4 e I `'> � •• ° r• rJ i .. ,, tee'' 44ass:,,. SHEET TITLE: INDIVIDUAL UNIT 1529 - ST. JOHN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 1D 0 T 0 O r C) 0 T O r t �� /3,1/11 1 I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com W O M p LL ,z>, z !j J oyLn w Lm Lu u V) I O U z I 0 z I moo? Q 0 ' U Z Q U 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 =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 l 1.00 2007 FBC UPDTATES 01-13 11 2.00 ADDED UNIT — _ 1529 ST. JOH-N_ — 71 VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 om THUY H. HUYNH, 7� P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 0E'O%%tall2111GI4'Ot i + o � a n - * e, No. 601 o� D-s \1 Y *� SHEET TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 2.1 0 0 0 O 0 0 1 T C) M r L il\ T 21'-10, 14'-6' W-6' 14'-6' 14'-6' 14'-b' 14'-6' 21'-10' 7'-3' 1' -3 5'-11, 9' • 8' 6' -3' BEDROOM 3 BEDROOM 2 BEDROOM 2 i MASTER SUITE 7I I I I i 17 I i BEDROOM 2 1 I BEDROOM 2 I I I I MASTER SUITE I I I BEDROOM 2 BEDROOM 2 BEDROOM 3 I I I 1I I I I I l 2 - -------- � ---- I I I I W.G. I I I I I I 1 ---- x24 I I rLOCATE IN, I a y� y U I I y � � I I rLOGATE IN, P I I I I ��+ I I n MELD 22'X36' L_ MIN_J I I I MELD 22'X36 � L_MIR O I I a n I I STUDY 11 I BATH 1 W BATH I I I STUDY n e l II i I WI•G. i I I I I I I i I i i, II i W.LC. i I I I I II II L-------------- L------____ - -� II I I II 0_1[_ I I I I I (0 II I • BATH O 3 CHASE0 O _ LAV. LA _ I I rdcAj I FLEX 5PAGE 1 1 IN FIELD ' I _ _ 1 Ldi ATj IN FLEX SPAGE FIELD I AV. LAV. SHE CHASE O DRYER � :O BATH � N _� I 2211 � I � 12'X36' � I I I M. BATH 1I L MIN., J L MIN. J I I TUB/SHOVER zz �� -x I I I I I I I z� - - - - TUB/SEIOWER MASTER SUITE 1UC M M. BATH ---- v ViQi BATH 0 J 0 LAV. WG. a O 1� Q N fI I�,1 p sl 1� I D I I I I I Imo' I a "' �I Iu n EI to O O: 0 LAV- I-x iQ o Ei 1_ w L_�J BATH W.G.L ---- °o� r v W.C. V H MASTER SUITE - - - - - - - LANDING En BATH W L �` J - -- - - HVAC HVAC W J m Z BATH D LANDM(s- - - - - - a M. BATH O l U HVA In A/Nn"-T I I I VAC U I I M. BATH a vo LANDMCs Ell, I AEI o� WL. WL. I A/H 1 I I LANDING SUITE . l i I Q • y I �o y • I i 1 1 oMASTER wc. MASTER BUTTE TUB/SWU,ER _ _ _ = - - - o W C.C. • I N M. BATH I M. BATH I o = _ _ _ - TUB/SHOXR BATH Uin M. BATH > O _ _ _ _ _ O Dom M. BATH BATH O: I I I :O I I I AII/ CHASE CHASE OC I I `" I I o �LOCA?E M�' MELD 22'X3 ' U I I I I 1 � 16CATE M, MELD 22'X36 � � I I n I I L_ MIN. _ J i MASTER SUITE BEDROOM 2 I MASTER SUITE I MASTER SUITE I BEDROOM 2 MASTER SUITE i L _ _ - _jP4 I I -------- )F I I I -------- a -v I l I I I I I I j 1 s I I I I I - aN BEDROOM 3 BEDROOM 2 5'-11' 5'-li' 2'-II' 3'-0' 2'-8' 2'-5. 3'-C' 2'-Il' I 5'-II' 5'-il' 2'-II' 3'-0' 2'-8' I I I 2'-8' 3'-0' 2'-ll' 5'-II' 5'-II' 2'-11, 3'-0' 2'-8' 2'-8' 3'-0' 2'-Il' 5'-II' BEDROOM 5'-11, 2 BEDROOM 3 9'-8' b'-3' 21'•10' 8'-10" 5'-8' S'-8' 8'-10, 8'-I0, 5'-8' 5-8' 8'-10, 8'-10, IT- 5'-8' 51•8. 8'-10, 21'-10' DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i o N W z Q z Q � a Q 2 � W Z LL LLJ U) Ln J `n Lu u L C', O 'vU 2 ' Z 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 DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE 'T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 01-13-11 } 2.00 ADDED UNIT 1529 ST.- JOHN VERSION NO. 2.00 / 01.13.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 C'. 0122 .y r r r p • A OF 44/ SHEET TITLE: TITLE: 2nd FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 2.02 OFF RIDGE VENT (TYP.) T.0$. - - - °� UJ z - ua v cs�0� 12 u-"Ci� 8� 0 z T.O.B. _ 2nd FF. cn -I — �t m r +Vdk Lu ~ `t �Lu d MAIN FF. - IV x 16' x 24' TALL SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX TRUSSES 9 SHED DECORATIVE ROOF. STONE (TYP.) OU. L ULUI-IN C3H:7C W1 12' ROUND PILASTER ABOVE, 1530- SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE WEEP 5CREED INFO. 1531- MARTINIQUE FRONT ELEVATION 50, COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1529 - ST. JOHN STONE (TYP.) 1530 - SIESTA KEY ,OFF RIDGE VENT (TYP.) 1370 - ST. CROIX 1371 - ST. CROIX VENTS SHOWN ARE APPROX. SIZE & LOCATION. REFER TO ROOF VENT SCHED. ON SHEET 4 FOR MIN. REQ'D VENT AREA PER UNIT. OFF RIDG _ VENT (TYP.) I I I4'-O' MIN. 4'-0" MIN. SHINGLE SHJNGLE 12 I ROOF 1 I ( ROOF 1 I 12 OFF RID I I (TYP.) I I I (TtF.) a5 I I VENT (TYP.) I I I I 1 I I I I I I ° UJ N LU U1 T - z U w co o LL o zt Lr r U G �; 00 �L MAIN FF. \--I6'x16'x24'TALL SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING t0 BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) COOQ U u- ID 12 I I [EEJIIIIE I IEJEJ IL1111 IEJEJ� I- (I I I=Ej I I I '[I] ( I E I[I] I I[I] [I] El 12 � $ �9 Q0� Lu p LU U LLLL p JIEI ` T.OB. 25 SH 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH 25 SH 25 SH ' ' 2 d FF. _ 2'-8' 8'-0' 8' BAND I I EXPANSION JOIN I I I EXPANSION JOINT I I 8l'0u 2'-8' - m vm 19) 8 U Ell I- I_ II � -� FTI1:11L- I MAN -°fiLgF`L U n- -12- - - 1/2 -33 SH `r = w m�• N_�' U S GD. TEMP. 68 TEMP 6 TEMP. TEMP 8 S.G.D.&GD. TEMP. TEMP 06 STEGMDP. `t N�NL U6 - I/2 34 SHL - - -I 1/2 34 SHCD IV x IV x 24' TALL -/ \-DECORATIVE SQ. COLUMN BASE W/ STONE (TYP.) 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE REAR ELEVATION SCALE : 3/16" = 1'-0' 1531- MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY DECORATIVE \-I6' x IV x 24' TALL STONE (TYP.) 60• COLUMN BASE W/ 12' ROUND PILASTER ABOVE, NOTE: ALL TRIM / 1370 - ST. CROIX DECORATIVE FINISH. TO BE CUT /SCORED I' -OVERHANG IN SIDES 1371 - ST. CROIX O' OVERHANG IN FRONT AND REAR I I� DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i O N W 0t ti > (f) M O 0 aC LJL C5 Q Z , aw L a, Q>w QH' Q ce P Z zL zn_j w JL� Ln Ln ui U 0 U _ V) z > I 0zL C i ZD ry 0 Q cj cn 0 U z (/) Q� J U I 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 DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. - 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 Ol 13 11 2.00 ADDED UNIT 1529 _ST. J(�HN VERSION NO. 2.00 / 01.13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 Nff'AiIc �' , O � 0 * 1 - - fv .60122Ct C. o G TE OF SHEET TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 3 0 T 0 0 F- T 0 O i r O M - L J r- 5/31/U 11' u'm 11 111_1 it -111 Ijr_II 1-11 _ 11 r I n J IIII'lllf lfll' IPIAII II �► 11 IT n i n i n i^ t r_n r_ n _ �I m ROOF vErlr SC�EpuLe 1370 - ST. CROIX 1371 - ST. CROIX NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT 1530 - SIESTA KEY 1531 - MARTINIQUE 1529 - ST. JOHN 1529 - ST. JOHN 1531- MARTINIQUE ROOF PLAN SCALE : 1/5' = I'-0' STONE (TYR.) 50. COLUMN BASE INFO. U/ 12' ROUND PILASTER ABOVE. 3 LEFT ELEVATION SCALE : 3/16' = 1'-0' 1371 - ST. CROIX 5122 1530 - SIESTA KEY Lu ;12Lu UJ ;Wro6 \— 16' x 16' x 24' TALL DECORATIVE SQ. COLUMN BASE STONE (TYP.) U/ 12' ROUND PILASTER ABOVE. rs SHOUN ARE APPROX. 4 LOCATION. REFER TO )F VENT SCHED. ON THIS =T FOR MIN. REQ'D VENT A PER UNIT. 16' x IV x 24' TALL T.O.B. SQ. COLUMN BASE DECORATIVE — — U/ 12' ROUND STONE (TYP.) 12 w PILASTER ABOVE. _ 2nd F.F._ v 0 NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR I'-4' OVERHANG IN FRONT - INFO. SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. � RIGHT ELEVATION lu U - 0 Q _ _ TDB, _ Q z N 2nd F.F.12 v 'r ' r z Lu U.l 0 � p U tY lu N STONE (TYP.) NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-O' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com C N w{{— 0 {-., � �(�M� 1 ZQ Q � O ' a w� rn >w zQ�o�C�' z WJ Ln L Ln I V) —_ Lu U I � � I O U _ z 0Z :2 0� ry Q n I C ' U Z 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 =30.18) 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. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE i DESCRIPTION 09-29-09 1 1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNfT 1.529 ST. JOHN �7 14 1 1 L� HANGER CONN. AT FLOOR TRUSSES VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 FA THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 H O /0/ t-/ r L0 r- �„ *' El2*= �O• A OR I - - -- .ems, ,�/� 1,,•�,���Cs? JLJ ROOF PLAN SIDE ELEVATIONS 11 SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DZ REVIEWED BY: TH 4 III I 'I FOR CONTINUATION, SEEFOR CONTINUATION, SEE FOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER I EACH UNIT. (TYP.) EACH UNIT. (TYP.) EACH UNIT. (TYR) �I i I i 91 -- ---- I ------------------------------------- ------ — ----- - - - - - - - - - - J �I I - T7----- ------- DIAGRAM BELOW i (SEE ELEC. R15ER METER BANK) i I II I I I FOR CONTINUATION, SEE f ELECTRICAL PLAN PER EACH UNIT. (TYP.) A MIN, 22' BELOW FF. VERTICAL SEPERATION FROM ANY / ALL UNDERGROUND UTILITIES. (TYP.) li ; I ICI I - -- --- ---- 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1371 - ST. CROIX 1-1/2" M WITH (3) 2/0 AL. XHHW CONDUCTORS n) % AWE c,ND (TYP. To UNIT PI O O 125A, MLA. C 120/240v era 1 ® IP, 3W M O M O NEMA 1 24 CKT. 6flA Wa eTYPICAL FOR ALL 19D UNITS METAL COLD 2/0 CU BARE TW%-OUT WATER PIPE 5/8' x 10' STEEL CU W RODS _. XFRMR (2) 3' PVC WITH (3) 0 3W MCM AL CONDUCTORS EA —11 10 UNIT RISER DIAGRAM (TYR OF TWO LOCATIONS) SCALE : N.T.S. FOR CONTINUATION, SEE ELECTRICAL PLAN PER EACH UNIT. (TYP.) I 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1,3/U - 31. k KVIA 1371 -ST. CROIX ELECTRICAL SERVICE PLAN SCALE = 3/16' = 1'-V DIAGRAM BELOW (BEE ELEC. R15ER METER BANK) DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com i 4 N W Ln z > M �Q�O C GQ. W QQI- ZQ � � n ZC7Q Lu p -i WCDJ w J Ln Ln w U :E v) 0 U z 0z� 0 ry j I 0 r�rll z C) � I U 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. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 0l-T3-T1 2.00 ADDED UNIT 1529 ST. JOHN VI IV 161 II1 LV• ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH CD M 1� L J T CKT� ELECTRICAL i=ANEL 5CHEIDULE: CKT! PER UNIT- 125 AMP 24 CKT. 0 DESCRIPTION DESCRIPTION N` u, t I I 1 DRYER V 30A z RANGE / OVEN 6 50A 2 3 4 ` 5 6 CONDEN50R INIT 10 30A 2 WATER 10 30A 2 HEATER e MASTER SUITE Q p SA I 9 AIR HANDLER / 0 30A 2 12 BEDROOM / SMOKE (D 2 15A I II HEAT STRIP II I� DETECTOR O Il CLOTHES WASHER 12 20A 1 14 1LU�1 DISHWASHER 0 20A 1 13 BATHROOM Q 12 20A I t5 DINING ROOM 2 20A 1 16 KITC4N / CU MAM MICE / OUTSIDE ai02 rs p 20A I n Ist FLOOR 12 15A 1 16 LIGHTS �1 KITCHEN Q2 12 20A I 19 DISPOSAL 0 15A 1 20 LIVING ROOM V 15A 1 22 REFRIGERATOR 2 20A 1 21 MICROWAVE OVEN 2 20A 1 43 2nd FLOOR 12 r,A 1 24 LIGHTS PANELBOARD NOTES: DEDECATED A -.CJ. CIRCUIT 5 KW FEAT STRIF 0 DEDECATED w.I. CI arr RESIDENTIAL LOAD CALCULATION 1310/1311 - ST. CROIX General Lighting 1311 3 4113 Laundry Circuuit I 1" 1500 Small Appliance Circuits 2 1500 30M Total Small Appliance 4 General Lighting 8613 RANGE I 8000 8000 pryer 1 5000 5000 Special Circuit 0 0 0 130M Fixed Appliances Water Heaters I 4500 4500 Dishwasher 1 12W 12W Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 280130 VA FIRST 10 KvA OF GENERAL LOAD a IM. 10000.0 VA REMAINDER OF GENERAL LOAD a 40% 1�292 VA 5 kvA OF HEAT a 40% 2000.0 VA TOTAL W29.0 VA US divided by 240 equals 80 Demand Amps ELEC. METER SANK (SEE PG 5 SERVICE PLAN FOR LOCATION) - - \ 223 � 16 SD \ ii 11 \ FAMILY ROOM - I STD. SURFACE MNT. LT. UP 18 O O 22 I ` FAN/LIGHT 0,, LIGHT J PRE -WIRE 6&8 WALL MOUNT 22 i LIGHTING PER SPECS O.F.I. 22 1/2 f3ATH i =FOYE R SUS. MNT. � I --- 6 1 ELECPANEL ,B . o - --- - - T = - - ,9 F.I. 1s I 1 O O 0 r �a,-.. 20 r 1 _ a4 I I 23 N ANt PED 19� O 6.F.1. ,' � � 1 , r r � r DINING ROOM 6.F.1. �, - ----+ . -- - - © e KITCHEN O 2 A/ DlScouu. �, O 1- ` SET DETAIL 'A' FOR REAR UNIT CONFIG. 1 st ELECTRICAL PLAN - 1370/1371 - ST. CROIX SCALE:: 1/4' = 1'-0' - -� 6-0x6-8 SGD db-- I C 117il i _eotr n tr 18i 8'-O'x Y-O' PATIO CON. PAD ,REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE:: 1/4' = 1'-0' - ILI - O O M. BATH r � I` MASTER SUITE WALL 6- I 15 MOUNTED LIGHT PER - I ^ ll C ,5 - - / SPECS O SURFACE - \ MNT. LT. ALL — — — — FAN/LIGHT PRE RE - -WI - \ � j \ SPECS =' 15 ,. 1 15 - DELI# TES CD __.Old ➢! SD SID L ,06 - -- CH III 1 II 24 24 24 - - - 24 15 M O O �O _ I W.LC. 1&3 24 WALL MOUNT or - DOOR HEADER � � ' �-- I iRS1DE SD O 1110&1 l �I O O STD. SURFACE \ �. SURFACE STD. O MNT. Lt. SURFACE 2a ©v MNT. LT. � 24 � FAN/LIGHT O � J PRE -WIRE � FAN/LIGHT PRE -WIRE, J I r I i BEDROOM 3 BEDROOM 2 2nd ELECTRICAL PLAN - 1370/1371 - ST. CROIX 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.donscoengineering.com i o N C) W fn fn Q 0 L-Li n z a Ly ¢ ate' Z 10 N z�w wLnJCDV Ln N U (� 0 U Z I 0 I Z O � I Q � I 0 U Z v� J U 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. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 Ol 13�-11 2.00 ADDED UNIT �1529 ST. JOHN- VERSION NO. 2.00 / Ol .13 1 1 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1370/1371 - ST. CROIX SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 6A L - ____ __11 r O 0 F_ O O O r CO O M r- LO T CKt# ELECTRICAL PANEL SCHEDULE CKT! 0 PER UNIT- 125 AMP 24 CKT. DESCRIPTION DESCRIPTION 3 u 3 ul 1 2, DRYER Im 30A 2 RANGE / OVEN 6 50A 2 3 4I 5 6 CONDENSOR UNIT 10 30A 2 WATER 10 30A 2 HEATER BI,I MASTER SUITE ,0 u 15A 1 9 10 AIR HANDLER / NEAT STRIP Q 10 30A 2 BEDROOM / SMOKE Q 9 �,A 1 u >Z DETECTOR CLOTHES O 20A 1 14 DISHWASHER 12 20A 1 13 WASHER BATHROOM Q 2 20A 1 15 DINING ROOM 12 20A I lb KITCO i CU KANTA42 i OUTSIDE ounErs 0 2 204 1 n Ist FLOOR a U I 18 L64TS KITCHEN Q 12 20A I 19 DISPOSAL O 15A I 20 LIVING ROOM O 19A 1 22 REFRIGERATOR 12 20A 1 21 MICROWAVE OVEN 12 20A 1 23 2nd FLOOR 12 SA 1 24 LIGHTS PANELBOARD NOTES: 0 DEDECATED ARCI aFaIT Q 5 IOU FEAT STRIP Q DEDECATED wi. CRCUIT RESIDENTIAL LOAD CALCULATION 1530 - 51E5TA KEY General LigRirlg 1531 3 45113 Laundry Circuit I Ib00 1500 Small Appliance Circuits 1 1500 3000 Total Small Appliance 4 General Lighting ws RANGE I 8000 am Dryer 1 5000 5000 Special Circuit 0 0 13000 Fixed Appliances Water Heaters 1 45M 45M Dishwasher 1 1200 1200 Disposal 1 160 lb0 6460 TOTAL GENERAL DEMAND 18,553.0 VA FIRST 10 KVA OF GENERAL LOAD s lor. 100W.0 VA REMAINDER OF GENERAL LOAD a 40% 1,4211 VA 5 kVA OF HEAT 040% 2OWD VA TOTAL IS,421D VA IS,421 divided N 240 equals 61 Demand Amps I A/C, D15GONN. , "f 0 - COVERED PATIO ,a or -A. 1 c i9 19 •.I✓p15P 13 CD Cl 2&4 , KITCHEN r 46' 23 i I an. GD � I -.36 CED 16 � 1 II I I I ,s 16 ' DINING ROOM WALL MOUNT LIGHTING PER SPECS 6F.�. 1/2 BATH ,a 1 15 5 I - --- -� LIGHT18 -Et'ANEL - UNDER STAI EL D - -- - - �3 UPTO �•' SD �� LIGHT I ; 22 TTTTTT I I 22 FAMILY ROOM/ v J zz FAN PRE -WIRE 1 I 1 1 I I I - - - - - - FOYER GD 6F.1. WP. '0; ---- ,e ' ENTRY - 1 st ELECTRICAL PLAN - 1530 - SIESTA KEY SCALE : 1/4' = 11_011 CD I BEDROOM 2 I STD. I ! II SURFACE MNT. LT. FAN/LIGHT �/' ' ' \� \PRE -WIRE ` V> SD _ PROVIDE ARTIFICIAL LIGHT STUDY CAPABLE OF PRODUCING AN SD AVERAGE ILLUMINATION OF 6 FOOTCANDLE5(6.46 lux) OVER THE AREA OF THE ROOM AT A SURFACE HEIGHT OF 30 INCHES (162 mm) 24 MNT. LT. I 1 FRO ABOVE HE FLOOR LEVEL PER `/ \; FANLIGHT PRE -WIRE I , I' III I fit - - T _ 24 — 1&3 r F — 11 BATH WALL MOUNT - LIGHTINC PER SKCS '$ - r o - 15 -- OFT -- -- 1 I l II ,. 0za DON TO / SWITCH za 15 15 11 on >>7-4 � - SD - - , M. BATH I _ -19I 1 I I I I sO WALL MOUNT I - LIGHTING PER SPECS % MASTER SUITE O STD. za / \ / I SURFACE MNT. LT. FAN/LIGHT < / \J PRE -WIRE 2nd ELECTRICAL PLAN - 1350 - SIESTA KEY SCALE : 1/4' = 11-0' DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i O N Z O 0- LU W M l HQQ� W uz � Ln Ln Ln W U V) I 0 U I 2 v) Z � I > cn f— I O::D Z L Y- (D I Q � V) Q I Z U I J U W I 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. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 ! 2.00 ADDED UNIT O1-13 11 - 01 - 29 ST. JOHN VERSION NO. 2.00 / 01.13.11 i I I SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH 6B O I— C) 0 r 0 0 r O r LO - CKT! ELEGTRIG AL PANEL SGNEIDULE CKTO PER UNIT- 125 AMP 24 CKT. DESCRIPTION � � � DESCRIPTION � � 1 z DRYER 10 30A 2 RANGE / OVEN 6 50A 2 II I� l--U--II 3 4 5 6 W_ CONDENSOR WIT 10 30A 2 WATER I0 30A 2 LHEATER e MASTER SUITE 0 a SA I 9 10 AIR HANDLER / HEAT STRIP 10 30A 1 BEDROOM / SMOKE (D v 6A 1 II 2 DETECTOR U1 DISHulA51ER 12 20A 1 13 CLOTHES WASHER a 20A 1 14 BATHROOM (D 2 20A 1 15 DINMG ROOM 12 20A 1 16 KITCO / CU MANTAHM l O OUTSIDE an n 20A I n 6t FLOOR a 6A I IB 2 O p c� KITGFEN Q 0 20A I 15 DISPOSAL IQ 15A I 20 REFRIGERATOR 2 20A 1 21 LIVING ROOM a 15A 1 22 MICROWAVE OVEN 20A 1 23 2nd FLOOR a EiA 1 24 2 LIGHTS PANELBOARD NOTES: QQ DEDICATED AF.CI CIRCUIT 5 KW FEAT STRIP Q DEDECATM W.J. CKIN RESIDENTIAL. LOAD CALCULATION 1531 - MARTINIQUE General Lighting 1531 3 455 Laundry Circuuit I 15@0 Bw Small Appliance Circuits 2 1500 30M Total Small Appliance 4 Gewal Lighting W93 RANGE I 8000 Mw Dryer 1 5000 5000 Special Circuit 0 0 Fixed Appliances Water Heaters 1 4500 4500 Dishluasher 1 1200 1200 Disposal I 11 160 6460 TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD 6 100% REMANDER OF GENERAL LOAD s 40% 5 kVA OF NEAT a 40% 28,%30 VA MOO VA 1,4212 VA 20M.0 VA TOTAL 19,421.0 VA 19)29 divided 4 240 equals W Demand Amps A/C (' 015CONN. 587 COVER PATIO 17 !I z2 FAMILY ROOM STD. SURFACE MNT. LT. FAN/LIGHT PRE -WIRE WALL MOUNT 22 LIGHTING 15 PER SPECS SURF. - - MNr. � al CH ELEC. `frbFl. PANEL 1 & 3 ` , 5 1 ,a ` 1/2 BATH Q 3' P U TO sas I 1 'I I L IGHt SDtD,1s �. 4&) I I i DINING ROOM I I i / I , I I -- I i i6 t6 LOW v +?J6 z, KITCHEN_ I � I 17 e 2&4 22ov. t7 < 23 48� _f 20 MID �' O K � 19 -- CID I i 13 6 F.1' 17 W.P. ,7 n ENTRY 1s FOYER GD 1st ELECTRICAL PLAN - 1531 - MARTINIQUE SCALE : 1/4' = 11-011 1, BEDROOM 2 II I II �A za STD. CD SURFACE MNT. Lt. FAWLICzNT , ;= PRE—WIRE�� =� I / WALL MOUNT I LIGHTING 1 PER SPECS 11 % 1, ,s *D, BATH . I FLEX SPACI I SURFACE Y CD �J 1 MNT. LT. i FAN/LI6HT PRE -WIRE I , �I. I 11 O HVAC o WALL MOUNT [1 LIGHTINrs I 11 15 - -- PER SPECS ;. S1 - .I. ,s — — _)_ - - O M. BATH I I � I \ O � r s0 �� STD. CD SUWACE �\ % MNT. LT. v \ \\ FAN/LIGHT MASTER SUITE - 'I O - -- - - -- -- GD --- I I I I , PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLE5 (III lux) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (162 mm) ABOVE THE FLOOR LEVEL PER FRG 303.1. 2nd ELECTRICAL PLAN - 1531- MARTINIQUE SCALE : 1/4' = 1'-0' r 7 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i N z o III N � r j M D Z oo�� aw�Q, > w� Z2 � n w w�� J�� Ln N II Cw U O U Z V.) 0 Z :2 ZD <<� Q L ^Q � i V) C U Z cn I J U w V- 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. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 T 2.00 ADDED UNIT O1-1311 1529 ST_ J_OHN VERSION NO 2.00 / 01.13.11 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1531 -MARTINIQUE SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ REVIEWED BY: TH A C) r- 0 O T C) O T� CD 0 T LO CKT! ELECTRICAL PANEL SCHEDULE CKt" 0 PER UNIT- 125 AMP 24 CKT. E DESCRIPTION f� � " � $ �`i � DESCRIPTION � I 2 DRYER V 30A 2 R" /OVEN 6 50A 2 3 4 U 5 6 CO ODWR WIT m 30A 2 WATER 10 30A 2 HEATER a MASTER SUITE (D u SA I 9 iv AIR HANDLER / O 10 30A 2 'D p ,A t BEDROOM /SMOKE II HEAT STRIP DETECTOR �-LJl 12 20A 1 13 CLOTHES WASHER 2 20A 1 14 �Lll DISHWASHER BATHROOM Q 2 20A I r, DINNG ROOM 2 20A I ib CAN 0 n Q 220A I OOR a 15A 1 16 1-t� KITCHEN (D 2 20A I 19 DISPOSAL 2 15A 1 20 REFR*ERATOR 12 20A 1 21 LIVNG ROOM @ 15A 1 22 MICROWAVE OVEN 23 2nd FLOOR 9 15A 1 24 2 20A 1 LIGHTS PANELBOARD NOTES: Q DEDECATED ARC1. CIRCUIT Q 5 KW 4EAT STRIP Q DEDECATED Gn CIRCUIT RE51DENTIAL LOAD CALCULATION 1529 - 5T. JOHN Ciewal Liking 1531 3 455 Laundry Clrcuuit I I" I" Small Appliance Circuits 2 1500 3000 Total Small Appliance 4 General Lighting 9093 RAWSE I ww 8000 Dryer 1 5000 5000 SPecial Circuit 0 0 13000 Fixed Appliances Water Heaters 1 45M 45M Dishwasher I 1200 1200 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 28,%3.0 VA FIRST 10 KvA OF GENERAL LOAD a Im. 10,MO.O VA REMAINDER OF GENERAL LOAD a 40% 1,4212 VA 5 kVA OF HEAT 9 40% 20M.0 VA TOTAL 1%4210 VA 19)29 divided by 240 equals W Demand Amps AX t D15GONN. I I 5&7 j COVER PATIO I 18 i8 ,7 I 6.F.1. II ow. I� 22 II FAMILY ROOM 2z 1 <� /�STD. % SURFACE ,8 MNT. LT. I FAN/LIGHT zz I PRE -WIRE i ' I I / / 22 1Z., I 22 22 - 17 22 LON ,3 6F1 r) 20 6F.1. 22OV. KITCHEN =& z3 / + 48' i7 M - - 6F.1. 21 19 III. 18 1/2 BATH !CH ---� 15 t8 I SURF. -- I MNT. ELEG PANEL I zz 15 WALL MOUNT -- - sas — ii�I LIGHTING 16 ( PER SPEGS ,a UP TO 41_6l' LIGHT I I I �I I DINING ROOM 16 \ „ 1 16 ENTRY ,Q FOYER - — - ' ,a 1 st ELECTRICAL PLAN - 1529 - ST. JOHN SCALE : 1/4' = 11-0" II ALT. KITCHEN LAYOUT SCALE:: 1/4' = 1'-0' BEDROOM 2 STD. UiPz4 v III I-Q SAGE „ MNT. LT. FAN/LIGHT </ PRE -WIRE \ \ 1 WALL MOUNT „ LIGHTING ` PER SPECS - - - - - - - ,5 BATH W WALL MOUNT - 15 3 SD n LIGHTING PER SPECS I � � za M. BATH -�-� ' 1y CL F 24 „ 24 _ I SD O, / I b � I ; SURFACE MNT. LT. - FAN/LIGHT PRE -WIRE I I ❑T' � �I 1 MASTER SUITE Duo T I �I Ili s 2nd ELECTRICAL PLAN - 1529- ST. JOHN SCALE : 1/4' = 11-0' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i O N w O�� rn G . zao'Li F/-I rR5; a>a' Lou' QQF—v Z� �N Q z J LU J�� Ln (Z) ---� U U v) O U >Z 0 Z � Q � U Z cn I U J U THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. i SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 01-13-11 2.00 ADDED UNIT 1529 ST.-JOHN _ -- - - VERSION NO. 2.00 / 01.13.1 1 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1529 - ST. JOHN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DI REVIEWED BY: TH 6D O r O O C) C) T CM e— LO I J/U - J 1. Q;KUIX 1371 -ST. CROIX 0IMEN510N STRING 2 SAW CUT LOCATIONS TO LEFT SCALE : N T 5. 1530 - SIESTA KEY DIMEN51ON 5TRING PULL TO RIGHT 1529 - ST. JOHN tan, 4- 1531 - MARTINIQUE 1531 - MARTINIQUE FOUNDATION PLAN SCALE : 3/16' = 11-0' 1529 - ST. J O H N 1530 - SIESTA KEY 10/U - 31. I..KUTA 1371 - ST. CROIX 10 IN WIDiN SAW CUT EXPANSION JOINT. CUT TO BE MADE WITHIN 24 WOUR5 OF FINISHING CONCRETE. CONCRETE SEE GENERAL NOTES AND MIX REMIREMENTS FOR PLACEMENT. NOTE: SEE 'UNIT' DETAIL PLANS FOR 1/4' SCALE FOR 3/4" IN DEPTH ALL DIMS. FINISHED CONCRETE FLOOR 1.4x1.4 WIRE MESH �OR F15ER MESH IN MIX SAW CUT EXPANSION JOINT SCALE: N.T.S. s DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoeng'ineering.com i o N {W_. 0 Z Qou- r" I �aQ Z Lu �Z �J V LLnn Ln Ln F- �o? Q V) U z v� 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 DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE T1 IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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: I DATE DESCRIPTION __ 09-29-09 1.00 2007 FBC UPDTATES 01-13 11 2.00 ADDED UNIT — VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 �e % • �' F • y dy, �nnina� SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ/LV REVIEWED BY: TH S100 0 T O O r 0 1 'r^^ 1 C) M r Ln r 5/31Iq -4- 1714'-b' 14'-b' 14 6° 14'-b' 14'-6' 21'-10' 3'-0' 34" 6' II'-6' 3' 0' Il'-b' 3'-0' (51M. MOOR 3' ®k3' ®' (SIM. M/44' TAPCONS (SIM. 111/1144' TAPCON5 (SIM. 111/1/44' TAPCO15 (SIM. W/I/4'x4' TAF'CONS 3'-O'x3'-V (51M. VLOOR TRUSS PARALLEL TO WAIL) 3' mk3' ®' lm' 6' r m' c c, PAD ° 9 I6 O.C. IN LIEU OF s3 XPANSION BOLTS ISIM. SEE (SIM. SEE 16 O.C. IN LIEU OF STRUC N D EXPANSION BOLTS s3 9 16 O.C. IN LIEU OF (SIM. SEE D NOTE s3 EXPANSION BOLTS 151M. SEE 9 16 O.C. IN LIEU OF c 5TRUC. N EXPANSION BOLTS s3 cart PAD / '-0' TRUSS PARALLEL 3'-V,3'-O' TO WALL) (SIM. W/1/4'x4' TAPCONS (SIM. 5 - (SIM. SEE (SIM. W/1/4'x4' TAPCONS 1 V-Vx3'-0'1 CONG.PAD 9 Ib' O.C. IN LIEU OF 3 ScTRUC. 0 c STRUC. NOTE w3 FOR "3 FOR ss 5TR11C. N 16' O.C. N LIEU OF CarC PAD J Carr. PAD 6 i ss 3 \ i 3 "3 �R \ Ss T 1 7(j� EXPANSION BOLTS r3 FOR i T 03 FOR LINTEL SIZE \ INTEL SIZE) 3 \ "3 IV BOLT ss LINTEL IZE LINTEL SIZE \ LINTEL 51ZE o - - - -- -- _ s3 �i LINTEL SIZE) y� - ■ ■ -- ■ ■ ■ ■ ■ ■ r' ■ ■ ■ * ■ \ ■ / ■ ■■ 7 ■ ■ ■ ■ ■ 3CONCPAD� - /------ - - - - -- ---- /------ - - - - -- ----- --------------- - --\ {------------ --- --- ---------------- \ ---------------_A� 10 10 I __. II�■ ■ ■ ■ ■I ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ r 0 6 7- 16k16k24 HKH o (SIM. 111/1/4 x4 TAPCONS i \\ (SIM. 111A/4 x4 TAPCO45 wW fww BASE � (SIM. W/1/4'x4' TAPCONS o 0 Ib' D.C. IN LIEU OF p p e 16' D.G. IN LIEU OF o (SIM. W/I/4'x4' TAPCONS PILASIER ABOVE I --, - - s3 * s3 EXPANSION BOLTS s3 s3 EXPANSION BOLTS ■ s3 s3 rll Lam' 6 v 2 Ib'x16k24' HWH Sam COLA► Ir BASE IN Q' FDW PILASTER ABOVE 6 car- AD� WOOD BEAM SEE PLAN FOR CONN. TO COLUMN ,, TA.C. is 10'-4' AFF. (�/ ■ 9 Vo O.C. IN LIEU OF 916 O.C. IN LIEU OF ■ 'VI - - EXPANSION BOLTS (SIM. W414'x4' TAPCONS (51M.114/4'x4' TAPCONS EXPANSION BOLTS - Ib O.C. IN LIEU OF a VOL. IN LIEU OF ■ --- - -- EXPANSION BOLTS EXPANSION BOLTS c I I 5M't UV 1RI155 I BM010-4 �, i I ■ r S1.1 T s'-03'0 1 CO C. PAD cONC PAD ■L - 6 Ibklbk24' WW wLm calm BASE W/ n' Ia7w PILASTER ABOVE SK W/ TRILS!'i C ■I M o 0'-4' S1.1 2 AFF. J 6 S6 1 (SIM. W/FLOOR r _ (SIM. MOOR �8 7 --� ss TRUSS PARALLEL I - - ' II TO WALL) ■ * s3 7 * 7 s3 ■ ■ ■ TO WALL)) TRUSS PARALLEL 7 _771-777- ut IlV TRM S1.1 .5% a I0'-4' AFF. I (51M. W#LOOR (1 TRUSS PARALLEL s TO WALL) 21'-10' 1370 - ST. CROIX 1371 -ST. CROIX 7 S6 7 a 7 BOB. o 12 - AFF. AFF. ' 12 II - s 0 - ■ AM a * AFF. -- * --- 1 1 - ■ ! I -- - -■ S1.1 ■ B ■ J ■ B B ■ ■ S1.t S1.1 S1.1 ■ 11 1 27 ---- * - --- 1 11 s3 1 11 - - - - - - - - 11 1 s3 11 1 r a - 3 2 2 e e 2 ■ 2 ■ ■ ■ ■ 61 IN Ell ■ —mT ■ 01 1 Is ■ _ ■ -..■ ■I I ■ 4 Llr1 1 4 4 1 1 4 4 COLUMN SPACER--" HURRICANE STRAP PER PLAN DO 00 TA.C. • V-4' AFF. O a1 COLUMN FILLED W/ GROUT. SEE PLAN FOR SIZE 4 SPEC. (SQUARE COLUMN IS SHOWN) ENTRY COLUMN TO BEAM A SCALE : N.TS. 1 8'•2' 8' 8"L 8'-2' 14'•6' 14' b' 14'4' 14'-b' 14'-b' 65'-4' 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN MASONRY WALL 1 1 st FLOOR STRUCTURAL PLAN SCALE : 3/16' = 1'-0' 1' X P.T. BASE NAILER H I 1/Ib' O.SB FIRERATED OR REG, PER ROOF PLAN SEE ROOF NAILNG SCHED. ON 54EET SNI PRE-ENGINEERED ROOF TRUSSES 9 24' O/C MAX. • SYSTEM .42 USP HTA20 OR EQUAL FLOOR R-30 NSULATI TRUSSES P.C. LINTEL PER PLAN J (3) 8d TOE NAILS 2X4 P.T. LEDGER WA14' DIA. X 2 3/4' TAPCONS 9 8' 0/C. MASONRY WALL B WALL TIO SECN SCALE : N.T.S. 65'-4' 1530 - SIESTA KEY VAPOR BARRIER BEHIND GIRDER TRUSS -PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ Y4' x 2%' TAPCONS 9 8' O.C. INTO CMU USP MP34 9 EA TRUSS PRE -ENGINEERING TRUSS W/34' CANTIVELER MAX. W Ibd TOE NAI INTO GIRDER 9 EA. M55 1/Ib' 0.5.8. W/ sd 9 8' O/C 4 CEILING DRYWALL ON TOP W/ 1-3/8. DRYWALL NAILS OR DRYWALL BEAM PER PLAN SCREWS 91' 0/C. ENTRY ONLY. PRE-ENGINEERED GIRDER TRU65 BOTTOM CHORD W/y' x 2%' TAPCONS 9 8' OL. INTO CMU DIM_ VAIZIES SHED ROOF @ S.G.D./ENTRY DETAIL SCALE : N.TS. I !. ■ 'T �/ 5 M 2 - 5M. llV 1RIlS6 v M l0'-4' S1.1 I AFF. ■ ■ 16k1bk24' HRH S'1M COUP BADE uu a' Raid i PILASTER ABOVE 6 ■ 3'-0'x3'-®� Care PAD J (SIM. DFLOOR PARALLEL 1 TO WALL) 1370 - ST. CROIX 1371 - ST. CROIX 1-3/4' OR 2-1/2' PLYWOOD OR 055 FILLED CELL W/ -- (1)5 VERT. A (2) 2' x b' BEAM Wl (6)10d COMMON NAILS is EACH END ,;AATACH 2' x b' JOIST TO BEAM W/ (6) d TOE NAILS 9 EACH END (TYP) 2' x b' JOIST 9 24' O.C. MAX 6.m NOTE: 1) PLATFORM 15 DESIGNED FOR A MAXIMUM WEIGHT OF 250 lbs. 2) ALL WOOD MEMBERS ARE PRE55UIR TREATED 3) REFER TO RETROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x 6' S.YP. t 2 W/ l6)10d COMMON NAILS* EACH END 4' x 4' POST W/ 1/2' DIA ANCHOR BOLTS 9 24' OL. INTO FILLED CELL W/ (1) 5 VERT. D ALT A/C PLATFORM DETAIL SCALE : N.T.S. �I I i i DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com wo ZLJLO^ r>-.�MC Q� awdQ, z �aa�! Z w UjCD In Ln i V) .—. Lu (� O U Z LL O < LL U Z Q' U J w V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201)-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 01 13-11 2.00 ADDED UNIT ST. JOHN -.1529 I -- - VERSION NO. 2.00 / 01.13.1 1 CA 25948 I SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei I IRWIN J. BENSON, P.E. #49758 I i ,`��°1NINRIS'�AL: �, a• �.yor II i� � • r No. C)OU i 1 st FLOOR I STRUCTURAL SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DZ/LV REVIEWED BY: TH S1.1 I 0 0 0 O 0 0 1 r 1 M LO I- 031h 2nd FLOOR STRICTWAL NOTES CIRCLED NOTES ARE KEYED TO FLAN. 11. PROVIDE (1) 5 CONT. N FILLED PRECAST LINE W/ 2' IECE66 AND (1) 5 CONT. N FILLED K.O. BLOCK ABOVE Q 8' X 8' PRECAST LINTEL 1W 2' RECESS FILLED SOLID 130'-a' WKsROUT 4 (1)5 CONT. N FILLED KO. BLOCK ABOVE. NOTES, POMR BOX LINTEL (18 GAUGE) CAN BE USED N LIEU OF PRECAST LINTEL. FOR THE EQUAL DEPTH AND RENFORCEI ENTS AS INDICATED ABOVE (REFER TO ROVER BOX LINTEL CATALOG FOR MORE NFOR14TIOW ALL F'LlA'IBNG, ELECTRICAL, AND MECH4WICAL ROUGH -INS MUST BE COI'PLM NSPECIED, AND APPROVED BEFORE REGIIESTMG THE FRAMING INSPECTION (F ER FBC 1093) LEGEND: LL BEARING FRAME WALL A m FRAMED WOOD WALL • MASONRY SHEAR WALL (BLOCKS BETWEEN FLLED CELLS ARE NOT TO Fil BE FILLED, UNLESS NOTED ON PLAN) • 5 VERT. N FILL CELL 5C= 1310/1311 - 5T. CROIX 5-- 1530 - SIESTA KEY M-- 1531 - MARTINIQUE 5J= 1529 - 5T, JOHNEz 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 -MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 - ST. CROIX 2nd FLOOR STRUCTURAL PLAN SCALE : 3/16' = V-0' ■ 0 a MASONRY STEP DETAIL Ir- 21'-I0' 14'-b' 14'-b' 14'-b' 14'-b' 14'-b' Id'-b' 21'•ID' 21 4'-4' 3'-I0' 3'-2' 2'-B' 3'-10' 4'-0' 3'-5' T.O. 4'-I' 3'•9' 1'-0' 3'-9' 3'-9' 3'•9' 3'-9' 1'-0' 3'-9' 3'-9' 1'-0' 3'-9' 4'-I' 1'-0' 3'-5' 21 4'-0' 3'-10' 2'-8' 3'-2' 3'-10' 4'-4' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - J ISIM. WIFLOOR TRUSS 21 M � ISIM. SEE 21 ss � ISIM. SEE 21 s6 ISIM. SEE $MEET Sl.l FOR � m ss m ISIM. SEE � SHEET SI.I FOR 21 ss 21 (SM. SEE � ss 21 (SM. SEE � , ss 21 (SIM. WIFLOOR TRUSS J ss ss PARALLEL TO WALL) ■ SHEET Sl.l FOR ■ SHEET $I.I FOR ■ LINTEL SIZE) ■ SI ) ■ LINTEL SIZE) SHEET SI.I FOR ■ SHEET SI.1 FOR . TO � ■ PARALLEL WALL LINTEL SIZE) � II LINTEL SIZE) LINTEL SIZE) � LINTEL SIZE) 21 ■ ■ ■ I, ■ ', ■ ■ ■ 21 '" ■ F S6 e I' I I a F ■ S6 p v v v II v v 9 ■ a J i i I _ I J S6 r.; , 0 T 21 I ■ B (SM. W/FLOOR s6 TRUSS PARALLEL II s 1 e (SIM. W/FLOOR ss PARALLEL ■ To WALL) L L I' q.0q-0q_p 4'-0' 4'-B' - I � ■ II I ■ ■ ■ ■ _ T - 4'-B' , 4'•®' 4' 2' q'.p'- I - -- 21 ■ L ■ ■ ■ ■ ■ ■ 21 'Il a Q 0 ;� - - o a a o I- 0 - ■ o ' I 0 mco S6 S6 ■ v v v v v < ■1.0 S6 S6 21 s1.2 21 21 st2 21 21 s1.2 21 ISIM. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ (SIM. ■ W/FLOOR J ■ ■ OORPARALLEL621 21� 222222 2221 jj_LETO ' WALL)O WALL) ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 4'-4' 3'•10' 3'-2' 1'-a' 3'-�' 4'-0' 4'-0' 3'-10' I'-0' I' -I' 3'-10' 9' 8' 3'•10' I'-2' I'-0' 3'-10' 4'-0' 4'-0' 3'•10' I'-0' I'-2' 3'-10' 8' 8' 3'•I0' I'•2' I'•0' 3'-I0' 4'-0' 4'-m' 3'•I®' I'-0' I'-7' 3'-10' 3'•10' I'-1' I'-0' 3'-10' 4'-0' 4'-®' 3'-10' 2'-a' 3'-2' 3'-10' 4'-4' 8'•10' 5'-B' 5'-B' 8'-10' B'-10' 5'-B' 5'-8' 8'-10' a'-10' 5'-a' 5'-a' a'-10' 65'•4' 65'-4' I i I I SC� ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i i O N W 0 � � M O zO Q Q L L z Q�� z� w J Ln JLn Ln ------ ---- -- - --- - W U O U i Z I 0z� I �O� o ' U Z I Q _ U J 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 DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION.- - 2011-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 01-13-11 2.00 ADDED UNIT _ 1529 ST. JOHN -. VERSION NO. 2.00 / 01.13.11 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 o IRWIN J. BENSON, P.E. #49758 ENO) g,,SEAI: r, O •• Y ' f a � . 01 2�� � s C) STATE C) �L - --wee C� : �� C1f's i t�� ..'• e-S�w 11f1 e S se!9,T�rw�00R STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DZ/LV REVIEWED BY: TH II S1.2 0 r O O T' O O 1 O T f 130'-8' 21'-10' 14'-(o' 14'4' 14' 6' 14'-6' 14'-6' 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1371 - ST. CROIX 1st FLCD OOR FRAMING PLAN 1529 - ST. J O H N 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX FAI r 7 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com O N W 0t:;�o z CD 0 0 � 0 C5 Q ^ 9 Lu g>W� Z¢aF-v' z�� W J Ln JLn In I —_ Lu O U I _ V) z Oz� O I Q o 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 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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 01-13-11 2.00 ADDED UNIT 1529 IT. i H N 07 14 11 ILHAN ER CONN. AT FLOOR TRUSSES VERSION NO. 2.00 / 01.13.1 1 CA 25948 I SAMUEL A. GREENBERG, I P.E. #34245 I r THUY H. HUYNH, Lf' P.E. #60122 I IRWIN J. BENSON, P.E. #49758 `,fit � • `� 4.�1`{� �- - ~4 '•ENGI N LsEit � ►Pt�; No. 6012 • w • • • cz O ;lot BONA L E J I Raaaan�aaaaaa�V � I SHEET TITLE: 1 st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DZ/LV REVIEWED BY: TH S2,01 W,u GB V / r- TREE FRA"NOTES 130'-8' NJ FjVf, 2 1:,ffff Ci ;j [CA A BE! 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N I I II I� ICI II -- 1 — I■■■III■■I■■�1ilNll1■■I■■�■'�� - -'■I i I ■�� . li INEWEmmmiamm -'■' I II �i'®�■i■I111■iQil�l►\ ,i11■ilaii■ICI■I�ii1■1►\- ��I�ii■I■I11�■I■ri�l►\ 11 Ludim KNEES]■■11 Lti&10'111 II■■1■■II■■��■■�■IIi ,N � -- I I ��I�■����I■�1/II��■I����N����1■��CI�ll��it����III����IIi�L�II�11�■I�I��� I I I I I ■■■�� I ���AMP 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 -MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1371 - ST. CROIX ROOF FRAMING PLAN SGALE : 3/16' = 1'-0' 2-PLY PRE-ENGINEERED GIRDER WEND GRAIN BEARING, 2 x 6 WEB MINA. PRE-ENGINEERED WOOD TR SS 1/2' x 1' WEDGE ANCHOR (MIN. SHEAR = 13400) NOTE: STAGGER ANCHOR$ FROM OPPOSITE 0 -INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER -REFER TO DETAIL A/6I2 FOR MASONRY STEPS DIMENSION. GIRDER @ PARTYWALL SCALE : N.T.S. KLE53 W/TOP FLANGE HANGER (LISP KLE63) GRAVITY CAPACITY = 11320' LE'LFT CAPACITY = 4835f A.F.F. � 11-4' AFF. SCHEMATIC ONLT. SEE TRUSS PROFILE FOR ACTUAL TRUSS. RAISED HEEL TRUSS SECTION SCALE : N.T.S. 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX CIRCLED NOTES ARE KEYED TO MA L ARCHITECWAI- BAdWROWD OF TEE LEVEL BELOW 16 %m FOR RE ERIDa xY. 2. F1 MBNG WARS N HIDDEN LNES REPRESENT 2rd FLOOR PLLMW3 WIRES I COff1,10% PER SMPSMU61' CATALOG (LATEST EDITION). CONTACT EMNER FOR ALTERNATE CONNECTIONS, 4. PFE-ftNM;W WOOD 1RIS6ES SPACED • 24' O/C TYPICAL, lN-E56 NOW OTWII&M 5. SEE FLOOR FILM AND ELEVATIONS FOR ADMOAL ROOF WC<el1ATDL 6. TRUSS TO TRIES ATTACEMENT MR TRJSS MANFAGTLIRER (LU1.0I 1. IIPLFT VALID SHOW AJ2E CA DIATED BASED ON CO MYATWE APPROACH AND CAN BE DIFFMI FROM TRUSS MANFACnWS VALLES a F THE CONTRACTOR TRUSS MA FAC11AiER OR OTEER DWjN PROFESSIONAL REVISE TEE SHOWN NQftTIOK DANSCO DMERIIIG, LLC IS RMWED TO R VIEW ALL RiAL CONSTRUCTICN DOCU' % FOR COPPLLOa WRN DE60 NVIT PRIOR TO Ali OF TEE PROJECT. LE": BLOCK UALL • 111-4' AFF BLOCK K&L a 8'-0' AFF 2imu _i i Nam. • LISP CONNECTIONS CONrECTION MY CONNECTION FASMIEW CAPACITY PER CONK RTA20 1 165 10-101d x 1 V2' HTA20 2 3230 20 IOd x M28 1 562 6-IOd x 1112' 4 (6) 3/I6' X 2 I/4' tapca v KLE 33 1 3U5 (2) 3/4" dla. a301 trough boles Ido ""a 4 (4) 3/4' dia. 8301 through boles Irxa w8mg wall 1.06 1 1 19251 20-16d RTi6 I 1 �Im 16-Sd x I IR' DUPLEX NAILS ARE No. 8 WEE GAUGE (OJ62' DW*MR) AND 3 IR' LONG, DOJBLE EEADED NAIS, 5C : 1310/1311 - 5T. CROIX 5: 1530 - 51E5TA KEY M: 1531 - MARTINIQUE 5J: 1529 - 5T. JOIN DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com a s� z Lu J O N 'Co' ONo Q LL o Q Q � i n znM J J O U Ln LLA . -I to ^ L1J u O U I V) I Z 1 i �5 7� Z 0 Q t� Q U Z cn Q I 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 =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 'i 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-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. I REVISION: UA I L ULSCKIN I IUN 09-29-09 1.00 2007 FBC UPDTATES O1-13 11 2.00 ADDED UNIT - 1529 ST. JOHN VERSION NO. 2.00 / 01.13.1 1 A 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ♦,A���-ENt;IN_EAL: .ye - _ Ca GS° s 'sue �- a'•. ♦ I � v-fin. C? .�♦ -d11va36 �ET TITLE: I ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.11 DRAWN BY: DZ/LV REVIEWED BY: TH S2.2� 0 T 0 O F— C) 1 T 0 r i I. SPEG I F I GATI ONS I. I. GONSTRUCTION : I I I AGI 31z3 O_ BUILDING- GOCF REQUIR M NT5FOR STRUGTURAL CONGRETE I. I. 2. AGI 550-05, ASGE 5/TMS 402-05 & ACI 530.1-05, .ASGE b/TMS 002-05 SPECIFICATIONS FOR MASONRY STRUGTURE5. I. I. 3. ASTM C270-04, G47c-C2, AND Cq0-0I SPECIFICATIONS FOR MASONRY STRUGTURE5 1. I. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOG'D CONSTRUCTION, 2005 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 1.5. FLOP-IDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBC,), 2007 EDITIOrI. (INCLUDING 20001 SUPPLEMENT) 1. I. b. "MANUAL OF STEEL GCN5TRUGTION, ALL01,1A.BLE STRESS DE5ICN", BY THE AMEBIC 4 N INSTITUTE OF STEEL CONSTRUCTION, (A15G) t"ITH EDITION. I. I. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI I-02. I. I. 8. FLORIDA FIRE PREVENTION CODE (FFPG 2007) 1.2. DE51ON : I 2. I AI 31�5- S_ BUILC JC� CODE RECLINTS FOR ST UG UR L �O C T E I. 2. 2. AGI 530-05, A5GE 5ZTM5 �02-05 & AC 530.1-05, ASCE b/TMS 602-05 51PEGIFICATION5 FOR MASONRY 51TRUGTURE5. I 1 3. ASTM r27C C4 C 4-,-02 AND G O-OI _.PEGIFIGATI S FOR iIIIA5J _ NRY - RUC, TLRE- I. 2. 4. NATIONAL DESIGN SF'EClf" :ATIONS (NOS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL AGCOMFAINT'IN6 SUPPLEME"ITS. 1. -2. 5. YWOOv r F51,, 5^F FI rT1 I5 1APA ) 1. 2. 6 FLORIDA RESIDENTIAL GORE (FRG), FLORIDA BOIL DINCT CODE (FBC). 2G'07 EDITION, (INCLUDING 200N SUPPLEMENT) 1.3. SHOP DRAWINGS : I. 3. I. THERE SHALL NOT BE ANY DE'.%IATIONS FROM THESE DESIGN PLANS BY OTHERS - DURING THE PREPARATION OF SHOP DRAlNIN65 NITHOLJT WRITTEN APPROVAL FROM THE ENGINEER (-F PEC )RC'. I. 3. 2. ALL SHOP DRA), IRKS APE TO BE SUBMITTED TC, THE ENGINEER OF RECORD PRIC-,R To r,, 7M I - N -' IF OF r NeTRI i T ;N THE _ MEJ Gtr ANT �� � � J.� IC I. 3. 3. ALL R')OF ANC FLOOR TR_55 SHOP DRA<^IIN65 ARE 7C, BE SIGNED ANC SEALED BY A. FLA.. RE6. PE. 41JD SHALL tiGLUD'E : DRAHIri65 AND'A.LGULATiONS, REA:".TIONS 4,ND, BEA.R!NC-� POINTS, BRAGINr� REQUIREMENTS, AND c:ONNEGTIG'N5 TO SUPPORTIING TRUSS t-1EM5ERS 1.4. GENERAL BUILDING NOTES : I. 4. I. OGGUFANCY GLA551FICATON RESIDENTIAL, GROUP R-3 I. 4. 2. EUILDIN( HEI(-�HT IN FEET 8 NUMBER OF 5TORIE5 = = 6O'-O''2-5TORY I. 4. 3. TYPE OF G01`15TRUILTION VE3 I. 4. 4. PART`i WALLS SHALL PRO,,, IDE NOT LESS THAN A 2-HOUR FIRE RESISTANCE RATTING. PLUI`1BIrJC6, PIPING, DUGTS ELECTRICAL OR C,THER BUILDING SER`/ICES SHALL [JOT BE INSTALLED WITHIN OR THROUGH THE 2-HOUR WALL UNLESS SUCH MATERIALS ANC METHODS - EST_ - - _ Ir,.. -rf:, OF PENETRATION H,•=,✓E BEEiJ TESTED IN ACCORDANCE VNIi-H FBC 2007, SErT��IJ ,�.-3. 2. DES I C-7N LOADS 2. I. DEAD LOADS : �. I. I. UNIT WEIGHT OF S IL COM;:�AGTED : 120 PGF ,. 1. UNIT ,, EISHT OF REIrdFOR ED CONCRETE 150 PGF �. I. 3. HT .' F c," ' .L. P _J_K �5 PSF _-WEIC 2. OSUPERIN1PCSEG LOAD 20 PSF -?. 1.5. UNIT WEIGHT OF 2x4 PART!TION HALLS II PSF 2. I. 6. UNIT HEIGHT OF 2xo BEARING WALLS : 12 PSF 2. I. 7. BALGOHIES 8 DECKS : 15 PSF 2. I. 8. TILE ROOF TOP CHORD : 15 PSF r - BOTT-M CHORD IC PSF 2. I. C1. SHINGLE ROOF TOP C: HORD 7 PSF 15OT T Or`'I r .HORD : 0 PSF 1. 1. IO. FLOOR TRU55E5 =, 2.2. LIVE LOADS : 2 2. I. SIDEWALK ANC DRI,,%EI,1A- LOAD : 250 PSF 2. 2. 2. 6ARA_(3E LOADS : 40 PSF 2. 2. 5. PARTITIONED ROOMS : 40 PSF -'. 2. 4. BALCONY AND C'EGKS : ro0 PSF 2. 2. 5. 5TAIR�,IAY5 AND LANI3IHGS : 40 PSF 2. ). kJ. _. 2. 7. FLOOR TRUSS TOP CH,DRD °MINIMUM : 40 PSF 2 2. _�5. ROCF TRUSS TOF Cr+CRP MIN11 I101 20 FEE BOTTOhI , HG D 't'b' ��TC R.- C, PSF N._ f-CON_,URREiIT; 2 3 RAILING LOADS _.-. _ . R -, R'. I A ., ^ I Y :Trf 1 � :-R: - T. ,E ��I �NLC � l I T - AL_ A LINL� ND �.. RC . L 5 _ � E CONCENTRATED L✓AD OF 2,)O -GUNDS APPLIED AT ANY POINT AiL' IN AiJ-i DIRECTIOFN 011 THE RAJUP.1=. 2. 3. 2. ALL RA.ILINS AfJD :: U»RD ;z:7,�!L ST STEP IF ARE TO BE DESIGNED TO L JITHSTAf ID A HORIZONTAL LOAD OF 5G =LF ON THE ±='UARDRAIt_ AND A. SIMULTANEOUS LOAD OF 100 FLF APPLIEC' 1'ER` (-ALLY" DOL,Pq-IARD AT THE TrOP OF THE C,UARDRAIL 2. 3. 3_ GUARDRr,IL SYSTEM SHAL_ BE DE`516NED' TO WITH`-�TAiJD 2C�oC lb G'NGENITRATED HORIZONTAL L.%AD APPLIE-? ON I S-_i. FT. AT -ANY PO:NT IN THE SYSTEM. 2. 3. 4. 2Z.1. 2._ .2 4 �.3.3. ARE I _-, REQUIRED TO BE .APPLIED SIMti_TANEOUSLY, BUT EACH SHALL BE APPLIED T'T �F',DLC,E THE I,-1-XIMUM TREE` E� 1;- THE MEMBER C,0t 1PONENTS. 2.4. WIND LOADS : 2. 4. I. bIIr1D DESI,=N TCi BE GONJL' _-"EL- IN ACCORD'ANGE HITH SECT. R301 OF THE FRG 2G0 i FDJTIC'N (INCLIJDiNG- 200`4 5.)PPLEi-IENT), AND C,ONDUGTED BASED ON A 120 MPH, 3 SECOND GUST, EXP05URE "G". IMPORTANCE FACTOR ''I" = LC,'. ENCLOSED BUILDIrI(:-7 2. 4. 2. NET UPLIFT DEAD LOADS - 'O PSF SHIN,=,LE, 15 PSF TILE 2. 4. 5. v-111`0 LOAD DETERMINATIG'. BASED ON ASGE 7-05 2.5. DEFLEGTIONS : 2. b. I. FLOOR TRUSSES SHALL L1'-117 DEFLECTION TO V3hC, TIMES THE SPAN FOR L_Iv'E LO,AD5 A.ND I/240 TIME'= THE SPra', `OR TOTAL LOAC'. 3. DESIGN METHOD 3. 1. LOAD FACTOR DESIGN : 3. I. I. THE LOAD FACTOR DESIG--i, NiFTHOD WAS USED TO DE516N : ,_AST -IN -PLACE G,:`d_RETE SLABS AND FCiOTINGS 5.2. 5ERV I C,E LOAD DESIGN : 3. 2. I. THE 5ER`✓IGF_ LOAD DE51GN METHOD WAS USED TO DESIGN : MASONRY WALLS At:_- L;NTEL5 INTERIOR AND EXTER'OR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR=RAt1h( ROOF FRAMING, SHE -!,THINS AND UPLIFT 3. 3. LOAD COMBINATIONS FOR LRFD DESIGNS : 3. 3_ I. THE FOLLOWING LOAD GC,'-1BINATIONS T-IERE DESIGNEDFOR : TOTAL DL + FLOOR __ + ROOF LL TOTAL DL + FLOOR _L + VJL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE515T THE ,JOIST LOAD COMBINATION RESULTING 'I THE MAXIMUM STRE55E5 PLACED ON THAT C ,OMPONEfIT. BOTH PARTIAL FULL, AND .'iLTERNA.TING SPAN LOADING ARE TO BE GONSIr'ERED. 3 4. DESIGN ASSUMPTIONS : 3. 4. I. ALL FOUNDATIrON' ,ARE CENTERED 'UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOI,- N OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4. 1. REINFORCING STEEL : 4. I. I. REINFORCING STEEL SHf _L BE ASTM A,k_-15-04o G-RAPE 40, Fiy = 40 Ksi 4. I. 2. LAP SPLICE SHALL BE .-= FOLLOWS: T+-, BAR 25" 94 B.AR 20", #3 BAR IS 4. I. 3. ALL DIMENSIONS PERTAI',r,J,O TO THE LOCATION OF REINFORCING APE TO THE CENTERLINE OF EACH B -.R EXCEPT WHERE THE COVER DIMENSION IS SHOT -IN TO THE FACE OF THE CONCRETE. 4. I. 4_ REINFORGIN6 DETAIL DINIEN51ONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MECHANIC L COUPLERS ARE TO DEVELOP 125 % OF THE RE64flRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4. I. 6. DES16N COVER REQUIREMENTS : C-I-P CONCRETE FORMED AGAIN5T EARTH : 3" C-I-P GONC-RETE EXPOSED TO EXTERIOR 2" C-I-P CONCRETE NOT EXPOSED : 'j". GROUT FILLED MASONRY : %'. 4. I. 7, WELDED WIRE FABRIC (L/,,^IF): A5Tt-1 AIt35-(-,I 4. I. L'). DETAIL REINFCRGEMENT rJ ACCORDANCE WITH AGI 315-LATE5T EDITION. STRUGTURAL NOTES 4. 2. GONGRETE : 4. 2. I. rN r TrP- CO CRE E E 1 'A f IIJ.._ D T MODULES OF ELr+_ Tlr ITY L_ DESIGN f'c.) ' DESIGN (E) G-I-P GONC,RETE (NORMAL WEIGHT) 2,500 P;? - E-50 Ksi rC(� -I-P C�NC.RETE (NORMAL WEIGHT) HEi'NANDO CC. ONLY 30D � Psi 51 Kri i I C-I-P GROUT _ 3OOr, Fsi 3,1 _ Ksi -__1 4. 2. 2. CONGR.ETE SHALL CONSIST OF I" MAi'I IUM AGGREGATE CONCRETE MIX L-i1TH SLUMP BETUIEEN G- At.D 7" .AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA.. 4. 2 3_ GROUT SHALL L•ONS15T OF PEA ROCK ('5/E�" MAXIMUM AG(>REc^ATE) CONCRETE MIX WITH SLUMP BETWEEN B" AND 10" AT TIME OF PLACEMENT. SEE SPEC-IF!GATION5 FOR ADDITONIAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. i 1 TH.0 ;f�R'R: NTAND r"URIN� `7HLL B_ - _v C'I_r_ T u IJ�F ETEFCMINC PLA_-,E 1E ACGOPDArJCE WITH THE 5PECIFIGATION5 AS STATED_ 4 2. 6. EARTH SUPPORTED SLABS (EXGLUC' 1IG F:tiTEROR 1^1ALKL'1A:T"S B DPI " EWA T _5,) : _ U'i HI� NE SG b-J.; r IrREIrFc_.k tE. r OF �-.o x _.+ x 14 I 1F - - it 1 P I it ! � 1 --H R ,I I Mlx r1H,�i � �'-�"r a I C, 1 2 � �. F c+tR E� F E L L_ � J B� L_ EL L .,_,. L.I 1 L �I ..�T D!S�RETION. 4. 2, 7. c _fR TE PL -EM-NT PR;,_'.Tl�E�SH.LL EErl "' ✓'R .-+t,-_F L LL , I- t iCP =r✓04 STANDARDS. 4. 3. N R T GO G E E MA NR 50 Y 4. o. I FILLED CELL-L (Ir u� B-R SHALLE� E LOc,A TE% PER P Ar"J. 4. 3. 2. LOA.D BEAF_PIL CONCRETE MASONRi BL )c-K SHALL BE ASTM �'10-C,I, TYPE II N ,N-r1 01' T R ;NTRo ED. C' 05U EG_ LL 4 . 3. �. - - - ,r- A ��E S 8 : A VITIES i3ELOPd (, t E HILL BE FILLED l^J � � I .F r_TL IJ ALL ALL LL � / STEM I',IALLS. 4. 5.4. THE A -'7REC:4-TE STRENGTH OF THE BLOCK AND MORTAR SHAL_ BE F'rri = I -,06, PSI MR• M IIMI 4. 5. F METHOD, ,_ 1F ARE-E MAS,NPL-�.-�1 EIT <.� -JC r�r NSTRc .7 _. :H �_.- ;HALL BE COt0U1'__TER IN ��'GORDANCE PJITH THE EPEGIFICATIONS AS STATELT. 4- 3.6. f 10RTAR 5HA,L_ BE T'i PE "S" FOR ALL MASONRI COT15TfRJGT ,_�i i. 4. 3. 7. MA=,ONRY RCJJ3L- OPENING MAY ✓AR'' IN THE CR-:,�5 SECTIC'N DIME J �'!C_rN r-7R ELE.'ATION DIMEHJ ,ION SPECIFIED ON THE A PPRCvED PLANS FROM -1,4" TO +1,2' PER _E C,T!ON R60k'11.13 4.4. STRUCTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING "ALL', SPF, fb - r-:75 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF, fb =- U,75 PSI, E - 1200 Ksi 4. 4. 1.2. ALL FRAME I'JALLS TO BE (-ONSTI<UGTEG U511,J -1 SPi= , STUD CLJA.LITY OR BETTER 4. 4. 2. ALL PL'rIJOOL_° U~ED FOR EXTERIOR -�•PPL!GATIONS SHALL BE APA RATED SHEATHING FXP I U.N.C. . 4. 3. =�L_ F'L i I?C'L E - FOR INTER'CP PPLI SUCH SUE, F! < r RiINr -NE-, SHEAF_ , I=*LL _,-ALL BE APA PA.Tr=D HEA i HIPIC_ F_XP I U.N.C. . +. IF: _-E3 BC'ARL _ TC BE USED Ii' FL.- _;E _'r PL T i IOOC' IS TKO Hr= ; E _ :r^IIL, : '✓i�, (;FE-TEFL 'SE('_rJ PROPERTIES. 4. 4. 5. ONLY STRUGT,IR✓.I_ LUMBER TO BE L)�-)EF> FOR ai' EXTERIOR AP I_,' - =�TIG'N. vl ':C' ITN C-OtJTAGT L'llTH CONCRETE 15O R TECEI rE A AR -- .TNDAL v�rR=-Dr PE`,--,ilrE lRE<-,TING. 4. 4. 6. WHEN PRE ENC--INEERED TRUSSES ^.RE CALLED FOR 01 THE FL =rl_, THE r-V-NUFACTIJRER IS TO SUBMIT 5H(3F DRA.WId TO THE ENGINEEF , F RFCC'RD. 4. 4. 7. r _ - L 'r D SI N FA I - .TE AND ERE_.T L"dU �C R_ E5 IN AGGC C t E WI H E DE _ _ J E_ G B C , SPEC IFIGATION F_OR LiCHT METAL PLATE (_.C)NNEGTED IwOOD TRU ',F_ " B,r THE ANSI/TPI I-02 BCSI 1 - 03 4. 4. 8. UNTREATED L^lc :%D SHALL NOT BE IbJ DiRE_.T CONTACT 1'11TH GrirJC-RETE. _SEAT PLATES SHALL BE PRO'; IDED AT BEARING LOC,ATION`: ,JITHOUT WG'ODEN TCiP PLAT:-S. 4. 4. q. - FNI-P_ ALL EXTLRI;D- E,ME HALLS ��A.LT. �- -,1J _- O JIc�H -'.'' TLI '- AST' -I ,_ �12i AF'PI-Y 3 LAYERS I,I/ T_1'TAL_ THICKNESS - a cOVFR r'iETAL LATH. FIRST - - - "'P -- ,✓, 2 LrrEPS 3%," 1HkC< EACH. 7,_D LATER 1,,. THiC - 4.4 10. NST='L�ATI'.,ti rF EXTERIOR LATHIHC- 4 FRAtilrl, SHA._L COM�L_I T' r-':,Tfl - 1',--= FER FL')RIDA� RE5!DENTIAL CODE P-f_)3J 2 4. 4, IL FIELD CUT ENDS NOTCHES AND DRILLED HGI ES OF PRESEP,,ATI ,'ELT TREATED WOOD SHALL BE TREATED IN THE FIELD tl A(-G,IRD,ANGE L-IITH AhVA Nt -J 4.5. FASTENERS AND TIE DOWNS : 4. 5_ I. FASTENERS AND TIE DOWNS SHALL CONSIST GF BUT ARE hIOT Llf 11 TED 1,-, : SHAPES, AN,SLEt,IHANNELS A51-M A_5or 3tUM 04 FJ - 3r- r`:;`-1 R0l1PlD h-1El AL PIPE ASTt1 A ,. c):? r PARE B Fy 5 K �I. SQUARE ME -AL TUBING ASTM ' =:T7() , `3a, OPADE E,Fy - 4i,Kr,i HIr,H 5TREiI :TH BOLTS°ATM A " aT M,.CHINE F3'-' T_- . C.AL ^A'NILEL `_,-rM-F-CTr-C> , 4. 5. 2 SHEET META'_ -'-E�,DP'r=, `,HALL _ c:'`il Ok:N" T,D . Fri _ -K,1FJ11- -?C CYL': «._ f J TItI N �,_ __. 6'4IT _ � -_ ,. 4. 5. _:. IJ' _ T L� I�SI�r CF i°�IM L TIRE 1-IL�, I-1 TH PIIMI-Ir'I F ,L!-1FTER A` -- _ , 1_ � _ _,3 , IOa _,.14' I_ , I.'', k_ . 4.1• 4- AL__ ' . E"JEf;L ArdG TIED )INS EMBEL:DEG PJ�';"dGRETE =)F. ,_'-,E_D Iri :.f1 E=.TEPI,OR -_ r1-lc I � TCRECEI'.'E Ail -IT'-, ;RR,:,_I,"E COATING, B Tl rCTLIRE�' FR!C:P ,_ Ids, _LzTIO'N. 4. 5. 5. ALL T=.ASTENERS _'ND TIE DOB -INS ARE Tr PR,:7,,"IC'E THE UFUFT r;rtPA.G1TY ,CALLED FOR IN THE PL-',S ARE A MINIMUh1. 4. 5. ,b. ALL FF--,TEfvER TIE DOWNS, BEAt1 HAhL-,E-R•-,, JOIST HANC;ERS, AN[_ FLC)()P 1J�U'SF STRAPFi1(- z-RE TO BE INSTALLED Ih AC,CORDANGE WITH THE DL%rN`_> AND SPEC IF I,- ATIOkl-:. 4. 5. -. `._rLC,RETE EMBEDDED T BOLTS 0-LD F')l- LIT'LI T ARE TO BE NEI _El PRI R LO NITIAL SET ,-IF THE CONCRETE, SF4CI11C'; >_NF% ALIGNMEI` T ARE T BE IN A.G_OF[✓Af;GE WITH THE DESIGI`J PL4I'N5, U.N.O. ALTERNATE', TO "J BOLTS ,%PE hIDTE� ,-IN PLANS. 4. 5. a. GOrJCRETE Fr1BFDDED TIE D01: +:J U�,EP FOR TRUSS AivG :1=�LL �_;-T A=_F T- EE PLA'--ED AROU1JDi EMBEDDED REINFL,,RGINC- PRIOR TO''R_ lr,1HILL FI._=. Ii�'- CrC:LI_. 4.6. MICRO -LAM LUMBER: 4, 6_ I_ MICRO-LAI1 C-,TRES5 GRADE` SHALL PR")"✓IRE THE FO_LOl^i:N(=. I-IIIII,11-I1III PF'OPERTIES: E - 2,000r ;OC PSI FL) = _',a50 PSI Ft = ,',''JC, F51 F, - 500 PSI (PERPENDICULAR) Fc. = 2,700 (PARALLEL) 4. �. STEEL: Fv - 2 �5 P=; I 4. 7. I. IISTAL� _ION C,F 4LL STEEL TO BE PEPFORMED BY ,AN EXPEPNEN�CE _) �U,A.LIFIED `EEL ERECTOR. 4. I. -. FABRIGA,TF AND ERECT ALL STRU_ TJRA"__ STEEL IN �= ,-'oR[7_N'__E IdIT�- '.I -,. "SPECIF_CATIOtI FOR THE DE�Ir;N, FABRiC;ATION AND' ERFCTI�TII Of- HTRIJC,TUfRAL STEEL FCiR BL!ILL'IN�-,S 4.1. 3. STRU';T_'RAL _:TEEL: ASTM A3e 13eIM C'4. 4.71. 4. STEEL TUb'Irl : A=_-7,1 A50C-C3o, GRAPE. B. 4. 7. 5. WELDED -0NNECTIONS: E70XX ELErTr,OC,E5, MINIMUM SIZE FILLET LJEI E':j 31e,," AL'JS CERTIFIED ,-IELDERS. CERTIFICATION PAPEPS TO BE SUBMITTEC' UPON PEOLJE,T. 4.7. 6. WHERE STEEL BEAMS .ARE CONTIPJIJCUS OVF-R COLUMNS, PRO`✓ DE ,NEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THIC-KNES5 EOUAL TO BEAM F-AN(=E THICKNESS, LOCATED AT THE (-ENTER LINE OF THE TUBE GOLUf"rrJ. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEOUATE TEMFORAR'f SUPPORT SHALL BE PRO`.'IDED BY THE GONITRAGTOR UNTIL REOUIRED COI"INECTIOIJS OR ELEI%- Et,ITS ARE IN FLAGE. LUORST G,46E DESIGN PRESSURE T,4 LE BUILC)ING C),4T,4 WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (ILU) : 1.0 WIND EXPOSURE - - 'C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) i)E516N LI IN® PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) . END ZONE IS ONLY WITHIN 5'-O' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 36.3 PSF / - 48.6 PSF (END) + 36.3 PSF/ -39.3 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9xl +27.6 PSF / -31.2 PSF DOUBLE Iil +26.4 PSF / -29.4 PSF NOTE: THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN THIS CONSTRUCTION DOCUMENT. . �. CDO I I MININ"IUM SOIL BEAPIN6 PRESSURE CAPACITY OF 2000 P5F. ALL SOIL IS lU BE GLEAN) d POISONED FOR TERMITES PER FBC 2007, RESIDENTIAL SECTIONS TERMITE PROTECTION - PLANS MUST SPEC,I F'I' TYPE OF TERMITE TREATMENT • =ell p :rcI B_n r ier r ethod • Alher treatment 'Hurt specify proposed method and submit documentation, which 5A-,stantiates tht� proposed method, is on opproved termite protection system or method. IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED 1. FBC 105.11- "A, pe-monent sign which identifies the termite treatment provider and need for re-inspectlon and treatment contract renewal sholl be provided. The sign shall be posted near the water heater c,r electric ponel" r,_n rT_ � t arT r:} d�w s � ut_� 5 TlIJ15c,nary (_ ,ut lea_ t O' aesyf from the bL I Idinq side wal ,s _ 3. irr-I jnt1_m f r Ink !- r sla,tems including :all risers and 5proy heeds 5holl not be Installed within I'-0" of t'r,e L I,Irlit C, tide I -roll. -r 4 F .� r , 4 r;r LJ_ r Ir5 � tI_n r r ;r'mI.' inff� ice,^ n rll r ri I F tt to _stat � betwee wa �o.e n and fines earth •rr rr 9. 1 r 1u1, it I s nor o r nos. Er ptlun: Point or decorative cementitious finish less than 5, -hi:-.l (nNl:: FJ ,Ire_tlu t_, the f=-ur'"�ti„r ,,r)il _ -. K r Ir ,I I r ?tn1�- t IS -,s��r1 ft-{�'T- rrrrane, n tF_. rnit= e✓anti 1 the iitI chemico, soil rFatm nt I, Ie the f rlatlon p✓imctr shall be done afte-r all cxGavation, bcackfilling and �c,rrr �� t_icn c, (.c)n plete. (,,. v If + )II t cltrrient is used fur 51morn anearl termite pre.erltion roil area disturbed after li r = , r tI n��ml II � II treatment. shall be, r teatr^d with a c;hemlcal soil treatment, including spaces L),-,xr J _,r f ,rm,-o. R'� C.I _. If -,;;il 'r`1 rnr�r is Ls .�y r, I F> r s r t t _ 1t _ _e,- f-.r �Lterrnn r1r tr:rmite prevention _pace In _oncrete floors e _ . t nc 1 f _ r the �)k Sort ur nt instnllotl rl ,;f IL mL In tra 5 drain r n' other r _ { _ F q �, c a y of e r a pose A!I , _r � _,l Ly ire, r;lar+Ic or rr�tol perm Jnr:ntlu pioced-forms of sufficient depth to eliminate 3nI_ -lanne 1 �c o,ance "Iftcr initic _.hemle 11 r-ell reatment. t( 1 r r= I �� - r r T-_ - 1- I I � F-r^ -n P � ,�.� n F i �t root s _ .� f r k t r nr an rl I I. ntl n� hemi „-all r d I h e _ t � e c_ t ea_e_ so 5 call be tectf_:i r-,it CI nlinlnurr. r rrh ;,a,--_-r rota der tc r test oaaln5t roinfolldilution. If ra inf II o a r Cr'-oi'el . -I,' retarder ,,a�cdmar�d re.trec en- is re aired. Ant work in n �i m ,n f F a N cud r oce e t o _'I f_,rcin,1 _t_-el UOFIe ,,IIte,- ,hem�iG_+1 treatment I_)ntll the GOnGrete floVr i5 Toured 54o L_ done in �_,�-h rn;ann, -� avoid enetrotinr or _Jist,!f*Jnc treated 5r-Il. p p � U a F'` __.t r If .:.:i1 .<catment i, used for ,uC,terraneon termite preverticn, concrete overpour or Morton ac. wrul,at�,cJ ,iteI-q th,- exterior foundation pzrimeter Shall be removed prior to exterior chemical 5o!I cr ,-)tment, t,, �nn,arlc-e ,ertic_o'I penetr at -Ion of thy-- c-heroic-o15. Rd✓S.I.E, If soil tr ntrnent i5 .rsod for suL.terrL:irlearl terrrlite prevention, chemicnl soil treatments 5holl alsr, Lie ,ar )>IIF CJ under oll exterior r:oncre-to or t_ rode within I foot (305 mm) of the primory structure __' 1e: r 111__. Ix '-1✓rrtical c-hemle.ol bae rrir shall1,e applied promp=tly after construction is completed, Inc ,dincy initial 1ncJ5capinc) and irrir'rjtl-ar^sprinklers instollotion. Any soil disturbed after the chemical e1 tin aT L-arrlt:.r I- _-ppllI sholl be promptly retreated. 11. R=T -J.7 If ,� re:)I try,-ed t�rmi-icir)e fcr•mul,ltr,d and r,.,�Istered a5 a bolt ,;ye -tern is used for sLL, �n� n L<: r tf r;r ent ect r r R_��?r .l.lthrr,i gl R310.I.r- do not appl however, a signed - Y - r If r �I r� I i -! n >rII `inn to �, i i it yy f e _,r��..-_ c r tJl of _ Ua t r _ s riem or a minimum _ �, fr�, ,� h,> )`e F'..r��r r a y , ' y_ s,,e. r.If fl-rate ,T T ._,_L-T an<.y chol. be ,_r_ .Ir�l _, t�_ the Pudding officio pcic,,- tc t6 e r, . 1 _,, 'n,� ar and tlh, system rout t be In=tailed prior to finol building opprcvol. ._____ i ;I.Jin h ore r _�uir. f to h"],e pre-(_onstruction tl-nt. . F.`__),I - ,,';tp r- ti'Gt1' n. Termite e,r -,t.e:j on 01011 be 0,-0VIae_'1 re'_ i'_;tered termit!,:JO, 5, iIrCUdln� y i r , - _ _ _ e _ . _ _ _ �, other I ae _ - -J r�e_t _ ,-icy L,� r, 5� _ n .n I -Ii � -r t t _ _ � �d _ _te_idCs u,�. e:, to r ao� , „_ 1Gr :a r ved method o ^:f er'rnite r,r of .tl�r Iclbele fcr use as a rFreventati�,�e�tfreotment t) net -a r_onst-uc�lon. See Section Re�_)I t_rc=cJ �r m:itii, Ide. Upon corn ;letiDn of the o, ,Iication of the termite ,rotecti,e, treatment, ,, ._ p. F _ � f _ f -. . � um_ I. 1r`�c% ,hail Lc. Its 1 ,� �-: h II. In � r:n � k II . , �, c td to the u � d. rtrn_ t b t I_ ensed rest control t 9 F t _.--'m ,.-.,t JYII ff -a l :' .ir. � - ,- -� c ! <-• F' - - -� ^V I_ t __r ,.71n�, the. frll._wIn �t at_,m�nt: "The building I'1�15 recei��e.� r7 �c m 'le.te tr �atment for t g g p ttar �r:r_n�:Lr t ,'J �,Lk.terranean 'termes. itTre;atrnent is cc in aorc dane wca ith rulono laws establish c eJ by thcr F„ ,ri<-La Department of A,griruIh,,r6 and Consumer Services." o r - - r 4 R_ F t f I� n. Pr, tcct I ^ _ I , '�r ,n i in' � n in a r � I r _ E � u J r p r _ et at g �c � �te _L �n ,�. ode floors Shall ,,-,t t;e ,4 rellvIc"c- cs,ntolrin materinl . IJ soil Yreotment is used For subterronean termite 11, 'ct -cti-"n the ,,Iee✓e shop h_i,e � maximum wall thi✓_Kness of C.010 inch. crud be sealed within the ri Jr"c nc n - i'c:sive .I,imping dr Ic-e t< !iminotethe annlular, spnt:e bets -peen the pipe and the - = �. ,-. I, _ ,,: rflr_ e- 5h_:ill be Q :%IIe'J ul'-ide the SIoeve. Pl u. 3_ C- e rir n. Cells cn-7 cc,.Ities in case_ nr-u unlit c1n_a air ,aca s between 'L rink, stone or masonr _ r y , rr1 -r.J I ,.� .� �1= t) e � _ _ earl<� � ,all nr n r sr� ,ra.i, re�� r n n r r _ _ �d > N � . _ r. _ � � t ,. led � o Hato a y du ab ,,,,.,.I .5- _,r1"'.er � ,Jlulu-i? C-on`.ninirq rnI tericaI r-iOr" to COnI., plaC.eme-nt. S T') BE;: .'FIFACTED TO H59b M1:ODIFIF_D PROCTOR AS DEFINE(-' Bl" S C' I` (, I NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSGO ENGINEERING LLG IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GOND I TI ONS, OTHER DE51 G N PROFE551 ONALS' SHOP DRAWI NG5, GONTRAGTORS' BUILDING METHODS, AN D THESE SIGNED AND SEALED A RAWIN MUST SE L D GS US BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING LLG PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ATTENTION: GHEMIGAL GHANGES IN PRE55URE TREATED WOODS AS OF DECEMBER 315T, 2003, GHROMATED GOPPER ARSENATE (GGA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRE55URE TREATED WOOD ALTERNATIVES HAVE BEEN GREATER TO REPLACE GGA-G. MANY OF THE NEW PRESSURE TREATED W0005 USE GHEM I CAL5 THAT ARE GORRO51 VE TO STEEL. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELEGT APPROPRIATE GONNEGTORS THAT RE515T GORR0510N. FOR EXAMPLE, AGO-G, AGG-0, GBA-A, OR GA-B REQUIRE HOT -DIPPED OALVAN I ZED OR 5TA I NLE55 STEEL FASTENERS. DOT 50D I UM BORATE (5BX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRG R30b.4) R30_.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING CLA55 MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R305.4 SHALL PASS THE TEST REQUIREMENTS OF GP5C lb CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY" II AS INDICATED IN TABLE R308.3 EXCEPTIONS: I. POLISHED WIRED CLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI ZG7.1 2. LOUVERED WINDOWS AND JALOU5IE5 SHALL COMPANY WITH SECTION R305.2 R30B.A HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: I. C-�LAZIN6 IN 5NIN&ING- DOORS EXCEPT JALOUSIES. A� J F A A <. �,L clr6 IN FIXED AND SLIDING PANELS OF SLIDING DOOR AS M I AN P t SE BL Ea D ,NELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. _. G A'IN T L � 6 IN STORM RM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLARING IN ODORS AND ENCLOSURES FGR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HOWER5. GLAZING IN ANY PART OF A BUILDING HALL ENCLOSING THESE GOMPA.RTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING- IS LESS THAN 60 INCHES _S OR W (L� 4M hMEASURFD VERTI�ALLY' ABOF AN�STANDINr LKING SLRFAGE. F,. GLAZING; IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24-INCH(610MM) .ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE 15 LESS THAN 60 INCHES 0524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. 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: 7.1 EXPOSED AREA. OF AN INDIVIDUAL PANE GREATER THAN G SQUARE FEET (0.,536 M2). 7.2 BOTTOM EDGE LE55 THAN I� INCHES (451 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (6114 MM) ABO,%E THE FLOOR. 7.4 ONE OR I-10RE WALKING SURFACES WITHIN 36 INCHES iH14 MM) HORIZOfNTA.LLY OF THE ',LAZING. t'-. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR H HT A. ,� "I "E E 6 BOVE l J LKING SJRF�C�, 1' I I' I^ IrdG . G ARE TR. l A T PANELS A GTR , + L r-L E 5 hc. JRAL B LUS FR NET._ ND NON�I Lc LLI�! IN FI -PAN L LL ELS. 'l. GLAZINCS IN VNALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SL,JIMMING POOLS, HOT S Al _ - TUB_ ,N SP D _ AS WHERE THE BOTTOM EDGE OF THE rLAZING I "THAN IN . r 5 LESS 60 CHES 15 4 1 1 M ( ) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MNi ) HORIZONT.ALL-r OF THE WATER'5 EDGE. THIS SHALL APPLY TO 51N6LE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZIN6 ADJACENT TO STAIRLNA''5, LANDINGS, ,AND RAMPS WITHIN 3b INCHES (614 MM) _ l - S A HORN t+TA Y F A .JA KIN SURFACE H J XP , _ I_L O I L t C SJ GE W Ei THE OSED SURFA'_.E OF THE A I" E GL SS 5 LE_S THAN C-O INCHES ('1524 MM) ABOVE THE PLANE OF THE ADJAGENT WALKING SURFACE. I �LAZN� AL-JHCENT TO 5T IRWA1 _ <rIITHIN 6 INCH I 4 MM) H R � TA C E� (5< N O ICON LLY OF THE BOTTCN' TREAD CF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXGEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS; I. OPENINGS IN DOORS THROUGH WHICH A 3-INGH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE 5LA55 IN ITEMS I, 6 OR 7. 3. GLAZING IN SECTION R5Ot5.4, ITEM b, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR .AND THE GLAZING. 4. rLAZIN6 IN SECTION! R 30;�).4, ITEM 6, IN IrdALL5 PERPENDICULAR TO THE PLANE OF THE DOOR IN ,A C1_05ED P0517ON OR WHERE AGGE55 THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET N14 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R302,.4, ITEM 7. 5. 6LAZINr IN SECTION R30,5.4, ITEMS -I AND IC, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZING, 36 INCHES ± 2 INCHES (1114 ± 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 GLA55 AND BE A MINIMUM OF I ,'z INCHES (5S MM IN HEIGHT. b. OUTBOARD PANES IN INSUL,ATIN6 CLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTON R508.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLA55 IS 25 FEET (7620 Mho) OR MORE ABC)\ E GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEi5REE5 (O.79 RAD) OF HORIZONTAL] SURFACE ADJAGENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES GOMFLYIN6 WITH THE REQUIREMENTS OF SECTION R5Oe.2. 8. MIRROR5 AND OTHER GLASS PANELS MOUNTED OR HUNG ON A. SURFACE THAT PROVIDES A C01"ITINUOU5 BACKING SUPPORT. P. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND II IS NOT REOUIRED WHERE: ci.1 THE SIDE OF STAIRWAY', LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING HITH THE PRE05ION5 OF SECTION 1012 AND Id07.7 OF THE FLORIDA BUILDING CODE, BUILDING: AND G.2 THE PLANE OF THE GLA55 IS GREATER THEN 18 INCHES (457 MM)) FROM THE RAILING. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRG / FBC 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 JAMBS 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 I/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. H) 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 SET. (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 GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING 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 -\ e ga. PANEL REINFORCING (EVERY OTHER ----_ COURSE) ro" MIN. LAP SPLICE \-- SEALANT GLASS BLOCK DETAIL EXPANSION STRIP 114" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP T �o" MIN. LAP SPLICE W/ REINFORCING PANEL NOTE: SEE GLASS BLOCK INSTALLATION NOTES. -010 mph FASTEST WIND : 130 mph, 3 SEC. GUST. FRG TABLE R301.2.13) -010 mph FASTEST WIND : 130 mph, 3 SEC. GUST, FBC TABLE 1606.1b.1) DAN SCO ENGINEERING, ILLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i 0! O . -4 N OIz. 0 4 C) M CD z W Q0 J r-. LL 1 a w . r" Q v- 2 C N Q 2 m n Z 00)Z = U O wLLJ J LF) mi Ln Ln 1 V) F- LU W = V) 0 Q Q Z Q F- V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE JINCLUDING 2009 SUPPLEMENT). SECTION R301FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1-0.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-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 H N 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP GABLEI VERSION NO. 4.01 / 04.20.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, rTHUY P.E. #60122 IRWIN J. BENSON, P.E. #49758 sefe�neIt.- °otsL: AE�pf� 4, ,,\ • 1I SI •-1/ I*. tii e '0 . . * . No. ^ 1 * P -0 r . p10. . 41 �.,v S� ...» ... , NG •,sue , � a-r��-F��ee „°" EET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.11 DRAWN BY: DZ REVIEWED BY: TH/AS SN 0 O 0 O e- 0 O T_ C0 O C) T' Lo T CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4' 'a 16" O.G. 1'-5' (2) 16d TOENAILS 2' X 6' 6 16' O.G. 10'-8" (2) 16d TOENAILS 2' X 8" 6 16" O.G. 13'-9" (3) 16d TOENAILS 2" X 10' Q 16" O.G. 16'-5° (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12' 9 16' O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2' X 4" e 24' O.C. 0 -11, (2) 16d TOENAILS 2' X 6' S1 24" O.G. 8'-0 (2) 16d TOENAILS 2" X 6" -1 24' O.G. III -Oil (2)16d TOENAILS 2" X 10' e 24" O.C. 13'-0' (3) 16d TOENAILS 2' X 12' @ 24' O.G. 15'-4' (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). .. SOUTHERN 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, otherw ise use the load associated w ith the low er 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 Flus and minus signs signify pressures acting toward and away fromthe building surfaces UPLIFT CONNECTION CRO55-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS MASONRY APPLICATIONS MASONRY APPLICATIONS HTAI6 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 1/2' HTT16 4290• 18-16d HTT16 3955• -- 18-16d x 2 1/2' HTT22 5310, -- 32-16d HTT22 4165• -- 32-10d LUGTZ 1850 __ 16-10d 4 5-1/4'x3' Wedge bolts LGT2 2150 _ 16-Ibd Sinkers 4 1- 1/4'x2 1/4' Titen L5T19 1390* -- 8-10d LTTI9 1350. - 8-16d 5inker5 LTT131 2650, -- I6-10d x 1 112' LTT131 2310, - I6-10d x 1 1/2' FRAME APPLICATIONS FRAME APPLICATIONS RT1 585 110 10-8d x 1 1/2" H2.5 415 150 10-8d x 1 1/2" RT16 1030 645 16-8d x 1 1/2' H10 995 285 111 x 1 1/2' RT16-2 1030 390 16-8d x 1 1/2' H10-2 160 395 12-10d 5FT22 115 260 8-10d SPI 585 -- 10-10d SPT24 1015 260 12-10d 51=2 1065 1 12-10d 5P74 885 -- 6-10d x 1 1/2' 5P4 885 - 6-10d x 1 1/2' 5PTH4 1130 - 12-10d x 1 1/2' 5PH4 1360 - 12-10d x 1 1/2' MUGT15 3965 22-10d MGT 3965 22-10d LUGT2 2260 -- 32-10d LGT2 2050 30-16d Sinkers PTUU20 1530 95 20-10d 14T520 1450 - 20-10d MSTAIS 1215 - 14-10d L5TA16 1165 - 14-10d MSTA24 1305 - I0-10d L5TA24 1235 - 18-10d MSTA30 1635 22-10d LSTA30 1640 - 22-10d MSTA36 1635 22-10d LSTA36 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 20-16d HU526 1550 -- 20-1601 THDH26-2 2605 30-1(od PGUS26-2 2325 - 28-16d HUS28 2510 - 30-16d HUS28 2000 30-1(od THDk1210-2 3910 - 58-1601 HGU528-2 3220 - 48-16d CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES 1) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS, THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED 51 CONC. STEP "J" BOLTS EXP,4N5I0N BOLTS 5/S"0x�o" 5/5"�x6"MIN. 5�a X 10" Sib " O x 10" MIN. MIN. EMBEDMENT 5GHEDULE FOR E AND QUANTITY OF FA5TENERS T,I'1=ICAL HTA 20-10 / HTA 20 INSTALLATION LL, 1 RC,ICIF DIAE'��Rc' Pv1 11.<',IL IP=1;HEC%L.ILE �InTF I II !F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + - + + + + + + + + + + + + + -- + + + - --- ++ + + + + ++ - -� + + + 1c + + + + + ++ + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + y + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ol r "15L1 �I. P z PL LINE 120 MPH 5 SEGOIAD C=711)5T EXP05UP-E "G" F l�l D ZONE 120 MPH SEC ACID I_I T EXP05URE "G" /FC;R ,�d I lJ cHAPdK NAILS i" O.G. & d INL; `=HAIL K. 117-1L d, e F_ E`_' 4 + + 4' O.C_ -a-, FABLE END h1ALL OR CABLE TRU55 d RIND =HAIL, 11AIL Cl U 1'1TERMEDIATE CJ.li3 INCH NOMINAL 5HANK DIAMETER 0.113 INCH N JMIFIAL `HANi D1^.M TER RIMS DIAMETER OF 001l2 C.)VER SHANK PlAFIETERRING DIA11E1EF= LVFP hµNF� C I METER I�, Tr RINDS PER INCH I� TI111 T �' R5PE 0.2�_ IIC,H FULL ROIJR,1D HEAD D 4,'�IETER � �� dLH rULL P__'I HE_' L- EF' II,_-t4 1'1AIL LENC;.TH 1F;r_H NAIL LLld�-rH (FOR TILE) FOR TILE% Od RIN1� SHANK NAILS @ 6" OC 1 4" ENABLE EFdD Od RCE, SHA'1K t,dAIC co) bED5F" 4 6�.ALL OR SABLE TRU55 Ic �d RIN1� HAN _NAILS r NTERr EF F fd :,I�IINA� BHA IK DIF IE IEt2 11 iPl.,' � I C' IP1L.H Il F 111;�L HA11F IAI TEr ('ll'.% z, _ I.-r-1ETER OF C'IAMETER if�11PdJ ,1r1�= C'�<�.h^E 1E� '.�F _ .��I� EF' _ Id<; C1 A11E P 111+' T 2O PIH(I�5 PEP III,-H )hII11) TC) r__IN(-3 PE 11'�- T iPi1 INCH FULL HEAL) D AHETEE' iMl ,U '1.�8L r1CH FULL HEAP :7. Al 1ET-LR 3 INCH NAIL LENL'-7TH T 111CH NAIL LEr1r5TH NOTE: SEE TR'I''GTI_!f:�'.<-.L N(DTE5 FOi� SHE-r.THIN( -'F ECCIFI; ATIGi1_ PiL�) I ,IIiEI-EE. ENC JOII'dTS O`= THE ROOF --HE T !i1G SHALL DE =�T 11 EF -' I ![ L;�_:-: I_��- :� ';�E �� _,'<.NIli l': F" ,E B) SCHEDULE DIRECTLY TO 501iTHERP! FIR TR BETTER. Ir ROOF F=RAKNG� CONSISTS OF A LE55ER OF LUr,IE'>ER, GOPdTRAC70R MUST �,ONTACT D �N=�I_:T� ENO,IIIEERIhd�.. LLC FOR ALTERNATE FOR NAILING: PATTERN. MAINTAIN BOTTOM OF WEEP SCREED 1 1/2' TO 2' ABOVE ROOF SHEATHING NOTE THAT THE T1'VEK AND METAL LATH MUST CEO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER IN ACCORDANCE WITH ASTM0926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 15T FLOOR - Ye' CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMCI063 � TYVEK SHEATHING METAL FLASHING '055' UNPERFORATED FLANGE Ye' WEEP SCREED VULCLIM CAUK BOTTOM JOINT ONLY ALL N51DE AND OUTSIDE CORER WILL NEED TO BE MITER CUT. ALL JOINT5 NEED TO BE CAULKED USIWs VULCUM CAULK ' CEMENT/ KEEP TOP EDGE PLASTER FINISH OF WEEP SCREED 2' ABOVE TOP OF BLOCK Y2 ' CEMENT PLASTER FINISH PERFORATED \ FLANGE i ' WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1' BELOW FINISH FLOOR WEE' 5C�EED DETAIL T''PICAL t-ITIU INSTALLATION \,___J� BLOCK SLAB Ti'FICAL �JS INSTALLATION A 5N B SNI (OPT.) USP MUC- THRU BOLT U5 ML :R TRUSS TOP PLATE U.G Tr F1 CA L JSf 1 IIUGT1E TO 5UILT=JF COLUMN DETAfL HTA 20-18 / �4T,4 20 INSTALLATION MID SPAN NOTE: UPLIFT VALUE 15 BASED ON 5.P.F. J5P RT 16 U51 NC 16-8d xI 1/2" NAILS JPLIFT = 1030# T�'FICAL ST1re INSTALLATION USP SPT24 AT EACH JOINT TYP. z Q Q z z cn Q ==) z� 3�:Q w z= oI eCD D GALV. METAL o FLASHING N `- to Do--) CRICKET SECTION ",4-,4" DRE-FAB CHIMNEY CAP -LASHING 2"0" BLOCKING (SEE MANUF. SPECS. FOR MINIMUM DISTANCE) XTERIOR FINISH RE-FAB CHIMNEY BLOCKING @ MID POINT WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT 1/2" SHEATHING OR O.S.B. 2%4" STUDS @ 16" O.C. MAX. V. MTL. FLASHING TRUSS TOP CHORD `--USP HTW20 @ EA. CORNER DOUBLE 2"x4" BLOCKING w/ 1 /2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" .3r2' MAX ATTACH BLOCKING-� TO TRUSSES w/ USP USP HTW20 @ EA. CORNER SLOPE MP-34 ANGLE TYPICAL -; j PRE-ENGINEERED WOOD TRUSSES PRE-FAB CHIMNEY ASSEMBLY /CRICKET T, TT'1=IC,4L C441t-INE7' FLAN I('� SCALE: 3/4"=1'-0" _LI 01 GONT. #B } �.�-�!111111!111 @ 16" O.C. MAX. 2"x4" BLOCKING w/ 2 PLYWOOD FLITCH TYP. STD. CIO() BOND BEAM FILL CELL HOOK STD. GO° HOO< GONT. #5 BAR #5 GONT. FROM FOUNDATION TO HIGHEST BOND BEAM 50ND 5 ,4 1 STE F 5GALE: N.T.S. I T r' I C, /! L H I t®" 1 <,41-11 N(.:z L.,) t 1 ,41 L< SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com o N Lu 0t-.o 7)_tA z �peMO Q0LL ' aw rn zHQ Q= rCo� W w U JLn Ln Ln LLJ I V) I..L Q Z Q Q0 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 MPH. 3 SEC. GUST. EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) 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. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION, 02011-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 ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS 0420.11 4.01 REVISED NON -DROP ABLE DETAIL VERSION NO. 4.01 / 04.20.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ��gA.aa�a�assaFa ♦0 ,. , AL: N P I\tic. 60122 C? oee0.4♦♦ 4,1311erIA� ie a SHEET TITLE: STRUCTURAL NOTES & D ETA I LS SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS SNI r Q0 I O M r Ln T PRE ENGINEERED WOOD (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 TRUSS 6 24' O.C. U.N.O. (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. 12 HURRICANE ANCHOR 6 EACH TRU55 [SEE UPLIFT 5CHED.) W/ METAL PL. (TYP.) VARIES UNDER EA. TRUSS 015TURE BARRIER ROOF COVERING 1/16" OSB MIN (FOR SHINGLE) OR y" HIGH STRENGTH CDC GYP. BOARD OR 5W WALL BOARD (OR 5/a" GYP. TYPE 'X' 'a GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS 6 1' O.G. CEILING 4 8' O.C. WALLS R30 MIN. BATT ORS BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER STD. 90' HOOK (SEE DETAIL) R4.1 MIN. INSULATION ON - EXT.. BLOCK WALL5 Ix2 PT WD FURRING 6 24' O.C. 1/2" GYPSUM WALLBOARD U.N.O. 5/8' 055 (FOR TILE) SEE ROOF NAILING SCHEDULE ON SHT. SNI ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA \I. U.N.O. 01 2x4 SUB FASCIA 2" ALUMINUM VENTILATED SOFFIT 8'x8'XI6" KNOCK -OUT BLOCK W/ 105 CONT. FILLED SOLID W/GROUT CONTINUOUS TO FOOTER BELOW W- +400K DETAIL K.O. SLOC;K 20" MIN. LAP 8' C.M.U. TYPICAL 5EE L4F SPLICE DETAIL #3 OR #4 REINFORGING BAR -TYPE "S' MORTAR #3 � #4 LAfi SPL I GE 2S" MIN. LraP ARCHITECTURAL 1 FINISH #5 REINFORGINO BAR #5 LAP SPLICE (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) Ix4 P.T. BASE NAILER 4'x4" INSPECTION PORT AT EACH 3 1/4" BASEBOARD FILLED CELL TYPICAL 2500 P51 CONCRETE _z MIN. 2500 PSI CONC. SLAB SLAB W/ 6x6 (MIN 3000 P51 CONG. SLAE W1.4 x WIA WWF OR FOR HERNANDO CO. ONLY) FIBER'1E5H (Y O Z o IL Lu 74 O W \/ \\�\\7\\y0f} 6MIL VAPOR ; D 4 �I BARRIER VX AND CLEAN POISONED \ d COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1551) (2) #5 REBAR CONT. ON 3' CHAIRS TYP. U.N.O. 1,-4" STD. 90• HOOK (SEE DETAIL) Ti'PICAL WALL 5ECTION SCALE: N.T.5- J3 (1) ROW 2x BLOCKING -1 MID HGT. FOR WALL HGT. s 8'4o". (2) ROWS 2x BLOCKING • 3rd PT5 FOR WALL HGT. > 64o'. 1/2" GYP. WB (MIN.J 6 GARAGE SIDE IF APPLICABLE. " 11 iN. LA RIB/8'-1 61 #5 REINFORGING BAR #5 STD. SO ° H00)G �—#6 REINFORGING BAR #ro L,4i= SPL I GE RE54R DETAILS rF"�_ SCALE: N.T.S. CJ3 ELEV. VARIES I" x 2" FURRING I" x 6" ROUGH SAWN CEDAR 12" U.N.O. 2x4 SPRUCE 5UB FA5GIA 12" ALUMINUM Ix2 P.T. NAILER VENTILATED SOFFIT ALTEFNATE FA5CIA SCALE: 3/4"= I'-O" 2x 5.P.F. STUDS @ 16" O.G. LOAD BEARING OR 2x STUD I EXTERIOR WALL 8" G.M.U. I 1,0 1 "x P.T. STUD SEE GG/53 OR #5 VERT. IN FILLED CELL `V G/53 FOR ANCHOR 5/8" x 6" EXPANSION BOLT INFO. BOLT @ 24" O.G. VERT. OR 5/,5"xb" "J" BOLTS I *U5P 5PT22 TYP.--\ 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL — — — — — — — — — Z FOOTING MONO SHOWN D GD D FOR CLARITY ° NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAt 1E UJ,4LL TO C.1YI.U. W,4LL CONNECTION 1D 2x P.T. PLATE 1/4' 0 X 3 1/4' TAPCONS 6 24" O/C 4 SEE TYP. WALL SEGTION FOR SCALE: 3/4"=1'-O" 6" MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. l2) #5 CONT. ON 3" 6 x 6 WI.4 x W1.4 CHAIRS (TYP) WWF OR FIBERMESH TYPICAL G.M.U. BLOCK WALL GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A '�\/ /\ D • �\\ /\\ \\ MINIMUM OF 8" ABOVE GRADE. EST. GRADE / /�% / _ ELEVATION 0'-0" 8" I'-4" all TOP OF SLAB - z T` FICAL INTERIOR 5EARINC FALL JJ/OUT URL IFT - - - SEE TYP. WALL SECTION FOR SCALE: 3/4°=1'-m" FINI&H TEXTURE E3RE74K ADDITIONAL SLAB INFORMATION. �� SEE TYP. WALL 5EGTION FOR SCALE: N.T.5. J3 ADDITIONAL INFORMATION. EXPAN51ON JOINT FORMED U51NG 112" EXPAN51ON JOINT MATERIAL 3/4" RECE55 FOR vARIES THICKEN SLAB EDGE BETWEEN VARIES 5.61). (U.N.O.) 314" RECESS FOR 6 x 6 NIA x NIA DOOR FRAMES AS SHOWN SEE A/53 FOR S.G.D. (U.N.O.) WWF OR FIBERMESH FINISHED CONCRETE LANAI TO REINF. INFO. RECEIVE BROOM FINISH U.N.O.7 o 'v ° a a \ •� ' \ m / a / 4 \ ° \\ d SEE A/53 FOR \`` �\ \ . / / / ! ; �' % / REINF. INFO. 4 1'-4" "all(1) #5 CONT. 1"-4" (I-STOR1 > SEE A/53 OR J/56 -�" FOR REINF. INFO. Ofi=T I ON 1 4" (2-STORT) �" 8' SEE TYP. WALL SECTION FOR ADDITIONAL 5LAB INFORMATION. OFT I ON 2 SLAE3 STEF 4 RECE55 '� e,G-D. t_1 SEE TYP. THICKENED SLAB EDGE DETAIL SCALE: 3/4"= I'-O" e3 ON SHEET 53 FOR OUTER EDGE OF LANAI v (1) ROW 2x BLOCKING a MID NOTE: HGT. FOR WALL HGT. :58'-6'. SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING 6 3rd ADDITIONAL INFORMATION PT5 FOR WALL HGT. > 8'-6'. 1/2' GYP. WB (MIN.) a GARAGE U5P 5PT22 CONNECTOR SIDE IF APPLICABLE. 2x P.T. PLATE 5/8"0 EXPANSION BOLT a 24" O/C W/ 5' EMBEDMENT (MIN. SHEAR SPACE ANCHOR BOLTS 3500#, MIN. TENSION 2600#) 6" MAX FROM END OF 6 x 6 W1.4 x W1.4 2" x PLATE WWF OR FIBERMESH -- L ----- --G --- �' -- -Al - \ X,° / ix (2) #5 CONT.' ON 3' CHAIRS (TYP) 5" --— T�'FICAL INTERIOR SEARING WALL UJ/ URLIFT SCALE: 3/4 ° =1' -O" ��2� 6x6NIA xW1,4 WWF OR FIBERMESH GRADE MIN. TiI=ICAL THICfGENED 5L,45 EDGE SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. CL MASONRY WALL AND ' MASONRY WALL AND PAD FOOTING PAD FOOTING 5" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD GONT. FOOTING STEEL MAT REINFORGING. 'T ? GRAD Z cD Z ULy J t - \ / \\i\\i/\/ BEYOND 0 PAD REINFORCEMENTS" MIN. CLE ,RNC= (SEE SCHEDULE) FOOTING Lu'IDTI- SEE SCHEDULE FATIO COLUI-IN LTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. �� 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 e 46" 1/16' O.S.B. (FOR SHINGLE) OR 5/8' O/C MAX. 055 (FOR TILE) SHEATHING U.N.O. VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES) TO TRU55 WE55 W/(2) Ed (TYP.) 2X4 BLOCKING a 45' O.C. MAX. W/ (2) 16d TOE NAILS Q EACH END 4 GLUED TO ROOF PRE ENGINEERED SHEATHING ROOF TRU55 e 24" O.G. MAX. 2' CLG. RUNNER FIRE CAULK r (2) LAY SHAFTL INER IN51 FLOOR 4 C STEEL I ADJACE REFER TO A/53 FOR INFORMATION NOT SHOWN. 1/2" x 6' WI FIREGUAR FIREGUA BATTEN STEEL "H' STU ATTIC A 5TD. 90° (1) #5 VER =R5 I" DENSGLA55 DE RD STRIPS D BREAKAWAY CLIPS ._RTED BETWEEN 2' GEORGIA-PACIFIC S .LG. RUNNERS W/ 2' EACH SIDE OF EVER a STUDS BETWEEN STUD (48' OC MAX) NT PAIRS OF GYP. VERTICALLY PANELS, I DENSARMOR PLUS (U LAYER I/2° HIGH D G OR TOUGHROCK "' GYP. WB. W/ 1-3/8, C GYPSUM BOARD OR DRYWALL 5CR 41 EA. SIDE OF 8' O.C. WALLS 4 4' (ONLY REQUIRES IF 2 x 4 5YP02 x12" LO REA IS ACCESSIBLE.) RBG CLIP W/ I0d HOOK (SEE DETAIL) SIMPSON RBC Is 36 T. IN FILL CELLS (SEE NAILS INTO TRUSS CHORD/SCAB 4 (3) FILL CELL PLAN FOR LOCATIONS) NOTES: U SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WHI 495-2143 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 2X4 BLOCKING 's 40" O.G. MAX. W/ (2) 16d TOE NAILS • EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER @ 48' O/C MAX. — VERTIGALLLY NAILED TO TRUSS WEBS W/(2) 8d (TYP) PRE ENGINEERED ROOF TRUSS • 24'� O.G. MAX. FIRE CAULK 2' CLG. RUNNER 1/2' x 6' WIDE DENSARMOR PLUS —� FIREGUARD C OR TOUGHROGK 45 PER FIREGUARD C GYPSUM BOARD PECIFICATION5 61 1 BATTEN STRIPS • EA. SIDE OF Y OTHER STEEL "H' STEEL 'H' STUD (ONLY REQUIRES IF 4 IOFT OC ATTIC AREA IS ACCESSIBLE.) 2" FLOOR RUNNER W/ 3/16' D I A. x I 3/4' TAPCON5 6 2 x 4 5YF02 x12' LONG SCAB a EACH 6' O.C. RBC CLIP W/ 106 6 3' O.G. SIMPSON RBC -1 36" O.G. W/ 6-10dx1-i STRENGTH OR 5/8" 1/2" NAILS INTO TRUSS BOTTOM DRYWALL NAILS CHORD /5CA5 4 (3) 1/4'x2 3/4' TITEN EWS 1' O.G. CEILING, SCREWS INTO MASONRY. O.G. EDGES 2' FLOOR RUNNER W/ 3/16' DIA. NG SCAB -T EACH x 1 3/4' TAPCON5 • 16' O.C. 3' O.G. O.G. W/ 6-10dx1 1/2" STD. 90• HOOK (SEE DETAIL) BOTTOM 8'x8"X16' GONG. KNOCKOUT BLK. W/ 1/4'x2 3/4' TITEN 11S ROD CONT FILLED W/ GROUT SCREWS INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) NOTES: 8"x8%6' CONC. KNOCKOUT BLK 1) SEPARATION WALL IN THE ROOF W/1#5 ROD CONT. FILLED W/ GROUT SYSTEM PROVIDES 2-HRS PROTECTION PER GP WHI 495-0143 (1) 05 VERT. IN FILL CELL5 (SEE 2) MASONRY WALL PROVIDES 2-HR5 FOUNDATION PLAN FOR LOCATIONS) PROTECTION PER UL-U905 z 4'x4' INSPECTION PORT AT 6x6 W1.4xW1.4 EACH FILLED CELL TYPICAL WWF D G D D i i x \ \ (2) #5 STD. 900 HOOK CONT, 8" 16 8 (SEE DETAIL) ALT. FIRE UJALL DETAIL AT C01-1MON WALL 1A SCALE: 3/4' =1' -O" 6x(o WI.44.11.4 WWF l2) LAYERS 1' DEN5GLAS5 5HAFTLINER INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS ID EACH END 15 LB ROOFING FELT (SHINGLES) 1/16' 0.5.5. (FOR SHINGLE) OR 5/8° O5B (FOR TILE) SHEATHIN U.N.O. FIRE RESISTANT 055 1/16' (FOF SHINGLE) OR 5/8' (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL MIN. GAP (ONLY REQUIRE5 IF ATTIC ,REA 15 NOT CCE5 LE% BREAKAWAY CLIPS $ PER }-GEORGIA-PACIFIC SPECIFICATIONS / -a EACH SIDE OF EVERY OTHER STEEL "H' STUD (48' OC MAX) 4 ]OFT OC VERTICALLY f PRE ENGINEERED ROOF TRU55 PERPENDICULAR TO WALL 9 24' O.G. MAX. -2X4 BLOCKING W/ (2) 10d TOE NAILS • 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. WALLS 4 4" O.C. EDGES -MOISTURE BARRIER USP HTA20 'a END OF TRUSS W/ 10-10d x 1 1/2' NAILS INTO TRU55 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) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) z �n c�J 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL -- --1—V—------ / / x CONT- 5TD. 12100 HOOK 8" 16 8 (SEE DETAIL) ALT. FIRE WALL DETAIL AT Col Il„ION UJALL � SCALE: 3/4" = I'-O' P.T. 2x I/2" 6YP. BD. HOLD GYP. BD. 1/2" FROM SLAB Ol '_ I' a Q GONT. BEAD SEAL/ 8'x8"x16" CONC. KNOCK OUT a INTERIOR BLOCK W/ (1) #5 ROD CONT. a a J 3 1/2 o IN FILLED SOLID GROUT OL 9'-4" AF.F GONGRETE NAILS W 1 1/4" EMBEDMENT @ 12" O.G. STAGGERED, FROM BOTTOM PLATE TO GONGRETE (MIN. SHEAR IBO# MIN. NG. BLK. TYPE '5' MORTAR (U #5 VERT. IN FILL CELL5 (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL Alk ASSUMED FINISH GRADE cil XX \\ Sx16 CONT. FOOTING W/ (2) #5 CONT. ON 3 CHAIR. 1'' DOU5LE CIVIL[ UJ74LL SECTION SCALE: 3i4'=I'-0" TENSION 120#) CONCRETE SLAB m 6 MIL VAPOR \\\j BARRIER 2X 5TUD5 @ 24" O.G. U.N.O. V GARAGE 112 GYPSUM WALLBOARD U.N.O. W/ DRYWALL 5GREW5 @ 8"O.G. ---SEE TH15 SHEET FOR INSULATION CHART GONT. BEAD SEALANT 6X6NIA xHI4 WWF OR FIBERMESH — m a 4" 4" INTEiRf OR W,4LL 5LA5 &TEF NON-5RC�_ SEE TYP. WALL SECTION FOR ADDITIONAL 5LAB INFORMATION. SCALE: 3/4"=1'-O" DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com i o N w Oho Z p �M O I aWL� i as ��^,• Zz c� a� zQ J w Ln in Ln I — Lu 0 Q 0 z Q C� 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 MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT = W.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. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011—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 RREWALLS 07.28.10 3.00 ADD ALT. ROOF R TI 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP A8 E DETAIL VERSION NO. 4.01 / 04.20.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 L:r:�=ccs�e atg�'„s; �teP CEN o. 60122 ' STaTF p Q: mod. ss,'` • • � ��. AL If11li6�v��� SHEET TITLE: SECTIONS, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.11 DRAWN BY: DZ REVIEWED BY: TH/AS S3 O T O O IF- O O T CO 0 T r VENT OR 2ND FLOOR PARTY WALL PARTY WALL ElWALL PARTY —\ I/2" MINIMUM DEMENT FINISH TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM STANDARD 3" DIA. TEE 3/4" FURRING STRIPS PARTY FND. TO K.O. ❑ FILLED SOLID BLOCK W/ GROUT PARTY WALL ❑ THREADED 3" PIA. EXTENSION 1/2" C�YP5UM BOARD WALL 1❑ # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK FRILLED 1/2 BLOCK # 5 VERTICAL REBAR FROM 1/2 FND. TO K.O. BLOCK BLOCK # 5 FND. VERTICAL REBAR FROM TO K.O. BLOCK 5GREN OFF GAP (3" DIA.) FOR GLEAN -OUT N/ DRYWALL 5GRENS @ 8 O.G. OR 4d NAILS UNIT SOLID W/ GROUT ❑ ❑ ❑ ❑ ❑ FILLED SOLID W/ GROUT El❑ FILLED SOLID W/ GROUT ❑ ❑ ❑ E El\i MIN. EXTEN51ON FROM EXTERIOR DRYWALL FAGE OF BLOCK HALL 15 1 1/2" MAXIMUM EXTENSION FROM FADE OF BLOCK WALL El D ElE ❑ ❑ D 1:1 El❑ D DEl❑ EXTERIOR 15 2 1/4" 1/2 BLOCK ❑ a ❑ ❑ 1/2 BLOCK ❑ 1/2 BLOCK c TO DRAIN UNIT-� ❑ ❑ %2 BLOCK 1 ❑ ❑ ❑ CONTINUE BLOCK PATTERN © FILLED CELL STAGGER ALL VERTICAL JOINTS WALL CLE,4N=01,17 FR SCALE: N.T.5. lst COU e � _21��1 CCU S 2 rd COU P 4t�l COU 5 � CCU 5E SCALE: 3/4ts1'-0" SCALE: 3/4"=1'-0" SGALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 4 SCALE: 3/411=1'-0" �•� REFER TO 5DN... PA(5E5 FOR INSTALLATION INFORMATION BY MANUFACTURER. T'�'FICAL SECTION 1114U UJIN[DCLJJ'E3'�� E5LOCi COUPSINS DETAILS UJ L v �SON� INDICATES CELL TO BE FILLED ❑ SOLID W/ GROUT �� (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3/4"=1'-0" INF_ IN GROUTED CELLS / OPENINfs ❑ a STANDARD :�[ANFARD K BOND BEAMHOOK AT 2ND FL. IF e 4 b e ° aIL n a STANDARD HOOK PRF.GAtT °, LINTELS ° �n :n OPEtdiNG � � �� Lx4 RUSS BOTTOM CHORD OR DOUBLE 2x TOP 2"x BUILT-UP COLUMN BLOCKING W/ 2-Ibd TOE PLATE AILS EACH END TOP SPLICE 2 ROWS 10d Q 3" O.C. (14 NAILS TOTAL) IS-l0d NAILS Lu ° 4 CL 2x TOP PLATE 2x CRIPPLES e lb" O.C. - N 2-Ibd NAILS a 24" O.C. OR 5/0" 0 " "J" BOLT OR EQUAL TO TRU55 BOTTOM , (4��l! 5/0' 0 HILTI KWIK CHORD OR BLOCKING 2x BLOCKING e EACH END W/ 10d �G 1 Od 8" 0/C BOLT II W/ MIN. 8" a 4" O.C. FROM EACH HEADER EMBEDMENT 2x STUD e 24" FACE TO BLOCKING NCF O.C. MAX. Yp PROVIDE HILTI X-CF NAILS (2) 2x HEADER 2x P.T. PLATE FOR EQUAL f 12" O.C. PER PLAN 9 UPLIFT=2T950(5PF)P *2) ❑SEE A/S3 FOR STAGGERED FROM BOT. I KNOCK -OUT NOTCH LINTEL WHERE REQUIRED REINF. INFO. PLATE TO CONCRETE --- 2x BOTTOM PLATE W/ (IJ Imd � 8" BLOCK UJ/ ll) "5 FOR CONCRETE PLACEMENT4v4F-IE5 O.C. TO EACH HEADER FACE NOTE: VERTICAL WALL REINF DETAIL BOTTOM sPucE SCALE : NTS StD. 90° NOOK PRECAST LINTEL UJ/ (1) "8 CONT. IN OPENINGS GREATER THAN (o'-ID" WIDE (U_N.O.ON PLAN) CFEN INGEL FILLED CELL UJ/ (1) "B VERTICAL SEE FDN. PLAN FOR LOCATION j' , L -❑ I NOTES: 1❑FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT 6 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OVER STUD o ry ua, T�'FIC,4L INTERIOR NON= 2 x (o (I IINJ FfRX�I 5EARING LOOD FRAA IE WALL WALL DEAD E)ETAIL TOF f:::,L,47E 5FLICE DETAIL �t-1 U5F I�TTI& rN SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 4 SCALE: NTS F= 2240 LBS USP U5P 5PT4 SPT24 U5P SPT4 5pT24 C USP SPT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING HEADER SUPPORT NO. OF JACKS 4 5TUD5 REQ, AT OP€NING5 OPENING 2" x 4' WALL 2" x b" WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4" (1) (2) (1) (2) 4'=9" (2) (3J (2) (2) / / / r r / / / / / ❑2 VERIFY THAT ALL REINFORGEI" TENT HAS BEEN PLACED SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION / ' O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENING5 LESS THAN OR EQUAL TO b'-O" IN WIDTH DO NOT 2X CRIPPLES e Ib" O.G. 2-ROW5 12d NAILS STAGGERED REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ U5P 5PT24 TYP. e 12" O/C EACH FACE OR 2X4 STUDS 6 24" O.C. ��❑� \ \ OVERLAPPING \\\\ \ \ \Nk z /S"xl0' "J" BOLt s 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 USP SPT4 X4 P.T. PLATE \\ \\� \ \� \ TRANSOM FRAMING SEE SECTION AA/SI \\\ AND 55/51 FOR AILED INTO TRANSOM FRAMING FRAMING l0d NAILS b" STAGGERED (2) Ibd TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ADDITIONAL DETAILS �� ENTRY 1 U5P 6PT22 K.O. BLOCK W/(I) RECESS SP 5PT4 USP SPT4 ANCHOR BOLTS -2 24" O.G. MAX 1Ir2 CONT. 4 FILLED LINTEL ANCHOR BOLT 2X4 P.T. PLATE ° ° a a FLOOR PLAN. TOP AND BOTTOM 3-ROW6 12d NAILS STAGGERED ° MASONRY WALL 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM PLATE WHEN STUD LENGHT GREATER HEADER TTf='lL FILLED LINTEL 455ENE3L1L5TA30STRAPSAION AT COU SIN COIN � INfi 5C SCALE: N.T.S. EACH STUD WRAPPED 5/8°xl0" "J" BOLT 6 24' O.G. MAX. SCALE: 3/4"-1'-0" 4 OVER TOP PLATE 4 USP G (MIN. (2) PER BOTTOM PLATE) G NAILED TO HEADER EACH SIDE W/ 11 - 10d I USP SPT4 SPT24 5P SPT4 f 5/8 - 5l8" 7 5/8° TRUSS BOTTOM CHORD OR NAILS DOUBLE 2 X 12 �2 SYP S' S' a° CO HEADER W/ 1/2" FLITCH — — — — — — — — NAIL�LOEACN END CKING W/ Ibd TOE _ >md NAILS A I IOd NAILS a S' PLATE IU.N.O.J lOd NAILS 6 b O.C. STAGGERED ❑ 1❑ ❑ ❑ O/C TYP. FILLING AND BLOCKING AS —=���� \ \ \ STAGGERED ❑ SOLID AREAS ARE ❑❑ SOLID AREAS ARE 4„ REQUIRED FASTENED TO\� \ \ ° ° TRANSOM FRAMING ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT U DOUBLE 2 x HEADER W/ (2) ROWS OF 12d a J Q CRIPPLE STUD Ib" O/G UNLESS NOTED \\���\ AILED INTO ABEYOND. INTERIOR SAW CUT TO 10 1/2" SAW GUT TO 10 V2' FULL Sx8x1b BLOCK 3 5/8 25 GA. MSG TYPICAL (U.N.OJ OTHERWISE \\�\ TRANSOM STEEL TRACK RUNNER \��\ FRAMING PLYWOOD WALL ❑ ❑ ❑ � N SHEATHING 3 5/8 STEEL STUD Q 24" TRAN50M FRAMING V PLYWOOD FASTENED TO TRUSSES ° 2 x4" STUDS TYP. Ct O.C. MAX W/ (2) NO. S x 5/8" SEE SECTION AA/51 AND \\ \ WITH Sd COMMON WIRE NAILS -a 4" 54 DOOR OPENING --*-DOOR OPENING DOOR OPENING—CL WAFER DEAD SELF BB/Sl FOR ADDITIONAL \� O/C BOUNDARIES b" O/C EDGES B I � I SEE PLAN FOR REQUIRED DRILLING 6 TOP 4 BDETAILS BOTTOM CONNECTIONS �\ 4 S' O/C FIELD EXTERIOR ❑ ❑ p0 , USP PLYWOOD WALL ❑ ❑ ❑ 3 5/8 25 GA. MSG Oio Op 5PT22 SHEATHING STEEL TRACK RUNNER N/1G P.T. BOT. PLATE MASONRY ❑ ❑ ❑ W/ HILTI X-CF NAILS OR RECESS ❑ ❑SP WALL BELOW ANGHOR BOLTS Q 24" O.C. MAX. EQUAL 12" O.C. bXb W1.4XWI.4 WWF OR r" HOLD DOWN CONNECTIONS LINTEL SPT4 SPT4 (MIN. (2) PER BOTTOM PLATE) ----------- — o ❑ FIBERMESH NOT REQUIRED 6 BEARING 1ST COARSE 2ND COARSE 3RD COARSE — — — —°— — _ _a4 — WALLS WITHOUT UPLIFT a MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ° 2X8 P.T. BOTTOM COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL 15 TO BE ��� � �� �� � fR � � T� I � � PLATE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 7 T'FIC,4L INTERIOR NON �ON BE>�ING 1�fET�L F�>41"lE UJ�LL SCALE: N.T.S. �� � ��,4MIN� D�T,4IL5 A�®V€ �NT�Y �fR i 5/8"xl0" "J" BOLTS g 24" O.C. MAX. 54 (MIN. (2) PER BOTTOM PLATE) &GALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �4 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee(ing.com a o N W 0 o M O z a Lu UL a w Q, � ' n Z<M �a Z C9 Cf°i wLLJ J LLO U) F_ ui W 0 Q z Q 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 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED 11NTERNAL PRESSURE COEFFICIENT =10. 18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE li IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF iHtS DRAWING ONLY. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE 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 H THI TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP GABLE DETAIL VERSION NO. 4.01 / 04.20.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 !* wo-st*4 4 4.: .- a No. 0122 .� • Cr a ep�T EOF �, OI�I,O.••�����®ems ssiingQ{{a1 SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S4 0 1T 0 0 T 0 0 T 0 T_ Y / r C1) #5 VERT. IN FILL CELLS (SEE FDN. PLAN FOR LOCATION) C1) #5 VERT. IN FILL ul 2 "x (o"x 5" LONG W/TAPCON _ CELLS (SEE FDN. PLAN U ANCHORS (4) 3/16" x 3 1/4" = FOR LOCATION) Z -- CENTER BLOCK 's FILLED CELL uu CONG. SLAB = `n - C�X(o W1.4XW1.4 WWF 4"x4" INSPECTION PORT CONC- SLAB AT EACH FILLED CELL ��, Z OR FIBERi"1ESN TYPICAL FIN FLOOR roXro W1.4XW1.4 U) - � A OR U ST3 OR ST4 I° j OR FIBERMIESH FIN FLOOR a 0� 53 S6 1'=®" S4"I 54.1 SEE SECTION I° \ ! `° z --A FINISH FLOOR FOR LOCATION 1 I 4"x4" INSPECTION IL MIL VAPOR /' %; !� ��� E IL 41 PORT AT EACH �/ , \ 1 I lmd x 3 +- I CT /o' O.C. / BARRIER FILLED CELL c I" X TYPICAL K # MIL VAPOR HEADER BLOC U.N.O. 3 TIES � / / /i / ° 10" STANDARD / ; ' a '5 CONT IN 2x4 T L BARRIER / � = W/ C1) #5 CONT. 3�0" O.C. ' 9m° HOOK HEADER BLOCK % Q #5 '1 32 " O.G. OR #ro a HEADER BLOCK U.N.O. // _ 4(I" O.C. MAX, PROVIDE / LCMU BLOCKS ADD'L DOWEL C5) lad x 3" ��/j NOTE: ADD *5 @ �� IALIGNING W/ FILLED 2x4 STAKE W/1" lIN- 2'-m" ,, ;�j`� % Z 48 OG MAXIMUM —III II / ��/� CELLS ABOVE �\ —1 PENETRATION INTO SOIL, \/ F IN STEMWALL / MONO FTG. REFER TO /��/BELOW WINDOW FOUNDATION FOR SIZE T I � � � � � / / , iV � OR DOOR� REINFORCEMENR ��'����� ��i��%� �� OPENINGS / �� �D 4"x4" INSPECTION CLEAN POISONED AND CLEAN POISONED AND �� / CLEAN POISONED 4 NOTES COMP. SOIL. (95io�/ COMP. SOIL. C95ie �� // / / /�i i, ,� �: PORT AT EACH ��.� _ ° ° a MODIFIED PROCTOR a° FILLED CELL COMP. SOIL (95io 4,� STANDARD STEM ALL FTG. REFER TO MODIFIED PROCTOR PER ASTM D155�) MODIFIED PROCTOR ST3/ 4.1 OR ST4/54.1 FOR O ERECT TEMPORARY BRACING PRIOR TO PER ASTM D155�)/\'% ° i, °°a a a @ TYPICAL SETTING 8 COMPACTING BACKFILL- • • ° • -- 9(d° NOOK �; ':<_ ° a p PER ASTM D1551) � SIZE � REINFORCEMENT ' ° - ° • • STD. 90°NOOK "5 BAR IN CELL FILLED a O'� a 2� BRACING TO REMAIN IN PLACE UNTIL ����.��'� (3) 05 REBAR °' (SEE DETAIL) SOLID W/ GROUT POURED SLAB IS FULLY CURED (3) #5 REBAR / CONT. ON 3 a I STD.9m°NOOK CONT. ON 3" CHAIR --- ` _4 — (SEE DETAIL) CHAIR a a REFER TO DETAIL _ ST1 1"'fONO TO &T 1�LU74L=L OOTINC re2 �i� C DETAIL r5Ta�ALT_ 5TEt�1 U,4LcL. DETAILS �T ALT_ STEt-I JAL_L DETAIL ST2/54.1 FOR TEMPORARY STEM 3/ ,- SCALE: N.T.S. SCALE: 3/4"=I'-0" SCALE: a' -1'-O" �L4� �41 C.��.� SCALE: 3/4°=1'-0" WALL BRACING. 201, 05 VERT. REBAR CUT 4 REMOVE MASONRY BLOCK IN 05 VERT. REBAR LINE OF STEMWALL AS SHOWN LINE OF STEM WALL FTG. STEM WALL IN HATCHED AREA. TOP OF SLAB FTG 15 VERT. REBAR "5 REBAR TIES TO (2) CENTER REBARS IN "5 VERT. REBAR -- -- ----- ---- SLAB FTG. W/WIRES z EDGE _1 TOP OF SLAB LINE OF INT. � r MONO FTG. I "5 REBAR TIES TO 05 REBAR TIES TO G (2) CENTER REBARS © I (2) CENTER REBARS ° G I IN FTG. W. WIRES LINE OF INT. Li I I IN FTG. W/ WIRES STEM WALL I MONO FTG. ° I a PER PLAN �✓ n � I I Ba REINF. IN FTG. "REBAR TIES as ° PER PLAN SECTION �8 TO (2) CENTER REBARS IN FTG. CUT 4 REMOVE LINE OF INTERIOR\—REINF. IN FTG. STEM WALL FTG. W/ WIRES I FTG. MASONRY BLOCK IN PER PLAN PER PLAN �n I STEMWALL AS SHOWN -- IN HATCHED AREA. SECTION 4,4 INT. MONO FOOTING TO INTERIOR MONO FOOTING STEM WALL DETAIL TO STEM WALL DETAIL (o SCALE: N.T-S- J SCALE:N.T.S. 5.1 *5 VERT. REBAR '5 VERT. REBAR LINE OF REINFORCEMENT IN STEM WALL FTG. PER PLAN LINE OF STEM WALL FTG. REINFORCEMENT IN FTG. TOP OF SLAB FTG. PER PLAN L_— 1/25LOCK — —--------- SLAB —a TOP OF EDGE HEADER BLOCK SLAB -------- °� _1 I- — — — — 8" CMU STEMWALL (SEE � � `' A A IAA nP I I /r,/ r-r= \—LINE OF INTERIOR ADDITIONAL INFO.) MONO FTG. I ° a ° (2) 05 RE BARS BENT AS °LINE OF INT. LINE OF FOOTING SHOWN AND TIE TO CENTER a a. MONO FOOTING 8" CMU STEMWALL (SEE PER PLAN REBARS IN FOOTING (2) #5 REBARS BENT AS AA/53 OR JJ/5(o FOR I I ADDITIONAL INFO.) SHOWN AND TIE TO CENTER SECTION CC I I LINE OF INTERIOR REBARS IN FOOTING VA I FTG" STEMWALL FTG. PER PLAN LINE OF FOOTING BEYOND 4 O- DD SECTION DID cc ALT. INT_ MONO FOOTING ALT. INTERIOR MONO FOOTING TO STEM WALL DETAIL TO STEM WALL DETAIL a SCALE: N.T.S. 5 .1 SCALE:N.T.S- CJ.4.1 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 www.donscoengineering.com N w O�^ Z QLu� L aw ' z�a ma N Z C7 uf°i LuLn wZJU Ln ui Lu Q 0 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 SUPPLEMENT). SECTION R301 FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0. 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. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 200 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEAT 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP ABLE DETAIL VERSION NO. 4.01 / 04.20.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ,`�t®eaaaaessxse°°rr s - No. 60122 * " - d -A F • •' dd 9� , l • , \C, e4� • F n• •���'`', • yr''ro°`SRO N A L °0°s°;•rti;o aseasae SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S4.1 C) T' C) O O O 'r^ W M T' LO SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKINCz TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES 2x4 BLOCKING Q 24 OUTLOOKER AND NAILING SCHEDULE F R USP RT16 OR EQUAL 2x4 OUTLOOKER e 40" O.G. REFER TO SECTION lA 24" O.C.HEATHING DETAIL AND NAILING SCHEDULE 2x4 OUTLOOKER �' 24 BACKNAIL W/ 16d NAIL INS - TOP CORDEA. OUTLOOKER 2x4 FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE SEE STRUCTURAL (2) 16d NAILS @ 24" O/C "L" BRACE ON SHEET 55.1 FOR BLOCKING FOR OUTLOOKER ELEVATIONS( NOTES AND NAILING TOP CORD oTTACHED W/ X-BRACING, AND TOP FIRST FOUR 24" O.C. SCHEDULE FOR BLOCKING FOR " CHORD BLOCKING ROWS OF ����' ± ='-��� MAC �' 2X4 CONT"L" BRACE 10d NAILS � 4 USP HGAM10 W/ (4) , TOP CORD 45*± USP RTI6 OR EQUAL SHEATHING DETAIL USP RTI6 OR FIRST FOUR ROWS " INFORMATION TRUSSES ` USP RT16 OR FASTENED W/ (2) 106 TOP CORD BLOCKING O.C. TYPICAL 3/16 xl-3/4 WEDGE I BLOCKING FOR 1 �1a M �,�. EA. OUTLOOKER " EQUAL 6 EA. OF TRUSSES a EDGES OF 2x4 CROSS BRACE " FOR FIRST FOUR ROWS BOLTS 4 (4) 5D5 WOOD TRU55E5 EQUAL a EA. FIRST FOUR ROWS OF 3 24 O/C. GMID F TRUSSES 5 2x4" CROSS BRACE OUTLOOKER i4' MAx. EDGES OF CsABLE TRUSS WEB 1/4' x 1 1/2' SCREWS TRUSSES 6 EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE ' AG TO EXTEND OF SHEATHING TYP. 2X4 KICKER I HEIGHT O RU E EDGES APPROX. 8° FROM - � SHEATHING TYP. 11 „ -- SHEATHING APPROX. 8' FROM OUTLOOKER TYPICAL RIDGE FASTENED AT 2x8 SYP*2 "L" BRACE TO RIDGE FASTENED AT I "L" BRACE TO EXTEND DOUELE L BRACING DETAIL 5 2x4 RAT RUN BRACING ' 2x4 CROSS BRACE APPROX. � � � EACH JOINT W/ (2) 10d L LE E o OF WEB " EXTEND a LEAST 90io EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF AT LEAST 90io 8 -0 O/C. USP 5'FROM RIDGE FASTENED AT LENGTH (SEE TABLE) SCALE: N.T.S. S5 BOTT. CHORD FOR 4 4 (2)10d TOE NAILS 2x4 GROSS BRACE OF WEB LENGTH 4 I0d 4 (2) 10d TOE EA. END LENGTH (SEE TABLE) I NOTCH � BOTTOM 5PT4 � EA. EACH JOINT W/ (2) IGd 4 (2) NAILS � EA. END 2x4 "T" BLOCKINCs -- -- APPROX. 8 FROM ABLE TRU55 TRUSS SPANS 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT I CHORD (SEE TABLE) .. STUD Imd TOE NAILS a EA. END TRUSS VERT. WEB MAX.2x4 PANEL BLOCKING I 1/2" CDX PLYWOOD OR 2x4 BLOCKING ATTACHED W/ 2 - 16d SPACED 48" O/C ASILL 1/2' GDX PLYWOOD OR EACH JOINT W/ (2) USP RT3A WITH 8-Sd 2X6 FRAMED WALL - SEE 1/16' 055 SHEATHING 40" O.C. AT EA. TRUSS JOINT 48" O/C FOR THE I I I 1/16' OSB SHEATHING 106 4 (2)IGd TOE - FROM LEDGER TP WALL SECTION FOR SPACING ATTACHED W/ 10d NAILS lb d NAIL • FIRST (4) ROWS OF L. BRACE 2x4 PANEL BLOCKING 6 45' O.C. FOR THE FIRST ATTACHED W/ 10d NAILS EA. END Y BLOCKING I 6" O.C. EDGES AND 12' 2x4 BLOCKING 24' 1/2" CDX PLYWOOD OR 1/16" TRUSSES FROM EA. ATTACHED W/ O/C W/ 2 - 16d 8'-0" OF END WALL FROM EA. END TYP. BOTTOM NAILS -1 6" O.C. EDGES GYPSUM WALL BOARD O.C. FIELD GABLE TRU55 05B SHEATHING ATTACHED END TYP. TOP 4 10d NAILS 4" 1/2" HIGH STRENGTH OR 7 - 'N' CORD ATTACHED W/ (2) 16-d TOENAILS I AND 12" O.C. FIELD Vx4" PANEL BLOCKING v 40' O.C. FOR THE FIRST 1/2' CDX PLYWOOD OR W/ IGd NAILS a 6" O.C. EDGES BOTTOM ATTACHED (2) 16d NAILS O.G. TYPICAL 5/8° GYP. WB W/ 1 3/8" TOENAILS EA. END IGdX3° 3' 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. -- -- AND 12" O.G. FIELD W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL DRYWALL NAILS OR THROUGH CHORD 1/16' OSB SHEATHING CABLE TRUSS WEB MASONRY WALL BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ l0d l2) 16d NAILS BLOCKING, FASTEN WITH C I DRYWALL SCREWS 1' INTO 2 "x6" P.T. PLATE " " 1Gdx3" 6 4" O/C SINGLE 11 " BRACING DETAIL O/C CEILING 4 8" C/C 2x4 "T" ON TOP OF PANEL BLOCKING, 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 6' O.C. EDGES ARCHITECTURAL FINISH 2x4 PANEL BLOCKING � 48" 2x4 BLOCKING 5/8" OR I/2' CEILING DENSE GYPSUM WALL WALLS WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD BOARD FASTENED WITH S COOLER NAILS SP HGA10 36° SCALE: N.T.S. �51 FASTEN WITH 10dx3' 4" O/C O.C. FOR THE FIRST l4) ROWS INSTALLED PER MANUF. 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.G. 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED 5/8" x IG" "J" BOLT 48" O.G. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH DBL. TOP DIAPHRAGM WITH Sd COOLER NAILS OR 1 1/4" LONG pRYWALL SCREWS MOISTURE BARRIER WEEP SCREED COMPLYING WITH A5TM C1002 FOR FIRST STUD WALL BLOCKING EXT. bell CaNN. COMPLYING WITH A5TM C1002 FOR FIRST 8'-0" FROM END WALL USP HTA20 OR EQ. ID 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ l2) 16-d TOENAILS IGdx3" 4° O/C S'-0" FROM END WALL 4" O/C TYPICAL PLATE (SEE TYP. SEC.) 48" O/C NON - LOAD 5E�IRING LOCATION 4' O/C TYPICAL USP HTA20 -1 EA. TRU55 ALTERNATE U5P L5TA18 STRAIGHT STRAP �1 4'-0' J MOISTURE BARRIER 5/0' OR 1/2' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP 5PT24 6 EACH STUD GABLE TRUSS 5/8'x 10" 'J' BOLT s 32' O.G. MINIMUM 6" FROM VERT. WEB (24" C/C MAX.) O/G ALIGNED WITH GABLE WEB. ATTACH TO TRU55 GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT — — —4 — TRUSS VERTICAL SEE TYP, WALL SECTION FOR SCALE: 3/4' = 1'-0" PLATE SPLICES W/ 3/16"x2'O PLATE WASHER W/1-I0dxl 1/2' AND TO MA50NRY W/ (3) 311(o"x 2 114' WITH Ed COOLER NAILS OR 1 1/4" TRUSS) SECT 10N ADDITIONAL INFORMATION. TAPCON5. LONG DRYWALL SCREWS (2) 2'x8" 'L' BRACE ri� 5ECT�CNSTRAP( M SSEED D RTICAL COMPLYING WITH A5TM C1002 ED 3ECTICN r2 FOR FIRST 8'-0" FROM END WALL 5 �T I aN SCALE: N.T.S_ 6d FASTENED (3) A�5 WEB*- USE 51MP60N SCALE: N.T_S. ��j 4" O/C TYPICAL SCALE: N.T.S. SCISSOR GALE 'IT" BRACE SCALE: N.T.S. MSTAM36 ON OUTSIDE SCISSOR AS PER HIB 91 SCALE. 20'-0" r-fAX 20'-0' IV114x TL ad 6 61O/C 2 x 4 BLOCKING W/(2) IGd 'X" BRACE SEE DET. J/55 CONTINUOUS BOTTOM CORD BRACING 2'X4' MIN. WOOD TRUSSES TOE NAILS 6 EACH END � 24' O/C (TYP) ' f"ROPER INSTALLATION UNAGCEPTABLE INST,4LLTION DO NOT DO TI415 • - �41#* 05 REBAR (TYPE( 1 � 15 REBAR (TYP,) ,, � �' II i , STD. 90` HOOK (TYP.) ,,, ✓ STD. W. HOOK CTYPJ k X FILL SOLID 4P* z BRACING W/(3) IGd x 3" BOTH CELLS w IL • 6 EACH CONN. 6 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 HGAMIO W/(4)-3/16"xl-3/4" _/ OF STAGGERED 1Gd COMMON WIRE NAILS OF STAGGERED 3Gd COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE WEDGE BOLTS 4 (4) SD5 1/4' MOISTURE BARRIER / i 4# (D -- 0.148", L = 3') OR EQUAL (D s 0.201', L 4 1/2") OR EQUAL NAILS (D = 02G1", L = 4 1/2") OR x 1 I/2° SCREWS NOTES: EQUAL BOND BEAM *101 I , 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2' LAG SCREWS OR EQUAL I I �, SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL I ARCHITECTURAL FINISH 1 NOTCH a FIRST COURSE x[L Qa 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 1" LAG SCREWS OR EQUAL M NOTE: THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)4A41 L NOTCH WEB AT THE FIRST 2 COURSES I, �� 1) SEE TRUSS MANUFACTURER'S TRU55 ENGINEERING TOP $ BOTTOM CORD 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION •5` � CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING � � THAT MY BE REQUIRED 4'-0' O.C. MAX. FOR 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EXT. LUALL CONN. e NON LOAD 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) 5E74RING LOCATION (UNEVEN CLG.) rE FILLED CELL PER FOUNDATION PLAN BRACING PROVIDED IT EXTENDS OVER AT LEAST' 0O% OF THE WEB. T'rFICAL NAILING 5CNEDULES FOR BUILT=UP COLUMNS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ILL D � �� IN�T7�LL74TI0N REQUIRED 1"11NIMUM PERMANENT TRUSS BRACINCx PLAN SCALE: N.T.S. SCALE: N.T.S. ADDITIONAL INFORMATION. JJ AS PER BCSI 1-03 SCALE: N.T.S. 2'x4" OUTLOOKER -1 24" O.C. W/ (2) I0d PER JOINT SCISSOR TRU55 12 TOP CHORD BLOCKING FOR 1ST FOUR ROWS OF TRUSSES, U51NG MINIMUM 2"x4" (2) 16d TOE NAILS -9 EA. END rN rj GROSS BRACING (SEE PLAN FOR LOCATIONS) I0dx3" O/C 2 "x4" 6 6" O/C RUNNER (2) 16d PER TYPICAL JOINT I 12" MAX. 'ILI' BRACING REQUIREMENTS STUD SPACING NO 'ILI' BRACE (1) 2'x4' (U.N.O.) °L° BRACE 2"x6" (U.N.O.) "L' BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" 4 GREATER 5C1550R G,45LE - (1) 21IxE" 02 5.P.F. e E,4CH VERTIGAL AND (2) 2`x0` FULL HEIGHT e D14PNR,4GM BLOCKING PRE-ENGINEERED -- OVERLAP TRUSS BRACING 6.9 MAX. AT LEAST TWO TRU55 SPACES WOOD TRUSSES OVERLAP 2X4 BRACING 6 48' O.G. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-106 s EA. TRUSS (NOTE: BRACING • MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MINIMUM (2) 16d PER JOINT MINIMUM 2'x4' TRU55 BRACING CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. ALTERNATE NON -DROP NOTE: G_i,45LE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90510 OF WEB LENGTH EXCEPT, SCISSOR TRL 555 E3R74CING 0VERL,11= D TAILrr-TN� 1z;_7 11 CABLE WNIG+-I REQUIRES BRACE TO EXTEND FULL I-IEICsNT OF GABLE. SCALE: N.T.5. CfRO55 5fRAC;ING; DETAIL ri SCALE: N.T.5. 2) "L" BRACE TO BE FASTENED TO CABLE STUD WITH 10dx3" NAILS a 4" O/C. COSMETIC DROP CEILING FRAMING SCALE: N.T.S. 5C 155OR TRU55 LU/ DROR CEILING 5RACING QET,41L MEAN WALL HEIGHT UP TO 30'-0' SCALE: NT5 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRU55 4 S5 S5 'L" BRACE W/ 106 6 4' O.C. 12 (SEE SCHEDULE FOR 51ZE 12 AND LOCATION) 6.9 rlAx. 6.9 MAX. BRFOR d'S� (SEE SCHEDULEE 5 5 g5 AND LOCATION) S5 ABLE TRUSS 6 6 S5 S5 a a . a • . . a < a. C w — — — — w e z W w v 0 X m e N 7�] w 0w 3 55 12 DOUBLE TOP PLATE 6.9 MAX. 1_2X4 LEDGER USP L5TA 18 _ _ __ __ ___..J_ L._ UFL IFT C,ONNEGT IONS - TUDS 16" D.G. �- �- 7��� �—fir CONT. BEARING 1� �� ���� �� ��—� ONT. BEARING= DBL. TOP PLATE USP HC�AIO (TYPJ STUDS 9 16' O.G. USP SPT24 UJOOD I°R141IED G,45LE END 5R,4CING DEVIL G,45LE END E3R,1CING DE TAIL GABLE END 5RACING D� EACH STUD � I � 1=RAM I NGETAIL 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 HEI&4T UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 34'=1'-0' NOTES FOR WIND SPEED SPECIFICATION END JACK y/ c,� o CORNER JACK � U Z � QC w O U DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoengineering.com i o r-1 N w Oho In O ZM QoLL aw ' < ¢ � z I. - o � N w zU JLn Ln W V) Z V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WrIH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1-0.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©201 I LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0201 I -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 i FOR TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP GABLE DETAIL VERSION NO. 4.01 / 04.20.11 CA 25948 El SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 y►�.H�-°�� • o •• O f * Y d No. 60122 * m .� e S�fE • (;� � +411141 rlo s caaa`°�s SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S5 0 T 0 O 0 0 0 I— L J r 2x FURRING e Ill (AS REQ'D.) Ix4 P.T. BASE NAILER (AS REQ'D.) 31/4' BASE BOARD (AS REOV.) bx6 W1.4 0.4 WLLF OR FIBERME514 MIN. 2500 PSI CONC SLAB a o \ i I 31iz' MIN. TYP. 5EE 14/53 FOR ONE STORY 4 G/56 FOR TWO STORY REINF. INFO CLEAN POISONED AND COMP. g" SOILfS MODIFIED PROCTOR PER ASTM DI551) (U 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) ARCHITECTURAL FINISH (EXT. ONLY) 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL z_ NOTE: LO 1) MASONRY WALL PROVIDES 2-HR N PROTECTION PER UL-U905 (AS REQ'D.) STD. 900 HOOK (SEE DETAIL ON SHT. 53) 3 1/2' MIN. a ° a ° �\\�\\\T\\\^6ARIRIERPOR 2'-0" (TWO STORY) g" 24I CUIfR r�,45. FIRELUALL JJ/ 5TEF 5EOTION SCALE: 3/4 1'-0'I 2X4 BLOCKING 61 40' O.G. MAX. W/ (2) I(od TOE NAILS s EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER 6 45" O/C MAX. VERTIGALLLY NAILED TO TRUS5 WE55 W/(2) ad (TYP.) PRE ENGINEERED ROOF TRUSS sl 24" O.C. MAX. 1/2" x 6" WIDE DENSARMOR 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 1 3/4" TAPCON5 9 16" O.C. PLYWOOD/TYPE 57D. 90° HOOK - NOTES: (SEE DETAIL) 1) SEPARATION WALL IN THE R-3 MIN. INSUL. PER - ROOF SYSTEM PROVIDES FBC (2001 ED.) 2-HR5 PROTECTION PER S13-602.LABC.1.1 (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4 GP WHI 495-0143 (1) #5 VERT. IN FILL- (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. 2) MASONRY WALL CELLS (SEE FILL PROVIDES 2-HR5 GELL PLAN FOR PRE ENGINEERED WD TRU55 6 24' O.C. MAX. PROTECTION PER UL-U905 LOCATIONS) 12 SHINGLE ROOF _ 15 LB ROOFING FELT (SHINGLES) (1) *5 VERT IN FILL CELL5 (SEE FILL CELL PLAN FOR LOCATIONS) HURRICANE ANCHOR 9 EACH TRU55 (SEE UPLIFT SCHEDJ W/ METAL PL. 2x4 PT BLOCKING BETWEEN TRUSSES W/ UNDER EA. TRU65 TO OUTSIDE OF WALL. (2) 10d TOE NAILS 6 EA, END 4 LU 1/16" O.S.B. (FOR SHINGLE) OR 5/5" (2) 3/16"x2 3/4" TAPCON5 INTO CMU WALL z J 055 (FOR TILE) FIRE RATED OR 3/4' PLYWOOD DECKING GLUED AND �1SUL. MIN. REG, PER ROOF PLAN SEE ROOF NAILED W/ ad COMMON a 6" O/C; NAILING SCHED. ON SHT. SNl EDGES AND 12" O.C. FIELD J 1/2" GYP. W.B. OR 3/0' 2 M W 1/2" HIGH STRENGTH OR 5/8" GYP WB W/ ALUMINUM - - 1 3/8' DRYWALL NAILS OR DRYWALL DRIP EDGE OSB (DRAFTSTOPPING) 6CRW5. 1" O/C CEILING 4 8' O/C WALLS ALUMINUM FASCIA TO BE NAILED W/ 8d COMMON 6 6" O/C;TO ONE 1" P.T. NAILER 12" U.N.O. 2x4 SUB FASCIA SIDE OF FLOOR TRU55 FO MOISTURE BARRIER 2" ALUMINUM AN AREA 1000 SQ. FT 4 VENTILATED SOFFIT SEALED PENATRATION STD. 9A° HOOK (SEE DETAIL) 8"x8"XI(o" CONC. KNOCKOUT BLK. AREAS W/ FOAM. W/1#5 ROD CONT. FILLED W/ SONG. DRAFTSTOPPING SHALL (1) #5 VERT IN FILL CELLS (SEE DIVIDE THE CONCEALED FILL CELL PLAN FOR LOCATIONS) SPACE INTO APPROX. 16" FLOOR R4,2 MIN. INSUL. EQUAL AREAS. SYSTEM Ix P.T. BASE NAILER 4"x4' INSPECTION PORT AT EACH FILL CELL TYPICAL ul 2x4 PT BLOCKING BETWEEN TRUSSES W/ (2) 10d� TOE NAILS 9 EA. END 4 (2) 3/16"x2 3/4" TAPGONS ? AA-H INTO CMU WALL 3/4" PLYWOOD DECKING GLUED AND NAILED W/ ad COMMON 6 6" O/C EDGES AND 12' O.G. FIELD 1/2" GYP. W.B. OR 3/0' PLYWOOD/TYPE 2-M-W 055 (DRAFT5TOPPING) TO BE NAILED W/ ad COMMON 6" O/C TO ONE SIDE OF FLOOR TRU55 FOR AN R4.2 MI , AREA 1000 SQ. FT 4 INSUL. SEALED PENATRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED 5PAGE INTO APPROX. EQUAL AREAS. 16" FLOOR SYSTEM DIAGONAL WEB IS REQ'D TO TRANSFER PERP. DIAPHRAGM LOAD (MIN. 200 PLF) TO FLOOR DIAPHRAGM (AT EXTERIOR WALL ONLY) 1/2 HIGH STRENGTH OR 5/0' GYP WB (OR 5/8AJ GYP. TYPE "X" -@ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCRWS. 1" O/C CEILING 4 8° O/C WALL5 Ix WD FURRING aT 24' O.G. - BASEBOARD MIN. 2500 PSI CONIC. SLAB (MIN 3000 PSI GONG. SLAB FOR HERNANDO GO. ONLY) Ln LITE TEXTURED DECORATIVE FINISH UPPER FLOOR 5TD. 90° HOOK (SEE DETAIL) 8"XS'xl6" GONG. KNOCKOUT BLOCK W/ (1) 05 ROD CONT. FILLED SOLID W/ GROUT THD410 HANGER W/ 20-IOCI 4 (14) 3/16"xl 3/4' TAPCON5 (SEE THD410 - TAPCONS PLACEMENT DETAIL) Ix P.T. BASE NAILER �—ARCHITECTURAL FINISH (1) 05 VERT. IN FILL CELLS (SEE w FOUNDATION PLAN 4 NOTES) U N Q 4"x4' INSPECTION PORT AT EACH FILL CELL TYPICAL M C ° FINISH GRADE o 2 WI.4xW1.4 WWF OR FIBERMESH \ j\\ /\\//�� Y_ STD. 90 HOOK (3) # 5 REBAR ON 3' CHAIR 4. (SEE DETAIL) W/3" MIN. CLEARANCE T�f= 2 = STORT' UJAL = SECTION rri 5CALE:3/4"=1'-0" (1) LAYER 1/2" HIGH STRENGTH OR 5/0' GYP. WB. (OR 5/8" GYP. TYPE 'X' 6 GARAGE U A HABITABLE ROOM ABOVE) W/1-3/8" DRYWALL NAILS OR DRYWALL 5CRW5. 1" O.G. CEILING, 8" O.G. WALLS 4 4' O.G. EDGE5 TWO &TOFF F',4 T�' FIRE CAULK r2 " CLG. \ 1 RUNNER (2) LAYERS I" DEN5GLA55 5HAFTLINER rINSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS W1 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING e 40' O.C. MAX. W/ (2) 16d TOE NAILS s EACH END 4 GLUED TO ROOF SHEATHING 15 LB ROOFING FELT (SHINGLES) 1/16" D.S.B. (FOR SHINGLE) OR 5/8' 055 (FOR TILE) SHEATHING U.N.O. FIRE RESISTANT 055 1/16" (FOR SHINGLE) OR 5/0" (FOR TILE) SHEATHING 4' ON EA. SIDE OF PARTY WALL BREAKAWAY CLIPS AS PER GEORGIA-PACIFIC 5PECIFICATION5 e EACH SIDE OF EVERY OTHER STEEL "H" STUD (48" OG MAX) 4 IOFT OG VERTICALLY (1) LAYER 1/2" HIGH STRENGTH OR 5/6" GYP. WB. W/ 1-3/8" DRYWALL R30 INSUL. MIN. NAILS OR DRYWALL SCREWS 1" O.G. CEILING, 8" O.C. WALL5 4 4" O.G. 'X EDGES 2 x 4 5YP*2 x12" LONG SCAB a EACH RBC CLIP W/ IOd 6 3" O.C. 51MF50N RBC @ 36" O.G. W/ 6-10dxl 1/2" NAIL5 INTO TRU55 BOTTOM CHORD/5GA5 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 FAGE5 OF WALL) I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's 8"x8"XI6" CONIC. KNOCKOUT BLK. W/1*5 ROD CONT. FILLED W/ GROUT 4"x4" INSPECTION FORT e EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER 5TD 90° HOOK o: THD410 - TAPCON5 PLACEMENT DETAIL (SEE DETAIL) 2ND FLR. THD410 HANGER W/ 10=10d 4 (8) 3/16"xl 3/4" TAPCON5 (SEE THD410 - TAPCON5 PLACEMENT DETAIL) �-6"x8"x16" GONG. KNOCKOUT BLOCK W/ (1) 05 ROD CONT. FILLED W/ GROUT I" P.T. NAILER �R=3 MIN. IN5UL. PER FBC (2001 ED.) 513-602.I.ABG.1.1 SECTION SCALE:N.T.5. 3/4' PLYWOOD DECKING PER J/56. 8" CMU WALL K.O. BLOCK 4 10-10d NAILS INTO BLOCKINGO DBL. K.O. BLOCK PER DETAIL J/56. . \ZZ2X4 5YP*2 DIAGONAL (45°) SHEAR BLOCKINGS BETWEEN BLOCKING-5 W/ (2) 106 TOE P.C. LINTEL-"-*" INTEL NAIL5 EA. END, PER PLAN. 544EAS UJALL DEVIL � 5CALEXT.5. PRE- ENGINEERED FLOOR TRU55E5 -a 24" O/C MAX, 2X4 5YP*2 BLOCKING -a 48' O/C W/ (2) 10d TOE NAI1_5 9 EA. END (TYP.) 8" CMU WALL 2X4 BLOCKING 6 48" O.C. MAX, W/ (2) 16d TOE NAILS a EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER s 48" O/C MAX. - VERTICALLLY NAILED TO TRU55 WEBS W/(2) ad (TYP.) PRE ENGINEERED ROOF TRUSS e 24" O.G. MAX. 1/2" x 6" WIDE DENSARMOR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS 6 EA. 511DE OF STEEL "H" STUD (ONLY REQUIRES IF ATTIC AREA 15 AGGE5515LE.) 2 x 4 5YP#2 x12" LONG SCAB @ EACH RBC CLIP W/ 10d 6 3" O.G. 51MP50N RBC 6 36" O.G. W/ 6-10dx1 1/2' NAIL5 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 2" FLOOR RUNNER W/ 3/16' DIA.-� x 1 3/4" TAPCON5 9 16" O.G. STD. 9A° HOOK (SEE DETAIL)-/ 81'x8"XI6" GONG. KNOCKOUT BLK. W/- 105 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC (2001 ED.) 513-6021,45 (1) #5 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS 2x4 PT BLOCKING BETWEEN TRU55E5 W/ (2) 10d TOE NAILS a EA. END 4 LLN (2) 3/16"x2 3/4" TAFCONS INTO CMU WALL z J; 3/4" PLYWOOD DECKING GLUED ANDLI) " NAILED W/ ad COMMON a 6" O/C ', EDGES AND 12" O.G. FIELD 1/2" GYP. W.B. OR 3/8" PLYWOOD/TYPE 2-M-W OSB (DRAFT5TOPPING) TO BE NAILED W/ ad COMMON 'a 6" O/C TO ONE SIDE OF FLOOR TRUSS FO AN AREA 10= SQ. FT 4 SEALED PENATRATION ARE45 W/ FOAM, DRAFT5TOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. 16" FLOOR EQUAL AREAS. SYSTEM 'I) LAYER 1/2' HIGH STRENGTH OR 5/8" GYP. WB. (OR 5/8" GYP. TYPE X' -@ GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8" DRYWALL NAILS OR DRYWALL SCRWS. 1" O.G. CEILING, S" O.C. WALLS 4 4' D.C. EDGE5 (2) LAYERS I' DENSGLASS 5HAFTLINER INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS EACH END FIRE CAULK 15 LB ROOFING FELT (SHINGLES) 2" CLG, 1/16" O.S.B. (FOR SHINGLE) OR 5/0' RUNNER 055 (FOR TILE) SHEATHING U.N.O. FIRE RESISTANT OSB 1/16" (FOR 3" MIN. GAP (ONLY SHINGLE) OR 5/5" (FOR TILE) 1/2' GYP WB REQUIRES IF TIC A A SHEATHING 4' ON EA. SIDE OF IS NOT ACC SI ) (1) 05 VERT, IN FILL CELLS (SEE PARTY WALL FOUNDATION PLAN FOR LOCATIONS) BREAKAWAY CLIP5 AS PER GEORGIA-PACIFIC Lw 5PECIFICATION5 s EACH SIDE OF EVERY OTHER z TYPE '5' MORTAR (TYP.) STEEL "H' STUD (48" OC MAX) 4 IOFT OC VERTICALLY F_ o1 2X4 BLOCKING Wl (2) 10d TOE NAILS EACH END N U 8" CONIC. BLOCK (TYP.) PRE ENGINEERED ROOF TRU55 Q Ix P.T. BASE NAILER 4'x4" INFECTION PORT PERPENDICULAR TO WALL -1 24" O.C. MAX. EA. FILLED CELL (TYP.) (ox(o WI.4xWIA WWF R30 INSUL. MIN. (1) LAYER 1/2" HIGH STRENGTH OR 5/8' GYP. WB. <r ---- ---a- ° -------- W/1-3/8" DRYWALL NAILS OR DRYWALL SCREWS. 1" O.G-CEILING, S" O.G. WALLS 4 4" O.G. EDGES p / - MOISTURE BARRIER v/ I" P.T. NAILER (4) #5 CONT.�jj �jj 5TD. 9m' HOOK U5P HTA20'a END OF TRUSS W/ 10-10d x 1 112" NAILS ON 3" CHAIR 8" 2 -0" 8° (SEE DETAIL) INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2- 5 T 0 "T' f ,4 T i' UJ,4 L L 5 E O T I ON PROPRIETARY PANELS ll) #5 VERT. IN FILL CELLS (SEE SCALE: N.T.S. FLOOR PLAN FOR LOCATIONS) NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GF WHI 495-0743 2) MASONRY WALL PROVIDES 2-HR5 N PROTECTION PER UL-U'305 FI ELJ,4I=L DETAL (2) LAYER5 I" DEN5GLA5S 5HAFTLINER INSERTED BETWEEN 2" FLOOR 4 CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN FIRE CAULK ADJACENT PAIRS OF GYP. PANELS. 2" GLG, RUNNER MIN. G.41= (ONLY" REQUIRED IF ATTIC 4RE4 IS NOT ACCESSIBLE 1/2" x 6" WIDE DEN5ARMOR PLUS FIREGUARD G OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS 9 EA. 511DE OF STEEL "H' STUD (ONLY REQUIRES IF ATTIC AREA 15 ACCESSIBLE.) R30 INSUL. 2" FLOOR RUNNER W/ 3/16" DIA. J x 1 3/4" TAPCON5 6 16" O.G. STD. 90° HOOK (SEE DETAIL) 8"x8"XI6" CONC. KNOCKOUT BLK. W/ 1#5 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC- (2001 ED.) 513-602.1.A15C1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GF WHI 495-0143 2) MASONRY WALL PROVIDES 2-HRS i PROTECTION PER UL-U9A5 4"x4" INSPECTION PORT 6 EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER STD. 9A° HOOK o� �o e� �e e� �a THD410 - TAPCON5 PLACEMENT DETAIL (SEE DETAIL) 2ND FLR THD410 HANGER W/ 10-10d 4 (6) 3/16"xl 3/4' TAPCON5 (SEE THD410 - TAFCON5 PLACEMENT DETAIL) �-8"x8"xl6" CONC. KNOCKOUT BLOCK W/ (1) 05 ROD CONT. FILLED W/ GROUT \-l" P.T. NAILER �R-3 MIN, INSUL. PER FBC (2007 ED,) 513-602.I.ABC.1.1 5CALE:N.T.5. 2X4 BLOCKING W/ (2) 10d TOE NAILS fit EACH END 15 LB ROOFING FELT (SHINGLES) 1/16" O.S.B. (FOR SHINGLE) OR 5/8' 055 (FOR TILE) SHEATHING UN.O. FIRE RESISTANT OSB 1/1(o" (FOR SHINGLE) OR 5/8" (FOR TILE) SHEATHING 4' ON EA, SIDE OF PARTY WALL BREAKAWAY CLIP5 AS PER GEORGIA-PACIFIC SPECIFICATIONS 6 EACH SIDE OF EVERY OTHER STEEL "H" STUD (48" OC MAX) 4 IOFT OG VERTICALLY 2X4 BLOCKING W/ (2) 10d TOE NAIL5 6 EACH END PRE ENGINEERED ROOF TRU55 \PERPENDICULAR TO WALL -1 24" O.C. MAX. �- (1) LAYER 1/2" HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8" DRYWALL NAILS OR DRYWALL SCREWS. 1" O.C.CEILING, S" O.C. WALLS 4 4' O.G. EDGES MOISTURE BARRIER I" P.T. NAILER USP HTA20 6 END OF TRUS5 W/ 10-10d x 1 1/2' NAIL5 INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'5 PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) *5 VERT. IN FILL GELLS (SEE FLOOR PLAN FOR LOCATIONS) F:IfPEUJ,4LL DETAL 'a) T L�eS FE FEND ICLJLA TO UUALL SCALE:N.T.S. s(o 2X CRIPPLES 16" O.C. UJ/ U5P 5PT24 TYP. TOP AND BOTTOM #UJIHEN STUD LENGHT IS LESS THAN 12" USE: LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS lmd NAILS 's 0" O/C TYP. DOUBLE 2'l CRIPPLE STUD TYPICAL (U.N.O.) 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) (2) (1) (2) 4'-9' (2) 9'-16' (3) DDO� G SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROW5 12d NAILS STAGGERED 6 12" O/C EACH FACE OR 3-ROWS 1201 NAILS STAGGERED a 12 " O/C FOR 2 "xI0" OR GREATER HEADER DOUBLE 2 x 12 *2 5YP HEADER W/ 1/2" FLITCH PLATE (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER UJ/ (2) ROWS OF 126 e 16 " O/C UNLESS NOTED OTHERWISE 2 "x4' STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS , [L[ /BEAM (3) (2) (2) L SEE PLAN FOR REQUIRED (3) (2) (3) CONNECTIONS LOAD 5E,4fRINr_-.:/ XTE 10fR FFRA"` E UJALL H ,4DFzf;;,' DET,41L DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com ;t O N zw O=� Z " j) MCn O awe �> Qa �d Z W (n J Ln Lm W LL1 C� Q 0 z 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 MPH, 3 SEC. GUST, EXPOSURE ••C'• ENCLOSED (INTERNAL PRESSURE COEFFICIENT = --0.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02011 LENNAR CORP-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-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 SHEATHINGR TILE ROOF 11,12,10 4,00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP ABLE DETAIL 06.10.11 4.02 REVISED J/S6, B/S6 & F/16 H NN 06.24.11 4.03 REVISED ROOF SHEATHING IR VERSION NO.4.03 / 06.24-1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 �;, __. tin :-:s u`�•Fa No. 601 2 . .� T IF •: �4C/ . Z ,,V.;.•••°4 •• SHEET TITLE: TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S6 H u�. 1= 40 `4 LV I Lf1 I J II\%"�I IV/11 LI_V I V 1\IJLI\ AND THEN WRAPPED AROUND STUD PLAN MEW. SCALE:" HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.5.6, 2007 EDITION) HANDRAIL DETAIL SCALE: N.T.S. D 2x4 SPF NOSING GLUED AND - NAILED MATCH NOSING 'A — OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN " AND GAP TOP AND BOTTOM, GLUED AND NAILED TO 2x4 STRINGER syp blockin/i' i / j �i , 2x12 TREAD �for GLUED AND ' NAILED / 2x DR/�FT STOP I 2x4 PT NOTCHED INTO � STRINGER AND \ 2x12 SYP DRYWALL STOP TAPCONED INTO FLOOR \ MUST NOT TOUCH STRINGERS WITH GLUE AT STRINGER \ / 2x4 BLOCK IN KNEEWALL CONTACT POINTS \ i FOR 2x12 NAILING E _ — 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECT ON VIEW _ SCALE: 2" = V-0" STRINGER MUST MAKE CONTACT WITH LANDINC i / / ALIGN THIS STUD WITH A FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN \ BETWEEN 4" AND 2" GAP TOP AND \ BOTTOM, GLUED AND NAILED TO STRINGER 1x4 GLUED AND NAILED \ / TO STRINGER 2x4 RAFT / 2x12 SYP DRYWALL STOP ,.��� MUST NOT TOUCH (P CUT TO FIT j % i)�� STRINGERS IN WALL ► �I / ill I � � )x12 SYP ► �j / SEARS IN IN 1/1 > SYP / \ 2x4 SYP BLOCKING / / FOR STRAP / / 2x4 PT NOTCHED INTO STRIN / AND NAILED TO FLOOR WITH GLUE,(SIMPSON TAZ15) / AT STRINGER CONTACT POINTS \ BEHIND RISER / 2x4 CUT ON — — — BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECT ON VIEW 99W99 SCALE: 1" = 1'-0" STRINGER MUST MAKE 0 FULL CONTACT WITH LANDING S E IC0 MEW W 99 B 99 SCALE: 1" = 1'- C_" ALIGN THIS STUD WITH FACE OF 2nd RISER / 2x SYP CUT TO FIT BEARS IN WALL ;) 2x12 SYP BEAS �I - —� SYP I` E IN WALL ��; BLOCKING 'I FOR 2x6 SYP / L - \ / ZZ // 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GL / 2x4 CUT CfJ BE / AT STRINGER CONTACT POINTS \ / DOES NOT BEAR IN \ / WALL — i SECT ON MEW "D" SECT ON MEW 99�99 FILLER STRIPS ADDED - GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" /—a" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER n GLUED NAILED SECT ON D D SCALE: 1" = V-0" W j" - 3/4 PLYWOOD ON DECK `-2xl2 SYP GLUED ANDx4 0 S 4z�,_ BLOCKI G 2x4RAMIDNG 2x12 TREAD STOP FORDRAFT STRAP � / GLUED AND NAILED/ I I / I � �dI 2x i i DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND \ 2x12 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 MEW. SCALE: 2" = 1'-0" SCALE: 1" = V-0" x4 BLOCKING FOR K42PT UNDER 2x12 2x12 SY SCAB 2x4 GLUED AND NAILED STRINGER (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BEHIND RISE / BLOCKING FOR STRAP GLUED TO _________ RISER AND TREAD / \ / r � I ROVIDE MOISTURE / \ PROTECTION / ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ 4" X \� 2 4" TAPCONS © MAX. 32" 0. / ATTACH ALL COMPONENTS \ 1x4 GLUED A / OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "C" _ TOP OF TREAD , f STRINGER x4 GLUED AND NAILED TO STRINGER \ \ :4 DRAFT / \ OP-- x12 SYP DRYWALL ;TOP MUST NOT OUCH STRINGERS 1 2x4 BLOCKING FOR 2%4 _!�T 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 —2xl2 SYP GLUED AN NAILED TO 2x4RAMING DRAFT STOP 2x4 BLOCKIN C NOTE: 2x12 ) 1 DRYWALL STOP / \ NOT SHOWN / 1 \ j 2X4 CUT ONE BEVEL GLUED AND NAILED TO LVL SCALE: 1" = V-0" CONN. TO BO OF NEWEL PO PER CONTRAC LFLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 11 BELOW ALL NEWEL POST VL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NOTE: HANDRAIL SHALL BE 42" ABV. END OF TREAD N / PICKET- OPT. �KET RX is NG n lru,rl LET LOCK DE '.ING ?X12 BLOCKING OR NEWEL POST �0 ANCHOR TO. GLUED AND JAILED) LOOR JOIST NEWEL POST SECT ON VIEW 99C99 BLOCKING SCALE: 1" = V-0'> SCALE: 1" = 1'-0" ,ram SECTiON VIEW STAIR CONSTRUCTION DETAILS (IF 11 X17 REDUCE SCALE .5) SCALE: AS NOTED 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) 2X6CAP Q 1/2" DRYWALL 2 X 4 FRAME Lu NALL O .Z HALF AALL DETAIL HOOD PICKETS SPACED ®411 C/C OUARPRAIL5 5HALL BE ADGUATE IN 5TRENOTH, DURABILITY AND ATTACHED AS DESCRIBED IN SECTION R312.2, FRG 2001 OPT ONAL G<ET 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 R31 1.5.6.2 . • 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.danscoengineering.com a o N w Oho Ln Z M O Lu a ` rn QQ ZCK r a n V Lu W �Lm Ln Ln W V) Q Z Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESTRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301FOR 120MPH, 3SEC. GUST. EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-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 IZWrATWIKIG rnP -nI E ROOF 11.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP GABLE DETAIL VERSION NO. 4.01 / 04.20.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, rTHUY P.E. #60122 IRWIN J. BENSON, P.E. #49758 b��'iartta¢naF$�a I00'j H i r sit s% ° 4 : •R .� No. p q • q f Ifi Tel , F p O . C,7-. (` a O `Pa. A4, A E� q`�o L allis SHEET TITLE: TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.11 DRAWN BY: DZ REVIEWED BY: TH/AS STAI R T C) O T O T I 0 CIO 1"' LO r off -I � 1=1.. 1F -�%% aftL I tT! i W I rI i M I flog Ratonwo Pact T Inc : T A mr Vft� Seq. Ft.: W Kg�'�n'1 Tvw lapm 14 C&d mmsClas Shafthm iumted in KSWOC 1610 r ) etc. f f remng wwored usrto ir 11 S2 mod wide or VT 112.7 mnd DmAnner ICI * Firequalrld C" Interior Panel or VT (12.7 rim) T ughRoc ' Firquerd C' Mum balarrd. BeariFtg mail Rating - 2 HR. Nonbearing Wall Rating - 2 HR. IL 0 • ,�+ , 1 Y k -.1 r Aim �� R� ■ . � E� 1.. C * - Vamtn dams. CUf*nIIIIIFon 0-2 i 'Ir). 2-. Maeftr - Bloom laid in, full tad of rnoirtim. nom. 1/8 in. w-*, of not less than -114 anpl not mare than .1-1/2 pmu of clean "alrp sand to 1 part Portland cement (prqmt by lu ) and not more thart SO percent hydrated law Thy` ream me:. Vortical jolivits sts . war d Cow Shicco oir Gypsum Aastw - if used, add 1r2 r_ to Classtficatri - Where combastibl* members &m fracn+rd in viall, r or stucw must he app4eMd on teh facit opposite framing to aciale a max. Classification 1-1,�. r_ At:tachod to concrete blocks 1 4.. Uxne MWaamy 111 - ff all! com spaces acts fted with loose dry expmdod silaq, expanded clay or shale (rotary Wei process), water repellant vermicui*e masonry fdf insu. lation, or sAtcone treated PC loses fill suW*n add 2 hir to Classikation. S. Foaawd Pimtko - (Optional - mot sh rin) 1-1/2 in th k max,. 4 ft wde showlim-ggad to concrete blocks Item 1). cote" [ Cam, - Type Thlermax *16uring the LILClassdicationimarkng DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com 1 O 1-1 N W 5r+o o�MO LU Z Q .•-1 aw ' i > zQ m = Q !p w U W JLn J �1 V) w LU ry Q Z Q F— 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 R301FOR 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. 02011 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02011-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 R 1 1.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED No ABLE DETAIL VERSION NO. 4.01 / 04.20.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 �y;,!l1Q6�6}Fr�d3g� o� e r s - No. C ° r T Z �-.J t r �L 00' �=� ' ltry �°a ' �<:i� „lira°. °e•'v�� zgt� oe®. IO eA j `� A L Ea arsat y 10 SHEET TITLE: FIREWALLS SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 03.09.11 DRAWN BY: DZ REVIEWED BY: TH/AS FW1 0 0 i— O O H r 0) O T CD O e— t PRODUCT APPROVAL SPECIFICATION SHEET is required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 Dcal 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 A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65.0/-65.0 psf ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL12274 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential 1NindCode Doors W5 (8X7) FL5675-R3 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf (used immndspeeds over f20mph) Clopay Building Products Residential WlndCode Doors W6 8X7 FL5675-R3 +37.0/--41.0 psf (used in wind speeds over 120 mph) Clopay Building Products Residential WlndCode Doors W6 (16X7) FL5675-R3 +37.0/--37-0 psf Amarr Garage Doors Model #500 Classica. (8x7) FL5427-R2 +40.1/-47.4 psf Amarr Garage Doors Model #500 Classics 16x7 FL5427-R2 +38.4/--43.7 psf Amarr Garage Doors Model #600 Stratford (80) FL5302-Rl +40.1/-47.4 psf Amarr Garage Doors Model #600 Stratford (160) FL5302-Rl +38.41-43.7 psf D. OTHER 2. WINDOWS A. SINGLE HUNG General Aluminum Com any Series 1550/1570 FL14412 +47.2/-50.0 psf General Aluminum Company Series 190011970 FL12968 +40,0/-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.0/-40.0 psf C. FIXED General Aluminum Company Series 155011570 FL13199 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL13199 +40.0/-40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl N/A E. OTH E R 3. PANEL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5I-86.5 psf B. SOFFITS Kaycan Ltd. 12'716" Vented Soffit FL12199 +70.0/-70.0 psf C. OTHER 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 NIA 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 & 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 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 NIA Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Co Cast -Crete High Strength Concrete Lintels FL158-R3 NIA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lott's CP Lintel FL12045 NIA Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels FL6264-Rl NIA 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-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 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-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 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-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-RI IUT FL10531 I -Joist Hanger THE FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 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-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-RI MST60 FL10852 Strap Tie KST260 FL822-R1 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-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-RI SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 7 t 7-tL16-3747 '' Fax 717-846-0355 HR Engineering, inc. 1418 E. Market St., Suite B York, PA 17403 21 January 200ti Nick Thomipson, Product Manager- Siding dz Metals A;socia+ed M fenals, LLC . I State Road Cuyahoga Falls, Ohio 44223 RE: Florida Evaluation, Coventry Vinyl Siding, FRC 2007 Dear Mr. Thompson: The following Associated Materials vincl siding, prnrlil•^r: Co-, r try has been Tasted and analyzed in conformance with ASTM D 3679-05 as required by Florida Building Code 2007, paragraphs 1404.9 and 1405.13, plus Florida Residential Code 2007, paragraph 70-3.11 Structu al felting to AS'l M., D 5206, as required by ASTM b 3679. was done at Archoocu3ral Testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40. Tcstinv was dine for Alside, Inc.. which is owned by Associated Materials- Li-C. Coventry vinyl siding ,s proilur,i .e,. inc�,nLluratiun,. Duub-- - L%,�:isle �,' DuCchrip. Double 4", Double 4" I)utchlap, and 1•tole 3", all with a thickness of 0.042 A <nenL=fhoning ?eature of thi< product is Thar it has a "iolle',d c,lge nail hem", wl:idl forms a double thickness at th,� nail hern edge. havr- perforated a ct!I11bina'ntn 01 ratiol;al and con3pere.iih;, analyses oil flhc> product, which includes the rnandatory requirements of Annex A1.2.1 in ASTM f) 3679 installation must be over 5/8' minimum nailable sheathing or 1i5'• minimum plywood. Installation fasteners must be roofing nail; with _ iQ" diameter head. 1/8" diameter shank, and a ininiruum ler.gril of 1-Sin". The allowable design wind pressures for all 5 „onfi-guralion¢ including Double 5„ D-hlc C.flap, DouUlr 4' riot i- 4" . Dutcltlap, and Triple 3� " are /1- r3 psf for b'nid sspacing, Ti llS.3 pet ,or ,.. ,wit spacing, and-+l-86.5 psf for 16" stud spacing. in order to achieve these pressures, all •tads must have nails in then i 1 ;al rails must be in studs. he above values can he cc r_1p3arcd directly to tf r required wind loads in Chapter 16 of the Florida Building Code. 1 .rust that this information is sett Lent her 1he project need.,;. If thefe are any queskons about this report or if anything additional is required, please advise me. Sincerely yours: Allen N. Reeves, RE, Structural Engineer - ANI :ant Florida License No. 19354 Cc: 090110005 � / ✓�9 rub 4Ay 2oa7 -... -, '- ;' 7-646-3747 HR Engineering, Inc. 1418 E. Market St., Suite 8 York, PA 17403 Ted Bemoan, P.E., Adminislralor, Florida Building Code Commission Ted Berman and Associates. LLC. 925 mil" Stria'.-. Suite 104 Aarui Beach, Florida 33140 RE: Certifi:atior of independence. e R LIc-.r till. _,_/man Installing soffit and fascia Please note: Although vinyl soifit'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. rasca, Installing trim - Option A !asnew" When fascia is applied without exposed nailing.+y f charxee With open eave: 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. sa61 srll- With dosed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A channels every 12' on center, in center of nail slots. Installing trim - Option Bswa When soffit only is applied, or when fascia panel is secured to undersidefascia of wood fascia. �r j-i33s " With open eave: 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. ! t With closed eave: Substitute Jchannels for the Fchannels. t d annel said Ryp Secure all channels in the center of the nail slots, 12" on center. Option B a!Iing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 114" per side for expansion and cut the panels to length. Insert panels into trims. fI For eaves overin width, you will need to install intermediate nailing supports l/ to keep the soffitt 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 Ding applied, use an F-channel or J-channel at corners Diagonal trim use of the overhang to properly finish the installation. 4. When soffits meet at a comer, the pint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. -••"•a SUa ght trim use J-dlaMtls KtnG7nN Z6 KAYCAN" ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 This report is subject to re-examination in two years. www.ice-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICH FORD, VERMONT 05476 (802) 848-7010 www.kaycon.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: R 2006 International Building Codee (IBC) is 2006 International Residential Codd" (IRC) 0 1997 Uniform Building Code's (UBC) ■ BOCA' National Building Codeil999 (BNBC) ■ 1999 Standard Building Code® (SBC) Properties evaluated: ■ Exterior veneer ■ Wind resistance 2-0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D 3679. The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- er wood -grain texture and is available in various colors with matching trim, comers, and starter strips. The panels area minimum of 0.040 inch (1 mm) thick. Lengths range from 10 to 12.5 feet (304810 38t0 mm). Panels are formed with an upper edge having nail slots and a lower edge that hooks into the upper edge of the lower course. The siding is produced in different profiles as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: Installation of the siding, including the panels, comers, starter strips, trim and other accessory items, shall be in accordance with the manufacturers published installation instructions, the applicable code and this report. In the event of a conflict between the manufacturers published installation instructions and this report, this report shall govern. A copy of the manufacturer's published installation instructions shall be on the jobsite at all times during installation. Solid sheathing and a water -resistive barrier shall be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the prescriptive requirements of the applicable code. Seer Section 4.2 for applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind Resistace: Design wind pressures must be determined in accordance with Chapter 16 of the IBC, SBC, UBC or BNBC or Section 301.2.1-1 of the IRC. In areas where the basic wind speed (3- second gust do not exceed 100 mph (45 mis) [80 miles per hour (36 mts) (fastest mile) under the UBC), and the building height is less than or equal to 40 feet 12 192 min in 19 eq ( ) Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as applicable. In jurisdictions enforcing the IRC, installation much comply with the prescriptive requirements of IRC Section R703.4 for areas where the basic wind speed (3-second gust) is less than 110 mph (49 m/s) in Exposure B, and does not exceed 90 mph (40 nits) in Exposure C or 85 mph (37 mis) in Exposure D. For applications in excess ofthe prescriptive requirements, the design must be in accordance with IRC Section R301.2.1-1. For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC) when attached to a code -complying, minimum ale inch -thick (10 mm), structural -rated OSB sheathing. The siding shall be attached with 1'li inch -long (38 mm), "I. -inch -diameter -head (10 mm),'le inch -diameter -shank (3 mm), corrosion -resistant roofing nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding is attached are outside the scope of this report. ICC-G9E-,.,rReho ,byreeottobecwa. ar represenffegaerfhetics oranya---tysnixahcarrY adAnueQ A.. thrymbeca,rd,nr<l dorter� aura/rho snb�ect of the report or o recoweendrstiwr j its rise. There it ao xnr,nury by7CC Evn6wfion Set"ice, loci erpesr or impriarh as to nny fimmg,a wirer nn u,!fits repo1.or. towryproduct cove, tti 4 the,epori. �a 4.m•�e, Copyright ®20W Page 1 of 2 -ax 717-846-0355 22 January 2009 In conic-rrnauce with Rulc 9B-7LI10, l y.C. Criteria for Certification of r i1 • , ri -r riff - 3 the - - rr e - , , I ,- . I . 1 I .rr e ire . I - e, the Lllc t r., : ar - ti�isiered In t�ssik net] �r-5nie r in the stoic of Florida with hcensc numocr 19354. 1 work in a tv,% person consul tree, structural engineering firm, "I3R Engineering. Inc- of which 1 aril Cite rna ority owner. In Inv Wo)k performme an evIilurucu, I du rift have. nor Will I acquire. a financial i rreres' In enr av»paris manufacturing 11 disu ihuting products for which the reports are tieing is:,ued. lu Inv -irk Oerlorrnule an traiva(i0r)1 d0 net hare, 110f Will I a(k„dire.:+ finerrcial /'infest n inn other entity involved in the.-Q,proval procuss of tilt product. [ gst that this is sufficient tCr :-he F1�3ida Buildin�C3de Commission's re uircrlent . if tneic are any y.iestions about this Cer ificatiori of independence or if af5l thiflP additional is r lui- d please advise mc. 5i,n,crely your HR Enf,il 'elin:;, Inc. "1- /2. ;linen N Reeves, P.E Chief Engineer ,ANR:anr Cc: !associated N4aieri'.,, LLC U91)10005 Installing soffit and fascia Installing fascia 1. Instal[ an undersill trim at the top Of the fascia board. 2. Measure distance from the bottom of the F-channel 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 tabs into the undersill /rim. 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" (half the distance of the notch). Capping fascia To make corner caps, cut a piece of vinyl fascia that is 5112' long. 1. Mark the vertical centerline on the back of the piece. 2. Out 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 coiner. 4. Using a snap -lock punch, make tabs lust below the top edge of the comer cap, making sure that tabs 'i Y face outward. Install corner cap by l l' - locking the bottom over the existing '" t Fascia ca in F-channel and snapping the top -- t g edge into the undersill trim, N CD � C0 (D U N O .� O andersil arm (D CL O r CU ^ LL cut liscia O O W O LL -- ; CIO 0C113Q > fasciaUtr-dlannM • Cn TZ V0 E O Fascia installation Cn Q ._,,,' a+e lap I Cn O � � I U)Q riotch Fascia overlapping KAYCAN- ESR-1495 I Most Widely Accepted and Trusted Wind resistance of the soffit 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 speed 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 Type V-B (IBC), Type 5B (BNBC), Type VI (SBC), and Type V-N (UBC) construction, and to construction permitted by the IRC, as applicable. 5.2 The extorter 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 barrier, 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," the statement "Conforms to UBC Standard 14-2", the name of the inspection agency (Architectural Testing, Inc.), and the evaluation reportnumber (ESR-1495). TABLE 1---KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 Inch Vertical 10, - 0" DA Avanti Double 4 inch Horizontal Dutch Lap 12'- 6" DA Marquis Double 4 inch Horizontal 12' - 6" D.5 Contessa Double 5 inch Horizontal 17 - 0" D-5 Segance Double 5 inch Horizontal Dutch Lap 12' - 0" D-5 Vertical Double 5 inch vertical 10, - 0" Lewiston Double 4.5 inch Horizontal 12'- 0" Newport Single 02 inch Horizontal 10' - 0' Ocean Park Bevel Double 4.5 inch Horizontal 12'- 0" 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 Horizontal Dutch Lap 12'- 6" Platinum Sedes T-3 Triple 3 inch Horizontal 12'- 0' Prova Double 4.5 inch Horizontal 12'- 0" Sierra Double 4.5 Horizontal 12'- Or T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- O' T-3 Horizontal Triple 3 inch Horizontal 12'- 0" Vented 8" Double 4 inch Perforated Soffit 12' - 0' Vented 10" Double 5 inch Perforated Soft 12' - o" Solid 10" Double 5 inch Solid Soffit 12' - 0' Center Vented 12"/Solld 12' Triple 4 inch Partially Perforated Soffit 12'- 6' Vented 16* Quadruple 4 inch Perforated Soffit t 12'- 0" Solid 16" I Quadruple 4 inch Solid Soft 12' - 0- 27 u v Z W J �J 0 U) �0 U) oft C/) ICC EVALUATION SERVICE, INC. IN- Evaluate R Inform• Protecr Lee Agks Bmi-slRegional Ofnee • 5360 WarlimanMill Rned • Whirdu. CA 90601 (562) 699-0543 plume• (562) 695•a694fax Certification of Independence for Evaluation ICC Evaluation Service, Inc. (�� �a (1) ICC Evaluation Service, Inc-, does not have, nix does it intend to acquire or will it acquire, W a financial interest in any company manufacturing or distributing products for which CD 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 > iCU company manufacturing or distributing products for which reports are being issued. ` (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any O O other entity involved in the approval process of the product. L n Nosse - President ICC Evaluation Service, Inc. CIO V � `V W O W Q Z ee,inaurl4ab,ut Offices 3160 W„<kwae Mtll Roal. WWI- Cali. r 90601 • 062) 69945e3 Z www.ice•a.are I R<aienal Office • 900 M-ciafr X-1. Swre A. e•m,nabam, Afab,m, 352U • r205) 599-"00 R<fte•al Office a 4031 War F6•a•enr sti C-ly Club Hill,, Illn,n, e047a a Q06) 799.1303 J SHEET N0. PA 1.0 O Ir- r O 0 T CD 1 M T_ Ln r I — T_ IV ���� __ ME . =. ��M � � FA BCISW,e ,og 11 ; Use- RIpal I ,It TOPIS ' Sub- So-Itiarge 1 Sassi & F pist,stlist :1 Haostaff I KISSIaMal 1 Ul" I ,eant, ; I!Qlilrocluct Approval 4w—:,-- PIxt ��l Mc I ,i �,,rs�,SA�n Sl_lmh I �111 � I AppkMi.m Detal Fl. # FL6 I 54-RI Application Type Revision C ode 'Version 2007 Application Status Approved Comments Archived �7 Product Man Ufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phohe/Emal , 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ronoconnell6plastproinc.com Authorized Signature Ron O'Connell ronodishmell6plastproldc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Plione/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,v Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Qu:�!ty Assurance Entity National Accreditation and Management Institute Qu ty Assurance Contract Expiration Date 12/31/2012 Validated By Ryan L King, P.F_ - '� Validation Checklist - Hardcopy Received Certificate of Independence FL6184 RI COI CERT OF INDEPPNDENCE.pd Referenced Standard and Year (of Standard) Stmdard Year 10I/I.S.2 1997 102/1.5�2 ' iNAF5 2002 ASTM E1886/EI996 2002 ASTM r330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/0312008 Date Validated 10/06/2008 D:te Pending FBC Approval 1011912008 D to Approved 12/10/2008 . Summer Is --------.----------- IFL 0 1 Model, Nuarribeir or No- Description 1 a. Distinction Series Up to 3*0 x 6'8 Opaque Single (X) Insawing or Cutswing 161114.1 Fiberglass Door 1 . Limits of Use In"Ldion Instructions Approved to, - in HVIIIII No FL5IS4_RI_H_INST 6184.1.pcf Approved for use outaide HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes D.Wg ' Protons- N/A - = Other: See INST 6164.1 for Design Pressure Ratings, any 1110 4 6184.1 odf � additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. . _ -1-1 - - -, - - - - - - - -- - -- - - - - - -_ - 6184.2 to Distinction Series Up to TO x 68 Opaque Fiberglass Single Door with Sidelite - - - - - - - - - - - - - - - -Frame (XO or OX) The Sidelite Glazing Installed Utilizing the Snap I -- Limit. of Use I '*'I*" I"""- ion. Approved for use In HVIll No F!S`I. . . INS1' Approved to r sups cortskle HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Reelistant: Yes Created by Independent Third Party! Yes Dresig " P--; N/A E�.[U.W� Report. Other: See INST 6184-2 for Design Pressure Ratings, any FL6184 R1 AE EVAL6184.2.pa additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product part icu tars. (-See General Note 3 Street I of Drawing No. FL-6184.2 regarding sidelite protection") . _ ___ I 6184.3 — C. Distinction Series lip to TO is 68 Opaque Fiberglass Single Door with Scatter (XO or OX) The Socialite Glazing Installed Utilizing the Lip � I Lite Screw Frame. - -_ - ILimit. of Use ln"WL.tion Imitatecticams Approved for case in HIVII No FL6184 Ill It INST6184.3.pd for use ourtsids, HVII Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant Yes Created by Independent Third Party: Yes I IApproved Design P--: N/A Evaluation, Reports i Othei See INST 6164.3 for Design Pressure Ratings, any FL6164 R1 AE EVAL6184.3.1)d Iadditional us It itations, installation Instructions and Created by Independent Third Party! Yes � c am product partioulm (* *See General Note 3 shelter I of 1 Drawing No. FL-6184.3 regarding sidelite protection*-) I 1 6184.4 d. Distinction Series Up to 3-0 x 6-8 Opaque Fiberglass Single Door with Sidelftes (OXO) The Sidelitis Glazing Installed Utilizing the � ____ Snap Frame. - - -_ Limits of Use In Instructions Approved for use in HVII No , . INST 6 184A_.d Apprw.d for me outside Hilfil Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact liestartaint: Yes Created by Independent Third Party: Yes IDesign P—res N/A ]EvaluaMm Reports See INST 11114A for Design Pressure Ratings, any ILIIS4 III Al EVAL ", 1 " *4 PI additional use limitations, Installation Instructions and Created by Independent Third Party: Yes �Oth- product particulars. (*-See General Note 3 sheilt 1 of Drawing No. FL-6184-4 regarding sidelite protection'r -) 1. Distinction Series, Up to 3'0 x 6'8 Opaque Fiberglass Single Door with 16184.5 Smelites (OXO) The Sidelite Glazing Installed Utilizing the � � I___ Lip Lite Screw Frame. __ *1 Use 1 Itrustraillarthis. Instructions I ILimits Approved for Use in HVII N a I FL6184 R1 11 INST6184.5.pdf Approved for use outside HVIHIZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes 1 Created by independent Third Party: Yes I Design P--: N/A � E-W on Reports old O'hes, See INST 6184-5 for Design Pressure R8tlh,5 any IL61 84 R1 AE EVAL6184S.Pd I _r I fisan� additional use limitations, installation inst Licit 0 Created by Independent Third Party: Yes � product particulars. (* -See General Note 3 Street I of � Drawing No. FL-6184.S I regarding sidelfte protection*-) i 6184.6 f. Distinction Series I Up to l x 6'B Opaque Double (XX) Inswing or Outswing I Fiberglass Door Limit. of Use InstatUation Instructions Approved for upse in HVII IN FL6184 R1 11 INST6184.6.p,df Approved for use outside HVHZ: Yes Verified By; Lyndon r. Schmidt, P.E. 43409 Imploot Resistant: Yes Created by Independent Third Party: Yes iDesign Preassuarts; N/A Evaluation Reports 1 Other: See INST 6184.6 for Design Pressure Ratings, any FL6184 RI AE EVAL6184.6.Dd additional use limitations, installation instructions and Created by Independent Third Party: Yes I I product particulars. - 1 i 1 g. Distinction Series Up to WO x 66 Opaque Fiberglass Double Door with 16184.7 ] Sidelines (OXXO) The Sidelite Glazing Installed Utilizing the _ _ I __ - - __ - - - � - - - _. - - - - - - __ � .... - Snap Frame. _ - __ , _ _ _ _ _ __ _ _ __ __ _ __ Limit. of Use Irmtal Instructions Approved for mote in HVII No FL61 11 rNST6184.7.od Approved For use outsid. HV'HZ: Yes Verified BY: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design P�"-i N/A Evaluation Reports Othean See INST 6184.7 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.7.po additional use limitations, installation instructions and Created by Independent Third Party: Yes product partou lam. (**Sao General N ot: 3 Short I of Drawing No. FL-6184.7 regarding sidelit protectiori - ---- ---- � ........... .. . - __ - - - - - - .- - - -, - - - - - 6184.8 h. Distinction Series __ - - - , - - -_ � .. - -_ -1 ,- - - - - - . .- -_ - .. Up to 6'0 x 6'S Opaque Fiberglass Double Door with I Sidelitas (OXXO) The SIdelito Glazing Installed Utilizing the Up Lite Screw Frame. ____ -_ Limits of Uster llns*W- nIn=1M$...pdf Approved 1*1 U in HIVII No FL6184 RI fi, Approved .or .:: cassibiddis HVII Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party; Yes Deal " Premiums: N/A Eviduaticer Reports Othatin See INST 6184.8 for Design Pressure Ratings, any FL6184 III AE EVAL 6184.8.od additional use I tions, Installation Instructions and Created by Independent Third Party: Yes I product partic1mr1sta P-See, General Note 3 shetat I of Drawing No. FL-6184.8 regarding sidelfte protection*+) __ —1 Ifiow&—ir��— OCAlm-tuit., Dii,postarent ,ftoornmonity Affies, ifilonde assidarg cattle cisass C'e"""S"'e"s 2- _nf Gas . - ".hassiM, Frond. 321o,t 21,16 ") 467 !W4, Fs. (SI 4:431 __ __ - - ____ __ - - - - - ___ - - - - - __ - ___ illai.�71 -ad:=" = im ____________,_______ - TA BEIS H111 _og 11 : use, Regailloo, HItin,x, Sub5urCIeg1 i 5lonsill,Fains PLoxnation, FECStaff . Sbal4a, , uAo, stain:1, r 0 �1_ I Product Apip met : _1 111r, P,�11111.r �L��,�,,�l-,-",�ppll-,--I�AppIMI-00.1 FIL # FL8838-RI Application Type Revision Code Version 2007 Application Status Approved Comments Archived I -- Product manufacturer Therma-Tru Corporation Address/Phone/Emall 118 Industrial Drive Edgerton OH 43517 (419) 29�-1740 siJespersonatitechnologles.us Authorized Signature Steve Jaspersion siasperson0titechnologles.us Technical Representative AddresSiPtione/Email Quality Assurance Representative Addresslishone/Email Category Exterior Doors Subcategory Swinging Extes ior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Who developed Wendell W. Haney the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12 ' 03112011 Validated By LF. Schmidt, P.E. 7 Validation Checklist - Hardcopy Received Certificate of Independence FL8836 RI COI CERTOFINDEPINDENCE.pcl Referenced Standard and Year (of Standard) Standard your Accepted Engineering Practice 2007 ASTM E1300 2002 ASTM E1300 2004 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/24/2008 Date Validated 07112/2008 Date Pending FBC Approval 07/18/2008 Date Approved QW15/2005 Suchurmary of Products ___ [�� - I Model, Number or Name Description I8838.1 .. I. Fituat-Classid" /'*SmoothStar" Outswing Insulated Opaque Fiberglass Doors with and without Sidelites - (X, XO or OX, OXO, XX and OXXO � configurations up to G'a In height) Limits of Use Instaltuithars Instructions. Approved for use In HVII Yes FL88t R1 11 INST 883S.A.Do a R1 Approved For us. -told. IIPANZ. Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressurs! N/A Evaluation Reports Other: Sea INST $838.1 for Design Pressure Ratings, any FL8838_RI_AE._EQ-E84-00-04,Pd additional use limitations, installation instructions and FL88313 R1 AE EVAL 8838.1.pd product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party! Yes areas insid. the HVHZ) __ __ - __ - _�� � � � � �� - ___ ==-- - ___ 8838.2 __ -------.------ b. "FiberClassic" / "SmoothStar" Inswing Insulated Op qua Fiberglass Doom With and I without Sidelltes - (X, XO or OX, OXO, XX and OXXC a r configurations up to 6'8 in height) - Limits of Use Inartallartion Instructions I Approved for use in HVII Yes 1`1_8�3� RI 11 INST 8236.2.ud Approved for mus outside HVII Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Premium: N/A Evaduaticert Reports � Other: See TINST 8838.2 for Design Pressure Ratings, any FL8838 RI AS EO-EB4-00-04-Dd additional use limitations, installation instructions and FL8636 R1 AE E "A' .'B.� .Pdf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas ins'de the HVHZ) 1 88� ituer-Class'c" / SmiouthStar" Outswing Insulated Opaque Fiberglass Doors with and without Sidelites - (X, XC, or OX, OXO, XX and OXXO � � configurations up to 8*0 In height) Limits .I Us. I ban Instructions I A proved for use in MIVII Yes RI 11 INST B838.3ed i A:proved for uspe outside HVHZ- Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistal No Created by Independent Third Party: Yes � Dedish. Preetepurner N/A Evaluation, Reports Other: See INST 8838.3 for Design Pressure Ratings, any FI-8838 R1 AE EQ-E84-00-04 pd I additional use I ti..,, Installation instructions and FL8838 R1 AE EVAL 8838.3..d I I I u;mita _ product part to ars. (Note ASTM E1300-02 utilized for Created by Independent Third Party: Yes I areas inside the HVHZ) - - __ - - - - - ---. - � �=LL= --------�----�-.-----------.-------� 8838.4 lassic" I "SmoothStar" Inswing Insulated Opaque Fiberglass Doors with and I without Sceiftes - (X, XO or OX, OXO, XX and OXXO I configurations up to 8'0 in height) I i Limits of Use Inertallation Instruc ons' i FL8838 R1 ,, INSTt I Approved for use in HIVNZ: Yes 8i838A.pdf Approved for use inestsida HVHZ: Yes Verified By! Wendell W. Haney, P.E. 54158 1 1 1[mipact Resistant; No Created by Independent Third Party; Yes I Preassume: Il Evaluation Reports I IDensigo Other: See INST 8838.4 for Design Pressure Ratings, any FL8838 RI AE EC-E84-0C-04.pd us. installation instructions and FL8836 RI AE EVAL 8838.4.vd Iadditional ,limitations, product parto tars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes � L areas Inside the HVHZ) FRI ��c I _� 11�1� - " -, , - - , ,�:�_ , � 11_,_,;,_,,11 I � I �� ] .1 I lr'i -, �,,V�_, ,_ ' '- , ".�., � %,I,--- �4.`�!r,j� �'_ - '_�'_ -, " � , �,_ , - - I, ltI ,!_�,�. ,L, I_ - , � 11 ,�__� - -1 � 1, -cla- �, �s; - j, �� � nZw9mr- = ours ...a -ag , : user I.gait-st on ..... ox, It— IurtIeqie . I I a,. ft,tht.- Fbc-ff � BC.SaMa, u.s -rch . - 4 Product Approval USSR %t,J, U,,,, k,d,t A:v,,, M � F�,,:t Appillt-1 1111, � AprIc,:11si I App�ti�0011 FIL 4 FL12441 Application Type New code version 2007 Application Status Approved Comments Archived ;!i Product Manufacturer Therryl Corporation Addrew/Phone/Emal( 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjaspersonCgitttechnologies.us Authorized Signature Vivian Wright rickw(Prytiblelgoonsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative AddressfPhione/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evalt-ition Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan 1. King, P.E. - I Validation Checklist - Hardcopy Received Certificate of Independence FL12441 RD COI CERTIFICATE OF INDEPENDENCE.pol Referenced Standard and Year (OfStandard) Standard Yam 101/l.S.2 1997 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code . . � =Am G 0A..... ; Igin v use,.�Iral : I.-Ki, . .boa,,e ; itals.1-ts I.W.- � Fff Its 1,. Map un. 11 40 Product Approval USF* RIN't,"r lydl, ,i,pg,,,,.1 11- , I=Ift ,I -1p,l j, _ � , �j �,, 1 , App�ll,, 1111 FL 41 FL5675-R2 Application Type Rev" on Code Version 2007 Application Status Approved Comments Archived T Product Manufacturer Clopay Building Products Company Address)Phone/Emall 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfleldoclopay.mm Authorized Signature Scott Hamilton shamiltonCaclopay.mm Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida Ucense PE-63286 Quality Assurance EntIty Intertalk Testing Services NA Inc.- ETL/T%larnock Hemay Quality Assurance Contract Expiration Date 05/211202B Validated By Gary Pfuelbler ' Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R2 COI Cgribificatign of independence of Validation Ertity- �'r pfirre"' Md' IL1611 RI Statement . Independence of_Evalu Scottliamiltpdf Referenced Standard and Year (of Standard) Standard YSAI ANSI/DA MA 108 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2009 D:tte Validated 07/0212009 Dat: Pending FBC Approval 07 , 109/2009 D Approved 03111i2009 1124 VII-09 PAN-21II51: 114A, 114, Steel Pon (min. 25 g..) SmIgle-C (up to 9'0" Wide) I �124 73, 75, 1500, 190, 76, 76V, 4RST, WINDCODEa WS Garage Door i � 4R5F, 6RST. 6RSF, 2RST, 48, 42, ! - - - - - _ __ -------------------- -----------.------ 155, 48B, 42B, .555 . Limits of Usus Installation Instructiora, i Approved for use in Ill No FL5675 R2_11 102110-RAv14.pjf 1 Approved for use, outside HVHZ: Yes Verified By: Mark Westerfield FL RE 48495 Impact Resistant; N/A Created by Independent Third Party: No i Design Pressure: +30 PSF,1-32 PSF Evaluation Reports I Other, All OPTIONAL glazings available for this product FL5675 R2 AF CBPC 091027-A.chit I meet the wind load requirements of the FBC. Two types of Created by Independent Third Party: No I I Opt. g azing are avallable: (1) Opt. Injection Molded Lexan ! I Frame & Glazing lilhat DOES meet the Large Missile Impact i & Cyclic Pressure I equirements for Wind-borne Debris I Regions (WBDR) or (2) Opt Frame & Glazing that DOES I NOT meet the impa ct resistant requirement for VVBDR. The ! product w/o glazing DOES comply with the Impact resistant : requirement for WBDR (rof 1609.1.4 FBC). - ------- ------ - _.. - - ___ _ _ _ _ __ ! . � _� 5675.25 025 W5-16 PAN-2FI53: 64A, 94, Steel Pan (min. 25 go.) Double -Car (9'2' to 16'0' wide) . I 73, 75, 1 90 ' 76, 76V, AIRST, WINDCODE@ W5 Garage D ... I 1500, AIRSF, 6RST, 6RSF, 2RST, 48, 42, i 55, 48B, 428, 55S ; : Limits of Use Installation Instructions i Approved far u:: in MVHZ: No EL&75 PLII 1�933qy",gf ;: Appir ... d for as outside li Yes Verified By! Mark Westerfleld FL PE 48495 1 Impact R"istant: N/A Created by Independent Third Party: No i Drusig" P-surs; 130 PSFI-30 PSF Evaluation Reports Other; Ail OPTIONAL glazings available for this product FL5675 R2 AE CBPC 081027-A.Pdf i I meet t, e wind load requirements of the FBC. Two types of Created by Independent Third Party: No i Opt- gl.z'n g are available: (1) Opt. Injection Molded Lexan I Frame & Glazing that DOES meet the Large Missile Impact I & Cyclic Pressure requirements for Wind-borne Debris i Regions (WBDR) or (2) Opt. Frame & Glazing that DOES i I NOT meet the impact resistant requirement for WBDR. The i product wfo glazing DOES comply with the Impact resistant I ,requirement for WBDR (ref 1609.1.4 FBC). i _ __ : __ ___; - ----- ___ - ____ ______ - __ - _____ 1 5675.51 — 051 W6-09 PAN-21`153; 73, 75� Steel Pon (min. 25 ga,) Single -Car Cup to TO' wide) I ; 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE(�) W6 Garage Door with Optional Impact- ; 1 GRST Resistant Llt- : . Limits of Use Installation Instructions I Approved for me in HVHZ: No FL5675 R2 31 1 01 S48-A-Rev I2.Vdf ! Approved for use outside 111hi'HIZ Yes Verified BY: Mark Westerfleld FIL PE 48495 1 : Impact Reasistant: Yes Created by Independent Third Party: N 0 ! Design P�-: I-36 PSIl PSF Evaluation Reports ! Other: Sold door, (no glazing) or doors with optional FL5675 RZ AE CBPC 01027-Auptif ! ! Impact -resistant glazing are impact- resistant Clarge missile Created by Independent Third Party: No i ; 5675.52 52 W6 -09 PAN-2FI53: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) ! � IOMA , ., 41, 4., 4�13, 4EI., 4RST, WINDCODE(D INS Garage Door i -------.------------ 6RST --..---------- ___ ------ ---- ____ � ____.____.___ -_ _ ---------- ---- - ---------------- I ---- ------- Limits of U a Installation Instructions i I Approved for use in HVHZ: No FL5675 R2 3I 101348�5-R,2112.Pru i Approved for use outside NVHZ: Yes Verified By: Mark Westerfield FL PE 48495 1 Impact flood"Unt- No Created by Independent Third Party: No Design Pressure: +38 PSFI-42 PSF Evaluaticm Reports 1 Oth.r. . The glazing aval I able for this product meets the FL5675 R2 AE CBPC 081027-A.pdf i wind load requirements of the building ced. but DOES NOT Created by Independent Third Party: No i meet the impact resistant I equirtsment for windborne ! I debris regions. : ! -_ - I --- I 5675.53 W15-16 PAN-2FI53; 73, 75. Steel Pan (min. 25 ga.) Double -Car (97' to 16'2" wide) ! 11113 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE(�) Wit Garage Door with Optional Impact- ! - -- ------ ---------- _ _ _ _ (SRST _ _ _ ____ _ __ _ __ _ _ _ _ _ Resistant Litas : _ _ _ _ _ _ ____ _ __ _ _ _ _ ____ _ _. _ _ _ _J Limits of Us. Installation Instructioris I i 0 Approved for in HVII No FL5675 R2 II IDI539-A-ReV10-Short.pcIf I Approved for .:: outside HVHZ: Yes Verified By: Mark Westerfield FIL PE 48495 1 Impact Resistant: Yes Created by Independent Third Party: No ! Delta ign Pressure: 1 37 PSF/-41 PSF Evialstation Reports ! I Other: Solid doom (no glazing) or doors with optional FL5675 R2 AE CBPC 090630-A.Ddf I Impact -resistant glazing are Impact- resistant (large missile Created by Independent Third Party: No ! impact). : __ ___ __ _____ ---=--- ____ ____ ___ ___ ___ ___ ___ �- __ ___._ - --------- - _.___._____ _ ----.--- __ -------------- - ____ --I 5675,54 05 W6-16 PAN-21`153: 73, 75. Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'2" wide) I 84A, 94, 42, 48, 425, 48B, 4RST, WINDCODE�) W6 Garage Door I 61I .-.-.----..-- _ -.-.- i .- - - --.-----.-- ___ ! Limits If Use ; Installation Instructions . i Appro:2 for use in HVHZ: No FL5675 RZ 11 IDI539-B-Rey10-Short.pd ! Approved for use outside Hill Yes Verified By: Mark Westerfield FL RE 48495 ! : Impact Resistant: No Created by Independent Third Party: No i Design Pressissure: +37 PSF,1-41 PSF Evaluation Reports I : Other: The glazing available for this product meets the FL5675 R2 AE CBPC 090530-A.pd ! I wind load requirements of the building code but DOES NOT Created by Independent Third Party: No � meet the impact resistant requirement for windborne I debris regions. ! Product Approval Method Method I Option D Date Submitted 04/17i2009 Date Validated 07/08/2009 Date Pending FBC Approval 07/151,'2009 Date Approved 08111i2009 Summary of Products _FL # __ ___ __ ___ ___ - Model, Numb - No- Description _ _______ _ ___ __ ______ _ __ _ _ _ _ __ ______ ___ ____ _ 1 12441.1 a. "FiberClassic", "SmoothStar", 3'0 x 6'8 Opaque Fiberglass Single Door with Transom i "ClassloCrafr' or "ClassloCraft (OIX) - Inswing or Outswing I Rustic" Series Limits of Use Installation Instructions i I Approved for me in MVMZ: No F1 I 2-41 R� N IN5- 124- 1.1�udr Approved for me outside HVII Yes Verified By: Lyndon F_ Schmidt, P.E. 43409 � Improct Ressilistuarilb N Created by Independent Third Party: Yes Dasign Prestioure: N/A Evalustictin Reports I .thear: See INST 12441.1 for Design Pressure Ratings, FL_12441_ RD AE EVAL 1-244 ' .1,pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes I pir.duct, particulars. _ ___ - __ - - - q - __ - - - - - ____ - __ - - - __ i2441.2 __ b. "I'llbearClassic", "SmoothStar", 3'0 x 6'8 Opaque Fiberglass Single Door with Sideliter. ..Jd "ClassicCraft" or "ClassicCraft Transom (O/OXO) - Inswing or Outswing � Rustic" Series Limits of Use Installation Instructions I Approved for whise in FIVII No FL12441-RO-11_INST 12441.2.pdf i Approved for use outside HVII Yes Verified By; Lyndon F. Schmidt, P.E. 43409 I impact Resietante No Created by Independent Third Party: Yes Design Poussurl N/A Evaluation Reports i 1 0 their: Sao INST 12441.2 for Design Pressure Ratings. FL12441 RO AE EVAL 12441.2,pdf I any a tuitional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I -1--i a) a) --- - = . ..k�"---,.-.-..�-...�-51.,,.-.�W .ra.F.lFae__r,_ x ._1____5__._ uuF__.._._..E._eyj.,I.s au. sei-, ll -w __ , _X_ , .-.-. _." , . ...... ... 1. .___,.11.11 .... U) — -6-0 __� 1- For _9,F__� - - CO (D > 0 - 11 - ... 11 .... � � .. C) :E; =3 INW10_:,&=,d=1&ffW_ VIL-II � ...-..-. - 'k. L_ L_ _0 7 X_ AN, ,k = "-,#, 7 7 X -- our -- - (L) 0_ 0 11" , ry T p I . Ill I 11 - - . -0 L - - . Z FAWN . rimom 1 1 11111109051MINEW = W-1 (1) 0- 0 L_ .@ 111111 11 I - ii,enabl" , III T1- III -- 2 -1 I , - - -1 11- Ite � - __ � C Cu -0 0- . � , " __ 1 �qat . ,.,-.., w, 1_hn`;`I . __ xy xe ., -, .- .....- Z u,gan u-tiagetratio, - _w. 11 .- Sui,ge 1 ' a-- ,*it-, - 110 � .c. .. ,i w ! url I -uh -II (D a) It, ` 1� _Mtcli, 0) 0 .&- U) -t- 4 Product . .. Productit Approval .. o Prod t Approval - Useer nttllirval � UUR, FAA& Ure,, 4 -- _ - �.,�11,1�,��,�1-11�-��,--,,�,,,,,���,--�-,I a) -0 0-2-0 L11 , , �, I Iv_1A.S..1A-1 '--..-,.,,"tl Auxilbotio, 001A Rr.shhodke� I RAausAsQQ1�iAIcsb � Atmixetool"t � Association Del N i �� rr I FL * FL5302-RI = 0 -2 EF222 .. I I @v1p.l. Application Type R. Sx,A , " , a C drs Version 2007 b I- L- CD FL If �1_131;9 FIL is -LI2274 .� 1, Application Status Appad EL = _0 3: Apph-11 Type Ne, Appl-tic., Type 4.. M Comme = Co d a Ve on 11co, Code Version 2cal I "i zt. _� = 0 LL - spphcat'co 5-al. , .PP,Q,ej Apphizatcri S:atus Approvej 1P.- ,,_ CU �%.ts a., c-rionts Product M nofecturer Annarr Garage Doors Archi,,ed Ardwed Address/Phone(Ensel 165 Carriage Court . U) Wl nattin-Sall", NC2710S L_ (336) 2 51-13ch) a) L_ -,-o j� Pradijo hi.nufact .... 5 enaril Alum i iL m Con pany Product thanUfaCti"i 5en�ral AIUM il�nn Company dinny.0yinerribermi,ir.com U) U) A1ld,iCsVphjEI Icol W, ,-,t,ztV pd 6dilresc,tPhorojEntail IC01 W Crcsty Pd -2 C2 cl Authorized Signature Danny loyner :E M -it.- 2-.1 t,o TX 75036 :.-Itcrt TX7SOD6 damyJoymxr@amarrIxxn �972 � 2-2 -527 1 E'�t ?07 �972) 212-5271 Ext 207 �- -0 . C_ 00 < van.parecescipact': Zcm van,earaces0qacX,crm Titchni,al R.pnest.t.tw. Danny 3.yn.r Address/Phore/Enrill 165 Carriage Court "Ifln.,.xild S'Im-'. Ivan Par.d., ,%ut-trin-sid G,gnI I .an Paredes Wrist n-Salam, NC 27105 or -,"PI sce'ag,ict. -in vaii pa,-rasagaox ccro (336) 251-1309 djohmeriiiiammearr.com Ted-rocal Pepresen:alr�e Ivan Paredes Technical Represemative Ivan Paredes Quality Assurance Representative kddre.,,1Ph/C mail IC01 W. Crcstv R , Addres!VPhooe�"Cmanl 1C01 W. Crcky RD Addresi/PhorefErn. �arro, tCn 7 X 75036 -arroitCn TX75016 van.par2c osaclactx.ccim van,paracesoqaOx,ccm Category Exterior Doors Subcategitiry Sectional Exterior Door Assemblies t Qhty Iz-aro. P.pl-rtat- Ted Gorcibac[ I.ality A;s,-- R.plr,pirri:41.11. Ted Scrobacit AcIdresVIthoriefErfail 1col IN, crcsty RD Address/Ph onotEm at I IC01 W. CrCsty RD Compiler. Method Eyalua 'ion Ripon from a Florida Registered Architect or a Uparivid - I Florida Professional Engineer irro. tcn TX 7SOq6 --arrol tcrr TX 75GS6 P Evaluation Report - Hardc,py Received tQJ.ob_1okdg,9�ct,-om tsd.bac1,4gZct.... Florida Engi at or Architect Name who developed Thomas L. Shelmerdme Calwgor�v ,y, rl CatetgorV =xterfor Doors the Evaluation Report Si� b,.t.g, :J Sob,snr,g,rV ;I ding Serrosr I),., 4-hris- Florida License PE-GO48579 Quality Assure- Entity Intertek Testing S-ce, NA In, 4 Quality AssuranceContract Expiration Date 01/01/2099 C:,ripl,sn-, ..Uiud - �Jluub rupul I if UrF d Floa dul lt�t_ilbVul At JuinfUl or � Jt,un�ul,l r-PWI., MIAoul Zt,t lifiLlull f4drk jr Libbrij Validated By Steven M. Urldu PIE =orcla ProtES9.10 Emg,ear f:;: Validation Cret,kist - Hardoopy Received E,.[.ot,.r RePW ]a, dcop, R-,-r C,rtjfiti �qltrcv Anerican Architectural Mant.fect-iners Association Yalrdat.d a v Steven M. Uh, RE Certificate of Independence FL_53G2 RI C-I -. Sird, Left, of�Inciekqnd. ____ __ ------- __ I - _ Flo,idaErigneer or Architect Name who d,veloped -is Roberto Lonra5 7 24 201ii7jitif the E.�I.atioi Peport Validation, C lecklist - Hercocipy Reielived Flo cal-1--e �E-C2514 Referenced Standard and Year (of Standard) mandard Yes, Z - A SVDASMA 108 2002 lj,t��ttv --na iit, %rational Accredi,at- and ManageT, Qrt :nstituosr Keferenced Stanclard and Year llof�irondarcl) ASTM E330 2002 _Ua V A-sirarce Cont,a-t Ei.p ration Date 1_/31�2311 Standard im Val. itatod D � zbe'larn t�. U"a" PIE AAMA/WDM1k/CSA I0:/l.o,Z/A+4-0 C, 11=5 Equivalence of Product Standards V.[id.%b ',,,4,1,,t IIII-py Retv.d Certified By Equivalerce ofisroduct 3tardards Sections from the Code -linlificsto oflrdl�ipendenw fL�1_1.12� _U_ui_�.__L,'ar?4 ="Iuk-,)t--c�l-,�P.E-i-Ael"-L@"u,if Co'bliad ;y P.t.00n-cil Standard and Year , of Stand.,d) y_ Product Approval Method Method I Option D Z AAMA/VYDMA/CSA 10i,1.5 _--/A440-r5 20(35 1 D he Submitted 12ill Eq.,,.I,,- .fP. ,dt Btsrdlard.s Product Approval Ni MethoJ 1 irtion A D L.Validated OIJD712009 I-erUlied ,� D te Pending FBCApproval 01/13/2009 D:ta Approved G2/03/20DS Sections 'rom the Ctode Date Subritt�d 32/04,123C9 . 5302.4 1 ratford (1,1600) and Heritage Dwg_ IRC-60(29-13(1-15, Thru Twide. - LU Date Vol datind OVC412009 J�M950) 1 Procicit Approval Method Method I Option Cl Data Pending FBC App-til 03/09J2009 i Limits or this Inarballetion lim-lu.no clatmAppru'red 04f0712M 1 Approved for use, In HVHZi No FL�302RIIT_M6009-130-15 odf � Date F.Ibirtmaid 1013012009 1 Approved hoir - outside HVHZ-. Yes Verified By: TOM SHELMERDINE 004a-. - I Impact Rest ant No Created by Independent Third Party: Yes I Date Validated loi,30�2009 swffifrkarir at Prod Lacts, ___ - __ ___ - - ------- I Design P-.-: ,26.7/-31.6 Evaluation Reports I Do* Perid, ng FBC Appro,al 1117)812oog r __ ------------�-.-----,----,�--.----,-�---- ___ I *tt-. Design Pressure -26.71-31.6, Not for use in VHZ. F`LE�3C-,' .2 RI E , �L -96-32 -C, . .1 - A ArC 7 �_Pljf Date Approved 12f09/2009 . FIL # Model, Number or Normal Description I Glazing option shall not be used In wind-borne debris FL5302 RI AE PTID 5302 I TRC-60D�_-_110�15�jrdf MJ . � region unless structure Is designed as partially enclosed or Created by Independent Third Party: Yes 2 12274,1 Series 420 Aluminum SGD XX and .<O (Frilcont) 96* x 80" Single Glass door is a replacement door. - - - � Sturiensary.fillfircidurict . __ . and Insulated Tempered. Pet Manufacturner's Installation 5302-11 Stratford (M60D) and Heritage Dwrg. IRC�6016-130-15, ID'Thru 16'Wde. � L 13199.3 1 5SD11570 Aluinjinurn PW (Flange) 60" x ISO' Insulated Anrealed . irstou.t.- ------- -_ (M950) _________________._______ . � � I sell- I Limits of Use �- an Ag� Li.�Aft 3!16". Par Manufuturer'll, indutillation Instructions I " Certificate of - I- 0- 1""k`_ � , , 7 Approve - I. HVHZ: No 11 fit ,I .1_17 i " - No r Q1 5t - 4 o xx (% .P,.= so . : - InsUllationlwtru lam I f.reas ..1side FIVIFIZ: Yes Verified By: TOM SHELMERD I 5Do ii� Lirralft of Use � Approved for use outbuid a HVMZ: Yes Quality Asisheraince Contract E-Apirwhore 0 _U -_643" 13 ` I : Approved for usse, In HVHZ. - I ,t,IQI APC pot ,NE 4 5 a Impact Ress I C-tea by — t App"oved for ushe in HVIll No Ftl.13 L�)-���'-M.-��,RF.-.,T"11!�A-Fil-�t-lillay�ill I& � Impact Itunalstarrit; No 0613=012 Dsshrn lZ's".. :No �2 Eynalia". lrdeped nt Ind Party� Yes Approved for - but Id. 64vmz: Yes �_L I �11� R_, 11 0 I UP ,X,ul 7A P,,Ir r,if . Dedsign Pressures .40V-4D lastallaton Instructions �: +'5'62_f96'/'29.1, Not for use in HVHZ+ FIL R . I a Others Design Pressure - s302 RI .1"AZE 2 )8 02 0�_blf ; : t Impact Resistant No Verified By: LUIS R Lomas, P E. 61514 Other: See attached drarings for the metal latian FLI22.74 RO 11 I-,! FILL-04% E;,r..ir.g pdf Glazing option shall not be used In Wl n d-loome debris FL53D2 R I AE _PTLP� 530 2 T _IR�_-_�m 6 - I oD ��_PAI I ; � Oresign pressure- �401-40 C tested by IndsphenclestifitTlinind Pam: Yes - instructions, Product performance, ljnft/DP and other Verified By� Luis R, Lomas, P,E, 62514 region unless structure Is designed as partially enclosed or Created by Independent Third Party: Yes i � � Other. See attached dro,ings, for the irl"I lotion Evaluation Reports ; I I intis of use. Created by Independent Third Pall Yes I door is a replacement door. I � instnu0&ns. picdoct perforinae. ImsibsiOP and other �jjjjqq P�_AF_ryt c�lrip,17 �, �,-,,�� 1,.,�F, 15j�� i6c, x I invaluitation Reports lorida Birildirill; Code Online http:/!Nt��%.florid,,kbi�ldittg.org/pr/pi�_app_dtl.isp,x�ip,irai��,GE\,XQ�t litynts rfr.tte� f(11�V_,BL@_t#r`r`mp1:r i Created by Independent Third Party: i Creatod by lodepeodent Third P.Hv Yes � I . . ,;, 1 � 12274 Z Series 420 Aluminum SGID XX and XO (Finleal 96' x 96"Singfe Glaft N! I I � �a 13 !QQL4 tSernes 19OD/197D AtUmInUrn PW (Fin) 60" � 60' Insulated Annealed 3,116". . I and Insulated Tempered. Pet Manufacturer's histaltaboarn ItUl � - I Per Marturfacture's installation instructions. - � � Infirructiorti. - Im -IR17 . ;,v !r -, 1, I � , . M. � Limit. of I%. Installation ImtriWom : Limits of Use Certificarthon Agency Cartificarte . - _ r r A � Approved for Store in HVHZ-- No P L 1 3 191j' F,r) H Out 0e, _1)5 1_1 4 F, ' � Approved for Sell in HVHZt No . A1�, ai, I& FL 12274_ RO r_CAC _02 Series 4 20 Y,X (96 .4 %.) APC. pdf &I 11 1*11 I 1,1 1_1__111 T I— ,-,- ' ,,, , � -,,, , - -ty " Sir - - , _,, l L Approved for me churtsid! I, WVH7: Y- FL13199 R0 11 04 UP -OuS23A Lves,qrler I& 4 1 Apprentried for - ourtund te NVMZ: Yes Quotifilly, Assurance, Contract Expi,stits. Data F Impact Resistant; N* Verified By: Luis R. Lomas, P E. 6�514 : Implact Resista L No Dol 12 � Design Pressure: +40�-41) Created by Independeant Third Parrv: Yes � Deal r Installation Instructions , i gn Pressinu a: +401-40 (#,Ilroduct .p- .. 1, f Other; Set attached drawings for the installation Evaluation Reports . See anta - I Othel cheld drawings for the Installation - � r instructions. product performance. lin%ib/DP and other FLI3199 RC AE D4 uIOG20 .� Series I CC ,.� 0 (&O K ' instructions, product performance, limft/DP and other Verified By: Luis R. Lomas, P,E. 52SJ.4 .11, 1. .,- � I 11 finite of .". Created by IndeperniteritTliord Party: Yes F ".., - -1. L loylts of ,,(,� E]oatpdf I 'I � � �' I A��.�.1 � � ! r,eAted by Independerst Third FaM. Yes . Evaluarders; Report. I FL5427-R2 e hM:/j%,ww.foridabtildng.or,Wpi/pr_app . parmil-viGnrx . -, Created by Independent Third Fatty: J, .1 � - j� 1, � _j, 4 A'L,Pli.ti.n Type Reins— J11. aspx? v_ 521: ",I .: I Code Version 2DO7 t 12274 5 � series 43O Aluminum SGD XXX (Pinlabi 143" x $01 Single Glass and i i .1, . I Insulated Tempered. Per Manufacturers Installation . - � I mt�,' Application Stat s Approved . �_ �__ __ - - _... __.. __L _ - � __ ___._____ _____ instructions. Comment. - __ - -- ---- � , - -1 � __ ... . An,hiyedl r- � - ! Limil of Use Certification Agency Certificate y�l - L � 1, � L I- :, ��I_, , rrr I I .[ i Approved for Late In HVI47- fill FI 12274 RD C CAC US Series 4 3v N'XX �:143 � 8U) . , , _r - w I Product Manufacturer Amarr Garage Doors _ I . ff - ==- WN i Approved for use outsild a HVHZ: Yes APC ad I I I ri . . Asid,waslith ... /Emall 1.5 -rrl-. o ... I ", __ I ueg. ". #urgunat., Yosint ,,tmot-nin� anal, . rutecitions W .,..-.. uni,s S-0 Itimpulnet P-i.t..t I Quality, Atiruraticap Contract Expristictint Orat. Worst h-Salerth, NC 2710S ; "A' (336)"251-13D9 ' : Design Prossurelf -43,' 4-1 ; c - /O-_ "ac L _. 1.�nyJ"n�@�amarr.com jils - Other: ��o o til dra-gs, f.- th-_ mcita ot,,on . , 1��hm jnw�mcn�5 - - I Product Approval -b".-I, 1' p__:t Ptr;:FmSrn:e, 11 mt,s,'DP a-d h ; ,c, II 5 L&K,]_' L1T " ,11 Authorized Signature Danny 3oyner ". ififir tS Of UES. I V-rl 3y LU I :� Loni P E. '_ 5 I 4-se. _11_1 I damny.joynerrilitamar-m � (�rll bI, findepilrident I hird -il Y�_s I r Eirselluallilu. Rupturts ".1 ,,,, ...... � I o,,U_1-_--h 1-,I,L,t I ..dir.b� Cei . TachrIcal Representative Danny MY - I C,eatedloyfindepandent Third naI ___ _.. _.____..________ Address/PhorelEmall 165 Carriage Court — - FL 9 7LI1412 1 ;974 r, �1_i_ 47 AJ.'roors" ,.;(-r) xx,/. �-I�,.; 14'" , �)6* �31� ('11- d W hison-Salem, NC 27IG5 It Appi-nc, trip. A— (336) 2SI-13139 rsulacad Te mere-, Per I,15trUnscturor's Instal zbor d1J.yn.r@hsm-r,..m Curl �(01 I mstlucb,ns Appll�aCCI 5�alo, �Erdirgl`b-__ Approval Lladtg of Use Cwtficathm Agency Certificate Quality Assume- Representative Danny ]oyner W C -rits Approved ter use In tfVHZ; r,o H 111 " 4 ki 1 '7-'-: if, ., 4�t ,'Y' ,144j 1� Addressr/Phore/Enred Annarr Garage Doors Approviad fistar ... oulaid . li ' lip", 1,1� 165 Carriage Court Winston NC27105 0 � A,&i,-cl Impact ft"igtwdl -�_, Quoit" Assurafficat Contract Expirations Date dj.yn.r @-Ster-Womn Design Provocirs, --40,1-43 C 7,OZ1,1C Ll Product Mart,,rao,ij- �Odoi`31 Al..I%m Company Oih.�: 3- �LA.JJ ,it.. ii;, [� III; io,L. .U b-t.11;�;� Imallit-thain. o.0 Lot I.S. 1p-O�urt r:r�crrri li Tiosit,r a-d o-.hor PL 1227- A RO it C� `Lul_�5D_- D,�,A.n � pit Category Exterior Doors &dI-1,/Ph.n.A_m a, I 1C 0 1 W. C Ly P d m ts Of use. 1, ein li ��J �,, L. S _Orhhas� RIt. 62t 14 Subcategory Seub,na I Exterior Door Assenilb! let, M rrol t.o T�,! 7'036 C,-L�,IL,�Ir,,J��,�,,,I..tTl,i,,I-'.L'I '(- 7 2, 22-2 -527 1 - Evaluation Reports -+-NJ _ E,,t oult compliance Method Evaluation Ripon from , Florida Registered AnIhItext or a Urnansad ,.p.@qaCfX ,cm I C.-it-d by lin,�.rt-4,tnt Thwel O,N Florida Professional Engineer - W: Evaluation Report - Hardoopy, Received A.."I'26d signa-. _4� I—— oritib DWI(" Cock Online bnp/lwww.faiidabiildng.or.Wpt/pr_app_M.aspx7paraol=woLrN7C(�w-L I I om .Statl rl - ,uspil. to, , Florida Engi ater or Achitect Name who developed Thomas L. Shelmordine CD the Evaluation Report lill - A� Florida License PE-0048579 Technical Perresertia(ve 149. Paredes Quality Asaure- Entity Imist.], Testing Services NA Inc �dd ... s/PhortiChn.il Icol W C,Csty P.D. . 1_,A� `"4_1 Quality Assurance Contract Expiration Date 0 Jl Ij2099 -arrr'l tm T� 750)* It a *11`61" =Wn Validated By Steven M. Unch, RE van.parecosaqact� ccm 1 7 Validation Checklist - Haol Rer,eved I - s" 6�:I 1 L.g. L-lIspoet., Ht-p- � S-sor." I 1-1 .1-1 - I i ,sc 'Atof I rs - .4 urts, ,-. Cjahl,7 1jrarce pprasartzt I van Parent.,, M F � �, � 1 Ceft,flkate of Independence FLs427 �2MIIi,,n �-,el,,�!. L.r"e, ..f l,;,rr,d,, 1, Adaress/PlhoreoEmad 1col W. c,csty Rd :�: �, , 7Z4_L02_1,RdF 'arrol tcn TX 75036 Product Approval ,.r.Pa*g.V. .- I � 40 usist, Pubk Utter, Referenced Standard and Year (of Standard) ilitandiard Year = E33D 2002 CA,eq.,v �i odc� I I A,1uJL_,t � >�A�k�LL±�OkoOftdL��al Equivalence of Product Standards sot,oatpSio,v ;nqsr Hong FL It -1-12939 Certified By --------,.--.--------- _ 0 Appl-too Type 4.. Fi _� I - 5427_3_ Class,. IGGO .nil 2000 m5oa, 9'.id. Class. 1000 and 2000 M500, 500 ... .. ...... pl... mr,111 �Iusl,i,,, Pisl, L I'Lln � FI11.F!1.,..d At 111101 ur ,J Lloenll � - Code version PcOl I --- ---- -- --------- Soot ______ __ ______ IRC 53DS-130-15 ___ __._________.____ __ �londa Froness,oial Er,gie, def, APpIIC2tICn S-alUS itpPirlyel i Limits of u1sa l�fti Ition, Instrumianes C1u.1- Pip-1 li,dcxp�, r- romne,nts tippars, for uses in HVHZ: No Fl.14'7 Fit Ti TPC 53i"19-1 lo- I SP ;�l r ,�16.1�c 6 ;, � : i !glnt , p,' I . , p�v,df.,-*�"d*.VN,�.-I., Verified 11,: Thomas L Slearrieldil. o I - � Impam Resistants No Created by Independent Third Party Yes Flo da E ng neer or Architect Namt, who dSvAI �Iued -us R Ahern Lom a; �1111 Arch,,ad Design Pressure: +26.7i-31,6 Evaluation Report& I CU Duren Not or - in HVHZ. Glazing not available in FL�42?_R �..A�.ASCE . 2 98 '12 J� - th.E,�Iir.lio) Report . HVHZ. 32" 7.11 Sections MAX I'l-5427 RZ ,\1 Wirt Moo , ,�-1 Cl-ca logo "�Cl.sdf I I C_ _ de IFIO-tda Lioenst, �E-,!2 5 I� Product marrulaictirAr Seri AlunI t'ompany FL'4-1?-.R'�AE-IRC,-""-'-,'-:�r5ty','Ya'-�,t,i� rte;�,,t_ldf I Cht� 4;1_r Gn,ty 14.t"-1 Accr,ad,itt- 2, ma-3.-romt )"tt"t. Addr/1or,,,r=m.nI 11701 W C,oslay Pd _____ - ___1 __ - __ - _____ Created by Independent Third RE I 0 -arroicii TX71,D_16 . Quality A:'Sjrar ce Cci Ey.p rat, on Dale 12/?I�2313 5417-8 , ClitsSice 100) and 2dD0 M500, IlY wide Classica 1000 and 2000 m5oo, Sool � I �972) 2-2-5271 E,it 207 1 . Vithd.tiu By , be- M � u id" FIE van. par2Ces0qacx.cCm 1 500, IRC-5316-13G-24 � ______ _ _____ - - ------- ___ . = unift. of the, Inaluallistion lissamuctionaras Z -1�-0 Yalidatitn Ciea�hst llarcoopy Pe�.Vecf Approved for us. I. HVNZ: No Fit 542� R' It IRL,�-- 316-13(1-2- P -, so _�ktd Crn�jrn A. m.rz.d Sig-- [Van P-dr Approved for me -told. HVKZ; Y., Verified By: Thomas L. Shelmerdine'lFt. RE G(348�9 AsIm! � I -I.Ptir �.Qpg.dr.ccim Impact F," taunt: No Created by Independent Third Party: Yes : (D ,- - Design Pressure: +25.6�-29.1 Evishrobtse Report. E,bficsti, IfIrch,pendence �,[iL P1, , C I I, tl,?97��df � other: Not for use in HVH7. Glazing not available In -r,F,-t . a) HVHZ. 32' Tall Ses,tors MAX ELN11", 11I LIll '11_'21�11_1_11 Tachniml kecresen�atl,,@ Ivan Paredes 2 1--al 2ark�',, L� 53QU-1:3 1.000 __Ctu1.t,jf I - EL5QY R2 AE IRC-5316-23cl �,Lt'll-i�-.Lt-��-Pl�LZO�L-L�li-f i C _ � peferianced Standard and Year idfStardard) Standard yam Add�,n,h.niV[:hA.iI ICGL W. Crcsty PD. . Createdby_Indedirint =hlrd Party: Yes I � AAJuA/VyC,frA/CSA 10�/] -:.;,/A440 200t' -arrOl tcn TX 750)b van parato � "clacrx.ccm U) Equi,aleroe oFPdUrt �tardards i-erinfied 3V CultlityAsi.,rar- Prapriviriartati,ta red S-b-1, AdereSS/Phone/Emall ICG1 W. CrcstV RD < ICU Serboin, , th,e Code -arroltcn IX7SO56 t.I.SiorobackagaM.- > P-,-1Al'Ir4,r1 r4,ti,,-.i 1 -,-ho, F, a) 0 Canagony N ndo.s L- El,,L- s-lb .U n2V/;�01 I S.b.t.g,,y A.rzont.1 Sice, Diir� Va,4,J 0.111I,,zol I i Co. F)At- P-1 -,) ITC Ar,r,-,,,-] (7�',-�4,,'; (11 1 c.mPI._ M,,,lh.u1 EIbuti Rxpu, 1. flun ti FIchiJdR1yI At IntAul. Ut d L-Istul m � CDL :Wrlda lorlottSSEI Erg,itoir ssummatir. oflialuchot. C , aluabor Paport lirolcop, Racil a) < ___J_.,;d�..._;tilI IL I or Name Description Flo,da Eng neer or Architect Name who d2vallaped -us Roberto Lom av -6-0 I 1 11L, - jl CESIGI IER -,H .550/J.57OOEc:3ll_P SH�LLMI lJ,1',t,:I1ID1:)W th.Eveltuanno-tRepoirt 0 1 14�,H IM'ACT Fltl Lloeri -E-t2514 Limit. uf U.. Imilloollski.irs Invirs,.1blimus, <htV tl;,arc. Pn,ty -Jairorall Accradi:snicd and Manageyient, -institt-ft = Approved for Us. in HVHZ: ,4,, FL412 ou 11 C-i::,_`I'__J� - Cuality A5sirairce Cront-a;l: Et,p ration Date 12/31,1231 1 -o App,.v.d for me out.id. Mini ' V, I li,i Fly lui� P,,#-,,t,, h, - 6 '- 4 validated By �Ia M. u,.h. PC Impactittesholdrifft 1,1,-, Createil O� :odepe-de-t Th r� Psr�',: let, (D Gettig firciaturigi lq�, Evaluation Roolarts Validation C-Ish,it 11-crey R.-v.d 0 7 I Lite. Otl PFITP -0 ll-r,T�l A-I-X,J IrX,TPt F717x,J� F(-.Pt F_41- ", I �,_�J��-_I_1_-2LL._L slzF� AND PA-11113s. Cretateol by :ndelPe-de-rT1n r- Per-_., (as . - I- ....- - f LL - - - - � - - _ reffilicate ofIndepeodence -1_1�'o3� RQ Ci�l �tj?6',Alyd a- t4412 -1 jt�!Jo,'11)PlffrT�PAGIJI� �1 _1I1,1510PE�TAI`IC-_"P 'J1A_Lr,l_m1Jl`,lwlf,PD4d tlrDW-Ill Piallerinced Standard and vilar (of Stairdard) YAK __.____.___ --- --- ��-�---�-.�-�-----.--,.-�.�-�-..-.. -.-.--.-.-.--.-.-.-�-�.--�-�-�--.-.---�--�---�-�---��- 3�: (D Lifts I$ .1 Ual Irsdallati.. lifistrivalsom AAMA/VY[MYIA/CSA I0-_/J.S.,/A440�[5 2005 Appruvand Jr.r e- In MVNZ: hh, r�L.. -4 I_ P,� ! I ,- - , - , -, 1.� .1.1 _'J� a) Approved for use outside KVNZ: I.-o V_rl Il Bv: LUI' ocboitc, LQ�j-., 6.�:4 Impact litinsistairst: No CAt, i try - n,I'r' - de, - t Th , -, P -, Y Eclovalerre ofProduct !Aardiu-cls I>eslgn Pressure: 14,14 Evaluation Reports i-ertifled 3y M Othm I'Ll-tik Q1 U`T,IAL_,� 1:.)r4 ll`&Iln_)��HJT4, Uk - L, - 4 J, , Q .�� L �, I I ." I. I - ,;I-F- _11,11� R.-fW-i- i CtHq "i, ind-r-I,--t11, .- P-,--,, I'— I Sections 'rom the Code (D fn 7-it Aprr-Alf-4t,.mrA 1 'd I r)pr - r) UJ -O,t� "�.'Innnfrr'd lq,Y�1":Ki 2 3.1t, ".,l :n,-1_/23.09 :); ,6 2-ding Fz,- ,1p -,r.:,;l js; I -t,2�k� < jCtCAP;'",:y,,c- li,'ll-tr2YY� ;Z Surnmarv, of Products :Z FL it ____ - Nadel, lourntear or Name D"Cri"� ------- _____ < 1290-1.1 '�-ents 2000 Aurninu -n Fr� Tin,' 04' , 67 :rs-lated 4-neelt.. DC6. Fe- _J --..--.. �- ..--..--.- ___ ___ - __ _____ IVts...f_,.,'11Ls1l�IJLI1 HIJUIU1.1 0- .._______ _ — ___ Limits; of Use &.N,allww. kmetructions Approved for to in HVHZ: Met FL 1-1,9-9- -"�:1_11_ )I fli!3-_Ct�l i� Rt,,Jxn,Q.Jsr.n,,t APP_ ,,:a I d for . utubbide HWZ: � V�if.,16,, L,i,Pt L,rP,_ 625514 Impact RealstwiL I*, ': rea--ed ov Ince:al Th r: Psr:,,� �E& SHEET NO. Design Pirelli nor +j,' �U Evaluation Reports Other: 9 Att�h&,i & mq� ll,,- -he r i-P,ll il n 1,,c)�Q_� -, .u,F_, I I -,- - _. I'd - , rs:rum ons, ip-�du-t piarfo-yi Into tselDP arl Mer Crea-ed ,v lm:&:enc4i-�� r- ;1r-_,,, -so 11MIU,-use, ___ PA 1,1 C) C) T_ C) 0 1_ T_ M C) C) I T1_ CD I C) CY) T_ LO r- Wj _al bc:sw—; La91n Usb RpAratbn Hot Top"' Scbnst Surcharge aid&Fatsi Pbkcatom Facstaa aca SR.Map Links Search Product Approval s � usaai Nbrr w.r Rreduce Aoprwal F.M,u > araaa a Anolr.Mwn Saw,<t,>:y.•bkstwn Lpt> Appatilba Deli FL s FL6935-P 1 Application Type Revision Code Version 2007 WR Application Status Apprcved Comments Archived Product Manufacturer General Aluminum Company Address/Ph on a/Email 1001 W, Crosby Rd. Carrollton, TX 75006 (972)242-S271 Ext 207 van.paredes®gactx.cum .Authorized Signature Luis Lomas rllom as@Irlom aspe.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD. Carrollton, TX 7SO06 van .paredesogacta.com Quality Assurance Representative Ivan Paredes, M.E. Address/Phon e/E mail 1001 W. Crosby Rd. Carrollton, TX 75006 i van .par edes@gactx .Irom Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardalpy Received Florida Engineer or Architect Name who developed LUIS P. LOMAS the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/'d1/2011 Validated By Steven M. Unch, PE Validation Cherklist - Hardcopy Received Certificate oflndependence FL8-05 P1 CvI S1D219a..udf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1609 1714.5 9B-72.070 TIC IS Home Log in Use, Regiscrabon Hot Topics : Submit Surcharge Spats & Facts Publications : FBC St-1 BCIS Sire Map Links 'Search aProduct Approval USER: Pubic Use, P. W u_t Auu>.al'dr:r.0 - Rcdu.t cr A-k u > Acol_ Uo., :e.l > App6mtian Detat FL # FL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived IT Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone//mall PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 AIIan.R.Snyder@sa 1 nt-goba I n.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f— Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, PE (% Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trinity ERD Certificaton of Independence.Ddf Referenced Standard and Year (of Standard) Standard YANK ASTM D3161, Class F 2003 ASTM 03462 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 2 Option B Product Approval Method Method 1 Option D Date Submitted 011,09/2009 Date Submitted 07/27/2009 Date Validated 01/09/2009 Date Validated 08/ 13/2009 Date Pending FBC approval 01/15/2009 Date Pending FBC Approval 08/31/2009 Date Approved 02/03/2009 Date Approved 10/13/2009 Summary of Products Summary of Products 8905.5 i 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION Limits of Use Installation Instructions, Approved for use in HVHZ: No FI .405 P1 ❑ 08-00142A. pdf Approved for use outside HVHZ: Yea Verified By: LUIS R. LOMAS 62514 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO EVALUATION REPORT AND F,L8905 Rl AS02 ',,,3A_t i�f INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created by Independent Third Party: Yes RATINGS Utp://www.l oci dobtilcing.orWpr/pr_app_dl.a RC61aome ( u,,b Usar Reg.Rratron Het Topxa % S,brrtSvchaga Stets&Facts i PLA:4x am FBC Staff &Cat SRa Map urkr Search - Product Approval Use., publiciJ>e ry.�r Att+c.,al retry > wuar. a «RJcatwm Se>ct > wtta,atx.n Lat> App?Xtm Dart FL # FL12968 Application Type New Code 'Version 2007 Application Status Approved Comments Archived Product Manufacturer General Aluminum Company Address/Phon a/Email 1001 W Crosby Rd Carrollton, Tx 75006 (972)242-5271 E,t 207 ivan paredesg3gactxcom Authorized Signature Ivan Paredes van.paredes®gacta.com Tectnical Representative Ivan Paredes Address/Phone/Email 1001 W Crosby PD. Carrollton. TX 7SO06 i'.ar.paredes@gaer min Quality Assurance Representative Ted Scroback Address;,Vhone/Email 1301 W Crosby PD Carrollton, Tx 7SOS6 ted.scrobad: @ gactx.com Category Windows Subcategory Single Hung Compliance Method Certification Mark Or Listing Certification Agency Arnergcan Architectural Manufacturers Association Validated By Steven M. Urich, PE validation Checklist - Hardcopy, Received Referenced Standard and Year (of Standard) Standard Year A AMA/NWWDA 101/I. S. 2-97 1997 AAMA/WDMA/CSA 101/1.5. 2/A440-CS 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/26/2009 Date Validated 08/31/2009 Date Pending FBC Approval mo tj2009 Date Approved 10/13/2000 12%8.4 Series 1900/1970 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +40/-40 Other: Set: attached drawings for the Installation instructions, product perfolTtadnce, limits/OP and other limits of use. Aluminum SJH (Fin) 54" x 72' Insulated Annealed DSO. Per Manufacturer's installation instructions. Certification Agency certificate FL1296a PA C CAC 03 Se,'ie5 19M 1970 (54 x 721 APC.udf Quality Assurance Contract Expiration Date 08/11/2013 Installation Instructions FL120.i8 ROD 03 CB-00578A RecranGJlar. pdf F 12%a P.0 II 03 02-00579.A Dea-ignol.cd.r Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Pa,y: ---------�----------------------- FL # Model, Number or Name ---- ---- ------- Description 5444.1 i CertainTeed Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof Shingles --�----------- shingles ------------------ Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R2 II er_C172,709FINAL. Asphalt Shmnle_FL5444- Approved for use outside HVHZ: Yes 112;0dr Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59156 Design Pressure: N/A Created by Independent Third Party: Yes Other! Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R2 AE er072709FINAL Asphalt Shingle. FL5444-j R; -p—d( I Created by Independent Third Party: Yes Nest i rYAA'masctratbn DapA—t ofcomanuity A/Mrs Fk,,b hording Code Ohre cede.' and Stadads 2555 S1wma,C Oak egulevav ralanzsee, F:o: Aa 32399-L' 00 85: i 487-1814, Fax B5CI 414-8431 hen fir BC ISiome in Use, 'Re 'scra[on Iot 7o s Sibmt SurcMrce S[at5&raets PUNc&bns F3CStaT OCtSSCeMa Lins Search MEW Pubic user 40 Product Approval F'..d.et A.xvl4. hicr,u. r+..a:-[ Application Detail FL # FL12103 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Alside Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2389 nthompson@alside.com Authorized Signature Nick Thompson nthompson olalside.com Technical Representative Nick Thompson Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 nthompson@alside com Quality Assurance Representative Jack Mowery Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 (419)853-4656 jmowery@alslde.coin Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer +` Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12103 Ru CCl certor n"_eoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted (12,11212009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 1� 2103.5 Coventry —Lim —its Vinyl Siding of Use Installation Instructions Approved for use In HVHZ: No FL7210=RD II Cc vent_Y 1�.'ilf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in F_12103 RD AE Coventrv.pdf HVHZ. Allowable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +, - 86.5 psf with nails. 13CIS I -came Log :n Use, Registratpn Hot7opcs 59>mt Surcharge Stets & Facts Pubicatbrs FDC Safi 0.I5 Site Map Lnks Search / Product Approval USER: Pubic Uscr p� dirt 12riL a', Me- > ur^dy:_apr-iratnn Sejrc'] > e Il off' _Fr > Appaotlan Datall FL # FL12199 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Williston, VT 05495 (905)793-9462 Ext 235 alex.jovanovic@*pproducts.com Authorized Signature Jovanovic Alex a lex.jova n o v i c@kpprodu cts. com Technical Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 05476 (905) 793-9462 Ext 235 a lex.jovanovic@kpprodu cts. com Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 12345 (416) 553-6818 alex.jovanovic@kpproducts com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Validation Checklist - Hardcopy Received Certificate of Independence FL-2199 RO COI iCC. Certificate or=noependence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 —Description -- --�� FL At Model, Number or Nance Description _ ...-- -- __. __.. ._ _.. - 12199.1 Center Vented 12 /Solid 12' Triple 4" Partially Perforated Vinyl Soffit Limits of Use Installation Instructions i Approved for use in HVHZ: No FL1219Y RU 11 K iiYran lnstalletior pit j Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. r Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports l Other: Must be installed as per the manufacturers FL12199 P,0 AE ESP-1495 jan 09.pdf DC IS hone Log In User Reglstrabon Hot Tops submit Surcharge Stars & facts Pubicatiom FBC Staff BCIS Site Map Lnks Seamn Product Approval USER: Wxc user a•, r ,,Tro .l t+ei_ > >'educt2, cMg In Se rch > 41:Ercati_en Lgt> Appaotkm Oatat FL # FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived fl Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904)783-8400 Clark@flamco.com Authorized Signature dark Jones dark@flamco.com Technical Representative dark jones Address/Phone/Email p o box 6310 Jacksonville, FL 32236 (904)783-8400 clark@flanx:o.com Quality Assurance Representative dark jones Address/Phone/Email p o box 6310 Jacksonville, FL 32236 (904) 783-8400 dark[c3flamco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) +Standard YYr TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07,108/2008 Date Approved 09/15/2008 Summary of Products FL # Model, Number or Name Description 2075.1 VENTRVIO VENTRVIO Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2C75 R3 C. CAC.07-1105_C6 RVSO MIAMI DADEpdr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/31/2009 Design Pressure: N/A Installation Instructions Other: FL2075 R3 II 07-1105.06 RV10 MIAMI R3 II 07-1105.06 MIAMI DADE Pd Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2075.2 VENTRVIO VENTRVIO Limits of Use Certification Agency CWificabs Approved for use in HVHZ: Yes FL2075 R3 C CAC 07310506 RV10 MIAMI DADE.Dtlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/13/2013 Design Pressure: N/A Installation Instructions Other: FL2075 R3 II 07110506 RV10 MIAMI DADE..df Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11ext DCAAdmnatrill Dapiietmaat pfConsnu dy Afil Fbrkla &"V Code Online Codesa d5tandards 1555 Sfelma/a Oak rWeva ra Tallahassee, F—da 322W-2100 j850) 487-fa24, Fa, (850,i 414-8436 zv BCIS Home Login User Registration Hot Topics S,bmt Surcharge Stars & Facts Publcabons FBC Staff BCIS Site Map Lnks Search Product Approval USER: Pubic Use- P li— Awirt A Men > ac.4Amlikatbn 16 > Application De in FL # FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived r. Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Emall 11801 Industry Drive Jacksonville, FL32218 (904) 696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FL 32218 (904) 757-4200 Ext 4682 jhkelsey@serTietals.com Quality Assurance Representative Gerry Shotsberger Address/Phone; Emal I 11801 Industry drive Jacksonville, FL 33218 (904) 696-4204 gpshotsberger@semetals.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Mlaml-Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 04,115/2014 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity FL11024 RG Fouiv 2008 NOA Weather Vent Odf Sections from the Code Product Approval Method Method 1 Option C Date Submitted 07,109/2008 Date Validated 07,11712008 Date Pending FBC Approval 07,118/2008 Date Approved 09,15/2008 FL # Nodal, Number or Name 11024.1 "Weather -Vent" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description Off -Ridge Static roof vent Installation Instructions FL11024 RO II 2003 NCA Weather Vent.odf Verified By: Miarrd-Dade BCCO - EVL Created by Independent Third Party: Evaluation Reports FL11024 RD AE 2008 NOA Weather Vent.pd DCA Admbetratnn Department orCornm o ty Anafra Fame &,Wasp Coda On&. Cider old su,rmrdc 2555 ShLv dOtk aoieevaro Tallahassee, Finnan 32399-2100 tl50; 48/ IW4, Fax (6l0) 414 8436 T ' • BCIS Home Login Use- Regstraton Hot Topcs Submt Surcharge Sets & Facts PUblcatons iiir`fifitllierYY�a�tiBiLaiJYbia�u8 raC Staff BCIS Ste Map Limes Search *Product Approval IbER: Pubic User PrWu'I hpi,roea M9nu > $�ducr, or avDiKptgn Search > Agp-IsS > AP�Motlatl Mtit FL # FL722-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived r Product Manufacturer Metal Tech, Inc. Address/Phone/Email 7635 w 2nd Ct Hialeah, FL 33014 (305)970-7507 steve@metaltech.com Authorized Signature Steve Pulliam Engineering@meta ltech .com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1171 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Monsour the Evaluation Report Florida License PE-11955 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL722 R2 COT 024 cart indii)end.Ddf Referenced Standard and Year (of Standard) Standard Yoe ASTM E 330-02 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/27/2009 Date Validated 02/02/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 Fl. # Model, Number or Name Description 722.1 .024 Galy. Steel Hurricane Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL.71 82 II Cl drswinapdfR1 tI 024 drswina.ndt Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In High Velocity Hurricane Zones of the FL722 R2 AE 024 evaluation Ddf Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Maximum Design Load 103.02 P.S.F. with a Span of 55" ® rie>ttl DCAAdmnistration Depart —it offnnanutlty Alrais Flad i atidg Code Onase Cad -ad srand.,ds 2555 Slumard Dar eoLk"v Tah ra,-,:ee, N.14. i1399-2100 850) 487-1824, Fax (8501 414,9436 K' BCIS dome Login User Replstraton H.t Tapes : Submt S nth rge Stars & Facts ! Publications rat Sta+F BCIS Ste Map links Search 0 Product Approval USER: Pubic user P.94„ t Aggio.4. Menu > Prcdu.l gi amka[laci Sea. > A=okazoi, L,L , Appiiolipn oelaa FL # FL4804-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Alufab Hurricane Shutters Inc Address/Phone/Email 13000 NW 38 Avenue Opa Locka, FL 33054 (305) 688-4701 Ext 19 anthony@alufabhurricane.com Authorized Signature Robert Andrade anthony@alufabhurricane.com Technical Representative Pedro De Figueiredo Address/Phone/Email 6971 West Sunrise Blvd. 104 Plantation, FL 33313 Engco@aol.com Quality Assurance Representative Address/ Phon e'Emal I Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R_ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence FL4804 R2 COI 09-032 Cl.odf Referenced Standard and Year (of Standard) Standard Yesr ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2009 Date Validated 04/22/2009 Date Pending FBC Approval 05/18/2009 Date Approved 06/09/2009 FL # Model, Number or Name Description 4804.1 124ga 8 22ga Steel Storm Panels Corrugated 22ga and 24ga Steel Storm Panels__ Limits of Use Installation Instructions Approved for use in HVHZ: No F1,4804 R2 lI 09-032 DWG.odF Approved for use outside HVHZ: Yes Verified By: Pedro De Figuereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104/-104 Evaluation Reports Other: Product to be manufactured, designed and installed FL4804 R2 AE 09-032 PER-0df as per drawing 09-032. Created by Independent Third Party: Yes DIZAAdninstratcn Department ofCmanusty A/ fans F erlb &rililD Coda On*. Odes: and 9tadad' 2555 Srummd Oak A—levem TaMressee, Fbnda 32299.2100 950) 487 1824. Fax !8501 414-8436 a--r N N L QQ = 0 O O O cz .� U N O O U cu D� / U) O C 0 C = O L.L O ._ O ^' W i.i 0— .� VJ U) m tti O Clio U ' (D CZ fir/ r/ O Q }J O L n� ''W^^ V! V `Mu W cW G a Z Z Q J a SHEET NO. PA 1.2