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Home My WebLink About37659-37677 Aaralyn RdQ 1370- ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY LENNAR_ LENNAR TAMPA DIVISION 15550 LIGHTWAVE DR. SUITE 210 CLEARWATER, FL 33760 727-479-1700 1529 - ST. JOHN Please be advised th is :,?view of plans submitted is a cursory review to assist t e contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted nsI ilq toWure that the plans are in complete compliance with all a able NFPA codes and local ordinances. In the event r finer examination or site inspection reveals area: o mpli, it shall be the contractor's sole responsibl' t their sole expense to bring those areas in compian a City assumes no responsibility for the contracts' -'sire to be in compliance with all applicable NFPA Codes and local ordinances. 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY EILAND PARK TOWNHOMES "MITTED PLAN(S) HAVE BEEN REVIEWBID BY ZEPHYRHILLS FIR , MA HAL'S OFFICE Date: ! _ Reviewer: 10 UNIT 1370 - ST. CROIX 1371 - ST. CROIX Cz2�1 fZ� (ZZS`/ (2 1Z 7 3-7 b 77 — -75, '7 71,0, 7, ABBREVIATIONS ABV. ABOVE M.C. MEDICINE CABINET A A/C ADJ. AIR CONDITIONING ADJUSTABLE M MFR. MIN. MANUFACTURER 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 (CMUs) 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 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 RAD. 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.IFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS S.LT. SIDE LITE IN. FIN. FINISH SGD SLIDING GLASS DOOR LR FLOOR STD. STANDARD FLR, LINE FLOOR LINE S.V. SHEET VINYL FLUOR. FLUORESCENT TEMP. TEMPERED GLASS F.M.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 G G.F.I. GROUND -FAULT CIRCUIT I U.N.O. UNLESS NOTED OTHERWISE INTERRUPTER u G.I. GALVANIZED IRON GL. GLASS VLT. VAULTED GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIBB W. WASHER HH.C. HOLLOW CORE W W/ WITH HDR. HEADER W.C. WATER CLOSET HGT, OR HT. HEIGHT WD. WOOD WDW. WINDOW INSUL. INSULATION I 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 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. DATE I MASTER REVISIONS INDEX OF DRAWINGS ARCHITECTURAL PLANS SHEET NUMBER TITLE ( OA COVER SHEET i 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 FRONT & REAR ELEVATION PLAN 4 SIDE ELEVATIONS & ROOF PLAN 5 ELECTRICAL SERVICE PLAN 6A 1370/1371 - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS 68 1530- SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS 6C 1531 - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS 6D 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 S1.2 MERGE 2nd FLOOR STRUCTURAL PLAN S2.1 FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3 STRUCTURAL DETAILS J ' S4 STRUCTURAL DETAILS S5 TRUSS BRACING DETAILS AND NOTES J S6 TYPICAL 2-STORY SECTIONS & DETAILS STAIRS STAIR DETAILS FW-1 FIREWALL ✓ PA 1.0 FLORIDA PRODUCT APPROVAL v PA 1.1 FLORIDA PRODUCT APPROVAL 1/ PA 1.2 FLORIDA PRODUCT APPROVAL c� 0 Qom•, � _ r. A 1 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 CD N z o s Ln = Nn s�Mo z < 71 ' awaW Z QaIa--� z Wz Ln J Ln `n t� ..-- w U O U Z F- Z �0 QIL V Q I U Z U J I LLJ � 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 07 12 11 2.01 HANGER CONN. AT - _F-L-OOR TRU_S_S__ES_- I I VERSION NO. 2.01 / 07.12.11 CA 25948 SAMUEL A. GREENBERG, j P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 SHEET TITLE: COVER SHEET SHEET INFORMATION: JOB NO.: 310623 i DATE ISSUED: 07.19.11 DRAWN BY: DZ' REVIEWED BY: TH OA P " , / / � z / ' MINIMUM tO HEADROOM OR (2) u SLOPED PLANE ADJOINING a TREAD NOSING (l) w FROM FLOOR Q SURFACE OF LANDING / FOR SI: I INCH = 25.4 mm, I FOOT = 304.8 mm. 1"4IN Ii lUt-f � 4EAED R001" 4 Lu 'n FOR 51: 1 INCH : 25.4 mm. CONVENTIONAL ST>'AIRUJA ' EACH FLIGHT RECTULATED ON IT5 OWN DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A ki 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 51: 1 INCH = 25.4 mm. STAIR TOLERANCES b-iaXb-8 SGD , - PATIO CON. PAD sREAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' 6'-11/2' 1 9'-41/4" 4'-II' 1 10'-6 3/4' 12nd FF. _ trrl / 1 r, 2xb CONY. F-RAMIWs 0 Ib' 2x6 P.T. LEDGER o O/C W/ USP HUS26 / W/ 1/4' 0 x 2 3/4' �, n HANGER AT EACH END TAPCONS a lb'O/C / g 3/4' / i ' 14 RISERS s 11/2' EACH PLUS / I RISER 9 13/4' 'HALF / 14 TREADS a 9.15' EACH `r WALL W/ Ixb WOOD CAP (SEE I TOTAL HEIGHT : 9 4 3/4 STAIR PAGE FOR I / 2 RISERS + 1 TREAD : HANDRAIL INFO) / GREATER THAN 24' 1 NOT TO EXCEED 25' / (2)1 1/2' + 9 3/4' : 24 3/4' LANDING NOT TO INCLUDE I' NOSING. 1st FF. CTAID Mr-TA11 107n/1071 CT r`Dt`%IV SCALE: 1/4' = 1'-0' REFER TO SHEET'STAIR' FOR INFOp'1ATION NOT SHOWN 7-10 1/2' Y-II 1/2' B 1A I LAND ING r FAMILY ROOM UP n C/) �_ KNEE II N WALL II n, 14'-2' I DRAIN PAN, r DRAIN TO OUT SIDE OF bNIT. (SEE 6, W.H. 51,0 FOR = LAYOUT) I'-4' 1'-8"IT-10" '-0° 10'-4° �+ 0 tPRESSURE RELIEF T.P. 1/2 BATH I FOYERLu I� X - CO _ ch TIL c _ r. N IxD T 12'x12' IAoLiL 8'-4 1/2' O.HCA IYI 1/2' 4'-81/2" 2'-II I/2' 1/2 WALL is 39 1/2' v 42' KNEE WALL r - J j 3-0x6-8 J I I OPEN G� u H B. W/ I' x (0, W/COUNTER WOOD CAP ABOVE 0 42' AFF. I 01 FLAT HDR 1 16' WIDTHLn l o COUNTER ABOVE. IA vo 1' KITCHEN Iv I 12'x12 DINING ROOM O.H.C. o cv 12'-2 1/2' 21' 1'-5 1/2' SEE DETAIL 'A' - FOR REAR UNIT' 1 rxl,, r CONFIG. LIN 1/2 34 SH (2) 25 SH -0' GONG. PAD 10'-4' 4'-10' 21'-10" 1 st FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4' = l'-O' 5'-4' nppU IUr C n; KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4' = I'-0' x CQ � 0 i 12'-6 3/4' T$. $ g+6 M. BATH 0 CPT. TIL o S I 30' Ell BASE A N u- VANITY ® W.C. T.P. o MA51ER SMITE Mom, 1153:/5140WER 0 A - 5'-10 1/2° 3' 2' 3'-6 1/4' 5'-3 3/4' BATH 5 1/2' WALL + 30' BA O �, 2-4x6-8 68 VANITY I � I w -, �n I HANSEN 1 a IBox I DRYER a v Mom' e VENT LLLL ,n `! r — — — — j (SEE NOTES,'j M iFIELD 2N22'X36' e KNEE WALL 1 UJ.I.C. I MILE C T L---- J 03 Tr 7A --------- C SE R/S x2 ' � � - - - - 5F v5_0x(0-8 N a N 2-bx6-8 3-0xb-8 1 BF 8'\/ -0' 3'-2 1/2° 3' S" 3'-3 1/2" 3'-11, I- i C e 5EDROOM3 5EDROOM2 25 SH HD. 25 SH HD. HGT. 6'-10' AFF. HGT. 6'-10' AFF. 6' 3" *EGRESS 9' 8" *EGRESS 21' -10" 2nd FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4' = 1'-0' WASHER LAV WC �n 1/2' L�_ �� PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE -----------------= COLD WATER SUPPLY `II — HIV — "V = HOT WATER SUPPLY LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. TUB "r LAV. 1 I I HJ � I TUB WC/ ^ I I I I KIT. TO WATER I LAV SERVICE I I I I NV WC " H.W.H. DOMESTIC WATER SUPPLY 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. 1. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2, ALL INTERIOR ANGLED WALLS ARE AT 45. UN.O. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.R.C. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 3 1/2, FRAME WALL UN.O. AREA TABULATION UNIT ST. CROIX let FLOOR LIVING 691 SF. 2nd FLOOR LIVING 680 SF. TOTAL LIVING 1311 SF. ENTRY 21 SF. GARAGE 0 SF. TOTAL SQ. FT, 1392 SF. J� �4" VTR I I 2" 2"�'----�1 I I I I WASH I I I I I I \\ 1 \\\ I A I 2" I \\ I I\ I \\\ I \ V LAV I \ I \ I TUB \' i I� WC \\ 4" I -r I —�3 11/2' 1 2 --I- 2. I 3• i KIT. WC I LAV TUB j 4• 2" 2 co 11/2" WC BUILDING WALL TO SEWER SYSTEM 4" 3" SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. III DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com ! N Z w O OL� %0 � M 012R 0 � aLuQ , z > w zn a� z�� w J In Fn Ln U C Ln I 0 U I Z � 1 0 _z L ::D I �0? 1i . ^ I, Z U I _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=±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 Ol l3 1 2.00 ADDED UNIT -1522_�T._JOHN _ 2.01 HANGER CONN. AT I 07-12-11 FLOOR TRUSSES VERSION NO. 2.01 / 07.12.1 1 CA 25948 SAMUEL A. GREENBERG, ' P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 EN9) fgR SEAL: QeBoat S 2 R � � 9 S•4' `♦ O ST-ATE OF 1 ' RI 4 �LEM�kikAL UNIT 1370/1371 -ST. CROIX SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 1 I DRAWN BY: DZ REVIEWED BY: TH I A co CD 0 I `r— V I M0 t" J �r— `i J r- 7126 Ui i i i i i z MINIMUM °J HEADROOM OR (2) SLOPED PLANE ADJOINING TREAD NOSING FROM FLOOR Q SURFACE OF LANDING i FOR 51: 1 INCH = 25.4 mm, I FOOT = 3048 mm. 1`11NIMUM �4E:.ADRCO f w n FOR SI: I INCH = 25.4 mm. CONVENTIONAL STAIRU XT4 EACH FLIGHT REGULATED ON ITS OUR•. GREATEST DIFFERENCE BETWEEN N GREATEST AND SMALLEST Lu TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND Sjl LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/5'. FOR 51: 1 INCH; = 25.4 mm. STAIR TOLERANCES 14 RISERS a 11/2' EACH PLUS I RISER is 13/4' 14 TREADS e 9 3/4' EACH TOTAL HEIGHT = V-4 3/4' 2nd F.F. _(3) 2x12 SYK SPACED EVENLY W/ CONTR UCTION ADHESIVE PL200 4 2-Vod TOE NAILS AT EACH END t42'WALF WALL W/ Ixb WOOD CAP (SEE STAIR PAGE FOR HANDRAIL INFO.) 5-8 I/4' 9'-4 1/4' STAIR DETAIL - 1530 -SIESTA KEY SCALE: 1/4' = I'-0' REFER TO SHEET 'STAIR' FOR W-OR 1ATION NOT SHOWN 4'-0' /)P1=NI1J4 'A,_II I/1" OVERHEAD CABINETS N I II N I II I II :_---ass-71 II II II � II II 11 11 KITCHEN II II KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = 1'-0' 9 Q 3' 0' 10140' CONIC. PAD I 2x4 WALL I COVERED PATIO STOR e � s c1t� -0' 3'-i0" 5'-4' M. 0. H 5-0x6-8 SGD 0 r OOI P.W. �? — — p 1 SINK W/ DISP _ I KITCHEN z8 I I u i o REF. _ L---- _____ ____ c0 a U 4'-0' Y-8' 4'-4' 1/2 WALL a 39 1/2' W/COUNTER I le ABOVE: e 42' AFF. IV WIDTH COUNTER ABOVE. DINING ROOM I — 4'-3' 6'-4 1/2" 3' 11 5/8' DRAIN PAN, DRAIN TO OUT 4' ARCH, SIDE OF UNIT. SPRING 6'-8' (SEE: 61.0 FOR Ep, TO 1'-4' -LAYOUT) - — — — — /2 WALL — — — — �, UNDER T.B. 1/2 BATH X I I STARS a � TILE: CffT. O C�' ��_ - IC�. I I l M I I I T.P.PRESSURE ---- 2'-1 1/2' 5' 0' 4' ARCH, RELIEF SPRING 6'-8' LANDINIG UP TO 1'-4' � A KY 1B � 5'-9 I/4" 5-0 3/4" HALF I WALL I I I cn to C I FAMILY ROOM I c\v I I m cv I I a U FOYER LLL (2) 25 SH %k EGRESS CID d C" ENTRY I 25 SH _ EGRESS N 4'-3" 3'-0' T-V 1 st FLOOR PLAN - 1530 - SIESTA KEY SCALE : 1/4' = 1'-0" W-6" (2) 25 SH HD. HST. 6 -10' A.F.F. ow BEDROOM 2 W-9' `r I STUDY Iz w fa o- LLL DRYER VENT (SEE NOTES) m a HANSEN Its 2'-9 1/2' BOX I'-11" 3'-11 1/2' 7, m I A/C CHASE I � m DRYER ASHE LIN lZ X T.B. IQ r zl V5ATH Q 48' BASECPT. 41E �? r VANITY 7 O >o X w W.G. L C e T T.P. M,C. I; I LANDING p m 3' I®' 3'-2 I/2' 3'-11 1/2' A/R LANDING I I Q X I I N = I I ' 8' BASE o VANITY V M.C. 2-6x6-8 p �u W.G. M I � m TIL m Lu M. BATH e >� 10'-6 1/2" I ' N I A/C CHASE I i \, co MASTER SUITE I �I al � , I I x I 0 �P 2' 1/2' 1111 1/2' � I I I I I I I I I 24/5 SH HD. HGT. �^ 6'-10' A.F.F. I 25 SH HD. HGT. 6'-10' AFF. * EGRESS I 2'-II" 3'-0' 2'-8' 2nd FLOOR PLAN - 1530 - SIESTA KEY SCALE : 1/4' = 1'-0' WASHER I TUB �, , J I � ` 0A LAV. 1/2" I I KIT. TUB ✓ 1/2' l^ �, } ,� �LAV• / LAV We 1/2" H.W.H. 1/2' �y 4WC TO-' WATER SERVICE DOMESTIC WATER SUPPLY SCALE: V.S. PLUMBING LEGEND = VENT LINE = SANITARY WASTE LINE -------- --_------= COLA WATER SUPPLY w — Hw— = HOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. VTR i j 1 VTR 2" I. TUB, ► ` i WAS 2 2" �11/2" � I I Tq' T B i 1 1/2' 2" WC LAV i I 1 1/2" 2" LAV I I 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. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. 1. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. N. 0. 3, ISSUANCE OF PLANS FROM THIS DES6NERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDNG 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 DESMR5 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 DES6NER6 OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING MIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTW%UI514ER 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 FRC. LOCATE SO AS TO BE ACCESSIBLE, E)IMEN51ON CONVENTION OVERALL 4 EXTERIOR OPENIWs DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 6' NOMINAL BLOCK 31/2' FRAME WALL UN.O. AREA TABULATION UNIT SIESTA KEY Ist FLOOR LIVING 154 OF, 2nd FLOOR LIVING III OF. TOTAL LIVING 1531 OF. ENTRY 45 OF. COVERED PATIO 69 SF. STORAGE 18 OF. TOTAL 6Q. FT. 1663 OF. 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 Lu G O�-.o � = M 5 M O z oo�o LLI >wN QaQ�r Z < W z J o� _jIn mi In Ln w U I 0 U >z 0 Z ' � 1 0 I Z Cv I J � Lu — - TO THE BEST OF THE ENGINEER'S j 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 OF THIS DRAWING ONLY. 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�1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNIT 1529 ST_JQHN ___ 07 12 11 2.01 HANGER CONN. AT _- FLOOR TRUSSES_—______ VERSION NO. 2.01 / 07.12.1 1 CA 25948 SAMUEL A. GREENBERG, I P.E. #34245 THUY H. HUYNH, 'wP.E. #60122 IRWIN J. BENSON, P.E. #49758 _ zmmmmmem,a C E Ns, S' vex S,/'••..., ••��,,�� • •�mLL %ET TITLE: INDIVIDUAL UNIT 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 310623 I DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH I B iL —"I �-7 • • -44 / / / / / z / MINIMUM c0 HEADROOM OR (2) 9 SLOPED PLANE W ADJOINING o TREAD NOSING ll) / FROM FLOOR Q / SURFACE of / LANDING / FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8 mm. 1" 1NI1" I1,M HE,ADROV-1 0 FOR 51, 1 INCH = 25.4 mm. CONVENTIONAL ST,A I RWA* T' EACH FLIGHT REGULATED ON ITS OWN GREATEST SMALLEST DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A = FLIGHT OF STAIRS IS LIMITED TO 3/6'. Lu DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR SI: 1 INCH = 25.4 mm. STAIR TOLERANCES 9' 3'-3' 3'-6' 3/4' PLYWOOD OVER 2x6 FRAMING: W/(2) IOd HVAC 1 � \ 42' HALF e EA END. \ WALL W/ I x 6 WOOD CAP TOP OF A/C PLATFORM 2nd FF. _— -In _ — r I I_ GIRDER 11 _ _ -� I BEYOND FRAMER IWEEWALL TO SUPPORT A/C � 1 \ PLATEFORM (SHOWN DASHED) / % 1 `\LANDING 2 RISERS + I TREAD = � � � �/ ' LANDING GREATER THAN 24' 4 NOT TO z o 1 / EXCEED 25' (2)1111' + 9 3/4' = 24 3/4' 2x12 P.T. W/ 1/4' x NOT TO INCLUDE I' NOSING. I = / 2 3/4' TAPCONS I / AT I6' OC. 14 RISERS e 1 1/2' EACH I / 42' HALF PLUS I RISER f 13/4' 1 / WALL W/ I x 6 (3) 2 x 12 5YP"2 14 TREADS is 9,15' EACH / WOOD CAP SPACE EVENLY W/ TOTAL HEIGHT = V-4 3/4'Ist FF CONSTRUCTION ADHESIVE PL200 4 T-3 3/4' T-6' 2- Ibd TOE NAILS 10'-9 3/4' AT EACH END STAIR DETAIL�-] 531 �-M�ATINIQUE SCALE: 1/4' = 1'-0" REFER TO SHEET 'STAIR' FOR INFOR'1ATION NOT SHOWN 5'-2' I, -a. npr-KIIV - A' - a' CABINETS -I -------- - - - ---I I II I II ---------mil II _ I II II N n. II II KITCHEN II II KITCHEN PASS-THRU - MARTINIQUE SCALE:: 1/4' = 1'-0' 14'-6" 31-01x6'-0' CONC. PAD I I I I STOR. COVER PATIO � I � I 6-Ox6-8 SGD HB I 1_ 2'-8 1/2' V-8 1/2' • 6'-4' M.O. 2'-V 14'-6" 1'-3' (2) 25 SH HD. HGT. 6' 10' AFF. * EGRESS BEDROOM 2 11'-9 1/2' 3'-8' 2'-5' ,. 5'-81/2' 1'-3' � I I I I � I � I v I I I I V T� I W.G. V2-6- w a m �T= n co FAMILY ROOM GPI 301 BASEITY o BATH T.5 uj IC'-10" �OGAT� II � I DRYER VENT I I IN I I IT V FLEX SPACE I (SEE NOTES) FIELD 1 I I� z 3' 8' 10'-10, �22'X36'I I IIt iE ts L MIN. � I I - 6'-3 1/2' 4'-6 1/2" 1 I PED. SINK N I I I I 4' ARCH, T.P. W.C. 4' IC 3/4' 5'-II I/4" SPRING 6 -8 V DRYER ->I * I TO 7'-4'UO - I N CPTTf�E HANSEN u; _ BOX ,n HALF O WALL - - --LANDING1/2 BATH � 3'-4' Tn 4' ARCH, A/R HVAC - - - - SPRING UPW.H.`` Y� 1c A TO l -4 I 11 x LANDINGJA I I ,� -- -- tj M -------;� 2-bx6- 4'-10 lit' + � `b� T o N M.C. AV HALF PRESSUn DRAIN PAN, 48' BASE o WALL RELIEF DRAIN TO OUT T m 1-8 VANITY a[ SIDE OF UNIT. DINING ROOM (SEE 510 FOR I +� M. BATH T BN I I I I/2 WALL 39 In' W/GOUNTE 4'-0" 10'-0 R/S v ABOVE @ 42' AFF. -- - - - - - - - - - - - - ` 16' WIDTH COUNTER ABOVE. m O Te `" 6-0x6-8 BF I 6-21/2' 11/2' 3'-8' 10'-10" A/Ct "T -------- � I CHASE I KITCHEN / o I I CPT. TILE BRKFST N e 1 4-Ox6-8 1 1 OPENING MASTER SUITE ' to - FLAT HEADER 2'-1' I I -6X6 SINK W/ DISP I -- 10 L___J Luli %i 33 SH 24/5 SH ai HD. HGT. e ENTRY I I fo'-10' AFF. m CA FOYER m 25 SH HD. HGT. 6 - ON AFF. *EGRESS 25 SH 16'XI6'X24' HIGH SQUARE COLUMN BASE 2' 1' W/ 12' ROUND PILASTER ABOVE. 1 st FLOOR PLAN - 1531 - MARTINIQUE SCALE:: 1/4' = I'-C' 2nd FLOOR PLAN - 1531 - MARTINIQUE SCALE : 1/4' = 1'-0" LAV. �1 I I TUB WC�I,\�h�� I I I LAV. TUB 1121 �' i LAV. Wq WASHER I I WC � I 1/2" ' KIT. H.W.H. 1/2" TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE ------------ - = COLD WATER SUPPLY — Hv — H" — `" = HOT WATER SUPPLY NOTE LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. VTR I I I I �>_ q" 2•/ 1 3" WC I 1 � 3" Ji TUB l 2- KIT. BUILDING WALL2" TO 4" SEWER I SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: NITS. JI V VTR 1 I I FLOOR PLAN NOTES 1. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMEN51M 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 C01PLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45 U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES NOR 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. 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 UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINKsUISHER N ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.RC. LOCATE 50 AS TO BE ACCESSIBLE. DIMEN51ON CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 6' NOMINAL BLOCK 31/2' FRAME WALL UND. AREA TABULATION UNIT MARTINIQUE Ist FLOOR LIVING 154 S.F. 2nd FLOOR LIVING III sr-. TOTAL LIVING 1531 SF. ENTRY 45 S.F. COVERED PATIO 69 SF, STORAGE IS SF, TOTAL SQ. FT. 1663 SF. I I I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com i N zLu0 0 1:; VM M O , zE cl� L-Li RD a>Lu I aaF-� I r4 z LL1J O U Ln J `n C ui (� O u I ZZ v) 0z� I ^/ O Q O I 0 U Z v) Q U ui �- 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 j 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. — 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 1.001.00 2�007 FB uCFB UC PDTATES O1-1311 2.00 ADDED UNIT- - 1529 ST. JOHN 07 12 11 2.01 HANGER CONN. AT FLOOR TRUSSES -_ VERSION NO. 2.01 / 0-7.12.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 I AYEE�ffR.< .i R � N[0. 60122 * �' o o • 0 • �Aw�v t,QNAL t•tttt:�b�-- - SHEET TITLE: I INDIVIDUAL UNIT I, 1531 - MARTINIQUE I SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ I REVIEWED BY: TH 7 WE u/ / / / / / z / / MINIMUM c0 HEADROOM OR (2) SLOPED PLANE ADJOINING TREAD NOSING FROM FLOOR W / SURFACE OF / LANDINGS / FOR 51: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm. r I IN I1 11Jl i 1--IE,AD R001`1 Ul n FOR SI: 1 INCH = 25.4 mm. CONVENTIONAL STAIRW A1' EACH FLIGHT REGULATED ON ITS OWN DIFFERENCE BETWEEN GREATEST AND SMALLEST 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 SI: 1 INCH = 25.4 mm. STAIR TOLERANGE5 W-6 3/4' 4'-0' 10'-6 3/4' 2nd FF. I r/ I / / 42' HALF WALL 9 3/4" / 14 RISERS s 11/2' EACH PLUS W/ Ixb WOOD �, / 1 RISER a 13/4' M GAP (SEE 14 TREADS a 9.15' EACH `r STAIR PAGE / TOTAL HEWT = V-4 3/4' FOR HANDRAIL INFO) / 2 RISERS + I TREAD = / GREATER THAN 24' 4 NOT TO EXCEED 25' 1 / (2)11/2' + 9 3/4' = 24 3141 -ANDINCs Not TO INCLUDE I' NOSING. STAIR DETAIL - 1529 - ST. JOHN SCALE: 1/4' = I'- V REFER TO SHEET 'STAIR' FOR INFORMATION Not SHOW 14'4' 14'4" II14' 1'-3' ]k CONC. PAD (2) 25 SH HD. HGT. (V 10' AFF. * EGRESS I I I I STOR COVER PATIO I `-4 I I I 6-0xfo-8 SGD HB. MASTER SUITE 2'-8 1/22'-8 1/2, V-4" M.O. 2'-9' I I I I 2'-61/2' 5'-11/2' T-10" I FAMILY ROOM I I I I 5-0x6-8 BF I I L-------------=ij I I R/5 3'-8" 10'-10, LAY. AV. m 12' BASE VANITY 1/2 WALL 9 39 1/2' W/COUNTER - I M. BATH ILE T. ---- -- ABOVE 0 42' AFF. fn - -. ----- - 0 6' 4 3' I0 I/2" 6+ lb'WIDTH C:OI.INTER ABOVE. a 2-8 b 8 I I — — — —— — — — — — — — — — ��+ 5/SH 6+6 DI) O OO u T.P. WC. — Io SINK W/ DISP I I W.C• a LOCATES IN KITCHEN z e �' LAV• T.P. UO FIELD 1 Y-4' Y-4" • I22'X36' 1 48' 5A5E VANITY' I MIN. Lu � BATH m w o L M— J — — — 2-4X6-8 — REF. u-- 4' ARCH, u ? I SPRING 6'-8' 5/SH — — — — O.H.G. 1 I v 1 I = T01'-4' °' 1 HVA+6 m DRYER VENT j A/H I8 DRYERI (SEE NOTES) I s Iw5 I I 1 CPT ILE `4 co HANS r e 1/2 BATH a BOX, I PEE). SINK u' ASH I I 4' ARCH, I 0 SPRING 6'-8' v DOWNTO 1'-4' W.G. W.H. y PRESSURE RELIEF I I 2'-1" 4'-5' 3'-V DRAIN PAN, DRAIN TO 3 8, OUT SIDE OF UNIT. (SEE - 51.0 FOR LAYOUT) Nr e �o I DINING ROOM I � I BEDROOM 2 I HALF I WALL I � LANDING UP e v v � __ I I I 24/5 SH A HD. HGT. A I 1D I a I 6'-10' AFF. FQ)YER � ENTRY "' "' 1� 1� 1� 25 5H -------- HD. HGT. 6'-10' AFF, EGRESS 25 5H 16'XI6'X24' HIGH SQUARE 2'-1' 3'-1' T-II' 5' 11" COLUMN BASE 2' 1' 3'-1' T-11' W/ 12' ROUND PILASTER ABOVE. 1 st FLOOR PLAN - 1529 - ST. JOHN SCALE : 1/4' = 1'-0' 2nd FLOOR PLAN - 1529 - ST. JOHN SCALE : 1/4' = 1'-0' j 11 LAV. I I I TUB I WC V. I , 1/2" LAV. TUB �' ; �"WC TTT` `✓ WASHER I I WC KIT. H.W.H. 1/2"/ 1/2" TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T,S. PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE -------------- = COLD WATER SUPPLY = HOT WATER SUPPLY NOWT LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. �1�4"� i I 1 LAV \ ;\v�`' 1\ I 2' I \\A 3" WC Lo,i 3" j Ji TUB V \r.\2" 2" j 3' wrT / ! BUILDING " �2- WALL TO 4" SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: RT.S. VTR 1 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 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 AFE AT 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRICTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES MALL BE BROUGHT TO THE ATTENTION OF THE DES16NER5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR5 THAT AM MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5 4L BE SI5JECT t0 ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THE5E PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RE5PONSIBLE. 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 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. DIMEN510N CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUtSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL UNA. AREA TABULATION UNIT ST. JOHN 1st FLOOR LIVING 154 S.F. 2nd FLOOR LIVING III SF, TOTAL LIVING 1531 SF. ENTRY 45 SF. COVERED PATIO 69 SF. STORAGE 18 S.F. TOTAL 5G2. FT. 1663 Sr-. 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 C) N zLLC _o�� M M p oo1-4 �� Z>w°' g>Lu V-7 Zc� z W 'n J J Ln L Ln uj U L � O U I Z � I O 7- Q Q tj V) n U Z t/) i J_ U LLJ 00 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. 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 ONTHIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES O1-13 11 2.00 ADDED UNIT 1529 ST. JOHN 2.01 HANGER CONN. AT 07-12-11 FLOOR TRUSSES _I VERSION NO. 2.01 / 07.12.11 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 rpq THUY H. HUYNH, P.E. #60122 I ❑ IRWIN J. BENSON, P.E. #49758 i i 4 do 6012 R TEv ,•+� wF, i tPs /OAfA� -- ssfsss�cs�•�� SHEET TITLE: INDIVIDUAL UNIT 1529 - ST. JOHN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH D W 0 H • H T97 .Kip LO I I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineefing.com i Q 4 N Z LLJ C O v � = M 5 M z O o�� 0 .� II Lu ¢a z Q�� `J w z(j J Ln Ln Ln Lu (� :�i v) O U z I �o� Q V) U Z v) Q U 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 O1-13-11 2.00 ADDED UNIT 1529 ST. JOHN 07-12-11 2.01 HANGER CONN. AT FLOOR TRUSSES i VERSION NO. 2.01 f 07.12.11 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. # 60122 IRWIN J. BENSON, P.E. #49758 LgrEfElT 4� `F � 4 ky 1 s. � t � f � F a di �. f � I s�(� � ♦ rf' p� �^ SHEET TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH 2.9 1 00 0 0 I I 0 \"MJ �F_ �+ J 7 /-2 C" Ivt i 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 Z 0 so r\ � M C i 5 z ��.N, I 01 Lu QQ f z Q Q 0 C n w Z � Jo Ln Ln w U O U = N z V Oz� moo? Q V) � I U Z u I I U Lu 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. 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 07 12 11 2.01 HANGER CONN. AT FLOOR TRUSSES I VERSION NO. 2.01 / 07.12.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 I I I i •! 4 m _ 4a �' 4 V LE: 2nd FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH . 202 00 0 0 1 I 0 \"MJ V J -112 C, /0 OFF RIDGE -- VENT (TYP.) T.O.B. ° Y cif LU Lu cTl S � Z — Lu u � O 12 U-�_ $p ° D Z T.O B. r N 2nd FF. n t — � m - -z Lu `t QI'_ 0 �r �o- �° Lt, u L , MAIN FF. 16' x 16' x 24' TALL SQ. COLUMN BASE UJ/ 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX TRUSSES a SHED DECORATIVE J SQ. COLUMN BASE LU/ ROOF. 12' ROUND PILASTER STONE (TYP.) ABOVE. 1530 - SIESTA KEY 1529 - ST. JOHN If•:�:W11IMIifM 1531 - MARTINIQUE WEEP SCREED INFO. 1531- MARTINIQUE FRONT ELEVATION SCALE : 3/16' = I'-0' SQ. COLUMN BASE UJ/ 12' ROUND PILASTER ABOVE. 1529 - ST. JOHN STONE (TYP.) 1530 - SIESTA KEY --OFF RIDGE VENT (TYP.) 1370 - ST. CROIX 1371 - ST. CROIX r--r= I IIL J 1—i EJ I L-LiE1 E EI EI=E I I I �o%i) OQ 12 I ( ( ( ( I I p n T O ' .B 25 SH 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH 25 SH = 2 d FF. _ 2'-8' 81.018' BAND 12 r n I I EXPANSION JOIN I I I EXPANSION JOINT � z = _ L IIIE U �� I EJ I I I I I ® I 0 IEE I I I I I I coEl �`pQ �v,n u- - w �[ 1/2 33 SH i/2 33 SH El N3= 6068 I 506 I 6068 I 6068 I 6068 I fo01'o8 I 506 I MAIN"FF S.GD. 1/2 34 SH SAD. S.GD. S�xD. S.G.D. IL5LD. S.G.D. - - - 1/2 34 SH TEMP. - - _ - - - TEMP - - TEMP. - - TEMP. - - - TEMP. TEMP. TEMP 16' x 16' x 24' TALL DECORATIVE I I I 50. COLUMN BASE UJ/ STONE (TYP.) 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE REAR ELEVATION SCALE : 3/16' = 1'-0' 1531- MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY ° La Lu � - z ,# Lu � u <c lucoO I �_ LL �z N � d- � m In r z- v U Lu MAIN FF. "-46' x 16' x 24' TALL SQ. COLUMN BASE UJ/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT l� U1 u ° O 12 ®uatcaO a$ uj N Qco U '7 O � N - TEMP - MAI FF. DECORATIVE IW x IW x 24' TALL STONE (TYP.) SQ. COLUMN BASE UJ/ 12' ROUND PILASTER ABOVE. 1370 - ST. CROIX 1371 - ST. CROIX NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-O' OVERHANG IN SIDES AND REAR I'-4' OVERHANG IN FRONT DAN SCO ENGINEERING, LLC j P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com 0 N Z LLJ O co M M p ooLL uj o� aaQv Q¢�� z�`7J` J p V Ln Ln Ln rl vi ^ w U 0 U Z 0 Z :�i ZD CI Q Q � V) � I I U 0 z Q I 1 0 i U I co 0 0 iE BEST OF THE ENGINEER'S WLEDGE AND BELIEF, THE STRUCTURAL IS AND SPECIFICATIONS COMPLY WITH �— FLORIDA RESIDENTIAL BUILDING CODE, NO LUDING 2009 SUPPLEMENT) SECTION FOR 120 MPH, 3 SEC. GUST, EXPOSURE O INCLOSED (INTERNAL PRESSURE M t FFICIENT=±0.18) WIND ZONE J iRAWING AND DESIGN IS VALID FOR 12 MONTHS THE DATE IT IS SIGNED AND SEALED. r LO ID AND SEALED FOR THE STRUCTURAL PORTION IS DRAWING ONLY. LENNAR CORP.-THIS PLAN MAY NOT BE EDUCED IN ANY MANNER WITHOUT WRITTEN ;ENT FROM LENNAR CORPORATION. -THESE DRAWINGS AND DESIGNS ARE THE JOINT ERTY OF DANSCO ENGINEERING, LLC AND THE T ON THIS PROJECT. ANY REPRODUCTION OR THORIZED USE IS PROHIBITED. REVISION: •TE j DESCRIPTION 1.00 2007 FBC UPDTATES 2�.00 ADDED UNIT 1529 ST. JOHN 9 09 �11 2 11 2.01 HANGER CONN. AT FLOOR TRUSSES VERSION NO. 2.01 / 07.12.1 1 CA 25948 SAMUEL A. GREENBERG, I P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 (o r .� LP :. r t•= , .�. .t —i 7lL G �u SHEET TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 310623 i DATE ISSUED: 07.19.11 j DRAWN BY: DZ REVIEWED BY: TH 3 IA'_/ ' �I'_117' ROOF VENT SCNEDIJLE <r m 1370 - ST. CROIX 1371 - ST. CROIX NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT T.O$. 2nd FF_ 12 1530 - SIESTA KEY 1529 - ST. JOHN VENTS SHOWN ARE APPROX. SIZE 4- LOCATION. REFER TO ROOF VENT SCHED. ON THIS SHEET FOR MIN. REQ'D VENT AREA PER UNIT. 12 I ...1_i.r._ U — 1�_ I I •I 1 T_I . 1 I STONE (TYP.) 50. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1531 - MARTINIQUE 1529 - ST. JOHN 1531- MARTINIQUE ROOF PLAN SCALE : 1/13' = 1'-0' INFO. LEFT ELEVATION 3N SCALE : 3/16' = 1'-0' 1370 - ST. CROIX 1371 - ST. CROIX 1� 1530 - SIESTA KEY T.o$. L 12 LILL Lu =J� pwrov \-16' x 16' x 24' TALL DECORATIVE SQ. COLUMN BASE STONE (TYPJ W/ 12' ROUND PILASTER ABOVE. _ 2nd FF._ 0 MAIN FF. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR I'-4' OVERHANG IN FRONT VENTS SHOWN ARE APPROX. SIZE t LOCATION. REFER TO ROOF VENT SGHEp. ON THIS SHEET FOR MIN, REQ'D VENT AREA PER UNIT. IV x IV x 24' TALL .2w(00 SQ. COLUMN BASE DECORATIVE W/ 12' ROUND STONE (TYP.) PILASTER ABOVE. - VENTS SHOWN ARE APPROX. SIZE t LOCATION. REFER TO ROOF VENT SCHED. ON THIS SHEET FOR MIN. REQ'D VENT AREA PER UNIT. 12 a� INFO. - -- SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. RIGHT ELEVATION SCALE : 3/16' = 1'-0' V O �9 LL T.O.B. Q C14 2nd F.F. v 12 - 0' r 0 Z Lu — � Q i U Q tlJ Lu � MAIN FF. STONE (TYPJ NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT i I i DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com i O N Z Lu O _z O o�LL ajLU ¢ F- a- Z N I Z WZ J J Ln V Ln I J I W u 0 U z V) 0 z I 0 Q t� 1 V) 0 U z QI r 1 W — — 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 09-29-091.00 2007 FBC UPDTATES O1-13 11 1 2.00 ADDED UNIT- -- -- 1 S29 ST. jOHN__ 07 12 11 2.01 HANGER CONN. AT 1 FLOOR TRUSSES_ VERSION NO. 2.01 / 07.12.1-1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 j IRWIN J. BENSON, P.E. #49758 I -�s6�537i d8� IN G) N Rrs . L: lop ® Q 0 - a oPr�t �nki- ,go, 0 VMT TITLE: ROOF PLAN SIDE ELEVATIONS SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.1 1 DRAWN BY: DZ REVIEWED BY: TH 4 H H 0 0 1 O I O M V / r— FOR CONTINUATION, SEE 1 FOR CONTINUATION, SEE FOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER EACH UNIT. (TYP.) li EACH UNIT. (TYP.) EACH UNIT. (TYP.) i, I 1 II II U i ' I I I I I ------------------ I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - J— — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — -------------------------i-------------------------------------- — — — — ------------------------------------------------- DIAGRAM BELOW (SEE ELEC. RISER METER BANK) FOR CONTINUATION, SEE �I i I jFOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER EACH UNIT. (TYP.) EACH UNIT. (TYP.) PROVIDE A MIN. 22' BELOW FF, VERTICAL SEPERATION FROM ANY / ==1 = ALL UNDERGROUND UTILITIES. (TYP.) 1370 - ST. CROIX 1371 - ST. CROIX 0 150a O FA METAL COLD 2/0 CU BARE THRU-our WATER PIPE STEEL 5/8' x 10' CU W RODS 1530 - SIESTA KEY 1-1/2" PVC WITH (3) 2/0 AL. XHHW CONDUCTOR`S lU 16 AL6 GND (TYP. TO UNIT PNLS) O 125A, 120/140V40V boa IP, 3W NEMa 1 OM 24 CKT. �A OTYPICAL FOR ALL FmA UNITS (2) 3' PVC WITH (3) 0 350 MCM AL CONDUCTORS EA. 10 UNIT RISER DIAGRAM (TYP. OF TWO LOCATIONS) SCALE: N.T.S. 1529 - ST. JOHN 1531 - MARTINIQUE FOR CONTINUATION, SEE FOR CONTINUATION, SEE— - m FOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER EACH UNIT. (TYP.) EACH UNIT. (TYP.) - EACH UNIT. (TYP.) I I I I I I I I I L------------------------L-----------------------------L---------------- — m----------------------------------------------------------------�---- --------------------------------- Ir------------ ---- DIAGRAM BELOW I I (SEE ELEC. RISER I I METER BANK) I I FOR CONTINUATION, SEE FOR CONTINUATION, SEE ELECTRICAL PLAN PER t- - EACH UNIT. (TYP.) ELECTRICAL PLAN PER - -- EACH UNIT. (TYP.) _ I I' = PROVIDE A MIN, 22' BELOW F.F. - VERTICAL SEPERATION FROM ANY / — ALL UNDERGROUND UTILITIES. (TYP.) � I i I II I r �. i 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX ELECTRICAL SERVICE PLAN SCALE - 3/16' = 1'-0" 5C= 1370/1371 - 5T. CROIX 5= 1530 - 51E5T,4 KE`' M= 1531 - MARTINIQUE 5J = 152g - 5T. JO14N SHORT CIRCUIT CALCULATION - 6 E 10 UNIT 2 Set of 3' Conduit with 3 - 350 MCM AL Conductors C.O.L. Transformer to Main Service Location KVA Transformer KVA MC Motor Contribution v Voltage Line -Line VN Voltage Line -Neutral L Len th (Feet) C4 to Fault C Constant Z Transformer Impedance NR Number of Runs Per Phase NRC Constant based on' Runs Fault 1 IFLA = KVAxl000/EL-L Multiplier=100/Z ISCA =1FLA 'M F=L*I/GEL-L M=1/I+F IscA =15CA IM TEN UNIT - SPLIT 5 LOAD CALCULATION "OF LIGHTING t SMALL UNITS APPLIANCE VA 1529 - ST, JOHN 1 5 093 1531 - MARTINIQUE 1 5093 131OA311 - ST. CROIX 2 8kl3 1530 - SIESTA KEY 1 9,093 44,505 DRYER LOAD 5 5000 EQUALS RANGE LOAD 5 8000 EQUALS WATER/HEATING 5 9,500 EQUALS FIXED APPLIANCES 5 1%0 EQUALS NET CALCULATED LOAD NET CALCULATED LOAD USING OPTIONAL CALCULATION (SEE TABLE 220.84) 1(0(om VA MULIPLIER 0.45 15062 VA DIVIDED BY 240 VOLTS HOUSE PANEL LOAD 0 VA DIVIDED BY 240 VOLTS TOTAL CALCULATED SERVICE 51ZE SERVICE MAIN SIZE 400 AMPERES 20,000 40,000 410M 9,800 122,300 EQUALS EQUALS EQUALS VA VA VA VA VA 15062 312.15935 0 0 313 VA AMPERES VA AMPERES AMPERES 100 564 240 120 25 14200 1.6 2 28400 416b661 62.5 26605b1 OJM1585 0.911091 2424018 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 W V) � = M 5`�Mo zoo� o LU 0_ QQQ�. z < � � ZVw ww�J O Vun J un U (� 0 U C/) >Z F— I 0 Z O Q � � I C/) Q I U Z Q U w `) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY 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 07 12 11 2.01 HANGER CONN. AT FLOOR TRUSSES - -L VERSION NO. 2.01 / 07.12.1 1 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.1 1 DRAWN BY: DZ REVIEWED BY: TH 00 O 0 r— �O I CM r_ L J r— CKT" ELECTRICAL PANEL 5CHEDULE CKT" 0 PER UNIT- 125 AMP 24 CKT. O w DESCRIPTION 1 Ht DESCRIPTION Ik I 2 DRYER 10 30A 2 RAWGE / OVEN 6 50A 2 3 4 5 6 CONDENSOR WIT 10 30A 2 WATER 10 30A 2 T HEATER 8 MASTER SUITE Q 2 5A 1 9 10 AIR HANDLER / HEAT STRIP 0 10 30A 2 BEDROOM / SMOKE 'O p 5A 1 11 9 DETECTOR DISHWASHER 12 20A 1 13 CLOTHES WASHER 12 20A 1 14 1ULIl BATHROOM QQ Q 20A 1 5 DINING ROOM 2 20A I 16 \ KI 00 / CU MAKIMCE OUTSIDE IAM. s 2 O a 20A 1 n lst FLOOR p 5A I IS LIGHTS -- KITCHEN 0 Q 20A 1 19 DISPOSAL 12 5A 1 20 REFRIGERATOR Q 20A 1 21 LIVING: ROOM 12 5A 1 22 MICROWAVE OVEN 2 20A 1 23 2nd FLOOR P 5A 1 24 LIGHTS PANELBOARD NOTES: 0 DEDECATED AM. CIRCUIT @ 5 KII FEAT STRIP Q DEDEcATED cin. CIRCUIT RESIDENTIAL LOAD CALCULATION 1310/1311 - 5T, CROIX General Lighting 1311 3 4113 Laundry Clrcuult 1 15M 15M Small Appliance Circuits 2 15M 3000 Total Small Appliance 4 General Lighting 8613 RANGE I 8000 8000 Dryer 1 5000 5000 Special Circuit 0 0 0 13000 Fixed Appliances Water Heaters 1 4500 4500 Dishwasher 1 12M 1200 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 28013.0 VA FIRST 10 KVA OF GENERAL LOAD a 1009. 100000 VA REMAINDER OF GENERAL LOAD a 40% 1,2292 VA 5 kvA OF HEAT a 40% 2000.0 VA TOTAL 19,229.0 VA 19)29 divided by 240 equals 80 Demand Amps ELEC. METER BALK (SEE PC SERVICE PLAT' FOR LOCATIOI 22) �3 22 / \ CD - - 1T FAMILY ROOM STD. SURFACE I I MNT. LT. UP TO / FAN/LIGHT 22 LIGHT / J PRE -WIRE 15 s&B WALL MOUNT OD - - • -I, LIGHTING / PER SPECS b.F.l. 22 / 15 1/2 BATH 15 n / � 22 z - Lu ,B FOYER � zz I SURF. MNT. O 16 1 ELEC. PAN L 1a - 19 2201/, " Ii +48' 18 ' 16 I I +PENDANT DINING ROOM bF.l. KITCHEN '•I 1s � z1 A/ DISGONN. 16 5&7 I ~i SET DETAIL 'A' FOR REAR UNIT CONFIG. 1 st ELECTRICAL PLAN - 1370/1371 - ST. CROIX SCALE : 1/4' = 11-0' O ) y M. BATH - - _..- MASTER SMITE WALL I I MOUNTED 1 LIGHT PER SPECS ,s - - - - -- _ s 1 za \ STD. 0 SURFACE MNT. LT. -- ' \ III ; FAN/LIGHT 9 MQIWTED - \ \PRE -WIRE LIGHT T PER , (SPECS -- 1 SD`, ,s l' DOWN TO © 9O O LIGHT_ t4'_ GD I I3& SD �� BAT+ I ' ' CD I 15 --- - I -- „ CH ' 24 24 24 15 M O sD I _ UJ.LIi. 1&3 11 -- - -- -- -- - -- �1 44 ocl) WALL MOUNT „ DOINSIDE OF-O 11 H DOOR HEADER sD O 10&1 tt ---- �� /ST. , SURFACE STD. , / 24 MNT. LT. ©' © SURFACE �� \n i FANLIGHT 2a l PRE -WIRE FAN/LIGHT 1, „ PRE -WIRES J , BEDROOM 3 BEDROOM 2 11 11 11 2nd ELECTRICAL PLAN - 1370/1371 - ST. CROIX SCALE:: 1/4' = II-0' 7-1 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 Z W O 0 � M M O Z O rn' Q Q H z Q a�� w zC)J uj O U Ln Ln Ln w U I O U Z Oz� I O Q () C Q I U Z V) Q U V) w THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 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 00 ADDED UNIT Ol_13-1 1 1529 ST_.14HN 07-12-11 2.01 HANGER CONN. AT FLOOR TRUSSES VERSION NO. 2.01 / 07.12.1 1 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1370/1371 - ST. CROIX SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 li DRAWN BY: DZ REVIEWED BY: TH I 6-A O O I �O I O co 'r— w 1 CKP ELECTRICAL PANEL 5CNEDULE CKT! PER UNIT- 125 AMP 24 CKT. 0 DESCRIPTION � � � DESCRIPTION 45 � 3 I 2 DRYER 10 30A 2 RANGE / OVEN 6 50A 2 3 4 l 5 b CONDENSOR WIT 10 30A 2 WATER 10 30A 2 HEATER 8 MASTER SUITE Q n >sa i 9 10 AIR HANDLER / HEAT STRIP Q 10 30A 2 BEDROOM / SMOKE 0 2 6A 1 II DETECTOR DISHWASHER 2 20A 1 13 12 20A 1 14 CLOTHES WASHER 13ANROOM Q 2 20A 1 15 DINING ROOM 2 20A I ib HUT00 i CU MAWA42 i OUTSIDE qIi S (D a 20A I n 1st FLOOR a ETA 1 16 LIGHTS Q) C_2 KITCHEN Q a 20A I IS DISPOSAL 12 5A 1 20 REFRIGERATOR a 20A 1 21 LIVING ROOM V 15A 1 22 2nd FLOOR MICROWAVE OVEN a 20A 1 23 a SA 1 24 LIGHTS PANELBOARD NOTES: 10 DEDECATED AF.C.I. CIRCUIT 05 0 NEAT STRIP Q DEDECATED 01 CIRQIIT RE51DENTIAL LOAD CALCULATION 1530 - SIESTA KEY General Lilting 1531 3 4%3 Laundry Circuit 1 1500 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance 4 General Lighting W93 RANGE I mm Nw Dryer I 5000 5000 Special Circuit 0 0 130M Fixed Appliances Water Heaters 1 4500 4500 Dishwasher 1 1200 1200 Disposal I 1b0 160 6460 TOTAL GENERAL DEMAND 28,553.0 VA FIRST 10 KVA OF GENERAL LOAD a 10090 100W.0 VA REMAINDER OF GENERAL LOAD s 4m . 1,4212 VA 5 kVA OF HEAT 040% 2,OWD VA TOTAL IS,411D VA IS,421 divided by 240 equals 81 Demand Amps A/C r D15CONN. sal I - COVERED PATIO >> I 16 BEDROOM 2 SURIFACE MNT. LT. W.P. -- FAN/LIGHT i/ \� _ I I PRE-tuIRE ` J 6F.1. -\ , 19 19 _ fD15PJ 13 11 11 - ---- 6F I. 20 �Y 19 \ Il 2a4 C O� _ KITCHEN - - - - - \ ---- - I 23 11 PROVIDE ARTIFICIAL LIGHT STUDY r1 O CAPABLE OF PRODUCNG AN �' SD 6F.1. 11 AVERAGE ILLUMINATION OF 6 1s ,j� is 021 SD FOOTCANDLES (6.46 lux) OVER �\ /� STD. �T THE AREA OF THE ROOM AT A i SURFACE I HEIGHT OF 30 NCHES (162 mm) 11 za MINT. LT. 11 ABOVE THE FLOOR LEVEL PER — \ FRC 303.1.PRE-FAN/LIGHT I I I RE 11 I 18 O 11 -1-a-- -- 14 - L CK) 1smow-i I DINING ROOM -- / WALL MOUNT �� I11 LIGHTING 5ATH PER 5PEC5 ,s 6 2a 6F.1. 1/2 BAT�4 18 UJALL MOUNT LIGHTING PER SPECS t5 I 11 I - 15 15 I 6,F.1.' LIGHT O -_ SU T. I _. � RF I za i l UNDER 5TAIR ELF4, PANEL O 10&12 9 DG>IJA�I� 3 3 _ I UP To SD i l TO L16HT _ _ _ - 11 SUJITCH - -- -J /! 2a 15 r, 22 1 15 11 SD I 22 I M. RATH I / I T 22 - i 1 FAMILY R00 O WALL MOUNT f 1 LIGHTING ®', PER 5PEC5 w' MASTER SUITE C O, I FAN STD. (2:) PRE -WIRE , SURFACE NIX MNT. LT. 1 FAN/LIGHT z2 ' PRE -WIRE --- - FOYER 1 W.P. ,O _ 18 ENTRY - - - I I I, j 1 st ELECTRICAL PLAN - 1530 - SIESTA KEY SCALE : 1/4' = V-0' 2nd ELECTRICAL PLAN - 1530 - 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.danscoenginee(ng.com i O N z o s � tr i Ir'f O z o�L-Li I d W Qa�� Z Q w Z J Lin Ln V) CLLJ U 0 U z j 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-TH ESE 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 1529 ST. J$0HN 07 12 11 2.01 HANGER CONN. AT FLOOR TRUSSES VERSION NO. 2.01—/ 07.12.11 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1530 -SIESTA KEY SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH 00 0 0 0 L J CKT! ELECTRICAL PANEL SCHEDULE CKT! PER UNIT- 125 AMP 2.4 CKT. 0 DESCRIPTION W DESCRIPTION m I 2 DRYER Im 30A 1 RANGE / OVEN 6 50A 1 3 4 5 6 CMEN50R UNIT 10 30A 2 WATER 10 VA 2 � I -EATER a MASTER SUITE 'O n 5A 1 9 10 AIR HANDLER / O 10 30A 2 BEDROOM/ SMXE 'U >SA 1 It a — HEAT STRIP JUl-Il DETECTOR DISHWASHER 12 20A 1 13 CLOTHES 12 20A 1 14 LIA WASHER BATHROOM (D 12 20A 1 15 DINING ROOM 12 20A I Ib KITCHEN / CU MAIKI'MICE / OUTSIDE OUTLETS n 20A 1 11 Ist FLOOR 11 15A 1 IS LIGHTS KITCHEN (D a 20A I 19 DISPOSAL 12 15A 1 20 REFRIGERATOR 12 20A 1 21 LIVING ROOM 11 15A 1 22 MICROWAVE OVEN a 20A 1 23 2nd FLOOR Q 15A I 24 LIGHTS PANELBOAR) NOTES: 0 DEDECATED AF.CJ. CIRCUIT 0 5 KW HEAT STRIP O DEDECATED GF.I, CIRCUIT RESIDENTIAL LOAD CALCULATION General Lighting Laundry Circuuit Small Appliance Circuits Total Small Appliance t General Lighting RANGE Special Circuit Fixed Appliances Water Heaters Dishwasher Disposal TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD 9 100% REMAINDER OF GENERAL LOAD is 4P. 5 kVA OF HEAT 9 4P. 1531 - MARTINIQUE 1531 3 4513 1 1500 1500 2 1500 3000 I mm 8000 1 5000 5000 0 0 13000 1 4500 4500 1 1200 1200 1 160 160 2053.0 VA 10,000.0 VA 1,4212 VA 2000.0 VA TOTAL 19,421.0 VA 19,229 divided by 240 equals 80 Demand Amps A/C D15GONN. 5&7 FIT STOR. COVER PATIO 17 1 6.F.1. i / z2 w9" FAMILY ROOM _& z2 STD. 0 MNT. LT. FAN/LIGHT 22 `' 8 J PRE -WIRE 22 I I z2 1 WALL MOUNT z2 LIGHTING PER SPECS }� s (� � 7 (I I) z2 SURF. Fh1i Y t MNT. � �H ELEG `1'6.F.1. PANEL' i 1/2 BATH �221N. I � 3 UP To `� LIGHT 'a I � I - I � 16 I I I DINING ROOM I _ _ i6 I , / / 18 16 I , t � I + ,6 16 LOW I+96 21 19 'KITCHEN ' BRKI=ST 17--�' E�# 2&4 22OV. 18 \ ` 17 23 ' 20 I� DISP/,_ 19 I' 17 I i 13 6P.1. 17 W.P. " CID ENTRY FOYER CD 1st ELECTRICAL PLAN - 1531 - MARTINIQUE SCALE : 1/4' = I'-m" A ,1 I 11 BEDROOM 2 I � 2a ,, STD. I „ SURFAGE MNT. LT. FAN/LIGHT / PRE -WIRE` I � I / / WALL MOUNT LIGHTING PER SPECS 0- 15 V - CD I „ 5 BATH T -- -- 1 FLEX SPACE 11 \ 24 I SURFACE 2a . MNT. LT. FANLIGHT PRE -WIRE CD r - - 11 24 HVAC o - o WALL MOUNT cl ' -1 ,sLIGHTING _ PER SPECS r r I 15 '; r I I M. BATH + 11 1 ` T O j 1 \ \ I STD. O O \ \ SURFACE \ \ / MNT. LT. v \ FAN/L IGHT PRE -WIRE MASTER SUITE -- 0 CD 0o PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLE5 (6.46 lux) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (162 mm) ABOVE THE FLOOR LEVEL PER FRC 303.I. 2nd ELECTRICAL PLAN - 1531- MARTINIQUE 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.danscoengineering.com i o C) N z LU o 0�'0 Z a>LU QQ�d^I- � Q t\ N Z Q C7 z uQi W LU o U J L v I i1 LU U I O U Z 0z� I �o� Q i OL I v� � U Z v) U LU THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS III 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 ARETHEJOINT 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 071211 2.01 HANGER CONN. AT FLOOR TRUSSES I- - VERSION NO. 2.01 / 07.12.11 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1531 -MARTINIQUE SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH 6C 0C r� CKT' ELEGTRIG,4L PANEL 5GHEIDULE CKP O PER UNIT— 125 AMP 24 GKT. DESCRIPTION DESCRIPTION U U I 2 DRYER 10 30A 2 RANGE / OVEN 6 50A 2 LLu 3 4 0 5 b CO OEN50R WIT 10 30A 2 WATER 10 30A 2 � 1 NEATER 8 MASTER SUITE (D n 15A 1 9 10 AIR HANDLER / NEAT STRIP O IC 30A 2 BEDROOM / SMOKE 0 a 15A 1 II >2 DETECTOR DISHWASHER 12 20A 1 13 CLOTHES @ 20A 1 14 — IULII WASHER BATHROOM 0 a 20A I 15 DINING ROOM n 20A I I6 KITCHEN / CU MAINTANCE / OUTSIDE OUTLETS 0 n 20A 1 Il Ist FLOOR 12 15A 1 IS LIGHTS KITCHEN 0 Q 20A I 19 DISPOSAL 12 15A 1 20 REFRIGERATOR a 20A 1 21 LIVING ROOM U 15A 1 22 MICROWAVE OVEN p 20A 1 23 2nd FLOOR 0 15A 1 24 LIGHTS PANELBOARD NOTES: 0 DEDECATED AFC.I. CIRCUIT 0 5 Q HEAT STRIP DEDECATED GF1. CIRCUIT RE51DENTIAL LOAD CALCULATION General Lighting Laundry Circuuit Small Appliance Circuits Total Small Appliance d General Lighting RANGE Dryer Special Circuit Fixed Appliances Water Heaters Dishwasher Disposal TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD 6 100% REMAINDER OF GENERAL LOAD 6 40% 5 kVA OF HEAT 6 40% 1529 - 5T. JOHN 1531 3 4593 1 1500 1500 2 1500 3000 W93 1 WX $000 1 5000 5000 0 0 1 4500 4500 1 1200 1200 1 160 160 28,553.0 VA 10,000.0 VA 1,4212 VA 2,0002 VA TOTAL 19,421.0 VA 19Z29 divided by 240 equals 80 Demand Amp6 A/C, D15GONN. sal STOR. COVER PATIO 1s 1a \\ n YELP. 1 22 tt 2tt2 22 \ \ v FAMILY ROOM _@__ 1 22 1 STD. SURFACE 1a MNT. LT. FAN/LIGHT 2z ; / PRE -WIRE I I r / 22 22 22 L pYq 17 22 11 I) LOW "' jjj"' 1TT7TT 13 6F.1. 20 G.F.I. 18 � 2a4 22OV. KITCHEN z3 I - 17 " " ' / u +36� 21 G.F.I. � 19 18 CH 1/2 BATH a3 is I � 1 MNT. G� ' ELEC j 22oV. O PANEL 1 22 O 15 6a8 WALL MOUNT 1 % e LIGHTING 6 ` 4% PER SPECS I \ \ 1 \ 1 16 ,a UP TO 1 4' -gyp L I /GHHT 1- - i r 1 1 DINING ROOM I \ 16 \ 11 16 'li' WPCED . 16 ENTRY �Q,8 \ ` � FOYER ` — — ,a 1 st ELECTRICAL PLAN - 1529 - ST. JOHN SCALE:: 1/4' = 1'-0" BEDROOM 2 STD, 1, 24 /,, Qv 1 Q SURFACE \ \ MNT. LT. " '� \ FAN/LIGHT `/ J PRE -WIRE \ t \♦ 1 24 II SD WALL MOUNT - LIGHTING PER SPECS 1 i Is I I __ 15 WP. " 1s (7D BATH 22 LOW 17 22 LOW —sk TTTTTT 11T77T i � - --- — ,3 bF.l. ,� WALL MOUNT 1s —�K� ra Sp DISP -' 19 LIGHTING zo G.F.I. PER SPECS ;O, ,O, _ ,8 � 2a4 ♦ j 24 ' KITCHEN 22OV. ♦\ M. BATH J 23 1 � Oi /Oi +48' 1 \ \ / t5 I--. + 21 — 19 — 10a12 -- -- "��j(' � NYAG CD za / CD D ALT. KITCHEN LAYOUT 2 \ _ SD ' SCALE : 1/4' = 1'-0'CD I , / 1 1 I-Q � /, STD. MINT. LT. X�jl , FAN/LIGHT � PRE -WIRE _- �/ 24 -- - n ' ❑— LIGHT Sao MASTER SUITE O DOWN TO r O-- 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 1 O N zwo o ,o H = M z M co:) < I Q<F- Z Q z Q WzC)U LLI O U J Ln mi Ln V) LLU U L v) O U I � z O' � Z � O � Q C� O 0 � z U Q U LLJ 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 Ol i3 11 2.00 ADDED UNIT 1529 T.JOHN 07 12 I 1 2.01 HANGER CONN. AT FLOOR TRUSSES VERSION NO. 2.01 / 07.12.11 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1529 - ST. JOHN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.1 1 DRAWN BY: DZ REVIEWED BY: TH 6D M SPEC, IFI CATI ONS 1. GONSTRUCTION 1. 1. 1. AGI 51k5-05 BUILDIN(E7 CODE REOUIREMENT,_�- FOR 'STRUr-TURAL CONCRETE 1. 1.2. AC�l 530-05, A5GE 5/TMS 402-05 � ACI 530.1-05, A5CE b/TM5 602-05 -3PEC,IFI(_-ATION5 FOR MASONRY STRUCTURES- 1. 1. 3. A5TI-1 C�270-04, C4-76)-G2, AND CqO-01 3-PEGIFICATION5 FOR MASONRY STRUCTURES 1. 1. 4� NATIONAL DESIGN ePECIFIC�ATION5 (NDS) FOR HOOD (_-ON5TRILJ�TION,2005 EDITION, AND ALL AG(_OMPAN`T'IN5 SUPPLEMENTS. 1. 1.5. FLORIDA RESIDENTIAL GOPE (FRG), FLORIDA BUILDIN& GODE �'FBG), 200-1 EDITION, (INCLUDINe 20C)q SUPPLEMENT) 1.6. "M/�%NUAL OF STEEL CONSTRUCTION, ALLON4,5LE 5TRES5 IDE516N", BY THE AMERICAN INSTITUTE OF STEEL GONSTRUGTION, (A15C,) -ITH EDITION. 1. 1. -7. "DESIGN SFECIFIGATION FOR LIGHT METAL PLATE GONNEGTED NOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TFI 1-02. I. I. FLORIDA FIRE PREVENTION CODE (FFFC, 200-7) 2. DESIGN : 1. 2. 1. AC,I 512-05 BUILDING CODE PEOUIREMENT5 FOR ��-TRUGTURAL CONGRETE 1- 2-2. A0 530-05, A5CE 5/TMS 402-05 6 ACI 5�0.1-05, A5GE b/Tl`,I�� 602-05 5PEr_1FIC4TI0N5 FOR MASONRY 5TRU(,'�TUP�S_ 1. 2. �3. A5TM C210-04, (�4_7b-02, ANE�, C010-01 5FECIFICATION!�, FOR MASONRY STRUCTURES 1. 2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HCOP GON5TRUCTION, 2005 EDITION, AND ALL ACL,.��)MPANYIN(:-:;, SUPPLEMENTS. 1. 2.5. FLTHOC)D DESIGN 5PECIFICATION5 (APA) 1. 2. b. FLORIDA RESIDENTIAL C-OPE (FRG), FLOP-IDA BUILDING GODE (FE3C), 20o-7 EDITION, (INC,LL)PIN0 20C)q 51UPPLEMENT) 1.5. SHOP DRANIN05 : 1. 5� 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAKINGS HITHOUT HRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 5. 2� ALL SHOP DRA"ING5 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE C,OM�-IENC,EMENT OF GCN5TRU('_�TION. 1.5.5. ALL ROOF AND FLOOR TRUSS SHOP DFAHIN05 ARE TO BE 51ONED AND SEALED BY A FLA. PEG. RE. AND SHALL INCLUDE : PRAf-YINI&S AND GALGULATIONS, REACTIONS AND BEAPIN& POINTS, BRA('�INO REGUIREMENT5, AND GONNECTION5 TO SUPPORTING TRUSS MEMBERS. 1.4. GENERAL BUILDING NOTES 1. 4. 1. OC-CUPANGY r-LA551FIGATON RESIDENTIAL, GROUP R-3 1.4.2. BUILDINO HEIC::,HT IN FEET 4 NUMBER OF STORIES = < bOl-O", 2-STORY 1.4.3. TYPE OF CONSTRUC-TION: VE3 1. 4.4. PAPT�' NALLS SHALL PROVIDE NOT LE55 THAN A 2-HOUR FIRE RESI�)TANGE RATING. PLUMBING, PIPING, DUCTS ELECTRICAL OF, OTHER BUILDINO SERVICES SHALL NOT BE INSTALLED NITHIN OR, THROUGH THE 2-HOUR V4ALL UNLE55 SUCH MATERIALS AND METHOL.)5 OF PENETRATI(_-)N HA,,/E BEEN TE5TEF,) IN ACGOIRDANGE HITH FE3G 200-1, 5EGTION -705. 2. DESIGN LOADS 2. 1. DEAD LOADS 2. 1. 1. UNIT HEIGHT OF SOIL, GO"PACTEP : 120 PGF 2. 1. 2. UNIT HEIGHT OF REINFORCED GONGRETE 150 PGF 2. 1. 5. UNIT NEIGHT OF E5" C�.M.U. BLOC< 55 PSF 2. 1. 4. 15T FLOOR SUPERIMP05ED LOAD 20 P!�)F 2. 1.5. UNIT HEIGHT OF 2x4 PARTITION HALLS 11 P5F 2. 1.6. UNIT HE15HT OF 2xb BEARING HALLS 12 PSF 2. 1. -7. DALGONIE5 � DEG<5 15 P5F 2. 1, _�5. TILE ROOF TOP GHORD 15 P5F E30TTOt-I CHORD 10 P5F 2. 1. ci- SHINGLE ROOF TOP GHORD -7 1 5OTTO1`-1 CHORD G, F5F 2. 1.10. FLOOR TRUSSES 15 2. 2. LIVE LOADS : 2. 2. 1. 51DEHAL< AND DRIVEHAY LOAD 250 FSF 2. 2.2. GARAGE LOADS ; 40 PSF 2.2.5. PARTITIONED ROOM5 40 PEF 2. 2. 4. BALGONY AND DEG<E) 60 PSF 2.2. 5. STAIRNA-r'5 AND LANPING,5 40 P5F 2. 2. b� 2.2.-7. FLOOR TRU55 TOP CHORD MINIMUM 40 PSF 2. 2. e,. ROOF TPJ55 TOF C-HORD MINIMUM 20 PSF E30TTOM CHORD (1-1/0 5TORAOE) 10 FSF (NON-GONGURRENT) 2. RAILING LOADS : 2. 3. 1. ALL RAILINO AND G,71JARD RAIL SYSTEI ARE TO BE DE51ONED TO NITH5TAND A C,ON(:�ENTRATEP LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING5. 2. 3. 2. ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIGNED TO HiTHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 00 PLF APPLIED VERTIGALLT' DONNHARE) AT THE TOP OF THE OUAPL,�RAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO HITHSTAND 2001b GONGENTRA�__D HORIZONTAL LOA[) APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2. 3.4. 2.3.1., 2.3.2 $ 2.3.3. ARE NOT REOUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EAGH SHALL BE AFFLIED TO PRODUCE THE MAXI1`-IUM STRE55E5 IN THE MEMBER GOMPONENT5. 2.4. NIND LOADS : 2.4. 1. HIND DESIGN TO BE CONDUCTED IN ACCORDANCE HITH SECT. R501 OF THE FRG 200-7 EDITION (INGLUDING, 200ci SUPPLEMENT), AND C�ONDUGTED BASED ON A 120 MPH, 3 5EGOND GUST, EXP05URE "C", IMPORTANCE FACTOR T' = 1.0. ENGL05EP BUILDiN5 2.4. 2. NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 P5F TILE 2.4. 3. NINE) LOAD DETER1`-1 I NATION BASED ON A5GE -7-05 2.5. DEFLEGTIONS : FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOP, TOTAL LOAD. 3. DESIG7N METHOD LOAD FAGTOR DESIGN 5. 1. 1. THE LOAD FACTOR DE51GN METHOD kA5 _15ED TO DEc5IGN GAST-IN-PLACE CONCRETE SLAE35 AND FOOTINGS SERVIGE LOAD DE51ON 3.2. 1. THE 5ERVIGE LOAD DESIGN METHOD NA5 L5EP TO DESIGN MASONRY HALLS AND LINTEL5 INTERIOR AND EXTERIOR HOOD FRAl'-1INC, AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, 5HEATHINS AND UPLIFT E3. 3. LOAD GOME31NATIONS FOR LRFD DE51 GN5 3.3. 1. THE FOLLOI,-�ING LOAD COMBINATIONS HERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR, LL � HL TOTAL DL + HIL 3. 3� 2. ALL ROOF AND FLOOR TRUSSES SHALL BE PESIGNED TO RESIST THE HORST LOAD ,��OMDINATION RESULTING IN THE MAXIMUM 5TFE55E5 PLACED ON THAT COMPONENT. E30TH FARTIAL, FULL, AND ALTERNATING SPAN ARE TO BE CION51DERED. 4. DESIGN ASSUMPTIONS : 3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER ��,UPPORTEP COLUMN5 AND HALLS UNLE55 SHOAN OTHERN15E IN THE DE5iON PLANS. MATERIALS 4. 1. REINFORCING STEEL 4. 1. 1 � REINFORCINO STEEL SHALL BE ASTM A61�--04o GRADE 401, f'y = 40 K5i 4. 1. 2. LAP SFLI,��E SHALL BE AS FOLLOhS: #5 FAR 25", #4 BAR 20", #3 BAR 15". 4. 1- 3. ALL DIMENSIONS PERTAINING TO THE LOCA.TION OF REINFORCING- ARE TO THE CENTERLINE OF EACH BAR EXCEPT "HERE THE _'OVER DIMENSION 15 SHOHN TO THE FACE OF THE GONGRETE. 4. 1. 4. REINFORGINC7 DETAIL DIMENSIONS ARE OUT TO OUT OF EARS. 4. I� 5. REINFORCING MECHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF: THE REOUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED E3-'r THE ENGINEER OF RECORD. 4. 1. DESIGN COVER REGUiREMENTS C-I-F CONCRETE FORMED AGAN5T EARTH 51, G-I-F CONGRETE EXPOSED TO EXTERIOR 21, C-I-P CONCRETE NOT EXPOSED :,POUT FILLED MASONRY 3/4 4. 1. HELPED HiPE FABRIG MkF): A5TM A105-01 4.1.5. DETAIL FEINFORCEIAENT IN ACGORPANCE NITH ACI 55-LATE5T EDITION. 4.2. CONGRETE : 4. 2. 1. GONC�RETE T1 PE MIN. 2,P; DAY DE5IGN (f'c,) MODULE�-� OF ELA��Tlr_H r DE51ON (E) CONCRETE (NOP"AL NEI(_-HT) 21,500 P5i C-I-PCONCPETE (NOR�,IAL NElk�7HT) HERNANDO CO. ONLT- 3,000 F5i 5,122 r-5i G-1-F C-_ROUT 3 00G) Psi 3,1 2'�) K,5 i 4.2.2. GONGFIETE SHALL CONSIST OF I" MAXIMUM AOGREC�ATE CONC�RETE MIX NITH 51-P-1p BETAEEN 6" AND -V AT TIME OF PLAGEMENT. 5EE SPECIFICATIONS For, ADDITIONAL C,RITERIA. 4.2.3. GROUT SHALL C-ON51ST OF PEA ROG< (5/_5" MAXIMUM AeGREG7ATE) (_C,N(�RETE MIX NITH �-)LDMP BETNEEN 5" AND 10" AT TIME OF PLACEMENT. SEE 1_)FEC,1FICATION'3 FOR ADDITIONAL CRITERIA. 4-2.4. C,ON5TRUCTION JOINT5 1LL BE FEFMITTEP 4.2.5. METHOD OF CONCRETE FOF-IMIN�, FLA(SEMENT AND CURINe �-_,HALL BE CONDUCTED IN ACCORDANGE NITH THE SPECIFICATION5 AS STATED. 4. 2. EARTH t�)IUFPC)f��TED SLAE35 (EXCLUDING EXTERIOR i-4AL<HArS I 3 112" MIN. THICKNES5 H/ MIN. `�_EINFORCEMENT OF 6.0 x b.0 H/ 1.4 x 1.4 W�F IN TOP 1-112" OF SLAB. FIBER Y�E511 PER E-)Ec_-IGN MIX MA_r BE UE)ED I.L.C. -il-F 9 CONTRACTORS E)15'-RETION. 4.2.-1. (-�ONGRETE FLA��EMENT PRAGT;GE5 SHALL BE IN AC�CORDANLE H/ ALL ,LGI- MCP 2004 STANDARDS. 4.5. CONCRETE MASONR"r : 4.5. 1. FILLED GELL5 1-11 (1) #5 DAR SHALL BE LOGATED PER PLAN. 4.5.2. LOAD BEARINC� C�ONCRETE MASONRY BLOC< SHALL BE A5TM CGIO-Oi, TI'FE 11 NON-t-1015TURE CONTROLLED. 4. 5. 3. ALL GELL5 � GAViTIE5 BELOh C-RADE HILL BE FILLED H/ CONCRETE IN ALL 'STEM HALLS. 4. 5. 4. THE AGGREGATE STRENGTH OF THE BLOG< AND MORTAR SHALL BE F'm = 1,500 P51 MINIMUM. 4. 5. 5. METHOD OF GONCRETE MASONRY PLAGEHENT AND CON5TRUG71GN SHALL BE C,C)N1__)UCwTEF_) IN AGGORDANGE NITH THE SPEGIFICATION5 AS '3TATEP. 4.3.6. MORTAR SHALL BE TYPE S" FOR ALL MA50NR'I' CONSTRUCTION. 4. 3.-7. MASONRY ROUG7H OPENING MAT' /ARY IN THE SECTION DIMENSION OR ELEvATI_-)N DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -114" TO +112" PER SECTION FbOb.13 4.4. STRUGTURAL LUMBER : 4. 4. 1. 1. INTERIOR LOAD BEARINO HALLS 5PF, Fib = 6-75 P51, E = 1200 K51 ALL EXTERIOR FRAMING 5fF:, Fb � 6-75 PSI, E = 1200 <5i 4.4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING SPF STUD OUALITT' OR BETTER 4.4.2. ALL FLYNOOP USED FOR EXTERIOR AIPPLICATION5 SHALL BE AFA RATED SHEATHINO EXP I U.N.O. 4.4.3. ALL FIL'T'NOOD USED FOR INTERIOR APPLIGATION5 5UC.H AS SUB AND SHEAR NALLS SHALL BE AFA RATED SHEATHING EXF I U.N.O. 4.4. 4. IF OSE3 E30ARD IS TO BE 1-15ED IN PLAGE OF PLYNGOD 15 To HA\/E 51HILAR OP GREATER SECTION PROPERTIES. 4- 4. 5, ONLY 5TRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD 111',� CONTACT NITH CONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TPEATNG. 4. 4. b. HHEN PRE ENGINEERED TRLJ55E�-:� ARE CALLED FOR ON THE FLAN�, TH� MANUFACTURER 15 TO SUB"IT SHOP PRANING6 TO THE EN51NEER OF RECORD. 4- 4.-7. DESIGN, FAFRIGATE AND ERECT 1,100D TRUSSES IN ACCORDANGE KITH THE "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE CONNEGTEP HOOD TRUSSES" BY THE ANSI/TPI 1-02, BC,51 I - 05 4. 4. UNTREATED HOOD SHALL NOT BE IN DIRE(�,T CONTAGT KITH GONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARIN& LOGATIOH5 ATHOU1 HOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME NALL5 5HALL BE 5TUCGO FINISH- _7/��" STUCCO FINiSH PER ASTt-1 C_ Ci2b, APPLY 3 LAYERE� N/ TOTAL THIG<NESS OVER METAL LATH. FIRST 2 LAYERS 3/?�" 7HIG< EAGH. 3RD LA'�EP /,r," THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 4 FRAMIN6 SHALL COMPLY' TO A5TM C, 1065 PEP, FLORIDA RE51DENTIAL GODE R-703.6-2 4.4. 11. FIELD GLT ENDS, NOTCHES AND DRILLED HOLES OF PRE51ERVATIVELT' TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANCE NITH AHPA M -4 4.5. FASTENERS AND TIE DONNS : 4.5. 1. FASTENERS AND TIE DONNS SHALL CONSIST OF BUT ARE NOT LIMITED TO 5HAFE5, ANGLES, GHANNEL5 : ASTM A56b156M 04 Fy � 56 <5i ROUND METAL PIPE : A5TM A53-02, GRADE D Fy = 35 <5i 5OUARE METAL TUE31NO AST" A500-05o, GRADE B Fy � 40<5i HIGH STRENGTH E30LTS AS-I-1 A325-q4 MACHINE BOLTS : GALVANIZED /%5TM A30-7-03 4.5.2. SHEET METAL AGGE55ORIES SHALL GONFORM TO : Fy = 53K54-41TH (5110 GALVANIZED GOATING IN ACCOPDANCE HITH A5TM A525-3-7. 4.5. 3. NAILS SHALL GONS15T OF : C)MMON HIRE NAILS HITH MINIMW-1 DIAMETER 4'�S FOLLOHS : 2,(f� � 0.131", Od = 0.14L�", 12d = 0.14_�5", Ibd � 0.162". 4.5.4. ALL FASTENERS AND TiE DONN5 EMBEDDED IN (_ONGRETE OR USED IN AN EXTERIOR APPLICATION ARE TO PECEIVE AN ANTI-C.ORRO51VE COATING B-f MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOV4N5 ARE TO PROVIDE THE UPLIFT CAPAGITi' CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DONNE,, BEAM HANGERS, -JOIST HANGERS, AND FLOC)R TRUSS STRAPPING ARE TO BE INSTALLED IN AC-GORDANCE NITH THE PLANS AND SPECIFICATIONS. 4.5.-7. CONCRETE EMBEDDED J BOLTS U15EP FOR UPLIFT ARE TO BE NET SET PRIOR To INITIAL SET OF THE CeONGRETE, 5PAGIN0 AND ALIGNMENT ARE To BE IN ACCORDANCoE NITH THE DESIGN PLANS, U-N.O. ALTERNATES TO "-J'' BOLT5 ARE NOTED ON PLANS. 4.5-5. CONCRETE EMBEDDED TIE DONNS U5ED FOP- TRU55 AND NALL UPLIFT ARE TO BE PLACEID AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLACING (_--ROUT. 4. 6. MIGRO-LAM LUMBER: 4. 6. 1. "IGRO-LAM STRESS, GRAPES SHALL PROVIDE THE FOLL01,AING MINT-lUt-I PROPERTIE5: E 2,000,000 PSI Fb 2,q5O PSI Ft I,L-�50 PSI F r- 500 P51 (PERPENDIGULAR) F c, 2,700 (PARALLEL) 4.7. STEEL: Fv 2,55 PE�I 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXFERIENGED, UUALIFIEL-� STEEL ERECTOR. 4.-7. 2. FABRICATE AND ERECT ALL 3TRU(-TURAL STEEL IN ACCORD/�,N[CeE HITH A.I.,5.6. "SPEC, IF IC ATION FOR THL DESIGN, FABRIG/6,TION, AND ERECTION OF STRUCTURAL 5TEEL FOR BIJILDINC�,S`. STRUCTURAL 5TEEL: AST" A3613bM 04. 4.-7. 4. STEEL TIJ15ING: A5TM A50C-C3o, GRADE B. 4. _�. 5. HELPED GONNECTION5: E-70XX ELEGTFOPE5, MINIMUM 51ZE FILLET HELPS 5116", AH5 CERTIFIED HELPERS. GERTIFICATION PAPERS TO BE 5U51`-IITTED UPON IREJUEC-�T 4. -7. b. HHERE STEEL BEAME, ARE CONTINUOUS OVER GOLUMNS, PROVIDE k�EE3 STIFFENER PLATES ON EACH 5IDE OF THE HEB, OF A THiCKNES5 EOUAL TO E3EAI-,i FLANGE THIG<NE55, LOGATEE) AT THE (�,ENTER LINE OF THE TUBE GOLUMN. 4.7.-1. THE STEEL FI IS "NON-5ELF SUPPORTING'. ADEOUATE TE"POPARY 5UPPORT SHALL BE PROVIDED E3Y THE GONTRACTCR UNTIL REGUIRED GONNECTIONE, OR ELEMENTS ARE IN PLACE. UJOR5T CA5E C)E51GN 9RE55URE T,45LE E31JILI)ING E),4TA WIND -SPEED 120 MPH WIND IMPORTANCE FACTOR (ILU) = 1.0 WIND EXPOSURE -- 1C, I R301) INTERNAL PRE55URE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) [)E5IGN LUINC) PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 5F - ENE) ZONE) 0 ENE) ZONE 15 ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOOR6 120 MPH + 36.3 F16F 48,(o F5F (END) + 311 F5F/ -393 F5F (INTERIOR) U.N.C. GARAGE DOORS (V = 120 MPH) SINGLE 9xl +21.6 F5F / -31� F5F DOUBLE I(oxI +26.4 FSF / -2114 P5F NOTE: THESE PRE55URE5 SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN THIS CONSTRUCTION DOCUMENT. 4.,5. 501 L: 4. e?. 1. MINIMUM '_�,OIL FE4RING, PRESSURE (�APACITY OF 2000 P5F. 4. 2. ALL 501L 15 TO BE CLEAN 6 P015ONED FOR TERMITES PER FBC 200-7, RE31DENTIAL SECTIONS R-320.1, R:�2(_-;.2, R_3203, 4 R-�04. TERMITE PROTECTION - PLANS MUST 5PECIF"r TYPE OF TERMITE TREATMENT 0 noil Cr)ernicol Borrier Me�,thod 0 Other tr ocitry,ent - Must 5 poclfy propo5cd method ind submit documentation, HhiGh �_,A,5bontiates the proposed method, is on approved torrinito protection system or method. IF CHEMIGAL SOIL TERMITE TREATMENT 15 USED 1. FBC. 05,11- 'A,, pormononit �,iqn "hiclin idontfle5 the termite, treatment provider and need For "o-in5poction ond treatment �,ontroct roneAol ,hoil be Provided. The sign 51holl be posted near the vAotor �oot,_�r- or olectric pon�_-I" 2, �_Iondon5otc �nd rooF dor�n-,pouts shall dl�c_horcje ot eo5t 1'-0" ok4oy From the building side k4olls. 3. irrigotion/,3prink-ler srtem5 includln,3 oil ond spray heads sholl not be in�,�tolled "ithin '-0" of the buildirL3 side k�cil 4, FBIC fFL7�:D4- To �,ro,,ido f(-)r- in5p�-_�tior) �or- terrrite infeatotion, betiAoon "oil �overinq ond Finol eorth �ro,Jt! sholl not be le�,5 than -') inches. Except on: Point or- decoroti,,,e cernentitiou�� fini5h less than dlroctli,I to the founocitior i-joll. P 3' -10.1.1 IF tre�trrent lc-:, uceol For �-,ubterr3ineon termite or-evertion, the initial 61hernicol soil t,-e,,tm,nt i,,ij, t�-ie Foundotion per-Irreter c�holl be done oftor oill exr_f�votion, looci ond r.0mpo_ct!�_-,n !�-, corr�.,Iete. b. R5.20.1.2 11 soll treotmcnt !,, L)5ed for 5ubterronoon termite prevention, soil area disturbed after initiol 6herri(-ol ��oll treotment shall bo re-treoted "Ith a chemical 5oil treatment, inc-luding 5por-es ��rxed or Formed. R:320_1.�_3 IF �,:nil treatment is u5od [or bLbterronoon termilte provention, 5poco in concrete Floors boxod out or formed For the. 5uo5eqvent Installation of plumbinq trope, drains or any other purpose 5holl be r_-,reoted by u5ing plo5tic or metal permonentli,I olorsed Torm5 of 5uHi_-iont depth to eliminate ony plonn,_-d t�)il di5i�,)rbonce of ter initial soil -trootmert. R:�,20.1.4 IF 5oil trectment is used fc)r 5uibterroneon termite prevention, c-hernic,ciliq treated soil shall be protected "Ith a minimum b mil ,opor r-_torder to protect agoin5t rainfall dil6tion. If rainfall 06_b1_ before. '10por retordor plorernent, rotrootmen . t is required. Any Horli includincl placement of r _61 linforr-ing �teel, done, ofter --herni(.oI tre-otment until the concrete Floor is poured, 55611 be done in such manner oe to avoid penl�irotinq or disturbing treated soil. If �-oil treatment i5 used For 5ubterroneon ter-mito prevention, concrete olerpour or mortor o(�Lmulated clonq the exterior Foundation perimeter shall be removed prior to exterior chernicol soil treotment, to enhance ver-tir-ol Penetration of the chernirsoI5. 10. R320.1.& lF �oil trootment is used for -,ubterronoon termite prevention, 6iherricol soil treatments shall ol�o be opplied under all exterior ��,oncrete or crode "ithin I foot (505 mm) oF tire, primary structure Also, a vertical chornic,_-�l borrier 5holl be cir,,plled promptly after construction 15 completed, inr-ludinq Initial or)dccopin and rr1g0tion/5pr-!n1<_Ier installation, Any soil disturbed after the chornic-ol Ver-HCOJ b0rr-le'r 15 oppliej shall be, promptly retreated. 11, R520.1.-7 IF a reqi5tered termiticido formuloted and r-egistered as a boit system 15 ueed for subterron�,on termite-, pro,,ention, 5oction5 R320.1.1through R310.1.6 do riot apply; hovevor, o 5ignecl rsonItroclt. j55urlric� the in5tollation, rrointenjn6o and monitorinji the boiting 5ys orn for a minimum of 5 �orii5 from the issue of the Gortili of Or-cup,on-cy 5holl provided to the building ofFiciol prior o the pour-ing of the 51ob, 3nd the Ey5tem mu5t be Installed prior to final building approval. 12. FBC_ - Ali bjuildinLj5 ore, rccjuired to hovo pre-construAion treatment. 13. Termite Protection- Ter -mite prote_,tion -31h,�)Il be, provided by reqi5tored ter-miticide5, in6ludincl 5oll oppiled peetiide5, boitincl 5y5terr5 and pe5ticldes oplpliej to �,qood, or other approved mothod5- of tormit,�, proto(_tion obeled-For u5e o5 a preventative- treatment to nevi con5truotion. See 5e,--tion 202, Regi5tered ter-miticide. Upon completion of the kc.otion of the termite protective treatment, o Gorfiricote of (�,orrplionr_e 5holl 00 !"suecl to the bl�llrlfln' .q deportrnont bq the licensed po5t control c.orrpony that contolnE, the foliovinq 51;otomont: ''The bL.ildinq has rec-eivod a complelte, treatment for the prevention of subterranean torrnito5, Treatment is in ciccordonce Nitin ruie5 and o"5 e5tobli5hecl bL4 the Florida Department of and (�on5urrer Servir_05." 14. P320.2 P6-,netrotlon. Protoctive, sloevp_5 around pipin penetrating conr-rete 51ob-on-grode floors shall not be, of collulo50-contoinirg moterioI5. if soil Yrootmont is used for 5ubterranoon termite prote(-�t[on, thp- sleeve 51holl hove o maximum k4oll lthickne5s of 0.010 inch. ond be sealed vothin the non-c-orro5ive- c-lomping dt-vico to eliminototho �nnulor spoce betvQeer the pipo ond the 0�__ ternicid05 shall be applied inside the sloe,,e. 15. P320.3 Cleonrig. Col I� ond covities in rn_��35 -nr unit� and oir gor,5 bet"een brick-, store, or mo5onry veneers- �:nd the 5tr-Gr-ture shall be op all nonpre5ervo ve, treated or nonnoturolly durable v�(jod, or other cellulo5e-contoirincj moteriol prior to concrete, placement. 4. E� .5. �_-OIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM D '55-7-00 K I /-) _F t_- IT 15 THE C�ONTRACTORS RESPONSIBILIT'T� TO REVIEN ALL DRANINOS BEFORE CONSTRUGTION BEGINS. DANSCO ENGINEERING LLG 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY DISCREPANG"r BETNEEN FIELD GONDITIONS, OTHER. DES I GN PROFESSIONALS' SHOP DRANIN55, CONTRAGTOR5'E3UILDINI5 METHODS, AND THESE SIGNED AND SEALED DRANINI55 MUST BE E3ROU6HT TO THE ATTENTION OF DANSCO ENC-31NEERINC-7 LLG PRIOR TO THE COMMENGEMENT OF CONSTRUCTION. ATTENTION: CHEMIGAL GHANOES IN PRE55URE TREATED V40ODS AS OF DEGEMBER 515T, 2005, GHROMATED GOPPER AR5ENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR RESIDENTIAL OR OENERAL GONSUMER USE. SEVERAL NEH PRE55URE TREATED V400D ALTERNATIVES HAVE BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEH PRESSURE TREATED HOODS USE GHEMIGAL5 THAT ARE GORROSIVE TO STEEL. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELEGT APPROPRIATE GONNEGTOR5 THAT RE515T GORRO510N. FOP, EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA-B REOUIRE HOT -DIPPED OALVANIZED OR STAINLE55 STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOES NOT. REGUIRED 5AFET"I" GLAZING IN HAZARDOUS LOCATIONS (RE: FRC, R50b.4) R508>3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOGATION5 SUCH AS THOSE INDICATED AS DEFINED IN SECTION R50L�A SHALL PA55 THE TEST REOUIREMENT5 OF CPSG 16 GFIR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R30�53 EXCEPTIONS: I. POLISHED HIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL CC)HPANY HITH AN51 ZcITI 2. LOUVERED HINPONS AND JALOUSIES SHALL COMPANY NITH SECTION R50E).2 R50�5.4 HAZARDOUS LOCATIONS. THE FOLLOV41NO SHALL BE GON51DERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF eLAZINO: 1. GLAZING IN SNINGiNG, DOORS EXCEPT -JALOU51ES. 2. OLAZINO IN FIXED AND SLIDING PANELS OF SLIDING F,)OCR ASSEMBLIES AND PANELS IN SLlDINO AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZINO IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SHINOINO POORE). 5. GLAZING, IN DOORS AND ENCLOSURES FOR HOT TUBS, HHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHONERS. GLAZING IN ANY PART OF A BUILDING HALL ENCLOSING THESE COMPARTMENTS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INGHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR HALKING, SURFAGE. (9. GLAZING, IN AN INDIVIDUAL FIXED OR, OPERABLE PANEL ADJAGENT TO A DOOR HHERE THE NEAREST VERTICAL EDGE 15 V41THIN A 24-INGHWOMM) ARC OF THE DOOR IN A GL05ED POSITION AND INHOSE E30TTOM EDGE 15 LESS THAN 60 INCHES (1524MM) AE30VE THE FLOOR OR NALKINO SURFAGE. -7- GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESGRIBED IN ITEMS 5 AND 6? ABOVE, THAT MEET5 ALL OF THE FOLLONING CONDITIONS: -7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN ci SGUARE FEET (0.,556 M2). 7.2 E30TTOM EDGE LE-55 THAN 195 INCHES (45-7 MM) ABOVE THE FLOOR. -7.3 TOP EDGE GREATER THAN 5(b INCHES (ciI4 MM) ABOVE THE FLOOR. -7.4 ONE OR MORE HALKINC7 5URFAGE5 HITHIN 3b INCHES (q14 MM) HORIZONTALLY OF THE GLAZING. �5. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HE16HT AF30VE HALKINO 5URFAGE. INGLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL IN FILL-PAINEL5. Gi. GLAZING IN NALLS AND FENGES ENGLOSNa INDOOR AND OUTDOOR SNIMMIN6 POOLS, HOT TUE35 AND SFA5 HHERE THE E30TTOM EDGE OF THE GLAZING IS LESS THAN 60 INGHES (15.24 MM) AE30VE A NAI SURFACE AND NITHIN bO INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZINO. 10. GLAZING ADJACENT TO 5TAIRNAT'S, LANDINGS, AND RAMPS HITHIN 36 INCHES (q14 MM) HORIZONTALLY OF A HALKINO SURFACE HHEN THE EXPOSED SURFACE OF THE OLA55 Is LESS THAN bO INCHES (1524 MM) AE30VE THE PLANE OF THE ADJACENT HAL<ING, SURFACE. 11. GLAZING, AD.JACENT TO STAIRHAY5 HITHIN 60 INGHES (1524 1 HORIZONTALLY OF THE E30TTOM TREAD OF A 5TAIRNAY IN ANY DIRECTION HHEN THE EXP05ED SURFACE OF THE 6LA55 15 LESS THAN (bO 1 (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOHIN& PRODUGTS, MATERIALS AND USES ARE EXEMPT FROM THE AE30VE HAZARDOUS LOGATION5: 1. OPENINGS IN DOORS THROUGH 1^1111c�H A 3-INGH(76 MM) SPHERE 15 UNABLE TO PASS. 2. DEGOPATIVE OLASS IN ITEMS 1, 6 OR -7. 3. GLAZING IN SECTION F,30b.4, ITEM 6, HHEN THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BET"FEN THE DOOR AND THE GLAZING. 4. GLAZING IN 5EGTION R 30b.4, ITEM 6, IN HALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED P051TION OR NHERE AGGE55 THROUGH THE DOOR 15 TO A GLOSET OR STORAGE AREA 3 FEET (q14 MIM) OR LE55 IN DEPTH. GLAZING, IN THESE APPLIGATIONS SHALL GOMPANY HITH SEGTION R50b.4, ITEM -7. 5. GLAZING IN 5EGTION R50E>.4, ITEMS -7 AND 10, NHEN A PROTEGTIVE BAR 15 INSTALLED ON THESE ACCESSIBLE 51DE(5) OF THE 5LAZIi 36 INCHES ± 2 INGHES (ciI4 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF HITHSTANDiNG A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT <6/M) V41THOUT GONTAGTIN0 THE GLASS AND BE A MINIMUM OF 0/2 11 (E3B, IN HEIGHT. (q. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GILAZED PANELS IN SECTION R50b.4, ITEM -7, HHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET 0620 MM) OR MORE ..ABOVE GRADE, A ROOF, NAL<INO SURFACES, OR OTHER HORIZONTAL [HITHIN 45 DEGREES (O.-Icl RAP) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. -7. LOUVERED HINDO"S AND JALOUSIES COMPL'r'INO NITH THE REOUIREMENTS OF SECTION R3015.2. b. MIRRORS AND OTHER OLA55 PANELS MOUNTED OR HUNO ON A SURFAGE THAT PROVIDES A CONTINUOUS BAG<lNe SUPPORT. ci. SAFETY GLAZING IN SECTION R300.4, ITEMS 10 AND 11 15 NOT REOUIRED HHERE: q.1 THE SIDE OF 5TAIRHAT, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDINO BALUSTERS OR IN -FILL PANELS, GOMPLYINO HITH THE FREV15IONS OF SECITION 1012 AND 1690-7.7 OF THE FLORIDA BUILDING GODE, BUILDII AND ci.2 THE PLANE OF THE GLASS 15 GREATER THEN 15 INC-HES (45-7 Mi FROM THE RAILING. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITHA HEAVY COAT OF ASPHALT EMULSION. ALLOW EMUL51ON TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 5) ADHERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BE[) JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINU5 1/0'. ALL MORTAR JOINTS MUST BE FULL AN[) NOT FURROWED. ALL MORTAR SHALL BE TYPE '5' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP 5LOCK5 INTO POSITION. (PLACE A RU55ER CRUTCH TIP ON ENE) OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERW15E MOVE BLOC< AFTER INITIAL PLACEMENT. FOR SOLID C-SLA55 BLOCK IT MAY BE NECE55ARY TO USE WEDGE5 IN THE MORTAR JOINTS OF THE LOWER COURSE5 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 JAM55 AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM ENE) TO END OF PANELS. LAP REINFORCING NOT LE55 THAN (o INCHES WHENEVER IT 15 NECE55ARY 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 JAM55 MUST REMAIN FREE OF MORTAR- H) STRIKE JOINTS SMOOTH WHILE MORTAR 15 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 5LOCK6 AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGE5 FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR) 1) AFTER FINAL MORTAR SET (APFROX_ 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLA55 BLOCK PANEL AN[) JAM5 AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALIN( J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECE55E5 IN ACCORDANCE WITH THE MANUFACTURER'5 APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF II SQUARE FEET OF GLA55 BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITT55URG CORNING RECOMMENDATION$ FOR INSTALLATION OF GLA55 BLOCK. EXPANSION STRIP 20 ea. f=ANEL ANCHOR 1/4' E><FAN-51ON c3 !2a. PANEL OLT (2 f-ER RE INFORC ING ANCHOR) (EVERY' OTHER COURSE) EXPAN51ON STRIP b" MIN. LAI= Sf=LICE W1 REINr-ORCING F=ANEL ro" �11N. LAf=l / Sf=LICE NOTE - SEE GLA58 5LCC< SEALANT INSTALLATION NOTE&. GLA55 E5L0CX QETAIL ,010 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R3012.1.3) s(II0 mph FASTEST WIND = 130 mph, 3 SEC. GUST. F15C, TABLE 160616.1) DANSCO ENGINEEMNG, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 p. 813.645,0166 f. 813.645.9698 www.donscoengineering.com z 0 5 %D kn r- M0 CD zM LU ZC141 < z w z Ln Mj Ln Will Lli Uj V) 0 z 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 = to.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFFER 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. 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 SHI FOR TILF ROOF - 11.12.10 4.00 ADD STEM WALL DETALS 04�20.111 4.01 RE ON -DROP G VISED N A�BLE DETAIL 06.10.11 4.02 REVISED J/S6, 9/S6 & F/S6 FOR HANGER CONN, 06.24.11 4.03 RI ROOF SHEATHING AT FIRIEWALLS VERSION NO. 4.03 / 06.24.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 0-0 SEAL: \GE N,3* io, io 10 �0.0 _�N 4w STATE OF OR 10 ONAL T TI TLE: 8881111116 STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS SN 9Z 00 0 0 C) GONVENTION,4L FRX'11NG 5FAN T,45LE MEMBER 51ZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4" 6 I(o " O.C. 11-5. (2) I(od TOENAIL6 2' X (o' Is 16' O.G. 101-81 (2) I(od TOENAILS 2' X 0 I(o " O.C_ 13, - 9" (3) I(od TOENAIL5 2' X 10' e I (o' O.C. I& 1- 5" (1) U5F` HTUJ20 OR (3) I(od TOENAILS 2' X 12' Q 16' O.G. 1131-31 (1) U5F HTW20 OR (4) I(od TOENAILS 2' X 4" 6 24' O.G. (01-11 (2) l(od TOENAILS 2 " X (o' S 24" C.G. 51 - (0 11 (2) I(od TOENAILS 2" X 6" 6 24' O,r-. 111_0� (2) I(od TOENAILS 2' X 10' ID 24" 0-C. 131-01 (3) 1(od TOENAILS 2' X 12" 6 24' O.C. 15'-4' (1) U5F HTW20 OR (3) I(od TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW FINE, 55 FeF 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 ZONE1 ZONE 2 & 3 ZONE4 ZONE5 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 '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 Rh the low er effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment oefficients in Table R301.2(3) of the Florida Residential Code 2007 3 Plus and minus signs signify pressures acting tow ard and aw ay from the building surfaces UPLIFT CONNECTION CROSS-REFERENCE U5F` STRUCTURAL CONNECTORS SIMPSON STRON6-TIE CONNECTOR I 'UI1LI1T AFACITI LATERAL I CAPACITY FASTENERS I CONNECTOR UPLIFT AFACITY LATERAL CAPACITY FASTENERS I MASONRY APPLICATIONS MASONRY APPLICATIONS HTAI(o 1500 590 13-10d x 1 1/2' METAI(o 1450 335 I -loci x 1 1/2" H7A20 1500 590 13-10d x 1 1/2' ME7420 1450 335 1-106 x 1 1/2" HTTI(o 4290, IL3_1601 HTTI(o 31�55' 18 - lbd x 2 1/2' HTT22 5310, 32-16d HTT22 4165, 32 - 10d LUGT2 1850 16-10d 4 5-1/4"x3' wedcle bolts LGT2 2150 16-1(od 5inker5 4 1- 1/4'x2 1/4" Titan L5TI9 13130, a-lod LTT19 1350, 8-Irod Sinkers LTT131 2650, 18-10GI X 1 1/2" LTT131 2310, 18-10cl x 11/2' FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 110 10-8�d x 1 1/2' H25 415 150 10-e�d x 1 1/2' RTI& 1030 645 I(O-ad x 1 1/2' HIO 12195 265 16-8d x 1 1/2' RTI(o-2 1030 3130 lb -ad X 1 1/2' H10-2 160 3e5 12 - 10d 5FT22 115 260 a-lod 5PI 585 10-10cl 5FT24 1015 260 12 - 10cl 5F2 1065 12 - 10d 5FDT4 885 6-10d x 1 1/2' 885 (6-10d x 11/2' 5F`TH4 1130 12-10d x 1 1/2" 5PH4 1360 12-10cl x 1 1/2' MLIGT15 3965 22-10cl MGT 312165 22-10d LUGT2 2260 32-IOCI LGT2 2050 30-Iroci 5'irkers HTLU20 1530 95 20-10d HT520 1450 20-10d M5TAI8 1215 14-0ol L5TA18 1165 14-10d MSTA24 1305 la-1001 L5T,424 1235 18-10d MSTA30 1635 22-iOd L5TA30 1640 22-106 M5TA3& ____F 163r, --- 22-10cl L5TA3(o 1640 24-IOGI HUNG APPLICATIONS HUNG APPLICATIONS HU526 1925 20-16cl HU526 1550 20-1(od THDI126-2 2605 30-16cl HGU52 (o - 2 2325 25-1(ocl HUS28 2510 30-1601 HU628 2000 30-1(od THIDH210-2 3910 58-16d HGU528-2 3220 45-Irocl CAPACITY 15 BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES 1) CONNECTOR CAPACITIES ARE FOR 6YFI, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRU55 FLATE ON THE OFF051TE SIDE OF THE TRUSS, LJHICH COULD FORCE THE PLATE OFF THE TRUSS. 99 91 J BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACE[) WITH THE CORRESPONDING BOLTS, THE REVERSE 16 NOT AFDf='LIC;AE3LE. FOR FRAME TO SLAB AFF'LICATION ONLY. NOTE: EXPANSION 5OLT5 NOT RECOMMENDED 'a GONG. 5TEf= "J" E3oLTS EXf='4N5I0N 50L.Te 5/a "P X (0 Nallo x &` MIN. 5/a 4" X 10 %"4� x 10" 1`11N. MIN. EMBEDMENT SCHEDULE FOR E AND OUANTITY OF FASTENERS T'�J='IC;AL 14TA 20-10 �-ITA 20 IN&TALLATION < T ROOF P. APHPA('�-771'l `-7,C-�HEI)ULE RIP(5E LINE 11 . . . . . . . . . . .... . . . . . . . . . . . . . .. + + f . . . . . . . . .... . . . . . . . . . . . . . + + . . . . . . . . ...... . . . . . . . . . . . . . ... . . + -+ . . . . . . . . .. . . . . . . . . . . . . .. . . + + + + 4 + + I/ - + + + + .... + + + + + + + + + 4 + . . + . . + + + + + + + + + + + + + + + + + + + + + + + + + + + . . + . . . . + + + + +_ + - + -+ + + . . . . . . . . + + L+ + 4- 4- 4 4- + + + 1`11 . . . . . . + Er� '-E,--'< F)L'i H(J-DE' _1 I I) P _7 /I P HI1I,_LE' J-R' TILF-) Dt',IE 7C 120 MPH SEC�0�0 00",T EXPOSURE 'G" �11�0 11E 120 MPH 3 F` f;,Ijl�-T EXPOSURE "G" ;-7 OR �7-H 1 N:. _E) RAIL5 @ O.'_'. @ ��,ADLE ENI� HALL OF �_��I�\BLE TFLj'`� �_'d RIHE-� �__�HANK. HAIL-F),,:4, OJ13 �,,ICIH ��Ot,IINAL 5HAN< PIAI`/IETEf��' '_).113 hCH c-,HAW, PIAFT TE�� PIH(�,- D1,%I-1FTFP OF 0.012 OVER ;HANK DIAt-IETER P!�[E, P14��IETE�' _�F OZ)12 (-_',/EP �7,H/,t,V P'1141-IETEP 10 T__ RIN�� PER 11'�"H TO FII`�c7c, FEF:� !',I(-'-H - FI 1IF TE P FULL HEAF H Fi) TEI:�; 2 11 H HAIL Lll+_�?TH 'ill'_H N,-IL LHI� (.F,'DR TILE) �F,_-)P TiLF) '__-1HAW NAIL��- @ d 41' oc, @ (-:�'AELE ENE, (')d FIIV� ��HAV'4, IIAIL�--) ca 0(� i 1'�4LL OF TPU�_-,c_� HkL5 -�i IIITE'�:�J'IEDI"_TF ��j�IIHAL I I !�,_H !E FIN(7- PIA11ETER OF r,'ER (�-!N: I 1,- TO 2)0 R'Ni3l� PER N."SH 0_'JIIL�; ii'� TC1 _20 FIER (I IIN�i 0.__T�0 INCH F:IJLL ROIJ�,ID HEAD PIAI`�lETEP (�-IIPT (__11.2��C INC-H F0LL F(jLJND HEAF, f)IA�,IETEF 3 HCH NAIL LEN&TH 3, WIL LEI+_�TH OTE: '_�)E E 5Tf.� TUR,4 L TE �_- FO R, 5H E �:- TH I �)PE_,` 1 F T! 5, 1 ND E7�' A END OF TH.E7 ROOF 5HE�11_Hlk,__-�:' F-E -E-,T_'L(5-��-F.E17 4,14E' 0 .,ER: -5) �:-f-'HE17)L)LE ��E/-'THINC:�7 -_-) F,",,_E-TENE[,- P,1P,.Er_7_Li T,") 7-,I..ITHEF-�N F-1HE '_)F F:',_A_I FIF--) E3ET7��P_ I F ��OOF FRAF11NO CON51�7)T5 OF A LE��,E-R ORA[__)E (-)F LIJ��BER, (-,01\ITRACT0F_' �IIJ5T LLC FLDR. ALTERNATE FOP NAILINC-7 FIATTERN. MAINTAIN BOTTOM OF WEEP SCREED 1 1/2' TO 2' ABOVE ROOF SHEATHING NOTE TP,4T THE T'�VE< 4N[) �IET,4L L,4TH MU5T 60 OVEf;R THE TOFD OF �THE U)EEf= 5CREED 0C CEMENT PLASTER IN ACCORDANCE WITH AVMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK IST FLOOR - Ys" CEMENT PLASTER IN ACCORDANCE WITH A5TMC32(b FELT BACKED METAL LATHE IN ACCORDANCE WITH A5TMC1063 TYvEK SHEATHING METAL FLASHING 1�'LINPERFORATED FLANGE Ya' WEER SCREED A;LCUM "� rW-ALK 50TTOM 50TTOM ONLY JOINT ONLY ALL N6IDE ME) OUT51DE DOWER WILL NEED TO BE MITER CUT. ALL JOINTS NEED TO BE CAULKED U5IW5 \,ULCUM CAULK 7V PERFORATED FLANGE,�' WEEP SCREED IN -STALL BOTTOM EDGE OF WEER 5CREED I' BELOW FINISH FLOOR C �'CEMENT/ KEEP TOP EDGE PLASTER FIN16H OF WEEP 5GREED 2' ABOVE TOP OF BLOCK CEMENT PLASTER FIN15H UJEEF GC�REEI) [DETAIL TTf=IC;AL r-ITUJ INSTALLATION BLOC< SLAB TTFICAL HU,5 1N5T,4LL,4T10N 5NI B (OFT.) SE USP muc- THRU E30LT us ML R TRUSS U.G T�'FIG,4L J5f= �IUGTIE5 TO E3U1LT=UF COLU�IN DET,41L �JA 20-1(a ��TA 20 IN5TALL,4TION r-11D &f=,4N_ NOTE: JPLIFT VALUE 15 BASED ON 5.P.F. JSP RTle) U51NG 6-bd xI 112" NAILS JFLIFT = 1030# T�'FIQ4L F=,T1(o �NST,4LL,4TION RE-FAB CHIMNEY CAP LASHING BLOCKING (SEE MANUF. USP SPT24 AT EACH JOINT TYP Z2"x4" S SPECS. FOR MINIMUM DISTANCE) XTERIOR FINISH RE-FAB CHIMNEY = C/� LOCKING @ MID POINT ES WHEN CHIMNEY EXCEEDS 6'-0" Q:� IN HEIGHT C)f I-- — _ — — — - -_ LL = �5 GALV. METAL ,jr 12" SHEATHING OR O.S.B. FLASHING �2%4" STUDS 16" O.C. MAX. C:) cif < I C) loor = MTL. FLASHING CRICKET //,--GALV. /-TRUSS TOP CHORD SECTION 11,4-,411 `USP HTW20 @ EA. CORNER DOUBLE 2%4" BLOCKING wl 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" 340" 1`11AX ATTACH BLOCKING TO TRUSSES wl USP SLOPE /—USP HTW20 @ EA. CORNER MP-34 ANGLE TYPICAL x! CRICKETI RE -ENGINEERED WOOD TRUSSES RE-FAB CHIMNEY ASSEMBLY C�41�INE'�' FL,4N�� SCALE: 3/4"=V-0" �W d T� V� E I V A .1 W W I T t' I C,,4 L �-4 1 t` 711 NC:: L,� t 1 41 L SC-4LE. N-T.5- @ 16" O.C. MAX. 2"x4" BLOCKING w/ 2" PLYWOOD FLITCH TYP. m"AM �ONT. #5 3AR GONT. Zo M )UNDATION ) HI6HE5T )NO BEAM SGALE: N.T.S. DANSCO ENGINEERING, ILLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com 0! C�l 1-4 t14 z LU 0 W) 5 ko CD zen < Lu LL 2: > z < z W z _J U UJ _J Ln Lo Ln LU LU 0 < z < 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 R301FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C" ENCLOSED IINTERNAL 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. 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 2D07 UPDATE 05.07.10 2 00 GP FIREWALLS 07.28.10 — A R 'T 0�1 =GF ROOF 11.12.10 4.00 ADD STEM WALL DEIAILS 04.20.11 4.01 REVI ED NON -DROP - GA LE DETAIL 06.10.11 4.02 REVISED J/S6, B/S6 & F/S6 qN, 06.24.11 4,03 REVISED ROOF SHEATHING T FIREWAU.S V ERS 10 IN N 0. 4.03 / 06.24.11 CA 25948 F-] SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, ?)THUY P.E. #60122 o IRWIN J. BENSON, P.E. #49758 0. G-01 ZP OW A, STAT�- 'ST 0 N A L SHEET TITLE: STRUCTURAL NOTES & DETAILS SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS SNI 00 C) %�o L0 130'4' 211-10, 14'4' 14'49' 14'4' 14'49' 144' 21'-10' -0. 11'.2- 34' 3-0 3'.01 34' 3.0 PAn CDC PAD COIC PAD -- ---- CCW- PAD "k CaC PAD 711\ <+ (51M. W/FLOOR TRM - - - - - - - - - - - 31 X31 01 UT L T( SIS 77771 GONC. 71 1 11 L Y-0- Y-4- 6 3-0 2 Y-2' A j 4' CM. PAP PARALLEL TO WA 4-) rj_,� rj (Sim. W/o WOUT rj'� W/OuT rj,� PARALLE WALL) PAD 31-016-01 WALL) �7 < F4 > (SIM' W/OUT t' <� ML) -01 1 ;Q I (WsA1MLL-)w/OuT F/7 1A WALL) :i7' WALUT 7\-1 <� L) 3-4- 6 3-4 CONC. PAD 4> - - - - - - - - (SIM. W/fLOOR TRM r (SIM. II (SIM, (SIM. LL) Y-2' 3'.4- A F 71m i mi 0 1 r //w//i I CZZI" TO, rl\ I,\4 M''t- b L we-, — 54OPE 1 r �T '20 7 J L __ rL I �3 1 SWPE j! 31 OIX31 01 CONIC. PAD r 1 11/2 IX5 1/2, I M S3 KCE55 0 5W -4 G IT-41/4' T (< r t 11 /G�G �,S3� '77 1 4. - - - - - - T------ DRAN LINDER SLAB V-1 I I VJ,� 15' -0 1/4' 77 1 4'- -0 1 1, 4' 4 4� 2' 1, 44' -7 - - - - - - 77- - - - - - - - - - - - r - - - - - - - - - -_ \, �6 IQ V-0 1/4' Y-9 1/4-1 1 -7 DRAIN t ER SLAB L - - - - - 1-t -- - - --t-;, 1 (GG - 12'.41/4' V-11 1/2' T-b 1/4' I LCI -1 0 0 L--------------- jl_� in E; u W, i - 92 Fill LA 6w ty 1 I/2'X5 F4ECE55 SW I 1/2'x5 1/2' CESSe %D Im 0. 24' b _1.4 F4F. rG + \, �6 %G S 6 1 4 5 3/4' b'-31/2' b'-I 1/4' T-5 3/4' _4 -.,- F_ __1 pit GG) sw W1 7 Z DISP I t- - J;w - - 1, -j- _2'71 1 1 _81, 4' 1 I I LAY. 1:r I I 1 MIN WER SLAB wit A; KGG K S3 2 150 5 [0) 11 AT ALL INTER SLAB COFRN4E- (TYPICAL) 3A T! ---- -- 3/Tj� — — — — — — --- or "0 rrr --- - - - - - - - - - r a M 11;_Iw 11/2`6 1 1/2')6 1/2' I I S3 SINK WIF CE55 5w RECE�5 SGQ 51/2, 11/2' SECESS SGD 24' b I I I I I ;- \,S6�1t, ----- _F I rG I I kG EG S 6 -5 3/4' 6 4'-5 3/ V -31/2' 2--b- -1114' 3 &'-B 1/2 5'-31/2' 5' 2' 6'-31/2' F_ 7 i 0 0 swu I Dw 112-6112- SSq SGD .17 X I Lt, wT 1 G) 71, t/4' P -ERE! 01 A 4 J I -:A 1�1.4.,;�.,, 'Z./ sx 4- -10 J-1 11,40, 1 !SY S3 7, kl�-ll 1/4' 11-b 3/4. 11-b 3/4' b'-ll 1/4' y., 21 _46Q 2' rGG h 4'.8' LAV. DUN LINDER , AWE - /a -1 DRAIN LINDER DRAIN LINDER b SLAB SLAB &LAB t L- - - - - - - - - - - - - 9 1 1 rGG DRAIN -10' 14- 3'-9 3/4' SLAB 4* 21 51 2' �3 UNDER 'l DIAGONAL I _1A AT &W uv I i I f- 5w ALL INTERIOR Drop DISP_ SLAB CORNER5 F2 - F2 (TYPICAL) 011 L -------------- \,\ 7' _3 it I , -1 , " Ilk I L t it. 4� t� 11 Ali I /Ij E IZ3 4- ___ __ ___ -1-- --f Lill/ I r Ilk Xx � - r- __ I I J F AM mLm 77 OF m r W/OUT W/Ou (SIM. WIIOUT(� <�F h M. T 1>1 TI""' k�_ (51M. 4T r< �F (SIM.' T(jL,�� 51 uyOu - �j .7 oil-,. upwl I I r 1 1/2'x5 1/2' REGESS 9 SW I : 1 0 -0 L4 0 G T-6 V-41/4' 1 6, 4' 151.0 0 DRAIN WER SLAB Il 1/4' rG \IL111 11 IT, 4' 44' 4'. 2. 44- 44- r -- - - - - - - - - - - - - - --- - - - - - - - - - - - - 16-0 1/4' 1 3'-9 3/4' DRAIN 4 LINDER SLAB - -- -- - - - - - - - GG 11 b 114' V-41/4' 2�1 �Q q 0 I .0 -1 lx, F4ff, F_ — '4— 0 m[ -Am 1 0 S6 L) WALL) -10. -1. S. 4 21-01 34- Y-4- 'j-l", V j-1, , Y-10' S. Y-10" r-2. y-v, 3'-10' Y4 24- 3-0- 52' 3' 10' 3' 10' 11-2' Y-2' 3'0' TO' V 3'.4- 3'10' 1'0 j2' 3' 10' 11-01 3'4' 3'.0 3'4 3-2 q I (R5IM.'WiFLOOR TI;u% 51.8. 51.8. 81-10, 51.8. 51-8. 81.10. 51-8. 81.10. (SIM. VLOOR TRISS 7 PARALLEL TO UJALL) 14'4' 14'-b- PARALLEL TO WALL)4),,' 65'4' b5'-4' 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 S C�U T �LO �CA T �10 �NS L LTO LEFT SC KT.S. N51ON 5TRIN& PULL TO R1614T FOUNDATION PLAN SCALE 3116' V-0- SAW CUT EXPANSION JOINT. CUT TO BE MADE WITHIN 24 IllWro OF FINISHNG CCICARETE. CONCRETE SEE GENERAL NOTES AND MIX REQUIREMENTS FOR PLACEMENT. !n 7, 1 Ok. ;r r 31 OIX31 01 I 1 CONIC. FAD Vb' IN WIDTH ,r-314H IN DEPTH 4 7L FOOTING 4 FOWATION NOTE& CIR= NOTES AFE I TO PIASL I ARNITEMRAL 5Al%GWW OF THE LEVEL ABOVE 16 SWOWN FOR REFEIRSa ONLY. 2. 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BOX 3400 Apollo Beach, Rorido 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com z C) so -0 z cr,:) LL uj 13� (A > Lli F- Z CNq z z Lu a U Ln Lf) In U-i �E V) 0 I Z V) 0 V) Z C/) < I i u Lu TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8) 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 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. R DATE DESCRIPTIO 09-29-09 1.00 2007 FBC UPDTATES 01-1.3- NIT 07-12-11 � 2 . .01 HANGER -- NN. AT VERSION NO. 2.01 / 07.12.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ej IRWIN J. BENSON, P.E. #49758 FIG Gq122 SHEET TITLE: 1sf FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ/LV REVIEWED BY: TH S1 91 W, 0 :10 5Q I &I C) (y) r— L.0 r— la0'_A0 21'-10' 14'•b' 14'-b' 14'-b' 14'46' 21 � 4'-4' Y.10' 3'-2' 2-43'•10' 4' 0' 3'-5- 1'-0' 4'-1' 3'•9' 6 1'-0'6 Y-9' 3'-9- T•0' 3'•9' 3'•9' T.0' 3'-9' 3'-9' T•0' 6 11•0. Y-5' 4'-0' 6 Y-10' 1, 2'-8. 3'-2' 6 Y-10'21 4'4 ■ ■ ■ ■ ■Ids ■ ■ ■ I ■ ■ ■ ■ w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ m W/fL00R TRUSS 21 77(SM . SEE 21 �� ISIM. SEE !S 21 (SIM, SEE 51.1 FOR (SIM, SEE SWEET $1.I FOR 21 ISIM. SEE I 21 ISIM. SEESWEET !ISIM. 21 (SIM. 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BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i O N Z Lu N � M 5"'Mo z oo_jCD I rn Z Q�^ wZ � -1Lr)� Ln O7 I ::D Z O Q t� O Q U Z V) I U LL1 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 =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: I DATE_ DESCRIPTION____ I 09-29-09 1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNIT - - 1529 ST. JOHN � 07-12-11 1 2.01 HANGER CONN. AT FLOOR TRUSSES ,I i VERSION NO. 2.01 / 07.12.11 CA 25948 i SAMUEL A. GREENBERG, P.E. #34245 (-� THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 SEAL: `r "4-"; ^^ s +er 12 F �Petae 7p a'SITLE: 2nd FLOOR STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ/LV REVIEWED BY: TH ■ i1 m A.'1 YI N 1370 - ST. CROIX 1371 -ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 12m� a' 1531 - MARTINIQUE 1531 - MARTINIQUE 1 st FLOOR FRAMING PLAN SCALE - 3/16' = 11-0' 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 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 OZ 'COD N M z LL I� LUW LU M QQQ� ZQ aa w Z J z Ln JIn Ln V) Lu U ::E v) O U z 0z:2 moo? Q -' r V) 0 ' Z U Q � i U Lu `n TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 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 1 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. 201 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 09-29-09 1 1.00 2007 FBC UPDTATES 2.00 ADDED UNIT 01-13 11 1529 ST. JOHN _„2.01 HANGER CONN. AT VERSION NO. 2.01-/ 07._12.1 1 I ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 E It�r I I!'' AL: I t�f G -o L.* x TITLE: 1 st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED DRAWN BY: REVIEWED BY: 07.19.11 S2.1 DZ/LV TH 11 0o 0 0 I I 0 M � J 1301-8' 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 ROOF FRAMING PLAN SCALE : 3/1(o' = 1'-0' 2-PLY PRE-ENGINEERED GIRDER WEND GRAIN BEARING:, 2 x 6 WEB MIN. PRE-ENGINEERED WOOD TRUSS 1/2' x 1' WEDGE ANCHOR (MIN, SHEAR = 134011) NOTE: STAGGER ANCHORS FROM OPPOSITE NOTE -INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER -REFER TO DETAIL A/512 FOR MASONRY STEPS DIMENSION. GIRDER @ PARTYWALL SCALE : N,T.S. KLE63 W rOP FLANGE HANGER W-V AFF. Moo KLEG3) GRAVITY CAPACITY 113200 LIPLFT CAPACITY : 48350 1-4' AFF. r 1 5CHEMATIC CNLLi'. SEE TRUSS PROFILE FOR ACTUAL TRUSS. RAISED HEEL TRUSS SECTION SCALE : N.T.S. IRS FRAMW NOiE°i CIRCLED NOTES ARE KEYED TO PLAN t ARCWTEC1URAL BACIMW OF 11•E LM BELOW 19 SW M FOR REFEtOa ONLT. 2. P1.111'M FDMS H HIDDEN LIES REPRESENT aid FLOOR PLUMBING FIXAIFtES. 3. CONECTK1Iki PER Sh1PBOUW CATALOG (LATEST EDRION) CONTACT ENGMR FOR ALTERNATE CCNECTICIE. 4. F'FIf-ENGMM WOOD TRUSSES SPACED o 24' O/C TYPICAL, WA NOTED OTIERIUSE, 5, SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF tFORMATION. 6. TRIM TO TM ATTAGW PER TRW MMNIFACIURER (UNO) 1. UPLIFT VALUES S M ARE CALCU-ATED BASED CN CAJSERVATW APMWAC44 AND CAN BE DIFFEfW FROM TRA MANFACiIJIM VALUES 8, F TIE C0161 CiOR TRUSS MANFACTLIRER OR OD ER DESIGN FROFESSM& REVISE 11E Wal WORUTiOR DAWSCO ENGIEER WA LLC IS FMMD TO F EM ALL FNAL CONSTRICTION DOCJt1kNfS FOR CCIMPLIANCE WIN DESIGN Nat PRIOR TO C DMW OF TIE PROJECT. BLOCK WALL • I1'-4' AFF. BLOCK 0.ALL • V-0' AFF. BLOCK TALL • IB'-8' AFF. M1*aCN QTY CONNECTIM FASTENER50 CAPACITY I FIER cow WA20 1 165 WIN x 1112' RTA20 2 3230 20-IL1d x 10, TI'" 1 %2 6-10d x 11,2' 4 (6) 3/16' X 2 IA' lap=o KLEG3 1 WS (2) W' dia, a301 fU' # bob Ito ghW 4 (4) 3/4' dia. a301 Umugh bob kw aaaorry mall 4JS26 1 PA I 20-16d RT16 I 1030 I 16-8d x i IR' DUPLEX NAU.S ARE No. a WE GAUGE (0Jb2' DW`ETEW AND 3 In' LCNG, MAU HEADED NAILS. 5C: 1310/1311 - 5T. CROiX 5: 1530 - 51E5TA KEY M-- 1531 - MARTINIQUE 5J: 1529 - 5T. JOHN 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 s IN Ln M 5 O z o< � aW�o► QQH� zQ n z C9 w O J to mi Ln to V) L<L1 u O U _ 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=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 ANDTHE 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 07 12 11 2.01 HANGER CONN. AT FLOOR TRUSSES VERSION NO 2.01 / 07.12.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 EN%IRE SEAL: * � l z � f •�/��a \ • a��•�T �i-��,•�r Y�Y��, 3 .r }, T E ( ' tL Z_Qw ` � •a.• • bU fs �+►�°��10Q�� :n$#ET TITLE: ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ/LV REVIEWED BY: TH S2,02� 00 0 0 I `ram V I 0 ("M) 'r- L i r- 7/2 G % PRE ENGINEERED WOOD TRUSS 6 24" O.G. U.N.O. 12 (TYP.) VARIE6 Y2" HIGH 5TRENGTH C;[)--/ GYP, BOARD OR %" WALL BOARD (OR Va" GYP. TYPE 'X" -5 GARAGE WIA HABITABLE ROOM ABOVE) W/DIRYWALL SCREWS 9 7" O.C. CEILING a" O.C. WALL5 R30 MIN. BATT OR BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER 5TD. 90' HOOK (5E DETAIL) R4.1 MIN. INSULATION ON EXT.. BLOCK WALL5 Ix2 PT LUC) FURRING 0 24" O.G. 1/2" GYPSUM WALLBOARD U.N.O. (1) LAYER UNDERLAYMENT FOIR ROOF PITCH >4:12 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12 HURRICANE ANCHOR e EACH TRU55 F(6EE UPLIFT 5CHED.) W1 METAL PL. UNDER EA. TRJ65 MOISTURE BARRIER ROOF COVERING 1116" 0.5.5. MIN. (FOR SHINGLE) OR 5/8' 055 (FOR TILE) SEE ROOF NAILING 5CHEDULE ON 5HT. 5NI ELEV. VARIE5 4dk I ALUMINUM DIRIP EDGE s LUMINUM FASCIA \I. U.N.o. 2X4 SUB FASCIA 11, 2" ALUMINUM VENTILATED SOFFIT 5`xa"XI(o" <NOC<-OUT BLOCK W/ 1#5 CONT. FILLED 5OL11D W/GROUT 6' CJ-1,U. TYPICAL '-#3 OR #4 REINI70RON6 BAR YPE `5' MORTAR 1__T *3 #4 LAFf 5FfL ICE 1QP ELEV. VAR I" x 2" FURRINC�, I" x (b" ROUGH 5ANN C�EDAR 12 " L�.N,C. 2x4 5PRUGE SUB FA50A L1x2 P.T. NAILER 12" ALUMINUM VENTILATED SOFFIT 4LTFfPN,4TE f745C, 14 'x 1�x(I,' 3UC 2x4 CONTINUOUS TO rOOTER BELOW cJO' �400K E)ET,41 20` �11N. 1 4 �11N. L4,F1 ARCHITECTURAL XXA' AAA AAA AAA -A "'�#5 REINFORGIN6 BAR FINISH 'T� L=,4 Ff &f=L ICE (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 f-�'.T. BASE N ILEIR ---------- 4"x4" INSPECTION PORT AT EACH 3 114" 5,A45EE550 FILLED CELL TYPICAL 2500 P51 CONCRETE z z MIN 2500 PSI GONG. SLAB 5LA5 W/ (ox(o (MIN 3000 P51 GONG. 51-415 UJI.4 x WI.4 WWF OR FOR HERNANDO GO, ONLY) FIBERME5H 0 Z� ------ Lu 7�;t LL1 \7 7\7 w (o MIL VAPOR BARRIER CLEAN 1`015ONED AN COMP. SOIL. (GOMPA ED TO 135% MODIFIED PROGTORA5TM D1551) ,�`�JIN, C; L i;R. (2) 15 REBAR CONT. ON I 3' GI4AIR5 TYP. UN.O, 11=41, 5TE). 90* HOOK I (SEE DETAIL) T�'PIC,4L WALL 5ECTION r'4 SCALE; N-T.5- k Nl" �3 V (1) ROW 2x BLOCKING 6 MID HGT, FOR WALL HGT. i� 64o'. (2) ROW5 2x BLOCKING 6 3rd PT5 FOR WALL HGT. > L3' o". 1/2" 5YP. WB (MIN.) 6 GARAGE SIDE IF APPL I GABLE. 'AXL xxx/'xN./\1 ... .... . x x xxx/'I '-#(b REINFORGIN6 BAR #(o LA F Sf=LIC;E SEE L4F SPL'GE IDE741L R I Vbll__1 x x #5 REINFORGING I BAR x x #E-) 5TD. eO' k400< �REE�4fR DETAILS rF'�� SGALE: N.T.5. 2x S.P.F. STUD5 @ I(b'' O.G. 2x STUD LOAD BEARING OR--- 7� EXTERIOR NALL 51, CI.M.U. I "x P.T. STUD #5 VERT. IN FILLED (�,ELL SEE GG/53 0 6/53 FOR AN HOR 51b" x (9" EXPAN51ON E30LT INFO. E30LT @ 24'' 0.6. VERT. OR 51b"xb" "J" E30LTS 5 B', *U5P SPT22 TYP. 2x P.T. PLATE ASSUMED 711 � VFINISHEI) GfR,4DE MONO OR STEMNALL--,_- FOOTING MONO 5HONN FOR GLARITY /xX-, NOTE: *FOR BEARING NALL W UPLIFT ONL'� FF,,X-1E UJALL TO WALL CONNEC I (�D� 2x F.T. FLATE 14' X 3 1/4' TAPGON5 6 24" O/C 4 SEE T"rP. NALL SEGTION FOR SCALE: 314"=I'-O" ,@ (o" MAX r-ROM ENE) OF 2 x PLATE ADDITIONAL SLAE3 INFORMATION. 3# (2) 05 CONT, ON x (o WI.4 x WI.4 CHAIRS (TYP.) WWF OR FIBERME5H TYPICAL C,.M.U. BLOG< NALL F, - I j - - f - - - - - _L - - _� __ z 10 GALVANIZED METAL STOP SEGUIRED TO NALL TO RUN t> I" / / / X/ GONTINUOU5 AND LEVEL AT A MINIMUM OF c5" ABOVE GRADE. EST GRADE 4ELEVAT -0 ION 0' 1'- 4 a 11 x __jTOP OF SLAB w T"'rfmICAL INTEF,10F, 5EARING UJALL W/OUT �FLIFT SEE TYP. NALL SECTION FOR 6GALE: 3/4 1'- 0 FIN15H TEXTL�5DE E3FE,4< H ADDITIONAL SLAB INFORMATION. SEE TYP. NALL SECTION FOR 5GALE: N.T.5. ADDITIONAL INFORMATION. EXPAN51ON JOINT FORMED USING 112" EXPANSION JOINT MATERIAL 3/4" RECE55 FOR RIES THIG<EN SLAB EDGE BETNEEN AF-IES 5.6.D. (U.N.O.) DOOR FRAMES AS 5HONN 3/4" REGE55 FOR x (b NIA x NIA SEE A/53 FOR 5.6.D. (U.N.O.) NNF OR FIBERME5H FIN15HED CONGRETE LANAI TO REINF. INFO. REGEIVE BROOM FIN15H U.N.O. 7 C11 7 < X 4 j \�< < X//"/ �\:x zl Ti SEE A/53 F OR all REINF. INFO. Of=TION #1 SEE TYP. NALL SECTION FOR ADDITIONAL SLAE3 INFORMATION. SLAE3 STEf= (1) #5 CONT. CESe 'o-) S.G;D. SGALE: 5/4"=I'-O" '��-SEE A/53 OR -1/56 FOR REINF. INFO. I'- a (2 - 5T0fRT') all Of=TICN #2 SEE TYP. THIC�KENED SLAB EDOE DETAIL ON SHEET 55 FOR OUTER EDGE OF LANAI SGALE: 3/4"=1'-O" (1) ROW 2x BLOCKING MID NOTE: HGT. FOR WALL HGT. 0'- (o SEE SECTION G/53 FOR (2) ROW5 2x BLOCKING fD 3rd ADDITIONAL INFORMATION FT5 FOR WALL HGT. > 1/2" GYP. W5 (MIN.) a GARAGE U5f= 5PT22 CONNECTOR //__5I[)E IF APPLICABLE. 2x P.T, PLATE 5/8"0 EXPANSION E30LT Q 24" 01G. W1 5" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 5OLT5 3500� MIN. TEN51ON 2600") (o" MAX FROM END OF (o x ro WI.4 x W1.4 2" x PLATE WLLF OR FIBERME5H ��I= "' - - - - - - - - - - - t (�) X: V (2) #5 GONT. ON 3" CHAIR5 Ell T�'PICAL NTEIRIOR 5EARING JJALL W1 UPLIFT SCALE: 3/4 1'- 0 6 x 6 NIA x NIA NNF OR FIBERMESH f------- Z_ GRADE 7 /"/ " /' / 'x\ 411 #5 ( ONT. MIN. SEE T)�P. NALL ��EC�TION FOR SCALE: 31411=11-011 ��53 T"Tf=�CAL T1=41C<ENED 5L,45 EDGiE L ADDITIONAL SLAE3 INFORMATION. - MA50NR NALL AND MA50NRY NALL AND PAD FOOTING PAID FOOTING 8)" MA50NRY NALL--, EXTEND FILL GELLS TO FOUNDATION PAD CONT. FOOTING STEEL-\ MAT REINFORGIN6. GIRADF LLI I_w kD LH -A z (D �:3 z . Lu LLI 0() \� I I E q - 0 �3 �D \ \ \ ' / OOTIN5 -A / /' ' / "I BEYOND 0 PAD REINFORGEMEN CLEL�RANCE (SEE SC�HEDULE) �70OTINr_3 LUIIE,Tk� SEE SCI�EDULE F=ATIO COL-JI-IN F=-7G- DETAIL N SEE T"rP. NALL SEISTION FOR SC�ALE: N.T.5.' 'e � ADDITIONAL INFORMATION. FIRE RESISTANT 055 1/16' (FOR SHINGLE) OR 5/0" (FOR TILE) SHEATHING 4' ON EA. SIDE OF PARTY WALL 2X4 LEDGER 6 46" 1/16' 0.5-5. (FOR SHINGLE) OR 5/5' O/C MAX. 055 (FOR TILE) SHEATHING UN-0. VERTICALLLY NAILED 15 LE3 ROOFING FELT (5HINGL TO TRU55 WE55 W/(2) E`7 8d (TYP.) 2X4 BLOCKING 6 4a' O.G. MAX� W/ (2) I(od TOE NAILS 6 EACH END 4 GLUED To FIRE ENGINEERED SHEATHING Roo ROOF TIRU55 24' Of_ MAX. FIRE CAUI_<-,,� 2' GLG. RUNNER (2) ILAY 5HAFTLINER N5 FLOOR 4 � STEEL 1 ADJACE 1/2" x 6" WID FIREGUAR FIREGJAR BATTEN 5 STEEL "H" STUD ATTIC A STE). 90* (1) 115 vER x 7-E3RE4KAWAY CLIFIS ER5 I" DENE - -1 RTED BETWEEN 2" GEORGIA-P4GIFIC S ,'LG. RUNNERS W1 2" EACH 51DE OF EVER 1 5TJD5 BETWEEN STUD (45' Or- MAX) NT PAIR5 OF GYP, VERTICALLY PANELS. 2 3 1 E DENSAIRMOR PLUS (1) LAYER 1/2' HIGH D G OR TOUGHROG< . ?I; 1- GYP. W5. W/ 1-3/a' D G GYPSUM 50ARD OR DRYWALL SCR TRIP5 e EA� SIDE OF 0' O.C. WALL5 It 4" (ONLY REQUIRES IF 2 x 4 5YF#2 x12' LO REA 15AGGE5515LE.) RE3G CLIP W1 IOd 6 HOCK (SEE DETAIL) 5IMf=5ON RBG 6 36 7. IN FILL CELLS (SEE NAILS INTO TRU55 B CPORD/5GA15 4 (3) FILL CELL PLAN FOR LOCATIONS) NOTES: 1) 5EFARATION WALL IN THE ROOF SYSTEM PROVIDE5 2-HRS PROTECTION PER GP WPI 49�-0143 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 2X4 BLOCKING 48' C.C. MAX, W1 (2) I(od TOE NAILS 6 EACH END 4 GLUED TO ROOF 5HEATHING 2X4 LEDGER 6 45' O/C MAX. - VERTICALLILY NAILED TO TRUSS WE56 WK2) 5d (TYR) PRE ENGINEERED ROOF TRU55 24' O.G. MAX. FIRE CAULK 2' CLG. 7RUNNER 1/2' x (o' WIDE DEN5ARMOR PLUS FIREGUARID G OR TOUGHROG< AS PER FIREGUARD C, GYPSUM BOARD PECIFICATIONS -a BATTEN 5TRIF5 6 EA. SIDE OF Y OTHER STEEL 'P' STEEL `H' STUD (ONLY REQUIRE5 IF ]OFT OC. ATTIC AREA 15 AGGE551BLE.) " FLOOR RUNNER / 311ro' DIA. x 1 7 /4' TAPGONS 6 2 x 4 5YF'02 x12' LONG SCAB 6 EACH (0 1 O.C. R5C CLIP W/ 10d 6 3" O�C. 5IMFI50N R5G 9 3(o" O.G. W1 (o-106xl 1/2" NAILS INTO TRUSS E30TTOM STRENGTH OR 5/8' DRYWALL NAILS CHORE) /5CAB 4 (3)1/4"x2 3/4' TITEN EWS T O_G_ CEILING, SCREWS INTO MASONRY. O.G. EDGE5 2' FLOOR RUNNER W1 3116' D IA. G SCAB a EACH x 1 3/4' TAFCON5 6 16" O.C. 3" O.G_ STID. 90* HOOK (SEE [DETAIL) " C.C. W/ (o-IOdxI 1/2" OTTOM 83`x0"XI(o' GONG. KNOCKOUT BLK. W/ 11/4`4 3/4' TITEN 1 15 ROD CONT. FILLED W1 GROUT 5GREW5 INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) a'x5'XI(o' GONG- KNOCKOUT BL<. 1) SEPARATION WALL IN THE ROOF W/10�5 ROD CONT. FILLED W/ GROUT SYSTEM PROVIDES 2-HR5 PROTECTION PER GP WHI 4135-0143 (1) 05 VERT. IN FILL CELLS (SEE 2) MA50NRY WALL PROVIDES 2-HR5 PROTECTION PER UL-Uc3O5 FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION FORT AT (ox(o WI.4xWI.4 EACH FILLED CELL TYPICAL WWF - - - - - - �_ �_T XX < STE). eOo (2) 05 HOO< CONT. (SEE DETAIL) a ALT. FIRE UJALL DETAIL AT C;Ct-1�10N UJALL GONG. KNOCK OUT W/ (1) Is ROE) cON-7. 50LID GROUT �'-4` AFF. SCALE; 3/4'= 1'- 0' 5"GONG. 5L<. TYPE "5' MORTAR =-N) 05 VERT. IN FILL CELL5 (SEE FOUNDATION PLAN REFER TO A/53 FOR INFORMATION NOT SHOWN. FOR LOCATIONS) 4' IN5PECTION FORT EACH FILL CELL 61, / d, 455UMED FIN15H GRA Cf) � x N A'\\ /x > - \/x x N A& GONT. FOOTING W1 /x" (2) #5 CONT. ON 3" CHAIR .4 DCL�5LE aJALL 5EG71CN SCALE: 3/4"=I'-O' P.T. 2x (ox(o WI.4xWI.4 WWF (2) LAYER5 I' DEN5GLA55 5HAFTLINER IN51EIRTED BETWEEN 2" FLOOR $ CLG. RUNNERS W1 2' STEEL H 5TUID5 BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W1 (2) 10d TOE NAILS -@ EACH ENID 15 L5 ROOFING FELT (SHINGLES) -7/16" 0.55. (FOR SHINGLE) OR 5/5" 055 (FOP, TILE) SHEATHING U.N.O. FIRE RE516TANT 065 111ro' (FOR SHINGLE) OR 5/0" (FOR TILE) SHEATHING 4' ON EA. SIDE OF PARTY WALL 1`11N� G,4F-:'(ONLY REQUIRES IF ATTIC REA 15 NOT AzGE5 - LE) 5REA<AWAY 15F�15%L F`5 5 PER �-GEORGIA-PAGIFIG SPECIFICATIONS 's EACH 511DE OF EVERY OTHER STEEL 'H' STUD (45' OC MAX) IOFT CC; VERTICALLY PRE ENGINEERED ROOF TRU55 PERPENDICULAR TO WALL @ 24" O.G_ MAX� -2X4 BLOCKING W1 (2) 10d TOE NAILS 6 EACH END (1) LAYER 1/2" HIGH STRENGTH OR 5/0' GYP, W5. W/1-3/0" DRYWALL NAILS OR DRYWALL SCREWS, T O.C.CEiLING, 0" O.C. WALL5 4 4" O,C. EDGE5 -MO15TURE BARRIER U5F HT420 @ ENE) OF TRUSS W/ 10-106 x 1 1/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'r, PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) *5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) (1) 15 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATION&) 4"x4" INSPECTION PORTAT EACH FILLED CELL TYPICAL - - - - - - A STE), '300 HOCK (2)IS C.ONT. (SEE DETAIL) a', 10" all ALT. FIRE WALL DETAIL AT GC��ON LUALL -0' 5CALE: 3/4'=I' 112'' G'�P. BID. -HOLD 6'�P. BID. 112" FROM SLAB 6ONT. BEAD SEAL/ < INTERIOR 4 3 112 GONGRETE NAILS N 1 114" EME3EDMENT 9 12" O.r.. STAG GERED, FROM E30TTOM PLATE TO GONGRETE (MIN. SHEAR 00# MIN. TENSION 120#) GONGRETE SLAB -- - - - - - < rb MIL VAP--,r I BARRIER _2X 5TUD5 @ 24" O.G. U.N.O. GARAGE 112" 6"rP5UM NALLBOARD U.N.O. A/ DRYNALL 5GREN5 @ b"O.G. _-5EE TH15 SHEET FOR INSULATION CHART CONT. BEAD SEALANT F_ 14 6 x 6 NIA x NIA HNF OR FIBERMESH 7, X �'/\>///X /I INTEf;tPIOf;�,' WALL 5L,45 STEF NON 5F�G. SEE T'1`P. NALL SEGTION FOR ADDITIONAL 5LAE3 INFORMATION. SCALE: 3/4"�I'-O" DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 p. 813.645.0166 f. 813.645.9698 www,danscoengineering.com I C) Z Lu 0 5 'D '� z m' 0 < u- 0. LU > zm N < m 2 z " .2 w z _j U Lu 40 Ln mi U, Ln Lu z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND COMPLY WIT H 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301FOR 120 MPH, 3 SEC- GUST, EXPOSURE �C� ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0. 18) WIND ZONE. THIS RAWING 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. 1 -THESE DRAWINGS AND DESIGNS ARE THE JOINT CD20 I PROPERTY Of DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBIT ED. 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 11.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 GABLE DETAIL 06.10.11 4.02 REVISED .1156, B/S6 & F/S6 FOR HANGER CONN. 06.24.11 4.03 REVISED ROOF SHEATHING VERSION NO. 4.03 / 06.24.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 11-�"�'. .:. Waft 19EALt., A., 0, k. Ilk t -' No, t M - -!!ii ::; L SHEET TITLE SECTIONS, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS S3 0_1 CID Q %10 I 0 (y) r- r- --)1,2 CJO VENT OR 2ND FLOOR PARTY WALL ARTY ❑ WALL Y I/2" MINIMUM DEMENT FINISH TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM WALL STANDARD 3" DIA, TEE 3/4" FURRING STRIPS PARTY FND. TO K.O. BLOCK FILLED SOLID W GROUT `a. � PARTY WALL THREADED 3" DIA. EXTENBION I/2" GYPSUM BOARD WALL 5 #Y FND. FRILLED VERTICAL REBAR FROM TO K.O. BLOCK 1 /2 BLOCK # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK 1 /2 BLOCK # 5 FND. VERTICAL REBAR FROM TO K.O. BLOCK 5GREW OFF GAP (3" DIA.) FOR GLEAN -OUT D/ DRYWALL BOARDS 8" O.G. N 4d DRYWALL NAILS UNIT SOLID W/ GROUT ❑ ❑ FILLED SOLID W/ GROUT . FILLED SOLID W/ GROUT ❑ ❑ MIN. EXTEN51ON FROM EXTERIOR FACE OF BLOCK WALL 15 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL D ElEl E 1:1 D ❑ ❑ 15 2 1/4" 1 /2 BLOCK ❑ � � 1/2 BLOCK ❑ 1/2 BLOCK 4 d TO DRAIN UNIT CONTINUE BLOCK PATTERN ❑ ❑ 112 BLOCK ❑ ❑ @ FILLED CELL STAGGER ALL VERTICAL JOINTS UJALL CLEAN -OUT 5GALE: N.T.5. 18 COI )5 E I �i`1®I �O�R� � r� COI R� � �OUR� � SOURS 5 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-ID" L4 SCALE: 3/411=1'-0" � JJ4 SCALE: 3/41'=V-m" SCALE: 3/4"=1'-0 REFER TO SDD... PAGES FOR INSTALLATION INFORMATION BY MANUFAGTURER. T"'T'fICAL SECTION THRU WINDOW E5 E3L= OC CO�RS I'I G; DETAILS � 4 WALL I I T SECT I CI ,5 � � INDICATES CELL T) BE FILLED SOLID W/ GROUT (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3/4 " =1' -0" INF. IN GROUTED CELLS / OPENltdfs 4 STANDARD HOOK ANDARD ✓� BOND BEAM AT 2ND FL. Ir d 41 G d Q d d d STANDARD NOOK IE7 �L F'RECAtT a• LINTEL 'TE F � F n OPEN rz �C TRUSS,OTTOM CHORD OR 2BOTTOM BLOCKING W/ 2-16d TOE DOUBLE 2x TOP 2"x BUILT-UP COLUMN NAILS 11 EACH END PLATE TOP SPLICE Lu 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) 18-10d NAILS U eo i Z CL 2x TOP PLATE � 2x CRIPPLES 16" O.G. N V2 NAILS 24" O.G. OR 7 EQUAL TO TRUSS BOTTOM N 5/8' 0 HILTI KWIK CHORD OR BLOCKING 2x BLOCKING 6 EACH END W/ 10d DG • ' 1 Od @ 8" O/C BOLT II W/ MIN. 8" e 4" O.C. FROM EACH HEADER /STD EMBEDMENT 2x STUD 6 24" FACE TO BLOCKING NcF O.C. MAX. yp PROVIDE HILTI X-GF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL I1 12" O.C_ PER PLAN 9 UPLIFT= 32500 (SYP $2) SEE A/53 FOR STAGGERED FROM BOt. I 2195" (SPF) KNOCK -OUT PLATE TO CONCRETE BLOCK LU/ (1) *5 NOTCH LINTEL WHERE REQUIRED REINF. INFO. - 2x BOTTOM PLATE W/ (1) 10d 9 8" FOR CONCRETE PLACEMENT V4RIES D.C. TO EACH HEADER FACE NOTE: VERTICAL WALL REINF. DETAIL I I BOTTOM SPLICE SCALE : NTS ° STD. 90' HOOK PRECAST LINTEL LU/ (1) "5 CONT. IN OPENINGS GREATER THAN 6'-O" WIDE (U.N.O.ON PLAN) OPEN INCH FILLED CELL LU/ (1) i15 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: IOFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT -1 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL_ ° PLATE LENGTHS MUST BE AT LEAST 8'-O" LONG. TYPICAL OVER STUD °o °a' o °aaa T�'RIC; 4L INTERf OR NON= 2 x (o 0IN.) FR741-1E 5E74RIN UJOOD FRX4 E WALL UJALL I4E 4DER DETAIL TOf FL4TE 5FLICE D T,41L t'l U51= NTT1(o N SCALE: N.T.S_ SCALE: N.T.S. �� SCALE: N.T.S. 14 SCALE. NTS F= 2240 LBS USP 5PT4 5Pfi24 USP 5PT4 5PT24 C �F USP 5PT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING HEADER SUPPORT NO, OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2" x 4' WALL 2" x 6" WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4" (1) (2) (1) (2) 4'-9' (2) (3) (2) (2) 9'-1&" (3) (3) (2) (3) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN NOTES FOR 5EE FLOOR PLAN FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION ® OPENING6 LESS THAN OR EQUAL TO (o'-O" IN WIDTH DO NOT 2X CRIPPLES 9 16" O.G. 2-ROW512d NAILS STAGGERED REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ USP 5PT24 TYP. 12' O/C EACH FACE OR 2X4 STUDS 6 24" O.G. �� \ \ \ OVERLAPPING 5/8"x10" "J" BOLT a 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 USP SPT4 X4 P.T. PLATE \\ \\� \ \\ \ TRAN50M FRAMING \\\ \ SEE SECTION AA/51 AND BB/Sl FOR ADDITIONAL DETAILS \\ 1 RECESS LINTEL AILED INTO TRANSOM FRAMING SP 5PT4 SF 5PT22 USP 5PT4 - 106 NAILS 6 6" STAGGERED NGHOR BOLTS a 24' O.C. MAX 2X4 P.T. PLATE (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY KO, BLOCK WIN) $E, CONT. 4 FILLED ANCHOR BOLT ° aA TOP AND BOTTOM ° ° MASONRY WALL FLOOR FLAN. 3-ROWS 12d NAILS STAGGERED 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM PLATE xWHEN STUD LENGHT GREATER HEADER 5L 0GCO�JRS INS COR\1ER INTER��T I ON IS LESS THAN 12" USE � TYi�IC,'4L 1=IL.LED LINTEL >455E>��L� L5TA30 STRAPS AT SCALE: N_T_S. EACH STUD WRAPPED 5/8"x10' "J" BOLT s 24' O.C. MAX. SCALE: 3/411 C/��J 1' 4 OVER TOP PLATE 4 USP C (MIN. (2) PER BOTTOM PLATE) C NAILED TO HEADER USP SPT4 SPT24 SP SPT4 EACH SIDE W/ 11 - 10d DOUBLE 2 X 12 02 SYP 1 5/8" g" 1 5/8" 8" T 5/8" 8" TRUSS BOTTOM CHORD OR NAILS 2x4 BLOCKING W/ 2-16d TOE 5 HEADER W/ 1/2" FLITCH .... 10d NAILS g _ _ _ _ _ _ IOd NAILS 8' PLATE (UN.O.) �AGGERED d NAILS 6 O.C. — — — — — — — NAILS EACH END O/C TYP. FILLING AND BLOCKING AS — =�� \ 4' A SOLID AREAS ARE ❑ SOLID AREAS ARE REQUIRED FASTENED TO \�\� �\ STAGGERED c C TRANSOM FRAMING STEEL AND GROUT STEEL AND GROUT U DOUBLE 2"x4" �� BEYOND. ❑ ❑ HEADER W/ (2) ROWS OF 12d � � \ ❑ Q CRIPPLE STUD \ \ AILED INTO 16" O/C UNLESS NOTED \\� „ 3 5/0' 25 GA. MSG z 0 TYPICAL (U.N.O.) \ \ TRANSOM INTERIOR ❑ SAW CUT TO l0 1/2 SAW CUT TO l0 1/2 ❑ FULL Sx8x16 BLOCK OTHERWISE \� ❑ STEEL TRACK RUNNER \\�\ FRAMING PLYWOOD WALL 3 5/8' STEEL STUD 6 24' TRANSOM FRAMING \\\� c E SHEATHING 2 x4 STUDS TYP. \ PLYWOOD FASTENED TO TRUSSES OO—DOOR OPENING —*DOOR OPENING DOOR OPENING—� O.C. MAX W/ (2) NO. 8 x 5/5' SEE SECTION AA/Sl AND �\ \ WITH 8d COMMON WIRE NAILS -T 4" S� WAFER HEAD SELF SEE PLAN FOR REQUIRED BB/51 FOR ADDITIONAL \ O/C BOUNDARIES 6" O/C EDGES B DRILLING TOP 4 BOTTOM CONNECTIONS DETAILS \\ 4 8' O/C FIELD EXTERIOR ❑ ❑ p USP PLYWOOD WALL ❑ ❑ ❑ 3 5/8" 25 GA. MSG Oo Ooip , SPT22 SHEATHING STEEL TRACK RUNNER N/�,G P.T. BOT. PLATEMASONRYSP MASONRY W/HILTI X-CFNAILSOR -- ❑--------101 ❑ __ _ � _ — — — _ _ _ EQUAL a 12" O.C. 6X6 W1.4XW1.4 WWF OR LINTEL SPT4 USP WALL BELOW ANCHOR BOLTS 624" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) "* HOLD DOWN CONNECTIONS SPT4 1ST COARSE 2ND COARSE 3RD COARSE FIBERMESH NOT REQUIRED BEARING " WALLS WITHOUT UPLIFT a a a 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 IS TO BE �� EFR T I PLATE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. T` FIGAL INTERIOR NON= BEAfRINGr METAL FRAME LUALL SCALE: N.T.S. �� FR4MING DETAILS 45OVE ENTRY ,45ONR�i L A"rOL�T i-; 5/8 xl0„ " J" BOLTS e 24 O.G. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �4 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 Z Lu s�Mo z �W�� rn z m zQ9 w WJu �o Ln Ln LL1 LL1 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, 51GNED 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 R 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/Sb FOR HANGER CONN. 06.24.11 4.03 REVISED ROOF SHEATHING ATCIPF=WAI VERSION NO. 4.03 / 06.24.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 (� THUY H. HUYNH, % P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 EAL: y. �;" • _ •• f 4tQ . •~ice\' -e • � ' T TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS S4 • H Q ST3 OR 54.1 54.1 STANDARD L_#5 C NT, IN 90° HOOK HEA ER BLOCK FINISH FLOOR 2 "x /v "x 8" LONG W/TAPCON ANGHORS (4) 3/1ro" x 3 1/4" CENTER BLOCK 'a FILLED CELL SEE SECTION I°I FOR LOCATION I I.I I I IOd x 3" e O.C. 2x4 "T" CMU BLOCKS 2x4 STAKE W/1`11N. 2'-0" CS) 10®I x 3" PENETRATION INTO SOIL \\\/-\ �_ MONO FTG. REFER TO � I' FOUNDATION FOR 51ZE 4ill REINFORCEMENT CLEAN POISONED 4 COMP. SOIL (95io 4 STANDARD STEM ALL FTG. REFER TO MODIFIED PROCTOR 90' HOOK 5T3/ 4J OR ST4/54.1 FOR PER ASTM D1557) 51ZE $ REINFORCEMENT 15 BAR IN CELL FILLED a 10' Q SOLID W/ GROUT Q d d Q dQ d d 4 �T1 MONO TO 5T MUJAL=L= FOOTING SCALE: 3/4"=11_01, 20" 05 VERT. REBAR LINE OF STEM WALL FTG. L '5 REBAR TIES TO ® IXK (2) CENTER RE15AR5 Ln I IN FTG. W/ WIRES 88 tI I n INT. MONO FOOTING TO STEM WALL DETAIL SCALE: N.T.5, �4_ #5 VERT. REBAR LINE OF STEM WALL FTC. IL I I I cc ALT. INT. MONO FOOTING TO 5TEM W,4LL DETAIL SCALE: N.T.S. �41 NOTES O ERECT TEMPORARY BRACING PRIOR TO SETTING B GOMPACTINCz BACKFILL. 2O BRACING TO REMAIN IN PLACE UNTIL POURED SLAB IS FULLY CURED _r5T2 5,4CE D E TA I L ��.1 SCALE: N.T.s- CUT 8 REMOVE MASONRY BLOCK IN #5 VERT. REBAR STEMWALL AS SHOWN LINE OF STEM WALL FTG. IN HATCHED AREA. TOP OF SLAB '5 VERT. REBAR -- ----- ---- SLAB EDGE zX - LINE OF INT. MONO FTG. #5 REBAR TIES TO ° ° :w (2) CENTER REBARS STEM WALL I IN FTG. W. WIRES PER PL .4N REINF. IN FTG. 05 REBAR TIES as PER PLAN SECTION E35 TO (2) CENTER RE15AR5 IN FTG. LINE OF INTERIOR W/ WIRES FTG. I 2 1/2 BLOCK 8" CMU STEMWALL (SEE AA/53 OR JJ/5(o FOR ADDITIONAL INFO-) 05 VERT, REBAR REINFORCEMENT IN FTG. PER PLAN TOP OF SLAB ° d ° I LINE OF INTERIOR MONO FTG. 3 g a (2) #5 REBARS BENT AS LINE OF FOOTING SHOWN AND TIE TO CENTER PER PLAN REBARS IN FOOTING SECTION CC INTERIOR MONO FOOTING TO STEM WALL [DETAIL CO SCALE:N.T.S. 1 I SLAB EDGE I I I LINE OF INTERIOR FTG. DD ALT. INTERIOR MONO FOOTING TO STEM WALL DETAIL SCALE:N.T-S. ��.1 CONC. SLAB r®Xro UJ1.4XLJ1.4 JJ Z OR FIBERMESH /o MIL VAPOR!%��;�� HEADER BLOCK U.N.O. W/ (1) #5 CONT. CLEAN POISONED AND COMP. SOIL. (95% MODIFIED PROCTOR PER ASTM D1557) (1) #5 VERT. IN FILL CELLS (SEE FDN- PLAN FOR LOCATION) ILLI z-A yOL cJ) 4"x4" INSPECTION PORT AT EACN rF-L FILLED CELL TYPICAL NOTE: ADD 05 e z 48" OC MAXIMUM T- IN STEMWALL BELOW WINDOW P//V OR DOOR OPEN ING5 (3) #5 REBAR --I '/y Y'Y/v � ��'� . ,,� , _ 2_4' STD. 90°NOOK CONT. ON 3" CHAIR (SEE DETAIL) 12)LALT. STF-IWALL= DETAIL ,4.1)) SCALE: 3/4"=1'-0" #5 REBAR TIES TO (2) CENTER REBARS IN FTG. W/ WIRES a� z c1 < LINE OF INT.— MONO FTC. CUT s REMOVE MASONRY BLOCK IN STEMWALL AS SHOWN IN HATCHED AREA, HEADER BLOCK 8 CMU STEMWALL (SEE AA/53 OR JJ/56 FOR ADDITIONAL INFO.) STEMWALL FTG. PER PLAN 05 VERT. REBAR /—TOP OF SLAB PER PLAN SECTION AA STEM WALL FTG, PER PLAN REINFORCEMENT IN FTG. PER PLAN TOP OF SLAB A ° a °n ° ° a a LINE OF INT. F MONO FOOTING (2) #5 REBARS BENT AS SHOWN AND TIE TO CENTER REBARS IN FOOTING LINE OF FOOTING BEYOND SECTION DE) C1) #5 VERT. IN FILL CELLS (SEE FDN. PLAN FOR LOCATION) W z �L CONC. SLAB N� ,I W1.4XW1.4 WWF z OR FIBERT IESH FIN FLOOR Y QL BARRIERPOR OL HEADER BLOCK U-N.O- #3 TIES 6 LJ/ (1) 05 CONT. 3io" O.G. -" #5 e 3 2 " O.C. OR #6 40" O.C. MAX, PROVIDE ADD'L DOWEL �� z ALIGNING W/ FILLED CELLS ABOVE " CLEAN POISONED AND COMP. SOIL. C95io\/\ MODIFIED PROCTOR PER ASTM D155T) c a 4 ° (\ p C3) #5 REBAR 4° CONT. ON 3" GIHAIR 3'-O r,5T ALT. ST M�JALL= DETAIL &4.1 SCALE: 3/4`=1 -O 4"x4" INSPECTION PORT AT EACH FILLED CELL T'T'PICAL 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL STD. 9m °HOOK (SEE DETAIL) REFER TO DETAIL ST2/54.1 FOR TEMPORARY STEM WALL BRAGING_ DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com a o T� N zw CD > C"O za � 111.1 g>'=n a m� N n w LLI wo J Ln mi ul Ln V) W Lu 0 Q Z Q I— 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 R301FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10. 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. 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 01.28.10 3.00 ADD ALT. ROOF H N R TILER 1 1.12.10 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/56 & F/S6 FOR HANGER CONN. 06.24.11 4.03 REVISED ROOF SHEATHING AT FIREWALLS VERSION NO. 4.03 / 06.24.1 1 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 o IRWIN J. BENSON, P.E. #49758 MF._.SEAL: 17, SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.1 1 DRAWN BY: DZ REVIEWED BY: TH/AS S4,01 r 0 H 00 0 �r— �J MO r— L0 SEE STRUCTURAL NOTES AN[) NAILING TOENAIL W/ (2) I(od NAILS SCHEDULE FOR SHEATHING DETAIL 2 "x4' OUTLOO<ER - TOP CORD s 2 4 O.C. Z BLOCKING FOR FIRST FOUR ROWS OF 45' TRUSSES -s EDGES OF 2x4 C_Rd�S BRACE SHEATHING APPROX, 0' FROM TYPICAL RIDGE FASTENED AT EACH JOINT W1 (2) 10d 4 (2)10cl TOE NAILS e EA. END 2x(o P.T. 1 TRU55 VERT. WE5— SILL OIr �X. SPACED @ 48' OIC Z. 2x4 PANEL BLOCKING -a 46' O.C. FOR THE FIRST 6-0' OF ENE) WALL FROM EA. ENID TYP. 50TTOM -d TOENAILS CORE) ATTACHED W1 (2) I(o I 1 1 1 2x4 'T" ON TOP OF PANEL BLO FASTEN WITH 10dx3" -s 4" O/C 5/a' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED J WITH &d COOLER NAILS OR 1 1/4' LONG DRYWALL 5CREW5 COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL 6 4' O/C TYPICAL 5/a'x 10' "J' BOLT 6 32' O.C. MINIMUM (o' FROM PLATE SPLICES W1 3/I(o`X2'0 PLATE WASHER 3ECTION SCALE. N.T.5. SEE STRUCTURAL NOTES CKNAIL W/ (2) I(od NAILS 5ACKNAIL W1 (2) I(od NAILS AN[) NAILING SCHEDULE F R SEE STRUCTURAL NOTES SHEATHING DETAIL USP RTI(o OR EQUAL 2'x4' AN[) NAILING SCHEDULE 2x4 OUTLOO<ER 24' EA. OUTLOOKER EE SEE STRUCTURAL �U F R LL JE L OUTLOOKER E NOTES AND NAILING 6 24' O.C. x SCHEDULE FOR 24" �IAX. V24 TOP CORE) 45*± 45'± 2X4 CONTV BRACE J011 TOP CORD BLOCKING -,-' U6P RTI(o OR EQUAL e SHEATHING DETAIL F� U, LISP RTlro OR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS ')KER 4" 1-1.4/. EA. OUTLOC EQUAL 's EA. FIRST FOUR ROWS OF 3"s 24' O/G. GMID OF TRUSSES w EDGE5 7 \�� 2'x4' CROSS BRACE OUTLOO<ER TRU55E6 Q EDGE5 HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE APPROX. 0' FROM "L' BRACE TO EXTEND OF SHEATHING 7�rl=. KI NER 2X4 KICKER 11 2x8 5YP*2 V BRACE TO 2x4 CRO55 BRACE APPROX. RIDGE FASTENED AT AT LEAST 130% OF WEB 5�_O�K 'OX -S 51-01 O/C� EXTEND 'a LEAST 130% U5P a' FROM RIDGE FASTENED AT EACH JOINT W1 (2) LENGTH (SEE TABLE) L 2x4 CRO55 BRACE OF WEB LENGTH 4 NOTCH 6 E30TTOM 5PT4 6 E EACH JOINT W/ (2) IOLI 4 (2) 106 4 (2) 106 TOE - NAILS e EA. ENE) GABLE TRU55 APPROX. 0" FROM RIDGE FASTENED AT CHORE) (SEE TABLE) 5TUD 10d TOE NAILS -6 EA. ENE) 1/2' CDX PLYWOOD OR EACH JOINT W/ (2) U5P RT3A WITH a-Od 2X(o FRAMED WALL - SEE 2-4 PANEL BLOCKING 45' O/C FOR THE 111(o' 055 5HEATHI NG 10d $ (2)10cl TOE 1 7 FROM LEDGER TP ALL SECTION FOR SPACING FIRST (4) ROWS OF ATTACHED W1 Iod NAILS 6 EA. ENID 1 BLOCKING '-"_GA5LE 1/2" CDX PLYWOOD OR 7/1(o' TRU55E5 FROM EA. NAILS 6 6" O.C. EDGES -GYP5UM WALL BOARD TRUSS SHEATH ING ATTACHE[) END TYP. TOP 4 AND 12' O.C. FIELD 2'x4" PANEL BLOCKING -0 4a' O.C FOR THE FlReIT� CDX PLYWOOD OR W1 10d NAILS a V O.C. EDGES E30TTOM ATTACHED IOCIX31 -s 31 O/r, (4) ROWS OF TRU55E5 FROM EA. ENE) TYP. 111ro' 056 SHEATHING AN[) 12' O�C. FIELD W1 (2) 16-d TOENAILS THROUGH CHORD 4 1 L 5A BOTTOM CORD ATTACHED W/ (2) l(o-d TOENAILS ATTACHE[) W/ 10d (2) I(od NAILS INTO 2'x(o' P-T. PLATE 2'x4" LEDGER (MATCH BOTTOM CHORE) NAILS -6 (o" O G EDGES U5P RTI(o OR EQUAL -5 EA. OUTLOO<ER 5AC<NAIL W/ IL!5 2x4 5LOC,<ING 2x4 OUTLOO<ER e 45" C.C_ '� � Irocl NAIL s 24" O/C V 5RACE TOP CORD ATTACHED W/ W, BLOCKING FOR tAx 106 NAIL& 6 4" tv 41 FIRST FOUR ROWS O.C. T'YFICAL OF TRUSSES -s 4 m EDGES OF G,45LE TRUSS WEE3-� SHEATHING TYP DOUBLE "L" 5RAGIN6 DETAILQ --�'L` BRACE TO EXTEND AT LEAST'�O% OF WEB SCALE; N.T.S. LENGTH (SEE TABLE) /--1.3ABLE TRU55 2x4 "T" BLOCKING 1/2' CDX PLYWOOD OR 2x4 E3LOC:<ING 111(o' 055 SHEATHING 46' O.G. ATTACHED W/ 10d NAILS "L" 5RAGE -1rod NAIL 6 (o' O.C. EDGE5AND 12' ATTACHE[) O.G. FIELD lob NAILS 4' (2) l(od NAILS O.C_ TTIP I G L - 2x4 'T' ON TOP OF PANEL FASTEN WITH GiABLE TRUSS UJE5 BLOCKING, V 10clx3' G 4' 01C 5INGLE 1" 5RAGING DETAIL/-� . . 2x4 PANEL BLOCKING 4 2x4 BLOCKING 5/0' OR 1/2" CEILING DENSE GYPSUM WALL WEEP 5CREED SLOPE OF ADJACENT SCISSOR TRUSS) AN[) 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS BOARD FASTENED WITH &d COOLER NAILS SP HGAIO 3(o' SCALE; N.T.S. INSTALLED PER MANUP. 2'x(o' P.T. SILL NOTCH V BRACE HERE OF TRU55E5 FROM EA. END A- -\-2x4 "T" ON TOP OF PANEL OR 1 1/4" LONG DRYWALL SCREWS O.C. z C REFER TO SECTION ]A ON SHEET 55.1 FOR U5P HGAMIO W/ (4)----� z CHORD BLOCKING 311(o'xl-314' WEDGE 11 INFORMATION BOLTS 4 (4) 5DS WOOD RU55115 1/4' x 1 1/2' 6CREW5 z --2x4 RAT RUN BRACING AT 24' O.C. ON TOF OF 50TT. CHORD FOR 4 RU P 5 ATTACHED W/ 2 - 1(od AT EA. TRU55 JOINT 2x4 BLOCKING 6 24' 1/2' HIGH STRENGTH OIC, W/ 2 - I(od 5/01 GYP. UJB W/ I 3/a TOENAILS 's EA. END DRYWALL NAILS OR MASONRY WALL DRYWALL 5CRELU-5 I' O/C CEILING 4 8" O/C ARCHITECTURAL FINISH WALLS _1 DIAPHRAGM M015TURE BARRIER 5/8' x 10' 'J' BOLT a 4a' O.C. TYF. TOP 4 E30TTOM ATTACHED BLOCKING, FASTEN WITH DBL. TOP 'D WEEP 5CREED W1 (2) I(o-d TOENAILS 10dx3' 4' O/C COMPLYING WITH A5TM C1002 FOR FIRST PLATE )f 5TUD WALL BLOCKING a EXT. WALL CONN. U5F` HTA20 OR EQ. 6 &'-0" O.C. TYPICAL. INSTALLED PER MANUR &'-0" FROM ENE) WALL 4' O/C TYPICAL (SEE TYRSEC.) 48' O/C NON LOAD BEARING LCC,4TION ' ' 1 -U5P PTA20 e EA. TRUSS ALTERNATE U5F L5TAIO STRAIGHT STRAP -@ 4 -0 M015TURE 5ARRIER DENSE 5/0' OR 1/2' CEILING 2x4 LEDGER (MATCH 50TTOM USP 5f=724 6 EACH STUD- VERT. WEB (24" O/C MAX.) OIC, ALIGNED WITH GABLE WEB. ATTACH TO TRU55 GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT W/1-10dx] 1/2' AND TO MA50NRY W1 (3) 311(o'x 2 1/4' WITH 5d COOLER NAILS OR 1 1/4" TRUSS) 3ECTION �4 NOTE: IF EMBEDDED TAPCON5. SECTICN LONG DRYWALL SCREWS I( COMPLYING WITH A&TM C1002 SECTION SCALE: N.T.6. STRAP MISSED VERTICAL FOR FIRST 8'-0' FROM ENE) WALL WE5i USE SIMP60N SCALE: N.T.5. -s 4' OIG TYPICAL SCALE: N.T.5. M5TAM3(o ON OUT51DE xi (2) 2' x 4' LAMINATIONS W1 (1) ROW (3) 2' x 4' LAMINATIONS W1 (1) ROW (3) 2' x 6" LAMINATIONS W1 (2) ROWS zERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE OF STAGGERED 10d COMMON WIRE NAILS OF 5TAGC (D = 0.148', L = 3') OR EQUAL (D = O�?01', L = 4 1/2 ") OR EQUAL N,4 I L 5 (D = O�2 01', L = 4 1/2') OR EQUAL NOTES; 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2' LAG SCREWS OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OFF051TE SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PL"r) 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 114' DIA. x I" LAG SCREWS OR EQUAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) (o) REFER TO NI:)5 SECTION 15.3 FOR ADDITIONAL INFORMATION I(od COMMON NAILS. (ONE INTO EACH OUT -SIDE FACE OF 5.U.C., SAME NUMBER OF ROWS, SAME SPACING) T'T�FIGAL NAILING &CHEE)�LE6 FOR 5IJ1LT=Uf= COL��IN,5 G A L E N. T. 6. 1INIMUM 2'x4' ;RO55 BRACING SEE PLAN FOR OCATION5) (2) i(od PER JOINT L-CONTINUOU5 50TTOM CORD BRACING 2'x4' MIN. C fRO 66 E5 fRA C I NG D Ei TA I L (r' 7 SCALE: N.T.6. G;,45LE ENF,) 5f;P,,4G1NC_-; DETAIL ad -a (010/C TRU66E6 USP HGAMIO W/(4)-3/I(o'xI-3/4' WEDGE BOLTS 4 (4) 5D5 1/4' x 1 1/2' SCREWS 2 x 4 BLOCKING W/(2) IOGI TOE NAILS 1w EACH ENID 24' OIC. (TYP) \-BRACING WK3) 10d x 3' '@ EACH CONN. 24' OIC M015TURE BARRIER \_50ND BEAM 11��MA50NIRY WALL ARCHITECTURAL FIN15H EXT. WALL CONN. lo) NON - L0,41) E3E,4F,lNG LOCATION (�NEVEN C;LG.) (��F= SCALE: N.T.5. SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 2'x4' OUTLOOKER, 6 24'- O.C. W1 (2) 10d PER JOINT TOP CHORD BLOCKING FOR 15T-] FOUR ROWS OF TRUSSES, U51NG (2) I(od TOE NAILS is EA. END MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION IOCIX3' O/C 2'x4'-J (01 O/C RUNNEF TYPICAL '12" MAX. _V_ ALTERNATE NON-DROF G,45LE ENE) E)ET,41L SCALE: N.T.5. SCALE: N.T.5. f='fPOf='EfR IN&TALLATION *5 REBAR (TYP) FILL 50LID 5TD. 150' HOOK (TYP.) 50TW CELL57� L11 i t_1 4, � NOTCH LUE5 AT THE FIRST 2 COURSES LED CELL PER FOUNDATION PLAN ''L" 5f;�,AGING f;�,)E0J1f;PEr1ENT,5 STUD SPACING NO "L" BRACE (1) 2'x4' (UN.O.) "L' BRACE 2'x(c (U.N.O.) 'L " BRACE 24' 010, - 31-0" 3.-0. _(' 0-0. (o'-O' 4 GREATER 5G1550fR G,45LE (1) 2"xa" *2 E,4CH I/EfRTIG,4L 4ND (2) 2"xO" FULL HEIGHT 6 [)I,4FPfR,4G�1 BLOCKNG NOTE: 1) "L." 5RACE t'1U5T EXTEND AT LEAST SO% OF WE5 LENGT�4 EXCEPT, SCISSOR GABLE LUI4ICP REOUIRE& 15RACE TO EXTEND FULL HEIG�4T OF GA15LE. 2) "L." IBRACE TO 5E FASTENED TO G,45L-E STUD WIT�4 IOr'1x3` NAILS -5 4" 01C. 'L'5RACE LU/ 10d 6 4'O/C (BEE SCHEDULE FOR SIZE AND LOCATION) G,45LE END 5FRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION SCALE: 3/4'=I'-O' PRE-ENGINEERED WOOD TRUSSES GABLE TRU55 TRUSS VERTICAL SEE TYP. WALL SECTION FOR SCALE: 3/4' 1'-0' ADDITIONAL INFORMATION. (2) VxV V BRACE FASTENED WITH (3) I(od PER SIDE 5GI55OR GABLE 'IT" 5RXE AS PER 1115 '31 5GALE: N.T.5, 55 UN,4CCEf=T,45LE INSTALLTION DO NOT DO T�415 41ll 11100, 15 RE5AR (TTP*,�** 4%p 4%P I - **_�- SM. W. HOOK (TYP.) I Nv NOTCHmlv FIRST COURSE 41�* 411111 FILLED CELL IN5TALLATION f 14 SCALE: N.T.5. CVEFRL4F Tf;RL155 5fR,4CING AT LEAST TWO TRU55 SPACES 'MINIMUM (2) I(od PER JOINT \-MINIMUM 2'x4' TRUSS BRACING Tf;�,L�55 E3F,)/4C1Nr_:; OVEF�L,41= DETAIL 6 -1 EACH STUD SCALE: N.T.5. OVERLAP ENID JACK I)xu IV, \ I COR�ER JACK ( r, UE'LIET GONNECTION5 �-ilf= FfR,4�11NG Ci 7 tu IL 20'-0' M,4X 'X' BRACE SEE DET. J/5 20'-O'M,4X - -TCORD BRACING 2 CONT INUOU5 50761-1 'X4' MIN. � I x y: _q E Lu Lu Lu > I 0 x < I I I Lu X 0- <1 >_ 1: 1 NOTE: 1) SEE TRUSS MANUFACTURER'5 TRU65 ENGINEERING /TOP 4 50TTOM CORD GUT SHEETS FOR ADDITIONAL PERMANENT BRACING GA5LE ENID 5RAGING IT THAT MY 5E REQUIRED 4'-0' 0,C. MAX. FOR 2)'T' 5RACING MAY 5E USED IN PLACE OF FEWANENT FIRST (4) ROWS OF TRUSSES 5RACIW-i PROVIDED IT EXTENDS OVER AT LEAST (30% OF THE WE5. FEQU1FErD �IINI!"IU�l f=EfRt"1,4NENT TRU55 55�AGING FLAN L a AS PER 5C;6I 1-03 SCALE: N.T.5. SCISSOR TRUSS 2X4 BRACING 6 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W1 2-10d 6 EA. TRU65 (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR 50TTOM OF THE 50TTOM CORD) IC DROPCEILING FRAMING 5C15,5OR TRU55 W1 DROF CEILING BRAGING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION 12 MAX. OU15LE TOP PLATE WOOD FRAt'IED GiABLE ENE) BRACINr_� IDETAL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL SCALE: N.T.8. NOTES FOR WIND SPEED SPECIFICATION DANSCO ENGINEERING, LLC P.O. BOX 34M Apollo Beach, Floddo 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com Z Lu 4 V) 5: 1� I'm, 0 C, < LL LU > V7 z < m z w .2 z -i U ui a In In Ln —4 01) Lij ui z 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 R301FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE. THIS DRAWING AND DESIGN 11 VALID FOR 11 MONTHS AFTERTHE 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. 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 DI FFPC 2D07 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF ROOF 11.12.10 4.00 ADD STEM WALL DErAJLS 04.20.11 4.01 1 ED N N-DROP 0 � ET IL QABI D A 06.10.11 4.02 REVISED J/S6, B/S6 & F/S6 FOR HANr�PPCQNN. 06.24.11 4.03 REVISED ROOF SHEATHING I AT FIREWALLS VERSION NO. 4.03 / 06.24.11 CA 25948 D SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 EAL: No. &J�T22 2 r SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS S5 Awl co 0 C) 0 Cy) r— LO (1) $5 VERT. IN FILL GELL5 (SEE FOUNDATION PLAN FOR LOCATIONS) ARCHITECTURAL FIN15H 2x FURRING 6 16' O/C (45 REQV.) (EXT.ONLY) Ix4 P.T. BASE NAILER (AS REOD.) 4'x4' INSPECTION FORT 31/4'BA5E BOARD (AS REQV.) AT EACH FILLED CELL TYPICAL roxro WlAxWIA WU.F OR FIBEWE5P NOTE: Ln 1) MA50NRY WALL PROVIDES 2-HR C"i \� PROTECTION PER UL-U�05 (A6 REQ'D.) 2X4 BLOCKING .91 O.G. MAX. UJ/ (2) I(od MIN. 2500 P51 TOE NAILS @ EACH ENE) 4 GLUED TO CONIC GLAB 5TD 900 HOOK 0 31/2 t-1 IN. 0 TYP. SEE 1,4/53 FOR ONE 570RY 4 ISIS& FOR TWO 670RY REINF. INFO CLEAN POISONED AND COMP. 501L.(135% MODIFIED PROCTOR PER A5TM D1551) . ROOF SHEATHING (SEE DETAIL ON 5HT. 53) 3 112' MIN. 2X4 LEDGERs 48' O/C MAX. vERTIC;ALLLT' NAILED To 4 TRU55 WEE35 W/(2) bd (TYP.) (o MIL VAPOR N\E T BARRIER ROOF TRUSS 6 24 H 2'- 0 (TW T Y)/ PRE ENGINEERED s 8" R 8" ,TION 2440UR �1,45- FIREWALL UJ/ 5TEFD 5EC 5C;,4LE: -3/4`=I'-0" O.G. i1AX. 1/2' x (o' WIDE DEN5ARMOR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS 6 EA. SIDE OF STEEL 'H' STUD (ONLY REQUIRES IF ATTIC; AREA 15 ACCE5515L.E.) 2' FLOOR RUNNER W/_ 3116' DIA. x 1 3/4' TAFGON5 -@ 16" C.G. NOTES: (SEE DETAIL) 1) SEPARATION WALL IN THE R-3 MIN. INSUL. FER-�',' ROOF SYSTEM PROVIDES FBG (2001 ED.) 2-HRS PROTECTION PER 613-602.1.,415C.I.1 J GP WHI 495-0143 (1) 05 VERT. IN FILL-- 2) MASONRY WALL PROVIDES 2-HR5 CELLS (SEE FILL PROTECTION PER UL-U905 CELL PLAN FOR LOCATIONS) (1) 05 VERT IN FILL SELLS (SEE FILL CELL PLAN FOR LOCATIONS) 2x4 FT BLOCKING BETWEEN TRU65E5 W1 (2) lod TOE NAILS e EA. ENE) 4 (2) 3/16'4 3/4' TAPGON5 INTO CMU WALL CL 3/,d' PLYWOOD [DECKING GLUED AN[) - I A NAILED W1 Od COMMON 6 (o' O/C EDGES AND 12" O.G. FIELD 1/2' GYP. W.B. OR 3/0' 1/2" HIGH STRENGTH OR 5/8' GYP W5 W/ ALUMINUM LYWOOD/TYPE 2-M-W I 3/a" DRYWALL NAILS OR DRYWALL DIRIP EE)GE 055 (DRAFTSTOPPING) 5CIRW5. I' CIG CEILING $ 5' O/C WALLS LU!"11NUM FASCIA TO BE NAILED W1 ad COMMON e 6" O/C TO ONE I' P.T. NAILER 12 2x4 &UB F,45CIA 2" ALUMINUM AN AREA 1000 5Q. FT 4 U.N.O. 51DE OF FLOOR TRUSS PC MOISTURE BARRIER VENTILATE[) SOFFIT 5EALED FENATR,4TION 5TD.90' HOOK (SEE DETAIL) a'Xa"XI(0` GONG. KNOCKOUT BILK. AREAS W1 FOAM. LU/1$5 ROD GONT. FILLED W1 GONG. DRAFT5TOPPING SHALL (1) 15 VERT IN FILL CELLS (SEE DIVIDE THE CONCEALED FILL CELL PLAN FOR LOCATION5) SPACE INTO APPROX. I(o` FLOOR� R4.2 MIN. IN5UL. EQUAL AREAS. 6YSTEM Ix P.T. BASE NAILER 4.'x4' INSPECTION FORT AT EACH FILL CELL TYPICAL 2x4 PT BLOCKING BETWEEN TRU65E5 W/ (2) l0d Lu TOE NAILS S EA. END 4 (2) 311(o"x2 3/4' TAPGONS INTO GMU WALL 3/4' F`LfWOOD [DECKING GLUED AND NAILED W/ Ed COMMON 6 (o' O/C EDGES AN[) 12' O.C. FIELD 1/2' GYf=. WB. OR 3/8' PLYWOOD /TYPE 2-M-W 055 (DRAFT5TOPPING) BE NAILED W1 Od COMM e (o' O/C To ONE SIDE OF FLOOR TRU55 FOR AN R4.2 MI AREA 1000 5Q. FT 4 IN5UL. 5EALED FENATRATION j DRAFT5TOPPING SHALL AREAS W1 FOAM. DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREA5. 16" FLOOR SYSTEM DIAGONAL WEB 15 REQD TO TRANSFER PERP. DIAPHRAGM LOAD (MIN. 200 PLF) TO FLOOR DIAPHRAGM (,AT EXTERIOR WALL ONLY) 1/2' HIGH STRENGTH OR 5/8" GYP W5 (OR 5/0, -GYP. TYPE `X' 6 GARAGE W1 A HAE31TABLE ROOM ABOVE) W/ 1 3/5" DRYWALL NAILS OR DRYWALL &CRWS. I" O/C CEILING 4 a' O/C WALLS Ix LUC) FURRING a 24' O.G.- MIN. 2500 PSI GONG. SLAB MIN 3000 PSI GONG. 5LAB� FOR HERNANDO GO. ONLY) (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4;12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH < 4:12. PRE ENGINEERED WE) TRU55 -a 24' O.C. MAX, SHINGLE ROOF 15 L5 ROOFING FELT (SHINGLES) HURRICANE ANCHOR 6 EACH TRU55 (5EE UPLIFT 5CHED.) UJ/ METAL FL. UNDER EA. TRU56 TO OUTSIDE OF WALL. 1116' 0.5.5. (FOR 6HINGLE) OR 5/8' 055 (FOR TILE) FIRE RATED OR REG. PER ROOF PLAN SEE ROOF NAILING 5GHED, ON 5HT. 5NI T CL ('0 LI) 0- <1 THD410 TAPGON5 PLACEMENT DETAIL _1/ LITE TEXTURED -1---DECORATIVE FIN15H UPPER FLOOR Adf__� 5TD.'�O' HOOK (SEE DETAIL) 8'X6'xl(o" GONG. KNOCKOUT BLOCK W/ (1) 05 ROE) GONT. FILLED 50LID W1 GROUT THD410 HANGER W1 20-10d 4 (14) 311(o"xl 3/4' TAPGON5 (SEE THID410 - TAPCONS PLACEMENT DETAIL) Ix P.T. BASE NAILER ARCHITECTURAL FIN15H (1) 05 VERT. IN FILL GELL5 (SEE w FOUNDATION PLAN 4 NOTES) 0 ti) (L zT, 4"x4' INSPECTION FORT AT EACH FILL CELL TYPICAL - --------- I-le I C�) FIN15H GRADE Z . (ox(o WI.4xWI.4 LUWF OR F15E 5H ///>x STD. 130' HOOK (3)#5REE3ARON3'GHAIR-/ (SEE DETAIL) W/3" MIN. CLEARANCE T'�'F 2 = 5TCRN� WALL 5ECTION 5CALE: 3/4'=I'-0` (1) LAYER 1/2' HIGH STRENGTH OR 5/5'GYP, WB. (OR 5/5'GYP. TYPE `X' 'a GARAGE W/A HABITABLE ROOM ABOVE) W11-31a' DRY WALL NAILS OR DRYWALL 5GRW6. I' C.C. CEILING, a' O.G. WALLS 1 4' O.C. EDGES (2) LAYERS I" DEN56LA55 5HAPTLINER INSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS W/ 2' STEEL H 5TUD5 BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING e 48' O.G. MAX. W/ (2) I(od TOE NAILS 6 EACH ENE) 4 GLUED TO ROOF SHEATHING 15 LB ROOFING FELT (SHINGLES) 1116" O.S.B. (FOR SHINGLE) OR 5/5" 055 (FOR TILE) SHEATHING UN-0. z'x__ 'X-FIRE RE515TANT 055 1/16" (FOR SHEATHING 4' ON EA. 511DE OF SHINGLE) OR 5/L3' (FOR TILE) PARTY WALL BREAKAWAY CLIPS AS PER GEORGIA-PAGIFIC SPECIFICATIONS 'a EACH SIDE OF EVERY OTHER STEEL 'H' 5TUD (40" OG MAX) IOFT OG VERTICALLY (1) LAYER 1/2" HIGH STRENGTH OR 5/0' GYP. LUB. W1 1-3/0" [DRYWALL R30 IN5UL. MIN. NAILS OR DRYWALL 5CREW5 7 C.C. CEILING, 8" O.G. WALLS 4 4" O.C. EDGES 2 x 4 5'T'P112 xl2' LONG 5CAB 6 E40H RBG GLIP W1 10d 'a 3" O�G� 5IMP5ON R5G 6 36' O.G. W1 (o - I0dxI 1/2' NAILS INTO TRU55 BOTTOM GHORD/5CAB 4 (3)1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING 5TRIP INSTALLATION (TYPICAL ON BOTH FACES OF WALL) -I x P.T. NAILER INSTALLED AFTER INSTALLING R5G's 0'x0`XI(o` GONG. KNOCKOUT BLK. W/1$5 ROE) CONT. FILLED LU/ GROUT 4"x4" INSPECTION FORT EA. FILLED CELL (TYF.) -Ix P.T. E3A5E NAILER 5T 90* HOOK /1' ..' ... THD410 74FCON5 PLACEMENT DETAIL I\ - (SEE DETAIL) 2ND FLR. THD410 HANGER W/ 10-10d 4 (L3) 3/1(o"xl 3/4" T,4PGONS (SEE THD410 7AFGONS PLACEMENT DETAIL) �-O"x0"x1b' GONG. KNOCKOUT BLOCK W1 (1) 05 ROE) CONT. FILLED W/ GROUT \-I" P.7. NAILER R-3 MIN. IN5UL. PER FBC (2001 ED.) 513-602.1.ABC.1.1 SGALE:N.T.5. 0' CMU LUALL----�_ DE3L. <.O._'_� BLOC;< PER DETAIL J/5(0. P.C. LINTEL PER PLAN. 3/4'PLYWOOD IDEC<ING PER J/56� U5P HTA20 Q 48' O/G, W1 4' EMBEDMENT INTO K-0. BLOCK 4 10-10d NAILS INTO BLOCKING 2X4 5YF*2 DIAGONAL (45') SHEAR BLOGKING5 BETWEEN BLOG<ING5 W/ (2) 106 TOE NAILS 6 EA- ENE). 5�4EAF�,) UJALL DE7,4L 5CALE:N.T.5. PRE- ENGINEERED FLOOR TRU55ES e 24" O/C MAX. 2X4 5YF*2 BLOCKING 40' O/C UJ/ (2) 106 TOE NAILS e EA. END (TYP.) a' CMU LUALL 2X4 BLOCKING -a 4a' O.r- MAX. W1 (2) I(od TOE NAILS 'a EACH ENE) 4 GLUED TO ROOF SHEATHING 2X4 LE-DGER s 4a' 01C MAX. VERTICALLILY N,41LED TO TRU55 LUE55 WK2) 8d (TYP.) PRE ENGINEERED ------- ROOF TRU55 w 24" O.G. MAX. 1/2' x (o' WIDE DEN5ARt-IOR PLUS FIREGUARD G OR TOUGHROCK FIREGUARD C GYPSUM BOARD BATTEN STRIPS e EA, SIDE OF STEEL "H' 5TUD (ONLY REQUIRES IF ATTIC; AREA 15 4CCE551151_E�) 2 x 4 5YP*2 xl2' LONG - 5CAB EACH RsG CLIP W/ loci 6 3 O�C' 5IMP50N RBG v 36" O.G. LU/ (o-10dxl 1/2" NAILS INTO TRU55 E30TTOM GHORD/5CA5 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY - NOTE: IRBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2' FLOOR RUNNER W1 3116" E)1,4.---/ x 1 3/4" T,4FGON5 e 16" O.G. 5TD.'30* HOOK (SEE DETAIL)-/ 5"xO"Xl(o' GONG. KNOCKOUT 5LK. W/- 1#5 ROE) GONT. FILLED W1 GROUT R-3 MIN. IN5UL. PER FBG (2001 ED.) 513-602.1.45C.f. (1) #5 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATION5) 2x4 PT BLOCKING BETWEEN TRU55E5 W/ (2) 10d TOE NAILS -@ EA. ENE) 4 (2) 3/16"x2 3/4' TAPGCN5 INTO CMU WALL z -A OL y ff- 3/4' PLYWOOD DECKING GLUED AND IS) IS) NAILED W/ Od COMMON -a 6" O/C U- EDGES AN[) 12" C.G. FIELD 1/2' GYP. W.B. OR 3/81, FLYWOOD/TYPE 2=M uj 055 (DRAFT5TOFPirG')\ TO BE NAILED W/ ad COMMON 'a (o' OIG TO ONE > SIDE OF FLOOR TIRU-55 FO AN AREA 1000 5Q. FT 4 SEALED PENATRATION AREAS LU/ FOAr"'. DRAFT5TOPPING 5HALL DIVIDE THE CONCEALED 5PAGE IN70 APPROX. 161, Pi ()ni;R% EQUAL AREA5. 5Y5TEM (I) LAYER 1/2' HIGH STRENGTH OR 5/a' GYP. W5. (OF, 5/0' GYP. TYPE 'X' 6 GARAGE W1 A HABITABLE ROOM ABOVE) W/1-3/a' DRYWALL NAILS OR DRYWALL 5GRUJ5. I' O.S. CEILING, a' O.C. WALLS 4 4' O.C. ED6E5 (2) LAYERS I' DENeGLA55 5HAFTLINER INSERTED BETWEEN 2' FLOOR 4 GLG. RUNNERS W1 2' STEEL k 5TUD5 BETWEEN ADJ4GENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W1 (2) 10d TOE NAILS 6 EACH END FIRE CAULK 15 L5 ROOFING FELT (SHINGLES) 2' GLG. 111(o' 0.6.5. (FOR SHINGLE) OR 5/0' RUNNER 065 (FOR TILE) SHEATHING U.N.O. I !!--FIRE RE616TANT 055 1116" (FOR 34" 1`11N. r;;4P �CNL�' REIO�IRE5 IF rIG 4-F\'E,4 SHINGLE) OR 5/5' (FOR TILE) 1/2' GYP W5 ----------------- SHEATHING 4' ON EA, SIDE OF ------ �5 NOT A ARTY WALL (1) 05 VERT. IN FILL CELLS (SEE C�� Xf. FOUNDATION PLAN FOR LOCATIONS) BREAKAWAY GLIFS AS PER GEORGIA-PACIFIC LLI SPECIFICATIONS 6 EACH SIDE OF EVERY OTHER TYPE "5" MORTAR (TYP.) z STEEL `H` STUD (40' Or- MAX) 4 IOFT OC VERTICALLY 5' CONG. BLOCK (TYP.) 2X4 BLOCKING W/ (2) 106 TOE NAILS 6 EACH ENE) F < RE ENGINEERED ROOF TIRU55 -1 4'x4" INFECTION FORT 6 EfR-,:f PERPENDICULAR TO WALL 's 24' O.G. MAX. EA. FILLED CELL (TYP.) Ix P.T. BASE NAIL (ox(o WI.4xWI.4 WWF R30 IN5UL. MIN. (1) LAYER 1/2' HIGH STRENGTH OR 5/a' GYP. WB� DRYWALL NAILS OR DRYWALL SCREWS. 7 O.C.GEILING, L3" O.C. WALLS 4 4' O.G. EDGES 9 t> 0 M015TURE BARRIER I' P.T. NAILER (4) #5 GONT. 57`[)� 90* HOOK IF ON 3' CHA I R U5F) HTA20 Q END OF TIRU55 W/ 10-10d x 1 1/2" NAILS 21-01' (SEE DETAIL) INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'5 PRIOR TO IN5TALLING T14E 2 5TOFP,*T� FAFRTrUJALL 5ECTION 5HPROPRIETARY PANELS SCALE: N.T.5. \-(I) #5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATION5) F1FELU4LL DE7,41L (2) LAYERS I" DEN56LA55 5H,4FTLINEf;R INSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS W1 2' STEEL H STUDS BETWEEN FIRE GAUL< ADJACENT PAIRS OF GYP. PANELS. 2' GLG RUNN7 lk GL�= , ONLI' R:_:::O�IRF�, F . -711C 4REE4 �5 '�CT _�GCE55115LEI 112' x (o" WIDE DENSARMOR PLUS FIREGUARD S OR TOUGHROG< FIREGUARD C GYPSUM BOARD BATTEN STRIPS 'a EA.511DE OF STEEL 'H" STUD (ONLY REQUIRES IF ATTIC, AIREA 15 ACCE6515LE.) R30 IN5UL. 2' FLOOR RUNNER W1 3116" D 4. x 1 3/4' TAFICON5 s I(o " O.C. 5TE). 90' HOOK (SEE DETAIL)- 5'x5"XI(o' GONG. KNOCKOUT BLK. W/ 105 ROE) CONT. FILLED W1 GROUT R-3 MIN. IN5UL. PER FI5G- (2001 ED.) 513-6021,45C.I.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-PR5 PR07ECTION PER GP WHI 4135-0743 2) MA50NRY WALL PROVIDES 2-HR6 PROTECTION PER UL-U905 NOTES: 1) SEPARATION WALL IN THE ROOF 5Y5TEM PROVIDES 2-HR5 PROTECTION PER GPWHI 495-0143 2) MA5ONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-UeO5 4'x4' INSPECTION FORT EA. FILLED CELL (TYP.) -lx P.T. 5A5E NAILER STD� 130' HOOK THD410 - TAFGON5 PLACEMENT DETAIL �j (SEE DETAIL) 2ND FLR. THD410 HANGER W1 10-10d 4 (0) 3116"xl 3/4' TAFCON5 (SEE THD410 TAPCON& PLACEMENT DETAIL) �-B"xO'xl(o` CONG. <NOC< UT BLOCK W/ (1) 05 ROD CONT. FILLED W/ GROUT \-I" P.T. NAILER _�_R-3 MIN. IN5UL. PER F5G (2001 ED.) 513-602.1,A15C.I.1 5GALE:N_T_-5, 2X4 5LOG<ING W1 (2) 10d TOE NAILS 6 EACH ENE) 15 LB ROOFING FELT (SHINGLES) 1/1(0' 0.5.5. (FOR SHINGLE) OIR 5/8' 055 (FOR TILE) SHEATHING U.N.O. FIRE RE515TANT 055 111(o' (FOR SHINGLE) OR 5/0' (FOR TILE) SHEATHING 4' ON EA. 51DE OF PARTY WALL BREA<AWAY SLIP5,45 PER GEORGIA- PACIFIC 6PECIFICAT IONS -a EACH SIDE OF EVERY OTHER STEEL 'Ll' STUD (40' OC MAX) 4 IOFT OC VERTICALLY 2X4 BLOCKING W1 (2) 10d TOE NAILS -s EACH ENE) PRE ENGINEERED ROOF TRU55 rPERPENDIGULAR TO WALL 'a 24' O.G. MAX. P P, `- (1) LAYER 1/2" HIGH STRENGTH OR 5/5" GYP. WB. W/1-3/0" DRYWALL NAILS OR DRYWALL SCREWS. I" C.C.CEILING, a' O.G. WALLS 4 4' O,G. EDGES M015TURE BARRIER I" P.T. NAILER U5f=1 HTA20 -w ENE) OF TRUSS W/ 10-10d'x I 1/2'NAIL5 INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE: INSTALL HT420's PRIOR TO.JNSTALLlNG THE PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) FIF,:)EWALL IDETAIL o) FEFFENDICL�LAfR TO UJALL I( �E 5CALE:N.T.5. �� 3 �' T 2X CIIRIPPLE5 Iro" O.C. W1 U5P 5FT24 T'I'F. 70f=' AN[) E30TTOr-I �,U.JlIEN STU[) LENc;;l4T- 16 LE-56 TI,IAN 12" USE L5T,430 5TfRAP5 AT E C 14 UE:) LOR PPEC) OVEIR TOP PLATE 4 NAILEC) 70 1=41HAIDER EACI-4 61E)E LU/ 11 10d NAILS 106 NAIL& e a" O/C T"YF=. [DOU5LE 2"x4" CRIPPLE TT-PICAL (U.N.O. HEADER SUPPORT NO. OF JACKS 4 5TUD5 REQ. AT OPENINGS OPENING 2' x 4' WALL 2'x (o'WALL JACKS � STUDS JACKS STUDS 51ZE EAEND EAEND EAEND EAEND (1) (2) (1) (2) 4'-13' (2) (3) (2) (2) (3) (3) (2) (3) 5EE FLOOR PLAN NOTE& FOR REOUIREID CONNECTION 2-ROW5 12d NAIL& 5TAGGEREID ia 12 O/C EACH FACE OF, 3-ROLU6 126 NAIL5 STAGGERED 'a 12" OIC. FOR 2"xI0" OR L) 0 U 5 L E 2 x 12 *2 5T'F 11EAC)ER W/ 1/2" FLITC�4 PL E (U.N.O.) FILLING AND 5LOCXING A5 fREQUIFREED F,45TENEID TO HEAEDEF, W1 (2) f;ROWS OF 12 ol -a I ro O/C UNLE53 NOTEC) OTHEFWISE 2'x4' 5TUD5 TYP. - P.T. 50T. f=LATE vFLOOfR TRU65 /5EAr-I L5EE PLAN FOR REQUIfRED CONNECTION& LOAD 5E,4fR1N(:�;/EXTEfR10fR FfR,4�-IE UJALL �4EAFDE IDETAL - fl DANSCO ENGINEERING, ILLC P.O. BOX 34M Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com 0! Q 4 C%j Lu 0 r. c. z rn C) < u- 1� j3_ LU 2: > < < F- m r4 m z w z Lu _j Ln Lo Ln UJI Lu 0 113:� < z To THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 20019 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST.EXPOSURE "C� ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1.().18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEA LED 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. 0201 ]-THESE DRAWINGS AND DES�GNS ARE THE JOINT PROPERTY OF DANSCO ENGINEER NG, LLC AND THE CLIENT ON THIS PRO1ECT. 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 117-28.10 &T. ROOF =G FOR _nLF: ROOF 11.12.10 4.00 ADD STEM WAU DETAILS 04.20.11 4.01 REVISED NON -DROP GABLE DETAI L 06.10.11 4.02 REVISED J/S6, B/S6 & F/S6 FOR HANGER CONN. 06.24.11 4.03 REVISED ROOF SHEATHING AT FIREWAILS VERSION NO. 4.03 / 06.24.11 CA 25948 [j SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, /P P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 41(k EAL: C L- 4 4'. . .. ... : Z�' I'Vi, SHEET TITLE: TYPICAL 2 -STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS '400 00 0 Q 1 1-0 I (D L0 0 THEN WRAPPED AROUND STUD PLAN VIEW SCALE: V-0" HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-112" INCHES. (RE. FBC R311.5.6,2007 EDITION) HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT EN 1" MAINTAIN BETWE 4 AND2"' GAP TOP AND , 2x4 NAILED TO STRINGER yp s bloc*kin for,,,�' 2x12 TREAD GLUED AND NAILED—, Z DTFT ST�P 2x \-2x8 SYP DRYWALL STOP MUST 2x4 PT NOTCHED INTO 1><1 STRINGER AND TAFICONED INTO FLOOR WITH GLUE— NOT TOUCH STRINGERS AT STRINGER CONTACT x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS "I L, UED AND NAILED TO STRINGER FOR DRYWALL SPACING /`H\ SECTION VIEW - SCALE: 12" =11 -0. STRINGER MUST MAKE FI CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "All STRINGER MUST MAKE FULL CONTACT NTH LANDING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH 7-ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2XI12 FACE OF 2ND RISER -3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND "' GAP TOP AND 4 2 BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER I x4 GLUED AND NAILED TO STRINGER BLOCKING FOR STRAP GLUED TO ---------- -2x4 DRAFT RISER AND TREAD STOP --- ------------ 2x8 SYP DRYWALL STOP MUST 2x SYP CUT TO FIT �'ZZ NOT TOUCH STRINGERS BEARS IN WALL x12 SYP BEARS IN WALL '--2x6 SYP L Xx, ZZ L 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON TAZ1 5) AND NAILED TO FLOOR WITH GLUE BEHIND RISER AT STRINGER CONTACT POINTS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTION VIEW "Bvv SCALE: I"= V-0" SCALE: 1 V-0" LIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE R DE MOIS/TLJRE OVt CTI PROTE ON LZAA H A ONENTS PROTECTION A TT LL COMP TTACH ALL COMPONENTS W 1" X OF STAIR TO CONIC. W/ 1'X T PCO S M X 4' O.C. 4'=CONS @ MAX. 32-1 O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ "' X NAILED TO STRINGER 2 "' TAPCONS @ MAX. 32" O.C. 4 SECTION VIEW licil SCALE: 1 V-0" TOP OF �TRINGER TREAD 'xX 1x4 GLUED AND NAILED TO STRINGER CONN. TO BOTTOM 2x4 DRAFT �j STOP —104 OF NEWEL POST PER CONTRACTOR SYP DRYWALL STOP 74 2x SYP CUT TO FIT z , , z __�2x8 MUSTNOTTOUCH STRINGERS BEARS IN WALL I X 2x12 SYP BEAR E 2X4 YP 2x4 SYP Of) BLOCKING 2x4 BLOCKING FOR 2x1 2 IN WALL z FOR 2x4 PT UNDER 2x12 STRAP 2x6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SECTION VIEW "ID" SECTION VIEW "Ell SCALE: I"= V-0" SCALE: 1 V-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING SYP CUT TO FIT ,,'-2x BEARS IN WALL _--2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 V-0" -3/4 PLYWOOD ON DECK I 11_��_" --2x8 SYP GLUED FRAMING 2x4 SYP z AND NAILED TO z' " _� - -2x4 DRAFT 2x1 2 FBLOCK1140 STOP TREAD FOR STRAP GLUED _z AND 1� -1 �111 , �- /' 4A 7 FT ST� P DRA —2x8 SYP DRYWALL STOP MUST 2x4 PT NOTCHED INTO STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GI_7� "x4"GLUED AND NAILED TO STRINGER AT STRINGER CONTACT _� FOR DRYWALL SPACING POINTS B SECTION VIEW "' = 1' SCALE: 2 _0" 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 PLYWOOE ON DECK --2x8 SYP GLt AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 DRYWALL STOP NOTSHOWN FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 3 x 16" VL BELOW ALL NEWEL POST 4 FROM JOIST TO JOIST. USE BEVEL GLUED 2 X 12 BLOCKS, GLUED AND AND NAILED TO LVL NAILED TO JOIST. NEWEL POST - SECTION VIEW "Gil BLOCKING - SCALE: 1 V-0" SCALE: 1 V-0" SECTIO N VIEW SCALE: 1'-0" 2 STAIR CONSTRUCTION DETAILS SCALE: AS NOTED (IF 1 1X17 REDUCE SCALE.5) rWALL JOINT YWALL TO IER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO RING WALL BELOW MALL JOINT YWALL TO /ER JOISTS) NOTE: HANDRAIL 5HALL BE 42" ABV. ENE) OF TREAD A FICKET OFT. FICXET RAILING 2 X (b CAP 1/2 2 X 4 FRAME HALL E LP L T THE BLOCK PROVIDE '�ETXL BLOCKING HALF AALL L 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NOOD FICKET5 5FACED 0 4" rl( , aARDRAIL5 5HALL BE ADOUATE IN 5TRENOTH, PIJRABILIT'� AND ATTACHED A5 PE5CRI51:0 IN 5ECTION R512.2, FRO 2007 OPTIONAL Pk�<ET [�ETAI GUARD AND HANDRAIL NOTES OR512.2 OUARD OFENIN& LIMITATIONS. REOUIREI�) 5L)ARZ,)5 ON OPEN �-IDES OF 57AIRAA"T'S, RA15ED FLOOR AREAS, 5ALr-CNIE5 AND FORr_HE5 SHALL HA\/E INTERMEDIATE RAILS OR ORNAMENTAL CL05URES NHIC-H F-)C NOT ALLON FA55A&E OF A SPHERE 4 Nr_HE5 (102 rnrn) OR, MORE IN DIAME7ER.. EXr-EP71ON5: 1. THE 7RIANOL)LAR OFENIN05 FORMED 5"r THE RISER, TREAr:;� AND E30TTOM RAIL OF A OUARD AT THE OPEN SIDE OF A 5TAIRAA-�r ARE -1177Er 70 BE OF SUCH A SIZE THAT A SPHERE & INCHE5 (152 rnrn) PER� r-ANN07 PASS 7HROJOH. 2. OFENIN05 FOR REOUIRE17) 51JARD5 ON THE 51DE5 OF 57AIR TREAP5 0 0 0 rnrr TO 55 OH. THROU HAN:�)RAILS FOR 57AIRNA'rS SHALL. BE (�ONTINUOU5 FOR THE FULL LEN07H OF THE FLIOHT, FROM A POINT 1�)IREr-7ILT' ABO\/E THE TOP R15ER OF THE FLIOH7 TO A POINT E7)IREC,7LT` AE30\/E LOViE57 RISER - R SHALL OF THE FLIOHT. HANDRAIL F-Nr,)5 SHALL BE RETURNE:,) 0 TERMINATE IN NENEL P05T5 OF, 5AFET'r TERMINALS AS PER FRr_ 200-1 R511.5.6.2 9 HANDRAIL ORIP SIZE SHOULD BE IN C-ONFORMANr-E NITH FRC_ 200-7 IIIIIIIALL OTHERS PARTS OF STAR. 5HOULI�� BE IN r_ONFORMANr_F_ NITH FRr, 2007 R511.5 DANSCO ENGINEERING, LI-C P.O. BOX 3400 Apollo Beach, Flodda 33572 p. 813.645.0166 f. 813.645.9698 vvww.donscoengineering.com Q 0 C) 5 io U! m Q z > z g z z _j U u i C:I' i Ln Ln Ln Lu V) < z < TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2DO7 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R30 I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±O . 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. — 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 FIREWAU 07.28.10 A LT =G 6R F ROTIOLE ROOF 11.12.10 4.00 ADD STEM WALL DFAILS 04.20.11 4.01 REVISED NON -DROP - GABLE DETAIL 06.10.11 4.02 REVISED J/S6, B/S6 & F/S6 FOR HANGER CONN. - 06.24.11 4�03 R=001 1HEATHING T FIR VERSION NO. 4.03 / 06.24.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 o IRWIN J. BENSON, P.E. #49758 SEAL: 4� ET TITLE: STAIR DETAILS SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH STAIR 0 co 0 0 I 11- 1`0 I 0 CY) r— LO C a hit T hcI*9m: 3' WOW per Sq. Ft: GLS t 41 ) T later 1" A mm tens(lass Sworer ■ in N» 2` 1610 Ie) tic. MOW f reminj OMWW '140 so 0 S2 mml wide, or 117 1123 mml DmsAnnef Iza Fifecuard Interior PMel or 1 (1 3 trim) T,r *ftVl Fi Help ord r gWsum board. Desk Me. U905 Bearing Wall Rating - 2 H . Nonhearing Wall Rang - 2 HR. M I Tat ReWowe _ � TiW'ili �iliTiiii ��s-�t€i` alp � II��! �!�"f Tlllgl�171!� �iiiYt iIIYY� �15iifii rlii�. ikiT! ^�^'�•. _ i .. eTin 0 4 was b + +• . • i W _ � ■y { _ w E. 6 a� 1� Concffcft df- I arvu d ns,- Ckmflkaw D-2 tire.. 2." Mm r - Blocks laid in! fulli trod of mortar, nom. IVS in. ihick, of not kms- than -1/4 anal -not more than -1/2 parts of 6&m sharp sand to 1 pact Partlanod comim (Rr rt by lu ) and not more trt SO Percenthyd rated k (by �:e merllt m . 'Verti ca i to staggerwd.. .. Pcwtiand Comw-A'Stwomcw GVpwuwn Master - " wwd,, add 1,02 ihn to Classikat on. Whwe co mbu la rs we aN r or stucco rust be apfp4 *d an to fact oppaske framing to achieve a r�aa. Classfficatico 1_ 1/2 hry Attached to conIcreteblocks , 1 4t N a# care- space are fdled wAh iaose try expimded slag,, expanded clay Of shale (rotary k' pro,, water r cue matrf fil insulation, :or sAwAme tilted pokoso fill wzOwbon add 2 lwr to Classica cam.. 3- Powned r = - (O at - molt al>I ) 1-112 in thick max, 4 ft sheaOing attar ed to concrete blocks (Item ),. tmpa - Tom Thermax DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Horida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com i Cl N Z LU �O�--115%tO '�' � M CD z aWLL� L c > z N n " Z w LU ZJU C J Ln mi Lo Ln V) w LU cn 0 ry 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 = ±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 RREWALLS 07.28.10 3.00 ADD ALT. ROOF I r, EOR TILE ROOF 11.12.10 4.00 ADD STEM WALL DETAILS 04.20.11 4.01 REVISED NON -DROP GABLE DETAIL 06.10.1 1 4.02 REVISED J/S6, B/S6 & F/S6 N 06.24.11 4.03 REVISED ROOF SHEATHING AT HREWALLS 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 f ' EER SEAL: r+ �s 1k � �2 J r/mil/ SHEET TITLE. FIREWALLS SHEET INFORMATION: JOB NO.: 310623 DATE ISSUED: 07.19.11 DRAWN BY: DZ REVIEWED BY: TH/AS FW1 R in , , , "I , , . I I PRODUCT APPROVAL SPECIFICATION SHEET Its 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 ocal product supplier should you not Know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approvall Number(s) Test Pressures, 1. EXTERIOR DOORS IThermaTru A. SWNGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-Rl +65.0/-65.0 psf Smooth Star/Fiber-Classic FL8838-Rl +55.0/-55.0 psf ThermaTnu Smooth Star/Fiber-Classic FL1 2441 +47.0/-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL1 2274 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL5675-R3 +30.0/-32.0 psf Clopay Building Products Residential V\AndCode Doors W5 (16X7) FL5675-R3 +30.0/-30.0 psf (used)n wind speeds over �20 mph) Clopay Building Products Residential \AAndCode Doors W6 (8X7) FL5675-R3 +37.0/-41.0 psf (used in wind speeds over 120 mph) Clopay Building Products Residential V\AndCode Doors \A16 (16X7) FL5675-R3 +37.01-37.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.11-47.4 psf Amarr Garage Doors Model #500 Classica (1 6x7) FL5427-R2 +38.4/-43.7 psf Amarr Garage Doors Model #600 Stratford (W) FL5302-Rl +40.1/l psf Amarr Garage Doors Model #600 Stratford (1 6x7) FL5302-Rl +38.4/-43.7 psf D. OTHER Z WINDOWS A. SINGLE HUNG General Aluminum Com any Series 155011570 +47.2/-50.0 psf General Aluminum Company Series 1900/1970 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 1550/1570 FL13199 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL13199 +40.0/1 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-Rl N/A E. OTHER 3. PANEL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-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 p sf &STRUCTURAL COMPONENTS A. \/VOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 NIA Powers Steel, Inc. Power Box Lintels FL6264-Rl N/A The products listed below did not demonstrate product approval at plan revievil 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 FSinmpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produ Number E I Florida Product Approval Number I Product Description USP Product Number I Florida Product Approval I Number A34 FLI 0446 Framing Anchor MP3 FL822-Rl ABU44 FLI 0849 Adjustable Post Base PAU44 FL569-R3 CS22 FL1 0852 Coil Strap Tie RS300 FL822-Rl H3 FL1 0456 Hurricane Tie H10 FL1 0456 Hurricane Tie RT1 6 FL565-R3 H2.5 FL1 0456 Hurricane Tie RT7 FL565-R3 H6 FL1 0456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL1 0447 Hip Corner Plate Connector HHCP2 FL817-Rl HDQ8-SDS3 FL1 0441 Holddown UPHD8 FL817-Rl HETA1 6 FL1 1473 Embedded Truss Anchor HTA1 6 FL821-R1 HETA20 FL1 1473 Embedded Truss Anchor HTA20 FL821-Rl HGUS210-2 FL1 1468 Truss Hanger THDH210-2 FL821-Rl HHETA40 FL1 1473 Embedded Truss Archor HSUR/L41 0 FL1 0655 Heavy Skewed U Hanger HTS16 FL1 0456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL1 0456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL1 1496 HD/Tension Tie HTT16 FL821-Rl HTT22 FL1 1496 HD/Tension Tie HTT22 FL821-Rl HUS41 0 FL1 0531 Joist Hanger HUS41 0 FL821-Rl HUS412 FL1 0531 Joist Hanger HUS412 FL821-Rl HUSC41 0 FL1 0655 Joist Hanger HUSC412 FL1 0655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-Rl IUT FL1 0531 I -Joist Hanger THF FL815-Rl LGT2 FL1 1470 Light Girder Tiedown LILIGT2 FL817-Rl LSSU210-2 FL1 0447 Slopable/Skewable Hanger LSSH31 FL816-Rl LSSU28 FLI 0447 Slopable/Skewable Hanger LSTA12 FL1 0852 Strap Tie LSTA12 FL816-Rl LSTA18 FL1 0852 Strap Tie LSTA18 FL816-Rl LSTA30 FL1 0852 Strap Tie LSTA30 FL816-Rl LSTA36 FL1 0852 Strap Tie LSTA36 FL816-Rl LTS12 FL1 0456 Twist Strap LTW1 2 FL820-R2 LTS16 FL1 0456 Twist Strap LTW1 6 FL820-R2 LTS18 FL1 0456 Twist Strap LTW1 8 FL820-R2 LTS20 FL1 0456 Twist Strap LTW20 FL820-R2 LTT19 FL1 1496 Tension Tie LTS19 FL822-Rl LTT20B FL1 1496 Tension Tie LTS20B FL822-Rl LUS26 FL1 0655 Joist Hanger JUS26 FL821-Rl LUS414 FL1 0655 Joist Hanger JUS414 FL821-Rl MBHA3.56/11.88 FL1 0866 Masonry Beam Hanger NFM35X1 178U FL578-R2 META22 FL1 1473 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL1 1470 Medium Girder Tiedown MUGT-15 FL1 1910 MST48 FL1 0852 Strap Tie KST248 FL822-Rl MST60 FL1 0852 Strap Tie KST260 FL822-Rl MSTAM36 FL1 1473 Strap Tie for Masonry MTS12 FL1 0456 Twist Strap MTW12 FL820-R2 MTS16 FL1 0456 Twist Strap MTW1 6 FL820-R2 MTS18 FL1 0456 Twist Strap MTW18 FL820-R2 MTS20 FLI 0456 Twist Strap MTW20 FL820-R2 MTS30 FLI 0456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-Rl PA51 FL1 1476 Foundation Strap TA51 FL816-Rl Spill FL1 0456 Stud Plate Tie SPT22 FL817-Rl SP2 FL1 0456 Stud Plate Tie SPT24 FL817-Rl SP4 FL1 0456 Stud Plate Tie SPT4 FL821-Rl U24 FL1 0655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen IFL2355-R3 Titen Anchor I I Installing soffit and fascia Please note: Although vinyl soffirs are manufactured with the same exacting standards as all vinyl products ' UV Inhibitors are not added to the vq 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, fascia, Installing trim - Option A testis When fascia is applied without exposed nailing, With open eave: Secure F-chanoel to the exterior of the fascia with the top leg rest rig ag airst the bottom of the board. Secure F-channel on wall, level with the F-cha nnel on the fascia. 60 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 B we When sold only is applied, or when fascia panel is secured to underside fascia of wood fascia. "I i chat" 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. With closed save: Substitute J-channals for the F-channels. f-cheraw Will wag Secure all channels in the center of the nail slots, 12"on center. Option B ir,ialling soffit I Measure the distance between the inside of the inside and outside trims. Allow V4* per side for expansion and cut the panels to Length Insert panels into trims. For eaves over 18" in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every 12' on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at corners Diagionall trim use o(the overhang to property finish the installation. 4. When soffits rineef at a comer, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. 7, Straight trim use KAYCAAf- ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 This report is subject to re-examination in two years. vinfirwAcc-es.org 1(800)423-6587 1(562)69"543 A Subsidiary of the International Code Coun 711M DIVISIO :07-THERMAL AND MOISTURE PROTECTION Sacticin�17460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICH FORD, VERMONT 05476 (802) 848-7010 www.kaycan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: 2006 International Building Codes (113C) 2006 International Residential Code" (IRC) in 1997 Uniform Building Code- (UBC) BOCAO National Building Code/1909 (BNBC) 1999 Standard Building Codec(SBC) Properties evaluated: • Exterior veneer • Wind resistance 2.0 USES Kayran PVC Siding is used as an exterior veneer and as closure material an 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 a a soffit. The siding has a plain- or woDd-grain texture and Is available in various colors with matching trim, comers, and starter strips. The panels are a minimum of 0.040 inch (1 mm) th ick. Lengths range from 10 to 12.5 feet (3048 to 38 10 mm), Panel are formed with an upper edge having nail slots and a I ower:dge that hooks into the upper edge ofthe lower course. The siding is produced in different profiles as described in Table 1 of this report. 4.0 INSTALLATION 4.1 General: I astallation of the siding, including the panels, comers, starter strips, trim and other accessory items, shall be In accordance with the manufacturer's published installation Instructions, the applicable code and this report. In the event of a conflict between the manufacturees published installation instructions and this report, this report shall govern. A copy of the manuffacturer'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. Sea 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 ofthe IRC. In areaswhere the basic wind speed (3- second gust do not exceed 100 mph (46 mill [80 miles per hour (36 m/s) (fastest mile) under the UBC], and the building height is less than or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNSC Section 1406.3.3, SEC 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 areaswhere the basicwind speed (3-second gust) is lessthan 110 mph (49 nits) in Exposure B, and does not exceed 90 mph (40 irds) in Exposure C or 85 mph (37 rnirs) 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) uoder the UBC] when attached to a code -complying, minimum 'I. -inch -thick (10 mm), structural -rated OSB sheathing. The siding shall be attached with 111,-inch-long (38 mm), 'le -inch -diameter -head (10 mm),'/ii-inch-cliameter-shank (3 mm), corrosion-resistarl 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. n-;tLw1,wtv, Rpmts we nm to be �,d=re;iwgwwkd- - - JIM Copynght02008 Page I of 2 Installing soffit and fascia Installing fascia 1 . Install an undersill trim at the top of the fascia board. 2. Measure distance torn the bottom of the F-channel to the top of the undersill trim, and then subtract 114' 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 F-channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. An alternative to snap -lock punch attachment is to slide the top of it* fascia behind metal drip -edge. Overlapping fascia 1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 11/2" tab to be inserted into overlapping panel. 2. Overlap 3/4" (halfthe distance of the notch). Capping fascia To make corner caps, cut a piece of vinyt fasda that is 5 112" long. 1. Mark the vertical centerline on the back of the piece. 2. Cut a 90' section of the bottom flange from the center, leaving a 45* angle on either side. 3. Use a hand saamer or metal straightedge to fold fascia piece to along vertical centerline make a right-angled corner, 'Cat, 4. Using a snap -lock punch, make labs just below the top edge of the comer cap, making sure that tabs i'\J 1, face outward. Install comer cap by locking the bottom over the existing F-channel and snapping the top edge into the undersill trim. KAYCAN- ESR-1495 I Most Wdely Accepted and Trusted Wirid resistance of the soffit panels is outside the scope of this report. 5.0 CONDITIONS OF USE TheKaycan PVC Siding described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The aiding is limited to installations on buildings ofType V-8 (IBC), Type 56 (EINBC), Type V1 (SBC), and Type V-N (UBC) construction. and to construction permitted by the IRC, as applIcable. 5.2 The exterior walls shall be braced or sheathed to resist racking loads with approved materials in accordance with of the applicable code. 5.3 The siding shall be installed only or) 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. w4ersill lin. N news ve 117F-d"d Fascia installation VC overlap notch Fascia overlapping Fascia capping Page 2 orf 2 5.4 The siding ismanufactured in Richford, Vermont. under a quality control program with inspections by Architectural Testing Inc. (AA,676). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published installation instructions. 5.2 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 andior 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 report number (ESR-1495). TABLE 1--KAYCAN PVC SIDING - MODEL PROFILE LENGTH Board & Batten Single 7 Inch Vertical 10, - 0" D-4 Avant) Double 4 inch Horizontal Dutch Lalp 12'- 6" D-4 Marquis Double 4 inch Horizontal 12'- 5" 0-5 Contessa Double 5 inch Horizontal 12'- T D-5 Elegance Double 5 inch Horizontal Dutch Lap 12'- 0" D-5 Vertical Double 5 inch Vertical 10' - o" Lewiston Double 4.5 inch Horizontal 12'- 0' Newpon Single 61, inch Horizontal 110* - o" Ocean Park Bevel Double 4.5 inch Horizontal 12'- 0" Oosan Park Cove Double 4.5 inch Horizontal 12'- 0" -Platinum Series D4 Double 4 inch Horizontal 12'- 6' num Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12'- 6" Plain- Series T-3 Triple 3 inch Honzo�tal 12' - 0" Provei Double 4.5 inch Horizontal 12'- tr Sierra Double 4.5 Horizontal 1 2'- 0' T-3 Classic Triple 3 inch Horizontal Dutch Lap 12'- 0' T-3 Horizontal Triple 3 inch Horizontal lZ - o" verrted 8" Double 4 inch Perforated Soffit 12'- 0' Vented fir ouble 5 inc Perforated Soffit IZ - o" solid 10" Double 5 inch Solid Saffit 1Z - o" CenterVented 12*/Soild 12" Triple 4 inch Partially Perforated Soffit iT- 6' Vented 16* Quadruple 4 inch Perforated Soffit 12'- T Solid 16" -inch Solid Soffit 1CC EVALUATION SERVICE, INC. Evaluate - Inforin a ProtecE 717-a46-3747 Fax 717-846-0355 717-846-3747 Fax 717-946-0355 HR '601 L,,,, Anfrci� timiness/Relionak Office - 5360 Work- Mill Road - WhicumN. CA 9L (562) 699-0543 ph,,.L- - (562) 695-4694 fx IN- HIR Engineering, Inc. HR Engineering, Inc. Certification of Independence for Evaluation 1418 E. Market St., Suite B 1418 E. Market St. Suite 8 York, PA 17403 York, PA 17403 ICC Evaluation Stervice, Inc. 21 jantiiry 2OU-, (1) ICC Evalualtion Service, Inc.. does not have, nor does it intend to acquire or will it acquire, Nick Thompson, Product Manager- Siding & Metats 22 Jartuary 2(-.-C)9 a financial interest in any company manufacturing or distributing products for which A,;c;ocifi'ecl Ma�enals, LLC evaluations are issued. .177.1 State Rnad 'l,,A Bonwn, P.F:.. Adulinistialor, C,,iyahogii Falls, Chio 44223 F!orida Builcliq, Code Commission (2) ICC Evaluallion Service, Inc., is riot owned, operated or controlled by any company 1,�d Beiman and Associatus. LLC. manufacturing or distributing products it evaluates. RE: Florida Evaluation, Coventry Vinyl Siding, FSC 2007 925 41�'Stieo.�. Stj.tc, 104 (3) ICC Evalualtion Service, Inc., does not have, nor will acquire, a fine ncial interest in any M iami Beach, Florida 33 [40 company manufacturing or distributing products for which reports are being issued. Dcat Mi.Thompson; (4) ICC Evaluation Service, Inc.,doesnot have. norivillacquire, afinancial interestinany Th c followitia Associated Materials vinvi �iding prnoij�r: ((:i-,crtry has becii -os(ed and RE- (:�,.rtilicattori of lndepcndenr.� other entity involved in the approval process of ft product. a r. A D 3-679 Ivzod in cnnF0rman,:e With ASTM I , -05 as rcquired Iny Fioridi Buitding Code 2007, paragraphs 1404.9 and 140,:;.13, plus Flolida Residential Code 200", paragraph 7`3 � i Structual testing to AST�l 1) 5206. a� rv�lu ircd b% AS FNI D 3679. was dont, at 13erman: Archtlectural Tes!iT10, Inc. and is repoited in 77945.01-109-41]) and 8253 , .01-109-40 - President was done tor Alside, Inc.. which is owned In conformance with Rule 9B-72.110. F.A.C. for Certification of ICC Evaluedon Service, Irtc. Coventry vinyl iding is pruduce� :it 5 configuratiuns. Doub'e F', Double S" Du(.ch!3p, 1t1dk,PelideR(:e' . I offe, (tic fullokvin,. I arr it tegi,,iered professional crgineer in the stme Double 4", Diouble 4" Dutchlap, and 'I'liple 3" ' all with a Lhickness of 0.042" A of Florida wi:h licenso. nunihcr 19354. 1 work in a twu person consultitip, structurat si-reng,theninc, 'ea4lre Of thi!� product is tha it has a "it-illod CA r. 111"01 ", which fol a �ngineerifii! firin, HR Lnoineering. Ific.", of which I am che rnaiority owner. double thickness at the, nail hern ed.-e. In iny work perfurming art ev-Aluati(DTI, I do not havt�, our will I acquire. a firiancial i have pel -i cumbinarion oi iationi)i and :umparhiivv cin �his pToduct, i,,toiesl in any compan.v nianufacturing o, distribUttrig piodUCTS for which the ieports are. which includes the mail requirernents of Annex A1.2A in ASTM D 3679 heir". Issued. installation rnwm he w�er 518" minin-turn. nailaKe, ;heathing (,.r 1/2" minvinurn plywood. Ir.sLallation fasteriets inus( bt, roofing nail-, with 3/,_�" dianieter hcad. 118" diameter sliarik, It: mY work perIoTinin ' v, art cvaii.j6tiori. I d(i riot hive, rior will I acquire. j finduicial The all( and a minimurn length of 1-5i6', _)wable design wind Pressuies tor all 5 :ilures. ri aov olcr ontity in�cilver. in the �,pprjvitl process of t�iv product. confi gu rations including Double 5", Doubic 5 DLitchlap, Dou�,In. 4", Douhl_-, 4" Dutchlap, and Triple 3" are -Y-1 73 psf for 8" stud spacing. +i- 1 15.3 Insf for i 2' Stud I t-u�;t that this is suffIcient fo! i�he Florida Buitdir,.� Codt! Commission*s requircments. spacing, and +/-86.5 psf for 16" spacing In order. to achie,�e these pressures, all trk!le nre an" cl,iostions abOLit this certitication of ;ndependence. of if anithing additional �vuds must h3ve nails ir. !herii and all rails must he in �LLJCIS. i,� roqwred, plew�, advi,;o me. The ;ibnve. vitittes can be compared directly to the- requirftd wind loads in Chapte.r 16 ot Sin,7erely ' yours [lie F�orida Building Code. I 'rusc that th;s information i�i suff:c:erit to,- Lhe pr3lect needs� HR Enf,meelin.;�, 111C. If there are any questions about this repoil., of i( anything, zddlLi01141 is required, please adwse me. Sincerely yours; Allen N Reeves, [I.E. Ch:ef En-ineer gloed cillike 1360 W�wke M di Road. Wb,ttwl. C.14-13 W601 (561) 6904543 R.gi-A Off.. M M-1m, R-L S A. Al.W- 35213 599.91100 Allen N. Reeves, RE. A,-NR:anr lte,19 office 4031 Weee M.- 16-1. r--. C1.1, H-16,111- 6043 (703) 799.1305 : Structoral En.-il ANP:anr Cc. Associated �.Iate. s� LLC Florida License -No. 19354 Cc: 09010005 090 1 LIU05 4A X C/) C13 (D > 0 0- 0 CL 0 co CM 0 C/) = 0) =3 0 Q -cu -0 = 0 0 a) 0 a- a 3: -0 CU 0 &--o CID 0 co > Cn -0 E 0 CD_ .cn Cn CU 41-0 A 1 04 490s"Zi W% W (D E Clio U) > C>0 0 0 L_ C1. 0 0 L_ U) ICU ui _J 01- SHEET NO. PA 1.0 02 7J T1_ 00 CD CD CD co T`_ U") Ir- � �. � ------------ � Z= - IIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIN� M'idc� = rA KI$ ... Log 11 � ders-rtegshation HO-Itscs . su-surd," � SodefrFaos P-drom , FK9aff I BCJS�tevap i - � ,cli, ; � I 0 Product Approval LJSER Pt,ilic it,., C,d&�1ricn IrTdxt�Apph��Ihar��Ihol�tll 'Appfttl.n�al Fl. # FL6184-Rl Application Type Re sion Code Version 2007 Application Status Approved Comments Archived 5r Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (44 ) 969-9773 Ext 16 0 n.moccarrinelligaiplastprol-corn Authorized Signature Ron O'Connel ron ocorriel1@1plastproln-ism Technical Representative Address(PhorrejErnail Quality Assure nce Representative Address./PhonM-il Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Flor da Engineer or Architect Name who developed I( Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Qu:��ty Assurimea Entity National Accreditation and Management Institute Qu ty Assurance Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. 7 Validation Checklist - Hardcopy Received Certificate of Independence FL6184 RI COI CERT OF INDEPFNDENCE.Dd Referenced Standard and Year (of Standard) Standard Y"r JOI/I.S.2 1997 101/1.5.2�/NAFS 2002 ASTM E1886/EI996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 10/03;2008 Date Validated 10/06/2008 Date Pending FBC Approval 10/19/2008 Date Approved 12,11(1;2008 Summary of lanciducts ----. ------.- - FL * I model, Number or Names Description - 6184.1 � .. Distinction Series Lip to Y0 x 6'8 Opaque Single (X) Inswing or Outswing Fiberglass Door - Limit. of U Instatillation Instructions FL6184 Ap rovad for in "VHZ: No _pt_I�_INST 6184.1 Rdf P :so Approveral for se outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Dessign Prel-ram N/A Evaluationa Reports ' 0 her: See INST 6164.1 for Design Pressure Ratings, any FL6184 R1 AZ EVAL 61 64.1 Rd adifiti ra I use limitations, installation instructions and Created by Independent Third Party. Yes u' 1prodct particulars. - � - - - -..- .- � ....... . � - � ..- ... . - - - - - - - . -- - -- --- - - - - -- - - - - . b Distinction Series Up to TO x 66 Opaque Fiberglass Single Door with Sidelite � 6184 2 (XO or OX) The Sidelite Glazing Installed Utilizing the Snap I Frame. I be" Limits of Uses n=ll,ar ' Instructions I Approved! for in HVHZ: No F , lsl� NET 6184.2.,d Approved for ::: outside HVHZ: Yes Verified By: Llyn1don F. Schmidt, P.E. 43409 imposact Rendistand Yes Created by Indeperident Third Party: Yes I I, Design Preardiame; N/A Evaluation Reports Other: Sea INST 6184.2 for Design Pressure Ratings, any FL6184 RI AE EVAL6184 2 �Dd . sidditio nal use limitations, Installation instructions and Created by Independent Third Party: Yes . . I . I I1 uc produ iculars. (**See Genel Not: 3 sheet I of prod t p a� FL-6184.2 regarding ideli protection*-) I Drawing No. - - - - -- --- -- -- -- - - --------- - ----- - --.-. -- - Fls�--- 6184.1 on Series Up to 3*0 x 6'6 Opaque Fiberglass Single Door with SIdellt. . Tt (XO or OX) The Sidelite Glazing Installed Utilizing the Lip I Lite Screw Frame. Limit. of Uses Installation Instructions I' Approved for uses in HVHZ: No FL6184 R1 11 INST 6184.3.od Approved for use outside HVINZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Ressistan t: Yes Created by Independent Third Party: Yes Design Pressourial N/A Ev'alm"I'"" R Otber; See INST 6164.3 for Design Pressure Ratings. any FL6184 RI L 6184.3.pd additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (-See General Note 3 sheaIt I of Drawing No. FL-6184.3 regarding sidelite protection*-) I J. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidell as (OXC) The Sidelfte Glazing Installed Utilizing the I Frame. 5napt I Limits of Use Inartallartion Instructions IApproval firsir - in HVHZ: No FL6184 RI It INST6184,4�od App-sned for a- outerid. HVHZ: Yes Verified By! Lyndon F. Schmidt, P.E. 43409 IY.m-!- Witeriertartle Yes Created by Independent Third Party: Yeas to -9. Promurs; N/A Evaluations Reports Othae: See INST 6184.4 for Design Pressure Ratings, any FL6184 R1 AE EVAL 6184A.Do additional use limitations, Installation Instructions and Created by Independent Third Party! Yes � product Particulars. (--See General Note 3 sheet I of Drawing No. FL-6184A regarding sidelite protection--) I I 6184.5 1, Distinction Series Up to 3'0 x 6S Opaque Fiberglass Single Door with I StrJelites (OXO) The Sidelite Glazing Instalted Utilizing the � Lip Lite Screw Frame. - 1 Limit. of it#" Approved for suse in HVNZ: No i I Imetallraticah Theistical ... 1 FL6134 RI 11 INST 6184,5,,d i Approveirell for - ..told. HVHZ: Yes Scir I Verified By: Lyndon r. d , P.E- 43409 7improset R"istanb Yes 1 Created by Independent ThirdIparty; Yes Design P--: N/A I Evialluartioni Reports Oth- See IN 6184.5 for Design Pressure Ratings, any SiT I FL6184 R1 AE EVAL6184-5.vd additional use I Irritations, installation instructions and I C Third Party; Yes , tested by Independent product particulars. ( of General Note 3 sheet I i 4�,�See Drawing No. FL-618 regarding sidelltre protection**) i I ------Tf. 1 6184.6 .,.Incti.n Series Up to WO x 6'B Opaque Double ()CX) Inswing or Outswing Fiberglass Door - 1 1 Limits of Use Installation Instruictions IAp roved for in HVHZ; N P FL6.184 R,1,11-INST6184.6.pdf me, Approved for an outside Ill Yes Verified By; Lyndon r. Schmidt, P.E. 43409 Impact ltewstant: Yes Created by Independent Third Party Yes Dearign Pressure: N/A Evaluation Reports Othear. S a INST 6184.6 for Design Pressure Ratings, any a FL6184 RI AE EVAL6164.6.Dd I additional use limitations, installation instructions and Created by Independent Third Party Y product particulars. I I I 6184.7 g. Distinction Seriel Up to l x V8 Opaque Fiberglass Double Door with Sidelites (CXXO) The Sidelite Glazing Installed Utilizing the - - - - - _ _ _� ..-..-.,- - - Snap Frame. __ _ __ __ _ _ _ __ _ _ _ __ _ _ Limits of Usso I"I's"I"U"" '"' louree Appronshad for uses in HVHZ: No 1`111.54 III IT =Slc'6184,7�Dcl Approved Ificir spoes outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 Impact Resistant: Yes Created by Independent Third Party: Yes Preassurse: N/A Eynallusiticas Resports IDesign Other: See DIST 6184.7 for Design Pressure Ratings, any FL6184 R1 AE EVAL r,184,7.Ddf additional use limitations, installation instructions and Created by I ndependent Th I rd Party: Yes I pr oduct particulars. (**Sirse General Note I sheet 1 of Drawing No, FL-6184.7 regarding sidelite protection-) - - -- - - .. . . - . � . .. ........ ... - ----- 6184.8 notion Series -- - - - - .. . .-.-- - , - ---- -- -- ------- - - UP to 6'0 x 6'8 Opaque Fiberglass Double Door with F'Sti- Scialltes (DXXO) The Sidelit. Glazing Installed Utilizing the Lip lute Screw Frame. of luress - lInLatothe"o" Instructions ILimits Approved for use in HVHZ: N B JIM Rt INST 6184.8.Dd ILlyndon Approved for sperst outsil HVHZ: Yes Vesrlflecl By: F. Schmidt, P.E. 43409 Impact Remittal Yes � Created by Independent Third Party: Yes . Deal P--.-: N/A Evaluation Reports o thw: See INST 6184.8 for Design Pressure Ratings, any FL6184 RI AE EVAL6184.8.Dd addItI o nal use limitations, Installation Instructions and Created by Independent Third Party: Yes produ particulars. (--See General Note 3 sheet 1 of � Dr..Icntg No. FL-6184.8 regarding aldellte protection*-) ---------- - 1116-� C"-Ij DCA�n'u.r Droontment! .fC," Astaire sov.w moodand rtedo Orem, Desire, and Standivelar 25559.,do. �- I&Oyaaa., Fk,idir - -.211, s5c) 487- YW4 F (850) 414-6 -----------------.---.--.---..--. �� Z= =1100�m 'Am KIS - ., . ; - �sg- .ot, , -m-,,a ; statsit.c. P-ar.- - strar � - s. Map , Inks : - ; 0 Product Approval min %i,lx� u., ,1,,tXI,praVg '(Ar�Ir;It�nriSgchMILA0r111'A>A fin: _21�rij > `�I� �ucr - PP4 cati-Deoll FL # FL8833-Rl Appli ation Type Revision C..'Verslon 2007 Application Status Approved Comments Archived 7 Product M a n ufacture,r Therma-Tru Corporation Addrew/Pl.he/Emal I IS Industrial Drive Edgerton CH 43517 (419) 29il-1740 sJaaperson@tttechnologIas.us Authorized Signature Steve Jasperson sjaspersonOtttechnalogies.us Technical Representative Address/Phone/Ernall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Flor da Engineer or Architect Name who developed it Wendell W. Haney the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By L.F. Schmidt, P.E. C7 Validation Checklist - Hardcopy Received Certificate of Independence F1883S R1 COX CERT OF INDEPENDENCE.Dd Referenced Standard and Year (of Standard) Stzddaurd Ymr Accepted Engine,ering Practice I 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 07/12/2006 Date Pending FRIC Approval 07/18/2008 Date Approved 09/1!1/2008 Standuartion, of Products FIL * I Nodel, lishundillneart or Name Description 6838.1 . "Fitsed-Classic:' / "SmoothStar" Outswing Insulated Opaque Fiberglass Doors with and �" without Sidelite5 - (X, XO or OX, OXO, XX and OXXO configurations up to 6'8 In height) Limit. of Usse Imetallation Inaptriactionsis FL8828 RI 11 INSTS83 Approw for unse in NVINIZ: Yes EARdf Approved For seener oularisilre HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Ressistant: No Created by Independent Third Party: Yes - Daudgas P- res: N/A Evaluation Reports Otheran See INST 8838.1 for Design Pressure Ratings, any FL8838 R1 AE EQ-ES4-00-04.pd additional use Limitations, Installation instructions and FL8$38 RI AE EVAL8838.1.Ddf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes are as inside the Hl - . -..- - ------ --- --- = 8838.2 -.-- 'SmoothStar" Inswing Insulated Opaque Fiberglass Doors with and without Slidisiltas - (X, XO or OX, OXO, XX and OXXO T!t configurations up to 6'8 in height) Limit. of Uses Installation Instarructicame Approved for rese in HVNZ: Yes FLSS3S R1 I Approved for conia outside HVHZ. Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Respearts, Others See INST 8838.2 for Design Pressure Ratings, any FL8838 R1 AE EQ-ES4-00-04�ocl additional use limitations, installation instructions and FL8838 RI AE EVAL 8338.2,120 product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Inside the Hl I I 8838.� c. "Fityin-Clasisic" / "Smooth5tar" Outswing Insulated Opaque Fiberglass Doors with and without Sceiltes - (X, XO or OX, OXO, XX and OXXO � � configurations up to 8'0 in height) -- Limits of Usee ImtWiation Instructions Approved For ushat in HVHZi Yes FL8838 RI IT INST8838.3.nd Approved for usee onstraide HVHZ: Yes Verified By: Wendell W. Haney, P.E. 5415S Impact Ressirstan : No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reapers. Othw: See INIST 8838.3 for Design Pressure Ratings, any tL11:311 �j Rd ". . �A�� ,E.O-E84-.11-01 additional use limitations, installation instructions and _, " VAL 8833.3.Ddf product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes a ar as lns,dath.HVHZ) ------ ----- I 8838.4 d. "FiberClasslc" / "SmoothStar" InswIng Insulated0paque Fiberglass DoorswIth and without Sidelites - (X, XO or OX, OXO, XX and OXXO � configurations up to 3'0 in height) Limits of Lis* Installation Instructions Approved For use in HVNZ: Yes FL8S38 R1 11 INST8838.4.0 Approved for use outside HVHZ; Yes Verified By! Wendell W. Haney, P.E. 54158 Impact Ressistindle No Created by Independent Third Party: Yes Design Prosepure: NIA Evaluation Reports Othel See DIST 8838.4 for Design Pres�ire Ratings, any FL8838 RI AE EO-ES4-00-04.od use flimitations, installation instructions and FLES38 RI,AE EVAL8838.4..d �additional product particulars. (Note - ASTM E1300-02 utilized for Created by ndependent Third Party: Yes I areas Inside the HVHZ) ------.--------I LEI [Iii--li 7 t"r..�1, � , � � - :, , , � 1 - I ... - - - �- I 1, - � I'll . �� 11 .1. F, 11 �: I I I I - ,c ii �, - f � , , , , , - .- � ,, �- �, � , � � . , � � �,- � - , 11 - "I : � I ,r� � , z- .11 I 1�11. I it ilit�� ]' � .1 r�,� 'I', - 1, , , , �, � - _1 L,- I , -- , I - LL, ! - 1, 14", �IIIIIIIIIMIIINIONWIIIIIIIII1� rAZZMWMZffA�, AMU132 Kis tiorre .ii ; usor"ostat- lot lorpos ; subls su,derge ' 5oks & Fa�ts 101c..'s � lKaeff : mlbs.Map 7 unks Saa� : 0 Product Approval users: % A., P,,,.,t � N.,r, � P�d,-t,,r h.q,.,,t1,1 �h � . Ap,ic-1U., L,t , Applostica-MI FL # FL12441 Application Type New Code Version 2007 Application Status Approved Comments Archived r, Product Manufacturer Therma-Tru Corporation Adcfir�/Phirne/Ennall 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjaspersonCwtttech nologies.us Authorized Signature Vivian Wright ri�k�@-bidgconsultants.com Te clinical Representative Address/Phone/Emall Quality Assurance Representative Addradiss/Phone/Emisil Category Exterior Doors S.Ircatel Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received f 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 3. King, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence FL12441 RD COI CER771FICATE OF INDEPENDENCE.od Refereir ced Ste inclard an it Yen r (of Sta n da rd) Standard yew 101/1.5.2 1997 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code ------- -------- romim KIS�m, ; ogin i Use-g-tion H,tT Si,ts, t �n,lv,,Je - & -Is Pulaskabo,, i FlIC Staff Kis sta Map - � 4 Product Appres—I dealt PuW U c=�All �,.��,�,�,,A�,��,1111,17h�Ap_pJn��App�ft,�of FL # FL5675-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived r- Product Manufacturec Clopary Building Products Company Addredis/Phone/Emal SSSS Duke Blvd. Mason OH45040 (513) �70 -6U62 m-terfieldlaclapary.crom Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/PhorejErnail Quality Assurance Representative Address/Plh.ne/Ern.il Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Com ol Is n ce Math od Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer T Evaluation Report - hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertralk Testing Services NA Irr ETL/Warnock Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfuehler re- Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R2 COT Certification of IndeDendence of Validation Entity - ere of 'at Pfu� Cr�T!Statement on Independence of Evaluation Entity- �L�56752 ScottHami;ton.pd Referenced Standard and Year (of Standard) Standard year ANSIIDASMA 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 I Option D Date Submitted 07/01/2009 Date Validated 07/02/2009 Date Pending FBC Approval 07109/2009 , Date Approved 08/11/2009 - 677124 F151: 84A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) , 76, 76V, 4RST, WINDCCIDE(ig WS Garage Door �, 2RST. 48, 42, ___ - - 155, 48B, 42B, 55S Limits of Use Instaliation Instructions Apporsanned for ... I. HVHZ: No FLM75 IR2 11_�LWLIID-R14.p�f Approved for use outside HVHZ: Yes Verified By: Mark We,sterfield FL PE 48495 Impact Rearistarrind N/A Created by Independent Third Party: No Design P re - - : ,30 PSF,1-32 PSF Evaluation Regions Othent All OPTIONAL glazings available for this product FL5615 R2 A' CBPC 0AJO27-A.pd mere the wind load requirements of the FBC. Two types of t Created by Independent Third Party: No opt. gl g are available: (1) Opt. Injection Molded Lexan Frame eziGnazing that DOES meet the Large M Issile Impact & Cyclic Pressure requirarrients for Wind-borne Debris Regions (WBDR) or (2) Opt. Frame & Glazing that DOES NOT meet the impact resistant requirement for WBDR. The product w - /o glazing DOES comply with the impact resistant requirement for WBDR (ref 1609.1.4 FBC). ----.-. - -- ----.-----.- ----------------.-------------.,----.---.--- 5575.25 025 W5-16 PAN-ZF153: 34A, 94, Streal Pan (min. 25 ga.) Double -Car (92" to 16'0" wide) 73, 75, 1500, 190, 76, 76V, 4RST, WINDCODEO WS Garage Door 4RSF, BRET, 6RSF, 2RST, 48, 42, 551 48B, 42B, SSS Limit. of Use Installation Instructions Approved for in HVHZ: No - _1�Q1--E-Ral" - &�b7S RZ 11 S , 1. -if .u:: Appronvied for -told. HVHZ: Yes Verified By: Mark Wastrarfaild FL RE 48495 Impact Re"stant: N/A Created by Independent Third Party: No Design Pressure: ,30 PSF,1-30 PSF Evaluation Reports Other: All OPTIONAL glazings available for this product FI-5675 R2 AE CSPC. 061C27-A.Pdf meet the wind load requirements of the FSC. Two types of Created by Independent Third Party: No Opt. glazing are available: (1) Opt. Injection Molded Lexan Frame Sr Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requirements for Wind-borne Debris Regions (WBDR) or (2) Opt. Frame S, Glazing that DOES NOT meet the impact resistant requirement for WBDR. The product w/o glazing DOES comply with the Impact resistant requirement for WBDR (ref 1609.1.4 FBC). I - -- -11 W5-09 PAN-21`153: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 84A, 94, 42, 48, 42B, 48S, 4RST, �o WINDCODE& W6 Garage Door with Optional Impact- GIRST - --- - - __ _ __ _ _ _ ______ _ ___ Resistant Uses _ _ ___ _ ________ ___ _ __ ___ ___ _ Linulas of Use Installation Instructions Approved for use In HVHZ: No FL5675 R2 II 1D134S-A-RevI2.vdf Approved for use outside Fill Yes Verified By: Mark W�terfield Fl. PE 484 95 Impact Resistant: Yes Created by Independent Third Party: No Deal larms res: +38 PSF/-42 PSF Evaluation Reports OtheirsnSolid Zoom (no glazing) or doors with optional " s .' '"' Impact -resistant glazing are impact- resistant Ciarge missile Created by Independent Third Party: No 5675.52 2 W6-09 PAN-ZF153: 73, 75, Steel Pan (min. 25 ga.) Singte-Car (up to To" wide) i 105 84A, 94, 42, 48, 42B, 486, 4RST, WINDCODEZ) W6 Garage Door i GRST --------.-- - - - ------------------------------- I --.--------.-------.-.----..---------.-.-, Limits of U a , Installation Instructions i Approved so I. HVHZi No FL5675 RZ It 1U1348-B-Rev12.Pdf` i Approved fo: ::: outside, HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 1 Impact iteral"ant: No Created by Independent Third Party: No i Design Prossures: -38 PSF/-42 PSF Evailuaticen Reports I Otherr- The glazing available for this product meets the FL5675 R2 AE CBPC 081027-A.pdf i wind load requirements ofthe building code but DOES NOT Created by Independent Third Party: No ! meet t he I mpact resist ant requirearsent for windbome I debris regions. - ! ! - 5675.53 053 WG-115 -11-ZFI13: 73, ?5, -----A Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'2" wide) ! 84A, 94, 42, 48, 42B, 48B, 4RST, 1 WINDCODE@ W6 Garage Door with Optional Impact - i 6RST .............. -- -- - . - ---- ------- � .. ....... - --- ---------- I Resistart-l-Ites-- - - -- - ---- - -- - - - -- - - � - .- - - 11 Limit. of U I -I'd""'" 1`7=1-1 1 Appersoved for use in HVHZ; No evlO-Sho,t.o . 111.1y RI It 9-A-R o I " Approved for use, subside HVHZ: Yes We Verified By: Mark To FL RE 484 95 Startle i Impact Resistant: Yes Created by Independent Third Party: No I Design P�ure: +37 PSF,1-41 PSF Evaluation Reports I Gen. lid doors (no glazing) or doors with optional .th So - 0 i FL5675 RZ AE CBEC 90630-A.udf Impact-resIstant glazing are Impact- resistant (large missile Created by Independent Third Party: No I impact) ---..--- I I I - -----------.-------- ----1 5675.54 1 W6-16 PAN-21`113: 73, 75, Sleol Pan (min. 25 ga.) Double -Car (97" to 16'2" wide) i 1014 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODE@ W6 Garage Door 1 GR5T- - -- -- - -- --.-----..----. ------..--- --------- i Limits of Use Inestallation Instructionds, I � Appirsoved fis: u:: in NVHZ: No l RZ 11 101539-6-Re,10-Shot-t-ticl I Approved to u -told. HVHZ: Yes Verified By: Mark Westerfield FIL PE 484 95 i Impact Resistant- No Created by Independent Third Party: No i Design Pardersame: 1 37 PSF,1-41 PSF Evaluation Reports i Other: 'Fire glazing available for this product meets the FL5675 R2 AE CSPC 090630-A.Ddf i wind load requirements of the building code but DOES NOT Created by Independent Third Party: No I meet the impa ot resistant requiremeant for windborne I debris regions. i Product Approval Method Method I Option D Date Submitted 04/17 , i2009 Date Validated 07/08 - /2009 Date Pending FBC Approval 07/15/2009 Date Approved 08/11/2009 IFIL # - 7- .-- f '"aider - �,'Sm..'thStar", Descriptio. --- --- - - -- - - - 12441.1 ---. 1 a. ',F,1,1,,ar1�A.f .c`,! � __ ______________ ____ _ __ _ Y0 x 6'8 Opaque Fiberglass Single Door with Transom " "re ,�� CiassicCra 'or . C, asscCraft - (0,'X) - Inswing or Outswing Rustic" Series Limift of Uses Installation Instructions Approved for me in Hill No FL'244,.RO 11 IN'-' 1,4,11 I , f Approved for me outside HVHZ: Yes V.rI fied y: Lyndon F- Schmidt, P.E. 43409 Impect Results nt: No Created by Independent Third Party; Yes Design Pressures N/A Evaluation Reports Otheal See IN ST 12441.1 for Design Pressure Ratings, FL12441_ RD AE EVAL 12441-L f _al;lf any additional use I Imitations, installation instructions and Created by Independent Third Party: Yes 12441.2 It. "FiberClassic", "SmoothStitir", "Cla55icCraft' or "ClassicCraft 1 Rustic" Series - Limits of Use A proved for me in HVHZ: No Appirroved for use outside Hill Yes Trarpsect Rensirrallsent- No Design Preaustures: N/A otheract: See INST 12441.2 for Design Proa5ure Ratings, any additi . nal use limitations, installation instructions and product partlwlars- 3'0 x 6'B Opaque I'llberglassSingle Door with Sidelltes and Transom (O/OXO) - Inswing or Outswing Installation Instructions FL12441 .RD 17_INST12441.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12441 RO AE EVAL 12441.2.od Created by Independent Third Party: Yes --------.-,--,-. ls� =40 . . . . . . . . �� so a, -zinamaiu," -9—ana, --w, '—s—ae — 'uok. . —ol—r—ap -.1-4, 4 Product Approval 11151I P,Mc j- E,��dilac ELa�Aeaai&21�1 > Application D" FL# I` mL 3139 Appi-b- TWpe 1.w code va"'u. 21[07 , Appicaocri S�ail "plurovej :.ntc Archwed Product rvariufasctjr�r 5en�ral Alumil4nn company Addre5VPhorrolt-marl ICO1 w CrcitvP,d Z.rr.1 tcn, IX 7,036 �97 2 ) 2-2-527i E�t 207 van,p3raicesociacix.ccrin , '�Ihd S,gra, Ivan Paredes -ri.P'rac.s09.Ct, Tech mcall Pwrtsen:at,ve Ivan Paredes kddre%,Th.naXmaiI 1col vir. crckv Il :arral tcn TX 75036 van � par.�crisoqacrx .ccm Cility Az-ar-co Reipra-tativa, Tord'-Ibisol, Aceress/Phoneitimail 1C01 W CrcstyPD Z arrol tcri TX 75OS6 todscrobackogzct,.tom cateco, y 1v ndo.s S,boat.qo �-,I c-ph,d- mr,M.0 --l-0.11 RIPL11 liul, � Flur d.R -L�rud .111rit-1, U1 d L,,u,.,.J -londa Frotesvoict Eng,,eer E,.Iuat,.r Rep." la,d.py Rece-, FloridaEng ncer or Architect Name who d?vel3ped -as Roberto Lomas the E,:Iualso, P epart Flo,,dal.�arr�e IE-ff2514 chtV 4-,aroo enity 14ati-I Accred-tion and Manag- ant :mdttuto ZualitV 4;s-rarci, Cont,a:tExpratiDin Date IV31/2)11 Validated By Dtaven M. 1.11ch, PC Yalhd�norrCieolslist II-xiby R-eived cI-�vhficat@ ofinrippardrance ---L-L-122.-ED-!-i!Lf-ELILLiU.-01-.L�,�A �r,� 10.a Poforocced Standard and Year (of Stax,dard) Year AAtAA/WDM4,CSA IC'/LS ,,'A440-i-5 20 0 5 Equilar - .f`P, tduct 5t.rdards (.erafted �V S,cti -rom the rode P r.dq,t Appi oval Method Method I Opium D Data Stubmildned 10/3012009 Date Validated 10130II2009 Date Pending FBC Approval 111OW200i Date Approved W0912009 ; 13199,3 Series ISSO?1570 Aluminum PW (Flange) 50" y 60' Insulated Annealed r - � 3116'. Per Manufaictureet's installation instructions, -- . . Limits of Use Installation IndetruLthasis . � Approved for use in His'll No `1:11-1 Lq-"-R-�-U-al!Lv-,-=i2L,�-F�lfti[LLQAji�I.L-ff � . Approved for use, outside Hl Yes LL�14100 R'� 11 63 ()8-X1,1-or4 Dqn.r pdf I Improct Resistant N. Verified B), Luis R. Lomas, P E. 62514 � i Design Pre ra: +40/-40 Created by Independent: Third Party: Yes . - . Othsa,. So. lit. had d-ing. for the ,mil latiqrs Evaluation $imports i a c initructions. prc,duct Performance. hm4tsj`DP and othQ,* 14L 13 191? is ! 03 Fl- -2 Seii��, l C&C x . - C Ar -IS I 7 7 limits ofum CO" L'Alurishl . Creatatif by Inde,pendent Third Party Yes ri � 13199.4 Alum . Series I9DUj0`I970 murt PW (Fin) rmi x 60' Irradiated Aninel 3/16' : Per Manufactures's instaltation instructions. � ; Lilrets of use Instal lation Inialbriaccurear � Approviread for guys, in Hill No PLI3109 RrC IT ,�4 OP-cC-1,,1.A FS(i.rogiii Ld ' APPcI for - outside Hil Yes FL13199 RG IT 04 08-1-10c23A Uq F-11' 7 Impact Resustan No Verified Sy� Luis R. L, mars, P4 E. &Z514 � � r , Yes Designs Premium ' +4W-40 - reateol by Independent Third Parr. . Other. Sao attarc I had drawings for the Instal latlon Evaluation Reports . product performannars. ljnvts/DP and other FL13129 RD j�E Co4 �10620 2 Seines 1-C-1970 f6o , ;nstruct-, i .... of c- 60� Fl-ficur,prif . � Cre,ated by Independent Third Pattv� fes � � . - � -- -- --- - ---.- � - � I . - -:: =- WE ,- I I - I i - 11. 1.1 .129 N 1115 I== - i �Qa, *g1 s-dr.ae � ., lublik.- - stiff I a- sin, .* - i a-n 4 Product Approval usli P,w ij__ I—— I M-12-�,i--l-�,,��A.eWAI.-IA FL # 7LI1412 Appli-0i,'' Tip. 1evv Code version 207 AppliC.Irc, 5�.I �asrrdirgr`BC Approval 1.t, Archived Frocurl manufacti- �tnsral Alluirl'i-nn company Add1s/Phd,EI IL01 Vv Crcatv P d :.'.,,.I I- `F1.75036 �972, 2-2-527 i E.t 2Q7 van par�cesocartx-rin �,Ihd -,.gr. - IF— ll,.,.,(Pl rlom aspe.con Tedirrical ReTrEsen:asi,e I �an Paredes Addres,;&i,one�)Email 1[ol IN, c,ckv P D, :arrol tcn, T�. 7 503d van.paracesocadx,cc. Q,ahty 1�zs,rar- A.Fr.sertab- I ... Paredes, 'A E, AcldrrIss/Phorreifimall 1(ol W Crcsty Rd -arro) tcr, TX 75036 -.par ... srgrpct� -m �,ego,y vV rido- S,ilb.t.gc,rV ;,,do. Fund 1:'lLIi m�kh,,d �fib R.P,, t fi ,I FIJ,,P�,j, ." ., dut-t ,x . L.,e,,,.,l �Inrjcla ProfesSoial Frigieer F1..t.r Paport dcop�;v Ra.,c Flo,,da Engnear of Architect Name who 0velDped -Lis Roberto Loma� the Evaluaboi REporl FID-1da Ltmn,� �Ec2514 ,,-I,t, 4-,-,,a,c. En,ty 11.t1 Loc,od,ab- & fAii-q-sint lc,t,t,,t. Quality A4sirar" Cont,a-t Exib raton Date 12/91/2313 Vall dated ov Ddr M. Ll'id" PC Yalidat,onriecH,st Ilarcorpyke-ved ce,blicate ofInd.p-deirice uI 1-4t, PD I ,l �L-,797 pj Pefenarced Standard and vear lof Standard) OAmmARW Year! A4,IAAIDMAI�CSA 10-./I.--,2/A440 2005 Equle-e .fPc,du,t St-dards Lerviii iy SE,,11J.- - the Code P-.-"-t A, � -, --I ?-Il,-l1 M�flA I ,',-h,,, F, D Sut, mU (WI11�2011 Dar� v., das1 0i Lint- Pd -,3 Ff Ai--r,-,,,-' o�,r 4) �n I I IFL 0.1 I Mad all Number or Norm: Description 11`11Z, . 155c.,'1573 rESIC-1,Er, Sh - 5!r/L57ODE�:a,A--P SHALLr,1I,j11iV:ND0w VXIFI 11,17ACT 1 Larrilte vF Um Instaillsirtion Invill - Approved far urge in Hill No FL -412 FiO 11 c:`-'C' �1��ff Apposurvand for mic outside, NVN 2: V, ifi,1 Fy I idc Rrl�,�, I I!,'- 4 Impact uslatel I x, CreateJ by :ndelpe-de-t Th r- Psr-.,�: (as Design firsided, For fl.'�, Evaluothers, Reports other: RrrTR -0 IN'ST-I 4-I-xI Ir,r,TRI ICTI.-)N.� FC.R F 1 �4 -� PQ �� F -1 17,4� ,,i SIZY� AND R4-11'173S. Cmaire'l bq :ndewd t�� r- P5r--,,.: '(as - � .... ... -- - --- - -- 1550"Is, 3 PE'TA,iclL4�. ZF -5-0,iS70 RE,�TAI`10-11LAR SH A-1-M-NUM wit,D04 I;ICI4IMZACT -------...- _ �_____ is Llmi is of Ll- ldAal.b in Instructions - - I .. Apprurned for me in HVII Fk, Fl�-ti- PQ U , --I- -�IL Approved for urge outilicha HVHZi � vmfictlBv,Lui-Robbrtol�6�x 4 Impact Flovilobir I'l, I-,t,i by *rid�rdl i -. P=r-,- Y Design Pressure: N/A Evaluation Reports Option litftil C, IM- IAIL-A t0i'l IN', I PLCWX4� LIk L41,� P-.' 4�L 111P.) .cal- sl-F� -ND P-frj�, 0,nt,i by rrd�r�r Th r- P-,-, ,',, .. ME= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE�w so.—I.o. c—P"—�--;%cti,.cmaa—h"I�rut%, 0 !��.P,urki,l,evuh Prod ct Approval u 10 �Ri pulilk Use, I I..t.tA)....LU-,a...L.-�.�>A..k4..LL,t�AoWi�b.oaM FL If -LI2274 Apial Type 14.. Code Version 2cal Applicarcin 5�atus kisprove:1 r.inritart. Archrived Product Manufact.rar 5ensural AILIMLILM Company Addross/Phome/'Email IC01 W. CrcstV Rd --rrol tcn. TX 7 5G]6 �972) 212-5271 EXt 2G7 van.par3ces0iJacix.ccrin Aut"riziad --,gn.,,,. I- Paredes ..p..s0g.d... Technical Represen-:afive I van Paredes AddYe,sWrPh.me;r.ail ICO1 W. Crc3ty RD. Zarrol tCr), TX 750)6 van, paracesocil ccrn Cuality A;sirarcria Roprissortativis red scrcback Address/PrionelEmall I ED1 W. Crcsty RD ::arml tcn. TX 7SOS6 trad.icrobaskagrict,.tom Category =xterlor C,Dors Sub.tsig,ry ;I ding F-ior Dc., assemblies cuatpfi,st� meow'I Zvi ifi.xilicni vil x Li�li,,j CertfiCZbon Aqercx Anerican Architectural Meni.facUrairs Association Validated By 51evien M� Dish, PE visficlatticin C les],list - Harc.py P-sti.rid Penenerroacl Blanchard and Year (of!.ntasndarcl) sueddin )%K AAMA/WDM1k/C5A 10:11.5.Z/A440 CZ 2oo5 Equi,,alercsi of Pr3duct 3tardards C.,bfi.d ;� FrOdUCT APPMVai MSUICCI Methol I Ortion A Date Sub�ittqd 37/04!2DE9 Date Validated WC4/200 Data Pending FSC Appro-I 03ID912009 Data Apprg�srd 04f*712M �Lum"aw-mf Prod press . ; I-ii-si 1 Model, Number or Memo - D�ription 1 12274LI Series 420 I Aluminum $GO XX and XCr (Firrileal 96' It 80"VirgIc Glass I � and Insulated Tempered. Per Manufacturer's Inistoilliation I I instructions- i I Limits or Use Corldficativern Agency Certificate 1 Approved for use In Hill No FL12274 RD C rAC 01 Series 42 0 xX (% x 00) APC.lxlf I Approved for Lane outmid a NVIIIIZ: Yes Quality Amwence Contract Expiration Date I No : Impact Resslartant; 06/BO/2012 I Design Pressures +40/-40 i ranstallartleft Instructions i Othass,. Sm attached drawings for the installation FL12274 RD D 01 FIT00498 DraisiN.ptif I I :nstructirdirs, product peforrmarKe, linnitsfOris and other, Vellfiad By: Luis R, Lot"$, P. E. 62514 ! imits of use. Created by Independent Third Party Yes . � I Evaluation Istropearlds I � I Created by Independent Tim fill Party � I 1 12274.2 Series 420 Aluminum SGD XX and XO (FIrder") 462 x 96� Single Glass . I I and Insulated Tempered. Per Marrislarictureirt's instaffestlon i � i Instructions. 1 Limits of Us. Cartlificatichri Agency Ocritifical ; Ap:roved for usest In HVH7j No FLIZZ74RO C CAC 02 Serift 420 XX (96 x 961 APC,udf _ I Ap roved for real outside KVNIZ: Yes Quality A�anm Contract Frapirartior, Dow : Impact Italostaral No I Oil Design Praedaurs- +40V-40 : Other. Sao attached drawings for &,a Installation Installation livallarractionts F=174 RD 11 02 FLOO499 Drakitio,rd � , instructions, product performance, liffftIDP and other Verified By: Luis R. Lomas, P.E. 625i4 :1 limits of uses. Created by Independent Third Party: Yers i 1-hreations Istrepearthe I -- - - Created by Independent Third Pasty: - lii-- �-,v,vii I Series 430 Aluminum SGD XXX (Finse") 143' x 80* Single Glass arid i f.------- In, lated Tempered. Per Marturfaircurer's Installation I -------- histruction'. - - --- ----- I--"-- ' Limits &F Use Certification Agency Certificates Approved for door In 141sl No FL =74 RD C CAC; 05 Sensors 4 30 XXX �143 x 80) iI Approved for sione trustrild se HVNZ; Yes � AFIC.,d Impact Kenai 'I , I � Nk� I andinces Cambrail Expritnebbits. Data I Qu isfity, A ... Design Pressure -43,1-aij C7/02!x L2 0111dan �zo 3ttorched drowt-ge to- th::- insto ation IrAft0abon learlinuctlichnis t-L ± .1s, pc.-t FIN-1-1111cr-, li mits,'Dit a-d cr.her rL 12-174, 0_11� �7 FIOvM,�2 Cli avai, � p J I Im ts Df tice "en, e, L. =uil P.E. 6.25 1.1 v Created b�� independent I hard -wltv: Yes Evialtakiticast Reapdarlds Created by Independemt Third Derry: 1;>�>746 . ,I - 4,.r Abnnirs S(T) 0111, ',-irrl�.; 14�," � o6* �irxjl� ("llosss . -d 1� :rsi.latad Tem:ere Per P,tresifecturer's instal stor tricitic,ctmna. LftrAts of Use CwgflcaHan A - Approverd for in: In HVHZ; t,o rl lz.�,4 HiD [0717��il XX� ,141 L-�j� App-e.d forr - unattsid. HVNZ; Ye. ;W-Cr"If - Impact amistwea LID QuafillyAssuriance Corstrocit limormtkm Darift Design pressure: -43,1-43 '�Il Zil;yt Oliver, S- ,iLtcn,1..d di .wi yo, Ic, tire i-t. .ti .1 .. ,. .. instri, ct ons. il p:r-cr m3rl )I ,mtB/Dr a-d o-hu FI-122711 RCI 1) 06 FLi)05Z1-- [,rai-I;�pcif I rim Is 3f use. Verth ed , Lu a �,. Lbnnm� P 1,. 62!; 14 C,-L�,�b�l,,,J�p�,.d�,,tTI.i,,J-�Ly Y- Evaluation Reports . C.-Ar-d hy lrrd�fs-d�nt Third �nrty, I Mp//www.fadclabuilciri&or,W*pr F , � � - � � - , I � , , --- - - � � �', - I t I i 7- L I : f - I � - iii! l � - I � ---- ---- --- - - r5a I �,, I � : I ac.- 'r .9. -ramese, F --pics 1 yrshar;e 1 - 6 : --. q - - � am$. ., ! unius I a - aProduct Approval unit! pullsk un, ,s-,J,-,ce,aacrskaJ,gasu � P.d - - -Auk,- Amundson Ddisli FIL # :1-12939 Appil,caticn, Type 'jaw Code Version 2col - Applicaticin S-atus Approval F-ents Arch,,ed Product Nanufacilirar 5ranarsi AfumilLm Company Addr/Ph.re,�Gm.iI ICOI W Crcs1tV Rd. Zarrol tcn. TX 7,036 �972) 2-2-5271 E�t 2107 van,p3r:acrJs0qactx .ccm A.+.rizrid Signia.r. Ever. Piarisdiss virri.p-c-girgsid-in Technical Reciesen-at- Ivan Paredes Adric-sy'Phrirre/Crrail 1CO1 W. Crcky RD. -arrol tCn. TX 75036 -van. parscesviIacix.ccrin Cu.lity A;.,,-- Pasp-r-tati red Sor,tad, AddresiVPhone/Enfatf 1C01 W, Crcstty R 1) -arrol tcn Tx 75056 tra-Iscroll-kegactx.- Category N ndo.s Suboatog,,V 4.6-t.1 Sir- Cumpli-. mroth.uli 21udUUII Rr,0PU1t Il d FIr.xdsIR�JId AtOlit-L ur d Li�wd 71orcla Frotessio-el Engi-reter C-I.sti., Report I.,dwpV Racal Flo,da Eng near or Architect Name who daveltiped -us Roberto Lomas the Eucluatio-i Report Flo,ldai.ltenssa -EHE2514 rua�itV A;s-irar-ce En ty 14atibroil Aonrrsdi�alion and Manag-ont 'rictitutra ' CuaitVAssirarceCo ta�t 5xpratim Date I' 2/31,12 31 1 Yalidated By 5lovern M. U-ich, PC YalidaboriCiecklist Harcissisy Rem,od Certificate uflrdependence -L4939 RD CCl 511362-2,pd Pedererroed Standard .rid Year OfSt-dcl� firtortcl-d Year AAMA/WDMAICSA 10-/LS.,/A440,[S 2005 Eq.iv.le,. .fP,bd-t 3tardard, c sartified 3� sBctoms "rom the Code :Y.-A- Ani-I M�trrr,d It,-,.d I Orl, -vt, r) '),f,, -.0-ittevi -),;,Ts/�� I(A :).to ,'.dL.,J OWI--/2309 Date 26iding Fzv: ��p,rcvsl J-,i1,V2Jo9 ji:tcApp-civc� ii,"t�3f2jvi FL V 1 Model, Number or Marne Desupc - 1290pm 1 *-eri es 20M Pau minur m H5 'Fin � W ,4 W xs-lat-d A- neele, D�Z. Fe - I MfeI'1t11(.I1.U1I .11-1.011111 Limits of Use "Na'a'" Approved for use In "ll TJo ILL29!ldozlljlklu-*,"u��wl'ollc R1asnGjln,,D,-f Asup-d firs, ... couldelche HVHZ: 1 '!.if . 5 � L, I, P. Us,,-, la - 625,14 inwactitmi Is r-ro Create'dj 5v I incritencei:71-I r: Pisr-1: -as Dicalginfervissum 4W ILI Evidulabon Reports Ott-. So,, oinnh,.A &g, fir, -h,. l),t 11 1��Q.��q-t -1 .I4F -�l I � -,xi- rsnrudb:�s, p-ndu:t partcrmasn�e. Tim tizoVP ant orciar Croar�d -,v ln--6-errcflr'��r: F-r7/: -as mlacf- me. -4--f a) (1) ll . 1....- ... ,.-.,,.,,.—,....",-�....,.--".,-.. U) —CU (1) -6- -0 > r- 0 , a) 0 -40 :3 -- -.-- - L_ L- -0 . :9 I 1.� - 2-- - M90, a) 0- = 2 - NINON= (D Or o ... �orn 4 , s,., 1 , - I � : -.. .rx,s -- i . - . - issif .5 - .. : - I -- , = CU -0 a- . *uct Apis I Z. � . a ..,..., 0 im — U) a) tf = reut , arz�s , en,boaden dotel (D —0 0 -0 F * Application Type FL5302-Rl Re slon C 0 -2 -= -0 a) Code Vers4on 2007 L- 0 Q- = 0 ?�: Application Status Comment. Approved = 0 U- Anduved r!c = M 0 - - -6-P L+- - CU CU 0 > Product M nufacturer Address/Ph.ce/Enaril Amarr Garage Doors 165 Carriage Court wostch-Sal- NC27105 U) .- 0 , (336) 251-13DS U) W L- -6--, dancy.joyno-Owner,ainn U) CU (D- r- M ii- N 8- Authorized Signature Danny Joyner danny.joynerstormarr- �- -0 . = U) .< Technical Represem.tivr, Da.ry3.yn.r - --- -- - I AddreWPInkina/Email 16S Carriage Court W.A..-Salern, NC27105 (313N) 251-13D9 djoynersildimmenrcom Qua Ity Assu rance Repi-esaintat AddreWPhone/Emati Category Exterior Dcois Subcategory Sectecal Exterior D-Assemblies Compliance Method Evaluation Report from a Florida Registered Ancirilbect or a Warmed Florida Professional Engineer In Evaluation Repont - Hardoopy Received Florida Engi ear or Architect Name who developed Thomas L. Sheirmardine the Evaluation Report Florid. Ucense PE-00,18579 Quality A-..- Entity Interhirk Testing Ssvvicns NA Iric Quality Assurance Contract Expiration Date DI/DI/2099 Validated By Steven M. Urich, PE 9" validation Checklist - Ha,dcopy Received Cenlflcde of Independence FL5302 40. Cgk-l�L,I-ahgLg�,�L,L,I-�m,�tt"fl�,dSp n ence eA 7 24,2007�pdl` Referenced Standard and Year (of Standard) omodmfd Y211131c ANSI/ ASMA 108 2002 ASTM S 330 2oo2 EquIvalecorsol'ProductStanclards Certified By - Sections from the Code Product Approval Method Method I Option D Date Submitted Iz/15/zoos D:t. Validated 01/07121309 D be, Pending Part: Approval 01113/20II9 Date Approved 0 2/ D3/2ODg 153G2-4 (moo) and Heritage Dwg. IRC-6009-1311-15, Thru 9'wide, 1 =it Limit, of une lartaillarlsom zmamindjame Approved for users, in hill No FL53D2 R1 II-IRC-6G09-130-11j.pdf Approved for stran outside HVKZ: Yes Verifled By: TOM SHELMERDINE DD48579 1 tonsured, Rod ..is. No Created by independent Third Party: Yes traded P-.-: -26.7/-31.6 Evaluation Reports, other. Desion P-111 126-71-11-1, Not ,or ... 1, 1-Z. L5302 R1 AE A - ---' 8 02 -�� - f Glazing option Mail not be used in wind-lborre debris FtI302 RI AE PTID 5302 T I-RC-609-1:0-15.P , region unless structure Is designed as partially enclosed or Created by Independent Third Party: Yes door is a tons nt door. 5302-11 1 stiatford (14151313) and Heritage Dwg- IRC-6016-130-15, ID'Thru 16'wide, (mg5o) Limits of use ImtothW� Instructions Approved for - in HMM� No Fl�_,W, R, Il r 130-25f Approved for - outorlde, HVKL- Yes Verified By: 11�ll�S�HE5L8M'E2RD'INBE�COO'4'815'7-9 Impad: Resistant. No - Created y n end I: rm. Party: Yes portion Present +u2re-s`zS296-/1`29+1, Oth- Dalsg=: Not for use in HVHZ. =7"ITZEI-M 02 M., Ft 302 III AE ' Mc 512 7LA � Glazing option shall not be used In wInd-loorms debris Created bly Independent Third Party: Yes region unriess structure is designed as partially enclosed or is a If ... eplaomme,t: door. --- .s � I ... � I I - �� I a im5m ........ � ... .......... .... ,--- ..... I'll, ..... - .. . - ... I .. . Is . : u- n-- � - T ,,s -.- 1 six. . � - -1 I .. - .. r run. I - �� Apo I O=d-t -k - I 1. � 1 rba�l FL * I � ...�m perdi FL5427-112 Application Type Revision Code Version 2007 Application Status Approved c mmems . Archived - r� Product M ... flact, Amarr Garage Doors Address/Phone/Emall 165 Carriage Court wind n-Salism, NC 2 7105 or (336) 251-1309 diery.joynarriParnarr- Authorized Signature Danny Joyner damnYj*Ycv0amdrr.com Technical Representative Danny Joyner Aconaars/Phomi/Ensail 165 Carriage Court wreston-Sal -' NC 271B5 (336) 25 1-1 djoycax@amZD9rr.00m Quality Assurance RepresectIdNe Danny Joyner Address/Ph..e/Enruil Annarr Garage Doors 165 Carriage court Winston-Salem, NC27105 djoycongramarr.comi Category E.t.ri. D ... s Subcategory Sectional Exterior Door Assembi Ccrmpli,mas Method Evaluation Report fmm , Florida Regj,Nr,d A,chitsid, ,r , Ucarrised Florida Professional Engineer R, Evaluation Report - Harrill Received Florida Engineer or Architect Name who developed Thomas L Shelmordme the Evaluation Report FI rid. License PE-0048579 Quality Asauc. Entity I.teft.k Testing Sax,ic.. NA En,, ual rance on a space on ate I/o I o s Validated By Steven 14. Undir PE F Validation Checklist - Hardicapy Received Certificate of Independence _CC ' I'l-1427 �2 I To,, Sta,kne,d, L,tt,7 ,f Irrdepdv, L2122r,-.df Referenced Standard and Year (of Standard) Y- A5TM E330 2ooz Equivalence of Product Standards Certified BY 5427.3 C.,."ince I--- sr- - - sRca5,3-0c9hr2-3i0s�5-c- and z - ,--I 1 Limit. of Use Installation Inetructiones Appanevend for - I. NVINZ: No Fl.54?7 R,? 11 m 53P9-130 15 R.7 S6HTgd.]Jrs,Inq,.p - � .-O Apparmaniforroseraosaft sHVHZ:Ym Ventres By: Thomas L Sh.1mardice ` Impact Pool sent No Created by Independent Third Party, YPE#0048S79 Dresign Prioureare: +26,7/-31,6 Evaluation Report- Othes,.Notforzin VHZ. Glazing not available in FL542 ?.R2 Ak�ASCE 07 98 -02 -05.Kf _ � _ ,, - HVHZ. 32" Tall S ons MAX FL,42 7 RZAE ClarN Media i 500 C[mv,a I QOO ZCCC..d � 1;7R2-AEIR -53QS-110- 15 Ei,irrcl R.N,L.pdf FL� c� I ---.- Created by Independent Third Party: Yes 5427.B 1 Class ra 1101 and! 2111 11111, 11' .1d. Closer- 1111 and load 11110. 1111 - sool, IRC-5316-1 30-24 Limit. of U- Inebriation Imatri.noti.eas Appronseved to - I. I1Vl No FL5422 k, 11 IRC-5316-130-24 P,-�5 Aparannnod for - -taid. NVILJU- Yes Verified By:jThomas L. Shelmardme FIL PE 0048579 a Impact Ron rmt; No Created 1, cdepend rt Third Party: Yes design Provisioner +25.6i-29.1 Eveirressame Reports Crither; N.tf., use In HVHZ. Glazing net available 1. ELN-4'i7 E 'cccs`c`1gq! HVHZ+ 32- Tall Sections MAX A�' 2N�,,�,-"=." �. l000 Zccii.pdlf - - N .1 FL5427 R2 AE IRC-5316-13D-24 E-.I.t,.r Rt.rxJf Created by Independent Third Party i ,. 2 4 Z � 1 ! I --- OF 7 V i � I I r yi 0 CU -+--O (D 0 = 0 I Wi.� M 0 = -4-0 (D 0. a) - C < W M > 0 0 1- WOMMIP 0- m � Cn 0- < -0-0 0 W =3 0 i� 0 " 0- a) C) U) cu M LU � < ;Z M < a - SHEET NO. PA 1 ,1 I W- E.� A-, 9-; � .0-0, F-9 a- - Lool CD CIO T-- U-) T- 0. acls Home I Laq In Us. Rgistatio, Ht'r— SbmkS—hege Staes� 5, F� Plkk4tonl Staff SC13 Site MAQ SeenCh Product Approval UMR: pubk _- _k. P~i. Deal FIL FLF3905-Pl Applicatinn Type Revision Code version 2007 Application Status Approved Comments A,ch,ved Product Manufacturer General Aluminum Company Address/Phon e/E mail 1001 W. Crosby Rd Carrollton , TX 7SO06 (972) 242-S271 Ext 207 ivan.paredesiggactx.corn Authorized Signature Luis Lomas rilomasairlomaspe.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W, Crosby RD. Carrollton, YX 75006 ivan.parede5ogactx Cam Quality Assurance Representative Ivan Paredes, ME, Address/Phon e/E mail 1001 W Crosby Rd, Carrollton, TX 75006 rvan.paredes0gacr.x,com Category Windows Subcategory Mullions Co. prance Method Evaluation Report from a Florida RegistereclArchitect or a Licensed Florida Professional Engineer Evaluation Repoi t - Hardoopy Received Florida Engineer or Architect Name who developed LUIS R. LOMAS the Evaluation Report Florida License RE -62S 14 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardoopy Received Certificaite of Independence FL8905 F1 -QI 51021QA,pd Referenced Standard and Year (ofStandard) Equivalence of Product Standards Certified By Sectors from the Code 1609 1714�5 9B-72.070 OCIStome :Log:n ;Usirpegmuston HotTopi:s Sjbrnk�harge Rats & racts publications F3C Staff OCIS Sze Map Liril. 5—cl, Product Approval USER: Pubit usar lApplextionDe.1 FIL PL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer CertalnTeed Corporation- Roofing Address/Phore/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215) 274-2350 richard.a.snyder@�int-gobain.com Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address,'Phone/Email PO Box 11GO 1400 Union Meeting Road Blue Bell, PA 19422 Allan.R.Snyder@saint-gobain.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 I' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Norman the Evaluation Report Florida License PF-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, PE 17 Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R2 COI Trinity ERD Certificeiton of Independence.pd Referenced Standard and Year (of Standard) Standard YAK ASTM D3161, Class F 2OD3 ASTM D3462 204 ASTM D7158, Class H 2005 Equivalence of Product Standards Certified By Sections from the Code ProductApprovall Method method 2 C"on 8 Product Approval Math Qd Method I Option D Date Submitted 0110912OD9 Date Submitted 07/27/2009 Date Validated 0110912OD9 Date Validated 08,'13/2009 Date Pending FBC Approval 01/15/2009 Date Pending FBC Approval 08/31/2009 Data Approved 0210312W9 Date Approved 10/13/2009 Summary of Products Sumni of Produ FL Model, N umber or Name Description 8905,5 144 5, 5347 AND 5547 VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION I MULLION 54 ertaInTeed Asphalt Roofing Mingles 3-tab, laminated, architectural and 4-tab asphalt roof shingles Limits of Use Installation Instructions, Approved! for use in HVHZ: No FLa-)OS PI 11 68-00142A.Irdf Limits of Use Insinuation Instructions Approved for use outside IfVHZ: Yes Venf,*d By: LUIS R. LOMIM 62514 Approved for use in HVHZ: No FLS444__R_2_ 11 erO7270qFINAL.Asphalt Shin_qle_FL5�41_- Impact Resistant; NIA Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes R2.1)d Design Pressure: N/A Evaluarhon Reports Impact Resistant: N/A Verified By: Robert Niernmen, PE PE-S9166 Other: REFER TO EVALUATI[ON REPORT AND FLgI.N5 RI AF 51Q223A,pg Design Pressuns: N/A Created by Independent Third Party: Yes INSTALLATION INSTRUCTIONS FOR DESIGN PRESSU RE Created bi, independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports RATIN(Z 1 4 R2 AE erG72709FINAL Asphalt Shinale FL5444- UtF/Iwww.lori&biilciw_or#pr/pr_app_(ki.aWe�.'Wanr�wOEVXQwt. Created by Independent Third Party: Yes F_ MC steff acts Sit. Mea U*, S_h Dqutareenit fC .. wear Aftlins SJ� S—he,e sk� & Pkh�. Fkr.* &A*v Cod. Orellne T Cod- and Stwaidwd* 2555 SM—d Oa fil.,& Ta4atetasee, Floda 2399-2100 Product Approval . .... ... LSF) 67-1824, Fa, (650) 414-8435 UWRI P%bk Use, 1 M > w 1�� > A—lkst— Applibiiitken Deals MFL* FL12968 Application Type New Code Version 2007 Apphcaton Status Approved comments Ar&jved Product Manufacturer General Aluminum Company Addrass/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 (972) 242-5271 Ext 207 i van. paredesogacr—com Authorized Signature Ivan Paredes van.paredes0gactx.ca- Technical Representative Ivan Paredes Address/Phon e/E mail 1001 W. Crosby RD. Carrollton, TX 75006 ivar . paredesogactx.com Quality Assurance Representative Ted Scroback Address/Phone/Email 1001 W, Crosby RD Carrollton, TX 75056 ted.scrobackagactx.com Category windows Subcategory Single Hung Compliance Method Certification Mark or Listng Certification Agency Americar, Arcinitectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardoopy Received Referenced Standard and Year (of StAndard) Stan gland Year AAMAMWWDA 10 1/1 S. 2-97 1997 AAMA/WDMA/CSA 101/1.5.ZIA440-OS 200S Equivalence of Product Standards Cerbfied By Product Approval Method Method I Option A Date Sub-tted 138/28/2009 Date Validated 08/3112OD9 Date Pending FBC Approval 09/04/2CO9 Date Approved 1011312009 12%8.4 � Series 1900J1970 Limits of Use Approved for use in HVNZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: ~40 Other: See attached drawings for Me m"latior instructions, product performiance, limits/DP and other limits of use, Aluminum S/H (Fln) 54" x 72' Insulated Annealed DSB. Per Manufacturer's Installation Instructions. Certificalo on Agency CertiRcate PL12%'S RD C CAC C,3 Seiric�, 19,30 1970 (54 72) A-C pg[f Quality Assurtmece Contract Expiration Date 06111/2013 Installation Instructions FL12%8 RD U 03 08-005784 Ractanclulai pal PLI2968 RD 11 03 08 00579A Dg,siqr.r.pd Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation ReporU Created by Independent Third Part�: ........... Misr— wg:n Use-Regaon Hot'ropts S�O:Crarge ctats a racts 1 Pubitat— FBC Sta-f BC15 S,� Map �k_- !3earth Product Approval USER: Vtb� Use, F W-t A-- :4— sk� 1-1—Lal I Applioeti— Detail FL t FL12103 Application Type New Code Version 2007 Application Status Approved Comments ArchIved Product Manufacturer Alslde Address/Phone/Emall 3773 State Road Cuyahoga Falls, DH 44223 (330) 922-2389 rithompsontpalside.com Authorized Signature Nick Thompson nthompson@alside.corn Technical Representative Nick Thompson Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 nthompson@alside-com Quality Assurance Representative Jack Mowery Address/Phone,'Email 3773 State Road Cuyahoga Falls, OH 44223 (419) 853-4656 InnoweryiPalside.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida Ucense PE-119354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE f7 Validation Checklist - Hardcopy Received Certificate of Independence FL1121103 RO CCI cart ot:ndependeri Referenced Standard and Year (of Standard) Standard YAK ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/1212009 Date Validated 02,125/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 12103.5 ding Limits of Use Instiallationi Instructions Approved for use in HVHZ; No FL12103 RO 11 Coventry.pd Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Rmistatvt: N/A Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other: For use as exterior cladding only. Not for use in `1 12103 RO AE Coyentry.;�d HVHZ. Allowable Design Load for all configuratfons (Double Created by Independent Third Party: Yes 5', Double S" Dutchap, Double 4", Double 4" Dutchlap, and Triple 3" +!- $6.5 psf with nails. FA � a =-- U = =.--- =A = =_ Z_ 13CIS 1 ome � Log :n : Use, Reg-raton HotTopcs SubmtSurcharat statsitracts, publications rDCStalf 13CISS,mMap Unks S—h Product Approval USER: luto. Us., Mor. � prldl� r _nt � App". 00.4 FIL 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.JovanovcC=)kpproducts.ronn Authorized Signature lovanovic Alex alex.jovanovicCz')kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 05476 (905) 793-9462 Ext 235 alex-Jovanovicockpiproducts.com Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Surnmerlea Road Brampton, NON -US 12345 (416) 553-6818 alex-jovanovicG)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 , , 0� Validation Checklist - Hardcopy Received Certificate of Independence FL12199 RO COI !Cc: Certificate ofindeoendence.odf Referenced Standard and Year (of Standard) Standard YAW ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option C Date Submitted 02,126/2009 Date Validated 03/0212009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 _Rf I! �.dm. FL Model, Numbeir or Name Description 12199.1 Cenrter_�en�ed 12�/So!ld 12" Triple 4" Partially Perforated Vinyl Soffit Limits of Use Installabon Instructions Approved for use in HVHZ: N D " 121- RU 11 Kaycan Instaflanor_pdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other; Must be installed as per the manufacturers F�12 199 RO AE ESR-1495 jag 09,pdf i DCIS Home Loa 1, U� Registrar— Hot Topts Submit Sutl� stars 8, Facts pwitanora r3C Staff 13CIS Site Map units Sesn:n 14 ProductApproval USER! pubic �, D-AW-AW—* M I �Td Apkkiltcl Se'r, 60 1pr�n t > A ones _4t___ jj_ pplicartlon FIL it FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived FF Product Manufacturer Florida Metal Products Inc. Address/Phonei'Email 694C Stuart Ave Jacksonville, FL32254 (904) 783-8400 (Jark@flanvo.com Authorized Signature darkJones darkoflarrico.com Technical Representative clarkJones Address/Phone/Email p a box 6310 jacksonville, FIL 32236 (904) 783-8400 dark@flamco.com Quality Assurance Representative clarkjones AddreWPhone/Email p a box 6310 jacksonville, FL 32236 (904) 783-8400 darkCc)flamco.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 Miaml-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year 7AS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06/0512008 Date Validated 06/30/2008 Date Pending FBC Approval 07108/2008 Date Approved 09�15/2008 Summary of Produces Model, Number or Name Description 12075.1 VENTRVIO VENTRVIO Limits of Use Can d cartion Agency Certificate Approved for use in HVHZ: Yes FL2C75 R3 C CAC 07-1105.C6 MM0 MIAMI DADE.pdr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. N/A 01/31/2009 Desiign Pressurvin N/A Installation linstructions Other: FL2075 R3 n 07-1105.06 RVIO MIAMI DADE.pd Verified By! Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 2075.2 VENTRVIO VENTRV10 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2075 R3 C CAC 07110506 RVIO MIAMI OADE.P0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N;A 03/13/2013 Design lairessure: N/A Installation Instructions Other: FL2075 R3 N U7120506 RVIO MIAMI OADE.p Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Eveluatim Reports Created by Independent Third Party: Faa� Fmn� DCAAarninistration Datiente—tafCoreary—tyAlffielin, Pheide &A*W Coale On&. Cod" ad Siftedival. '555 Sr—ard Gak abd—W T.Ath—ea, Ffi�dft 32399 -2100 85.) -87-la24, � M.50) 414-8436 acts Home Log In UserRegistroton HotTopm SLhm* Scrcharge Stats & Fafts Publtaom FBC Staff DC:S Site Map Lnks sagn:� Product Approval USER: public Use- �Arvixauo. , Applikatioe Detail FIL FLI 1024 Application Type New Code Version 2007 Application Status Approved Comments Archived IT Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone,'Emall 11801 Indus" Drive Jacksonville, FL 32218 (904) 696-4682 jbkelsey@serrietals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Indus" Dr. Jacksonville, FL32218 (904) 7 57-4200 Ext 4682 J h kelsey Osemeta Is.com Quality Assurance Representative Gerry Shotsberger Address/Rhone/Emall 11801 Industry drive Jacksonville, FL33218 (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 Mlarrd-Dade BCCO - EVIL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 100 YME 1995 Approved Evaluation Entity FL11024 RO Eculy 2008 NOA Weather Vent.ndf CD 12MM 2 Dcr, hor- Log In � User Regisoaron Hot Toprs Sotmit S—htirge Stats & Facts PUblicatians F8C St.1f OCIS Sit. Map Links S—h C:) ct Approval ubit User CD C c- CU 0 -0 Q_ (D Pnol�tAoc—IM00 >-Plod Ora t I h I APoketion LIS > Applikation Didal -iie.., U) FIL FL722-P2 CU — CU (D -0 Application Type Revision 0 Code Version 2007 2 Application Status Approved 0 3_ = Comments 0 LL. Archlyed FIT CU 0 0 > Product Manufacturer Metal Tech, Inc. U) -0 E 0 Address/Phone/Email 7635 w 2nd Ct Hialeah, FIL 33014 (D 2 970-7507 U) 0- (305) W CU steve@metalte&.com CU C1 U) < Authorized Signature Steve Pulliam Engineering4metaltech.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Stomr, Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Handropy 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. W Validation Checklist - Hardcopy Received Certificate of Independence FL722 R2 COI 024 cart indipend.Vdf Referenced Standard and Year (of Standard) Standard YAK 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 Va I idated 02/02/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 FL * I Model, IN urniser or Name Description 722.1 .024 Galy. Steel Hurricane Panel Limits of Use Installation Instructions Approved for use In HVHZ: No FL722 12 11 024 drawlticurldf Approved for use outside HVHZ: Yes Verified By: Robert S. Monsour PE 11955 Impact Resistanti Yes Created by Independent Third Party: Yes Design Pressure: N/A Evalluartion Reports Other: Not for use In High Velocity Hurricane Zones of the FLZ22 R2 AE 024 evaluation.p Florida Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independent Third Party: Yes Maximu m Design Load 103.02 P.S.F. with a Span of 55" �W� =_ DCAAdminstrattri Depert—t ofCon-unly Affft rxerAdis flulifirg Code Onfine codes rid Standerielm 2555 S&dMafd O&K S&MV&� A KISH—Log In Use, Regmbrt.n Hot Topics Submit Surcharge . starts & Facts Poblications FBCSWIf I SCIS Site Map Links r search I &I&kpr.duct Approval P.M. User P,d,tt A-r-1 M Appikatimlatittill FL* FL4804-P2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived 11E Product Manufacturer Alufab Hurricane Shutters Inc AddressiPhone/Email 13000 NW 38 Avenue Opa Locke, FL33054 (305) 688-4701 Ext 19 anthorry@alufabhurricane,conin Authorized Signature Robert Andrade anthony@aluftbhurricane.com Technical Representative Pedro De Figuelredo Address/Phone/Email 6971 West Sunrise Blvd. 104 Plantation, FIL 33313 EngcoLdeol.corn Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P7 Evaluation Report - Handcopy Received Florida Engineer or Architect Name who developed Pedro De Figuelreclo 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 - Hardcapy Received Certificate of Independence FL4804 R2 COI 09-032 CI.Pdf Referenced Standard and Year (of Standard) Standard ASTM E330, E1996, E1886 Z002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Product Approval Method Method I Option C Date Submitted 04/10/2009 Date Submitted 07,109/2ao8 1 Date Validated 04/22/2009 Date Validated 07,127/2008 Date Pending FBC Approval 05/18/2009 Date Pending F13C Approval 07,11812acia Date Approved 09115/2008 Date Approved 06/09/2009 FL Model, Number or Name Weather -Vent" 11024.1 T: Limits of Use Approved for use in HVHZ: Yes Approved For use outside HVHZ: Yes Impact Resistant: N/A Design Pressuire: N/A Other: Description Off -Ridge Static roof vent Installation Instructions FL11024 RD II 2C08 NOA Weather Vent.pdf Verified By: Mlaml-Dacle BCCO - EVIL Created by Independent Third Party: Evaluation Reports FL11024 RD AE 2008 NOA Weather Vent.p LS.1�9 L_�] DCAAd-istai DiseartneiratafComarwiftyrAftaks, FAivildir &Mft Code Onlre Oxii ad Stiareerift, 2555 51--d (1,kilnie—il TaNaPa—, Fknais 32399-2 120 YSG,� -67 1824, 1- fV50) 414 8431 FL * I Model, Number or Name Description 4804.1 24ga & 22ga Steel Storm Panels Corrugated 22ga and 24ga Steel Storm Panels Limits of U Installation Instructions Approved for "so in HVHZ: No FL4804 R2 U 09-032 DWG.pdf Approved for use outside HVIi Yes Verified By; Pedro De Figuereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +104i-104 Evaluation R � - h Other: Product to be manufactured, designed and installed FL4804 R2 AE 09-032 PER.pd as per drawing 09-032. Created by Independent Third Party: Yes F_� [__� -AAdarnistrat.r, USpAnIvae- OfCbmesunityAftlis, igerike, Bussing caev cna— Cod- -,d St—fievil. 25555 StImIld Oak Sxd�am# T.1khassee, Fbrd. 32399-2100 850) 487-1824, KaY,1850) 414 8435 Z Z W MJ co C_ U) ca 0 WPM=# C/) < fee -ell, 0 C, QD (1) co co cn SHEET NO. PA 1.2 CD CD I Ir— Q0 I CD co