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HomeMy WebLinkAbout37707-37723 Aaralyn RdLENNAR_ LENNAR TAMPA DIVISION 600 N. WESTSHORE BLVD. SUITE 500 Tampa, FL 33609-1140 813-882-4663 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 ALL WORK SHALL COMPLY WITH ALL REVA r 0A- t_ 2 3 PREVAILING CODES, FLORIDA BUILDING CITY OF- ,tFtR�. CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES PLANS EXAMltiek__4"_ Please be advised this review of plans submitted is a Irsory review to assist the contractor in compliance with Vlicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the ractor's sole responsibility to ensure that the plans are in mplete compliance with all applicable NFPA codes and :al ordinances. In the event that further examination or I inspection reveals areas of noncompliance, it shall be contractor's sole responsibility, at their sole expense to ring those areas in compliance. The City assumes no )onsibility for the contractor's failure to be in compliance iith all applicable NFPA Codes and local ordinances. OMMmms PLAN ) VE ISBN nyoffM 3Y ZEPHYRH <LL, A SHAL'S OFFICE Date: 3 wiswr: n I WTT Is- .." 11 WAT 1 0 ABV. ABOVE M.C. MEDICINE CABINET A/C AIR CONDITIONING M MFR, MANUFACTURER ADJ. ADJUSTABLE MIN. MINIMUM ALT ALTERNATE MTD, MOUNTED AMP. AMPERAGE MTL. METAL A/R AIR RETURN BD. BOARD N.I.C. NOT IN CONTRACT BBLDG BF BI-FOLD (DOOR) '~ BLDG BUILDING N N.T.S. NOT TO SCALE 0/ OVER BLKG BLOCKING BLK BLOCK (CMUs) O.C. ON CENTER BM BM BEAM0 BP BI-PASS (DOOR) O.H.C. OVERHEAD CABINET BRG BEARING OPT. OPTIONAL O.S.A. OUTSIDE AIR 4,_ CENTER LINE fE PROPERTY LINE CAB. CLG. CABINET CEILING P P.B. PED. PUSH BUTTON PEDESTAL CMU CONCRETE MASONRY UNIT PH. PHONE CONIC. CONCRETE PLT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR D. DRYER R. RISER 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.D. SH SMOKE DETECTOR SINGLE HUNG EXH. EXHAUST SH SHELVES EXT. EXTERIOR SHT. SHEET SHTHG. SHEATHING FAU FORCED AIR UNIT SHWR. SHOWER F.G./FX. FIXED GLASS Sim. SIMILAR F.G FUEL GAS S.LT. SIDE LITE FIN. FINISH SGD SLIDING GLASS DOOR FLR. FLOOR STD. STANDARD FLR. LINE FLOOR LINE S.U. 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 U.N O. UNLESS NOTED OTHERWISE G G.F.1 GROUND -FAULT CIRCUIT INTERRUPTER G.I. GALVANIZED iRON GL GLASS V VL?. 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 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 L UM. LUMINOUS DATE 61 FJA,kl 061 IN MAIN a An 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. I TOTAL SQ. FT. 15546 S.F. MASTER REVISIONS ARCDHITECTUIRAL PLANS SHEET NUMBER TITLE OA COVER SHEET 1A 1371/1371 - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS 1 By 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 1 st FLOOR MERGED PLAN 2.2 _ 2nd FLOOR MERGED PLAN 3 FRONT & REAR ELEVATION PLAN 4 SIDE ELEVATIONS & ROOF PLAN 5 ELECT RICAL SERVICE PLAN OA 137C11371 - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS :330 - SI•ES7- KEY INDIVIDUAL UNIT ELECTRICAL PLANS 0v 1531 - MARTINiQIJ iNDIVIDUAL UNIT ELECTRICAL PLANS bD 152;` - ST7 JOHN NDIVIDUALUINIT ELECTRICAL PLANS STRUCTURAL PLANS SN STRUCTURAL NOTES SN 1 STRUC I URAL NOTES S1.0 FOUNDATION PLAN S1.1 MERGE 1st FLOOR STRUCTURAL PLAN S1.2 MERGE 2nd FLOOR STRUCTURAL PLAN S2.1 FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN S3 STRUCTURAL DETAILS S4 STRUCTURAL Di= I AILS S5 1 RUSS ERRACING DETAILS AND NOTES Sp T'i PICA,L 2-STORY SECTIONS &DETAILS VSTAIRS s_41�?ETA RD 1 0 CERTAIN TEED ROOFING & OFF RIDGE VENT DETAILS RD 1.1 CERTAIN TEED ROOFING DETAILS DD1.0 1:,1ASOMTE WD1 0 FLuRiDA EXTRUDERS WINDO`v'VS WD1.1 FLORIDA EXTRUDERS WINDOWS WD1.2 FLORIDA EXTRUDERS WINDOWS WD1.3 FLORIDA EXTRUDERS WINDOWS WD 1.4 FLORIDA EXTRUDERS WINDOWS FW-1 FIREWALL PA 1.0 FLORIDA PRODUCT APPROVAL DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com o o Ln w Zjo O z 0 J O �p ° w M N J 00 Z Q o LL � , Q a ao zLUE _j W z o �o O U Z V) I O Z 1 0 Q Cn CL I Q U Z i I U � L U I - to 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 PROPERTYOF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 2.00 ADDED UNIT 01-13-11 ! 1529 ST JQHN VERSION NO. 2.00 / Ol .13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 .•'mow �$�'9►L: '� o. 1 _- I � r1 • o, .�. SHEET TITLE: �I COVER SHEET SHEET INFORMATION: JOB NO.: 310189 I DATE ISSUED: 03.04.11 DRAWN BY: DZ REVIEWED BY: TH OA I E-] LO r- I I I I I I I I' 1 1'1II Fir III 1'11wII IlIII 1PRP111Im II fill. 111 Iti I 1 I. 1 1 _1TI I I I _ I I I IT I I I t+t11 T T I I I I I Ififf T! + u/t / / / Z / / MINIMUM �I HEADROOM OR (2) S) SLOPED PLANE ADJOINING TREAD NO5IN51r (I) lY FROM FLOOR w / SURFACE OF / LANDING / FOR 51: 1 INCH = 25.4 mm, I FOOT = 304B mm. MINIMUM HEADROOM w In FOR SI: 1 INCH = 25.4 mm. CONVENTIONAL STA I R, A r EACH FLIGHT IREGULATED ON ITS OIIaN GREATEST SMALLEST 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 51: 1 INCH = 25.4 mm. STAIR TOLERANCES 6-0xb-8 SGD b'-4'M. 0. _ 18 IN PAD PATIO TIO C ,REAR UNIT ONLY REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = V-O' 6'-1 1/2' 0-6 3/4' 12nd FF. *-'7I 1 -- 2xb CONY. FRAMING 0 1b' 2xb P.T. LEDGER ? o O/C W/ USP HU626 / W/ 1/4' 0 x 2 3/4' n HANGER AT EACH END TAPCONS a V 0/C _ g 3/4" / / 14 RISERS s 11/2' EACH PLUS / I RISER a 13/4 / 14 TREADS ® 9.15E EACH !'HALF WALL W/ ix6 WOOD CAP (SEE 1 / TOTAL HEIGHT = 9'-4 3/4' STAIR PAGE FOR / 2 RISERS + I TREAD HANDRAIL INFO) / GREATER THAN 24' 1 NOT TO EXCEED 25' / (2)11/2' + 9 3/4' = 14 3/4' LANDING NOT TO INCLUDE 1' NOSING. 15t FF. CET A ID nCT A 11 1 07n / 1 071 CT r`Dr1iV SCALE: 1/4' = I'-0' REFER TO SHEET 'STAIR' FOR INFOR1'1ATION NOT 5HOIW 1110 1/2" 3'-11 1/2" _ B I 1A LANDING I I LIVING ROOM UP - C/) N 1 14'-2" KNEE II II WALLJH 3'-8 1/2' _ _ DRAINPANAN DRAIN TO ! r 1'-4' 1'-5' 12'-0' -o", 10'-4' 1 uli I OUT SIDE I � IL 12= r_OF W.H SIfO FOR LAYOUT) '1 1/2 BATH T.P. 7=. I '55URE tRELIEF I 74- I v F01'ER\ 1 1 co o col I I �/ TILE G _� _ _ _ _ 3:_1@ I � 42' KNEE WALL W/ I' x 6' WOOD GAP `O T. `= m 8'-4 I�" �l ml 1'-8' /xLu I I e0 ' + TB. 3 - I`A %cl n m c5 a �I I l A o ILI- ! 1'-P I/2' 4'-81/2' 2 -1 I/z' 12' x 12' O.H.C. 1/2 WALL a 39 1/2' W/COUNTER ABOVE a 42' AFF. 16' WIDTH COUNTER ABOVE. 1A �p — — — — 3-0x6-8 iiii OPEN'G t—�— u FLAT HE) o Q 0 - n r J i I Q I 1 L _ _ E� - e 1 ! i — PINING RDOM 2'-2 1/2' _ KITCHEN O 12' x 12' 2' I r (� i SEE DETAIL 'A'- _ FOR REAR UNIT GONFIG. m I I X REP (2) 25 SH 11/2 34 SH GONG. PAD 6' 8" -- @' 4" 4'-10" 1 st FLOOR PLAN - 1370/ 1371 - ST. CROIX SCALE : 1/4' = 1'-0" npe>J I\I� 1'_G' a'_n 11l' KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4' = 1'-0' T( SE u, T 21' -10' �k -- -- 12'-6 3/4" 9'-3 i/4" I �E GPT.I TIL 30° BASE VANITY MASTER SUITE $ TB, M. BATH s (�� P W.G. T L� o SHOL>'ER TILE TO 1-0 A T.P. d m s 5' 1@ /2' 3'-2" 3'-6 1/4' F-3 3/4' ' ' ! BATH 5 1/2' WALL s VANITY �— 8 I I BF I -Lu � �I i b HANSEN a i ►Box- �� I � 1 ,� ti ,� o I I I I a X a M.C. DRYER VENT uLOCATE SI I (SEE NOTES)'I C I M MELD 22'X36' KNEE WALL 1 m i I aTILE iC T MIN. UJ.LG• — — — — I x2 ---- m� 5-OX( _ �14 N 2-6xb-8 3-Ox6-8 t BF 1 3'-2 1/2' Y-5' 3' 3 1/2' II I �I BEDROOM 3 s BEDROOM 2 _I 25 SH HD. 25 SH HD. j HGT. 6'-10' HGT. (o'-10' } EGRESS 9' 8° * EGRE55 F' �- 21'-10' n .,- —1 r 1 rN /\ n P% I A w 1 1 e) 7 n/ I n -7 1 n T i` I"1 r1 I X/ SCALE:: 114' = 1'-0" DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE = COLD WATER SUPPLY = HOT WATER SUPPLY fI LICENSED PLLM5ER TO VERIFY ! AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 14'VTR JI 1 2' 2" I I 1 J I WASH 2' +� V I j `. ► I \ I I �� LAV TUB i We-- ` 4' 11/2" "2' ,L- WC 3" J 2' KIT. LAV TUB I 4' 2' 1 V2' 2" / co WC '=LOOR ?=LAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF I 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 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.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 WJ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NO I E: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER 'VENT TO COMPLY WITH I SECTION M15013 F.R.G. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF NOMINAL BLOCK 3 1/2' FRAME WALL U.N.O. AREA TABULATION UNIT ST. CRO!X 1st FLOOR LIVING 691 S.F. 2nd FLOOR LIVING row SF. TOTAL LIVING 1311 5F. ENTRY 21 SF, GARAGE 0 SF. TOTAL 5Q..7. 13T SF. BUILDING WALL TO SEWER SYSTEM 3' 4" SANITARY WASTE RISER DIAGRAM SCALE: N15. r DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com / - C CD to w Z 0 pD Z OJO��p QmMC �Lugn co, z �oo F< ¢ L rf6 Ww z J 0 t Cw U i O U'^ 2 i z i F J Oz� 0 Q� OL IO ' Z U I Q J v) Lu TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE ' C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±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 DA NSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNIT -_ 1.529 ST.-JOHN____ -_- VERSION NO. 2.00 / 01.13.1 1 CA 25948 - SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 .•`,��'' •pjimNC R• •II No. 6 1 Jt st liitlY� SHEET TITLE: INDIVIDUAL UNIT 1370/1371 -ST. CROIX I SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH I A • 7 • • OR `Z" I f I ,,I INI, 111 NI : 1 _mI I I 'I . I I 11 ' 1,11 1 NIA ll. f L1 !I 1'.F1 1 11 / I � zl _ MINIMUM T HEADROOM r- OR (2) SLOPED PLANE ADJOINING o TREAD NOSING FROM FLOOR a / SURFACE OF E LANDING / FOR 51: 1 INCH = 25.4 mm, I FOOT = 3042 mm. 1 IINI1lUt-1 HE,ADROO>„f w FOR 51: 1 INCH = 25.4 mm. GON VENT f ONAL STA I RUJ,A"' EACH -FLIGHT REGULATED ON ITS OILN DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8', FOR V: I INCH = 25.4 mm. 5T,AIR TOLERANGE5 2 RISERS + I TREAD = GREATER THAN 24' 4 NOT TO EXCEED 25' (2)11/2' + S 3/4' = 24 3/4' T-8 3/4' NOT TO INCLUDE I' NOSING. 3'-8' 4'-0 3/4' 4 14 RISERS 0 11/2' EACH PLUS I RISER a 13/4' 14 TREADS ® 9 3/4' EACH TOTAL HEIGHT = V-4 3/4' 2nd FF. � I � - M it ------- I I (3) 2x12 SYK SPACED LANDINCs EVENLY W/ CONTRUCTION o ADHESIVE PL200 4 2-lbd 3/4,' TOE NAILS AT EACH END t42' 2x12 P.T. W/ cO HALF WALL W/ 1xb I/4'x2 3/4' IQ � I WOOD CAP (SEE STAIR TAPCONS ` PAGE FOR HANDRAIL AT IV O.C. I Imo) \ Ist. I/4' 9'-41/4' STAIR DETAIL - 1530 - SIESTA KEY SCALE: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR INFORMATION NOT $HIM 4'-O' 2'-b' OPENING 31-1111°1' I OVERHEAD `r -I- - - - - - - - - -- CABINETS I II I I! _---------�I II N ! II II M KITCHEN KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = 1'-0' 1 st FLOOR PLAN - 1530 - SIESTA KEY SCALE = 1/4' = 1'-0' 2nd FLOOR PLAN - 1530 - SIESTA KEY SCALE . 114' = 1'-0' Tt, WASHER J I TUB .1�2" \ I I I 1/2" I J I�p� TUB - rfj LAV. / 4 �1i2" WC 1/2 H.W.H. 112" TO WATER SERVICE DOMESTIC WATER SUPPLY 2' 1 I TUBS I 1 WC TO SE SY SCALE: N.T.5. PLUMBING LEGEND ------------- VENT LINE: = = SANITARY WASTE LINE = COLD WATER 5UPPLY _Hw— H„ = HOT WATER SUPPLY , NOTE: LICENSED PLUMBER TO VERIFY ! AND HAS THE AUTHORITY TO CHANGE AS NEEDED, 1 4" VTR ' 1 112' V T P, 2"\ rTUBI i \\�� WAS � 2" I t 1 1!2" 2" ) WC LAV 11/2" 2^ LAV 1 L 1 I I 1 SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. FLOOR PLAN NOTES 1. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETE'WINE THE LOCATION OF PARTITIONS NOT DIMENSIONED 5Y THEIR RELATION TO COL►' 1N 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 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. 3.16WANCE OF PLANS I" 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 COISTRUCTINI 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 CONSTRICTION. 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 AM 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 EL IIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W1 NFPA10 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION MI5013 FRG. LOCATE 50 AS TO BE ACCESSIBLE. DNEN5I0N CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION OUTSIDE OF BLOCK I OUTSIDE FACE OF 8' NOMINAL BLOCK I 31/2' FRA"IE WALL UN.O, AREA T ABULATION UNIT SIESTA KEY let FLOOR LIVING 154 SF. 2nd FLOOR LIVING III sr-, TOTAL LIVING 1531 SF. ENTRY 45 5F. COVERED PATIO 69 S.F. STORAGE 18 SF. TOTAL '5Q. FT. 1663 SF. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoengineenng.com In O w O�� � 05 : >0'M za_I Qmt.0 v- a LLI rn Yt O J 06 z<0u0° ¢ a o � z E Wz LLi �o W u I 0 U I Z Ln F- 0 Z F-:� 1 0 I r0 1 z I J 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 9 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 WfTHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE j CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE IDESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 2.00 ADDED UNIT 01-13-11 1529 ST JQHN VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 Jkx: 0 2 *: • w •' T- • �41i . SfHEET TITLE: INDIVIDUAL UNIT 1530 -SIESTA KEY SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH I B 0 0 r— NO L J r- P ;JO I'm I_ __ I' 1 I it 1 1 1 Ill 1 II 1 1 1 li. 411,711II11111 I I 'I' I' 11114Ir11RI "IIPµTIIIII, m1w1q1"N1111111: I I _ 11I 'I II1_1 1 I I III I v Ir - - - I - - - - - — 11 1 u� i � I ?I �I MINIMUM HEADROOM J OR (2) SLOPED PLANE ADJOINING n TREAD NOSING (u FROM FLOOR a SURFACE OF LANDING FOR 51: 1 INCH = 2E .A mm, 1 FOOT = 3048 mm, MINI1" 1Ul" I �4EADROOt' I- FOR 51: 1 INCH = 25A mm. CONVENTIONAL_ STA I RWA`I' EACH FLIGHT REGULATED ON IT5 OWN DIFFERENCE BETWEEN GREATEST AND SMALLEST W TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8', DIFFERENCE 5ETWEEN HIGHEST AND 1 LOWEST RISERS WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8'. FOR SI: 1 INCH = 25.4 mm, STAIR TOL-E:RANCES 9' 3'-3' 3'-6' 3/4' PLYWOOD OVER 2xb FRAMING W/(2)10d VAC 42' HALF ® EAU END. \ WALL W/ I x 6 WOOD CAP TOP OF A/C PLATFORM 2nd F.F. — _ — — I_ -T ! I I I 1 GIRDER I � _ _ I BEYOND FRAMED KNEEWALL TO SUPPORT A/C / � PLATEFORM (SHOWN DASHED) \LANDiNGG 2 RISERS + 1 TREAD : z LANDING GREATER THAN 24' t NOT TO S EXCEED 25' _ (2)11/2' + 9 3/4' - 24 3/4' G n 2x12 P.T. W/ 1/4' x NOT TO INCLUDE I' NOSING. 2 3/4' TAPCONS AT 16' O.C. 14 RISERS 1911/2' EACH PLUS i RISER 9 13/4' WA HALF (3) 2 x 12 SYM 14 TREADS 5 9.15' EACH WALLW/Ix6 SPACE EVENLY W/ TOTAL HEIGHT = V-4 3/4'15t F F. ' WOOD CAP CONSTRICTION l' 3 3/4' 3'-6. ADHESIVE PL200 0 2- ibd TOE NAILS 10'-9 3/4' AT EACH END �� STAIR DEAIL�-1 31 - MARTINIQUE SCALE:: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR INFORMATION NOT SHOWN 5'-2' 1' 8' OPENING 3' 8' I -I - - - - - - - - CABINETS I -1-------- --_ -_- � _ II I II I If N I II I I! --------7i II I II .I m II it KITCHEN KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4' = 1'-0' 3'-0'x6'-0' CONIC. PAD II U ------------------- I I COVER PATIO 5TOR. X IQ I N I ! b-0x6-8 SSD H.5_ I I 2'-8 1/2' 1 2'-8 11,2' &'-4' M.O. T-9° I I I i I _ I � �I LIVING ROOM i I I 1 I I DRYER VENT I (SEE NOTES) 101-10, — — 6'-3 4'-6 11/2' I I PED. SINK � ----- tj 4' ARCH, W.G. SPRING V-8' DRYER TO 1'-4' x I� CPT.TI E HANSEN Ln N `� C �X 112 BATHE j ° m I C T5I j 4ARCH, - I I A SPRING 6'-S' UP I I r( W.H �� 1c -_ ]� TO 1'-4' / I I I A 1 4'-10 1/2 ° ,y el HALF PRESSURE DRAIN PAN, WALL RELIEF DRAIN TO OUT SIDE OF UNIT. D IN INCH ROOM (SEE 51-0 LAYOUT) I -� 1/2 WALL 0 39 I/2' W/COUNITER 9! 1 A50VE 10 42' A.FF. B - 16' WIDTH COUNTER ABOVE. fB 4' 0' !01401 I � I -------- II------ --_ REF. —� KITCHEN 17 o ICPT. I_ ! TILE BRKST � v �I I�-0x6-8 � Etc� I a' v! OPENING a j FLAT HEADER ro._, 6 SINK W/ DISP 5/6H I D.W. I 0 t o I I 33H NTR LKYER\ I �n I -�I--------- 1 25 SH j I 2'-1_ 3' 1' 4'-8' 4'-2' ib'X16'X24' HIGH SQUARE COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1 st FLOOR PLAN - 1531 - MARTINIQUE SCALE : 1/4' = 1'-0' (2) 25 SH 1 HD. HGT. (0 10, * EGRESS I I I i I BEDROOM2 I� I I I 1214X&4� \ 5/5H e I1 I-6Xi E CPT, T� I (0/ I r. V W.C. e m 30' BASE p VANITY o �I BATH T.B < I 10'-!0' e I i I II LOCAT II o IN IT L'u, FLEX SPACE j FIELD, I I� z 22'X3b'� !� O w L- MIN. _J II 4'-10 3/4" 5'-1! 1/4' j I I I HALF DO IN LANDING WALL 3'-0 1/2' 4' I� 3'-4' , A/R WAG LANDING 6, I N I m 2-bx6- jTIP, T. o AV f I M.G. I e 45'BASE CPT.TI E CIA uA 10 ti M. B T.B. I R/S N 6-OX6-8 5F 'A I 6'-21/2' 10 -10' A/C I CHASE I I I I MASTER SUITE c� � I I ! 24/5 5H HD, HST. HD. HGT. 61-10' f *EGRESS I ! 22'-7 3'-I' 2'-I1' 2nd FLOOR PLAN - 1531 - MARTINIQUE SCALE : 1/4' = I'-0' LAV. �i TUB In\� INCH V. �C TUB 1l2" / . �'I LAV. I 1 wq `. ✓ WASHER KIT. H.W.H. 112 11P151 �WC ` j TO , - WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND ------------- = VENT LINE , = SANITARY WASTE: LINE: = COLD WATER SUPPLY = HOT WATER SU}�LY i NoM LICENSED PLUMBER TO VERIFY i AND HAS THE AUTHORITY TO GHAWsE AS NEEDED. —--_--� I G4" VTR i I I L v I \��� 2" I 2„ I I I I I WC 3" i JV 3" I � TUB l 2" KIT. 4" CO I LW" VTR I 1 I I All P�� 2" j I J 2" I I I 1 I 3" 1 I We 3" i TU 2" LAV `2" I i2• ti� i R �I :2�Co � 3" i WASH BUILDING 2" j WALL TO 4. SEWER I SYSTEM I i I I SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. I I 1 FLOOR PLAN NOTES I. WALL DIMEN51M 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. EC�S5 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH F.GRE85 CODES, IF THERE IS NO ACCESS TO I EXTERIO P, T HROLIGH A DOOR THE WINDOW MUST HAVE A MAXIMUM 51LL HEIGHT OF 44' ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLER WALL5 ARE AT 45• U. K 0. 3.166JANCE 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 C,AN5TRUCTIOK ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT t GARAGE UNIT TO BE EMIPTED WI PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5, DRYER VENT NOTE: INSTALL BOOSTER PAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M5013 FRC. LOCATE 50 AS TO BE ACCESSIBLE. DIMEN51ON CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK I - 31R' FRAI'"E WALL UND. - AREA TABULATION UNIT MARTINIQUE I3t FLOOR LIVING 154 6F, 2nd FLOOR LIVING ill S.F. TOTAL LIVING 1531 SF. ENTRY 45 SF. COVERED PATIO 69 SP. STORAGE 18 SF. TOTAL SQ. FT. 1663 5F, �I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com >t ' I Lu w O� 0 1 M ZD _j ¢m � a w rM f V ao��! ¢ CL z z� E w w Luz 0 W (� I O U 1 Z V) OZ ~ I II O Q (� IL I 0 U Z I _< U LJJ 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 109-29-09 1.00 2007 FBC UPDTATES 01 13 11 2.00 ADDED UNIT 1529 ST. JOHN I VERSION NO. 2.00 / 01.13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 o IRWIN J. BENSON, P.E. #49758 s 00 0. 1 u wrrostfEf TITLE: INDIVIDUAL UNIT 1531 - MARTINIQUE SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH ■ C / / / i / z / MINIMUM t° HEADROOM J1 OR (2) SLOPED PLANE ADJOINING o TREAD NOSING FROM FLOOR a / SURFACE OF Y_ / LANDING / FOR SI: 1 INCH = 2E.A mm, I FOOT = 304B mm. 1 i IN [t* r 'l �4EADi,00tl n FOR SI: 1 INCH = 25.4 mm. CONVENTIONAL STAIfi`l A iA EACH FLIGHT REGULATED ON ITS OLLN DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR 51: 1 INCH = 25.4 mm. STAIR TOLERANCES i 14'-6 3/4' :fo ------ --- I J i 42' HALF WALL / W/ Ixb WOOD / CAP (SEE STAIR PAGE FOR HANDRAIL IWO.) / I -ANDING / lst FF. 10'-6 3/4' 12nd FF �Tz — / 14 RISERS is 11/2' EACH PLUS _ / I RISER 913/4' / 14 TREADS a 9.15' EACH TOTAL HEIGHT = 9'-4 3/4' 2 RISERS + I TREAD = GREATER THAN 24' 4 NOT TO EXCEED 25' (2)11/2' + 9 3/4' = 24 3/4' NOT TO INCLUDE I' NO51%. STAIR DETAIL - 1529 - ST. JOHN SCALE: 1/4' = 1'-0' REFER TO SHEET'STAIR' FOR INFORMATION NOT SHO1N 14'-6° � 14'-6" 3'-ID' —_ W-6' 3'-0'xb'-0' CONC. PAD I (2) 25 SH HD. HGT. * EGRESS ----- -� i i I I I I STOR COVER PATIO I 6-0x6-8 SGD H.B. MASTER SUITE 2'-8 1/2' 6'-4' M.O. 2'-9" I - I I 2'- 1/2 5'-11/2' LIVING ROOM L I 5-0xfo-8 BF I W.I.G, --------------� I I i 3'-8' 10'-10, = w Q LAV. AV.Lu I = — - 12' BASE VANITY v 1 1/2 WALL g 39 1/2' W/COUNTE �; I M. BATH 1 ILE CST ABOVE g 42' AFF. 16' WIDTH COUNTER ABOVE. � r 7tsL_ I r � � N I 1 i i --------------- — �o+b 5/SH 6+� O F —1 Oo..O u TP SINK W/ DISP W.C. LOGE IN 1 j KITCNEN �' LAY.3'-4rP O FIELD I I` ' I I L48' SASE VANITY N_ �I �2 MIN& I U4 BAT+ � � � — — � - — — — 2-4X6-8 v + T.B — REF. b �w _ 4' ARCH, u N� ! SPRING (1-8' 5/SH - - - - - D,H.G. I I U1 1 1 I N TO1'-4' °' 1 HVAC 6+� \ DRYER VENT I A/Nj m �DRYE i (SEE NOTES) I IR/S - - I CPT.TII E 8 IHANSENI I a l a r I/2 BATH Boxy 1 i PED. SINK 4' ARCH, — SPRING 6'-84 ! +� DOWN TO 1'-4' PRESSURE RELIEF DRAIN PAN, DRAIN TO 3140' Y-V OUT SIDE OF UNIT. (SEE _ 51-0 FOR LAYOUT) e I e DINING ROOM i I BEDROOM 2 I 5n 1 HALF WALL�- 1 I LANDINCa UP e e I 1�i �) I 245 S H . GT. 6 -l0, HDH FOYER ENTRY 1D - - `� ' 25 SH HD. HGT, 6'-10' EGRESS 25 SH l9>'XI6'X24' HIGH SQUARE 2' l' 3'-1' 2'-1!' S' II" COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1 st FLOOR PLAN - 1529 - ST. JOHN SCALE = 1/4" = 1'-0' 2nd FLOOR PLAN - 1529 - ST. JOHN SCALE : 114' = 1'-0' LAV. I 1 ' TUB 1A'C y V. 112" LAV. ,.� TUB we WASHER j W4— KIT. H.W.H. i/2" jc v112" WC TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND I 1 ----------- = VENT LINE = SANITARY WASTE: LINE COLD WATER SUPPLY = HOT WATER SUPPLY NE LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. R �l t,,,4" VTR LAV I \��� 2' 2" I I I WC 3" I 3" J� TUB 2" BUILDING 2" ` WALL TO 4" 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. 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 ARE AT 45• U. N. 0. 3,155U4NCE 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 BRCUG-HT 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 DE51GNER5 OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4, EACH DWELLING UNIT 4 GARAGE UNIT TO BE ECUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5, DRYER VENT NOTE: INSTALL B005TER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION MI5013 F.R.C. LOCATE 50 AS To BE ACCESSIBLE. DIMEN51ON CONVENTION ,OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FADE OF 8' NOMINAL BLOCK 31/2' FRAME WALL UN.O. I I a AREA TABULATiON I UNIT ST, J06N 1st FLOOR LIVING 154 SF. 21Td FLOOR LIVING 111 Sf. TOTAL LIVING 1531 SF. ENTRY 45 5F. COVERED PATIO (09 Sf. STORAGE 18 Sf. TOTAL 5Q, FT- 1663 5F. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com • 0 L w ZIt.- 0 D 0 >C7%LO Z ¢m10� 1 0 M 2 000 ¢< podcP a Z z�E w W w~ z 0 J w (� I O U V) I Z cn I O Z F— � I O Q (n I U Z t� Q U w `O 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 i 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. 2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR III UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 01 13-11 2A0 ADDED UNIT 1529 ST. JOHN VERSION NO. 2.00 01.13.1 1 CA 25948 - -- SAMUEL A. GREENBERG, li P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 II , r, - •tip r o. 2 Ir Ir r ••� s A E '• <C/ �z S1;T T TITLE: INDIVIDUAL UNIT 1529 - ST. JOHN I!I SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH I D 31� /rl b' 4'-10' 3'-@' _-- 0-b' '-0' 3'-0' -- 6' ( b' 3'-@' 3'-@' —' b' — b' —* 3'-0' 0' 0'-b' _3'-0' 4'-10' --� 10 4" 3'-0'xb'-0' 3'-0k6'-0' 3'-0'xb'-0' 3'-0'xb'-0' - — --—, ---, I e 3' 0'x PA GONC. PAD _ 8'-0'x AD PATIO CON. PAD 3' 0 x3 -m t—CONC. PAD ! CCNC. PAD 0 CONC. PAD -� I CONC. PAD CONC. PAD 3'-m xs'-a'— CONC. PAD I I PATIO s' m x 3' �o' CON. PAD I 3CON PAD I � -- � — —J - � - - - - ------------------ ------------------ ---- - ------------------ I ------------------ ----------------- EF;I II I ------------------ COVERED PATIO STOI R I COVER PATIO SOR COVER PATIO JTOR COVER PATIO COVER PATIO STOR COVERED PATIO STOI R I J KITCHEN 0' �3II '-1-0' 5'•4' P?D — II 2'-8 !/1' b'-4' M.O. b'-4' .D. '98 ' b'-4' M.O. 2'-b'-4'M.0'-8 I, ' 9' 2'-?'2'-' KITCHEN ITC- H--E I DINING ROOM ZN I`R1� oQ "�II O O uB III uB I1II 0 O DINING ROOM IIiI D. I ItI jI 741 0 w/ DISP 1 � KITCHEN ITC-H-I E_-N-- SK DISP I KF_-. ITCHI E jiIlIIII -N iI! 1I �- -aw .� 6 l FOYERREf c . - I oNa LIVING ROOM I1(II�(III LIVING ROOM LIVING ROOM LIVING ROOM -_N ouc. -II I=1 Ell - IuQrili//a------ Do / -'4' = 7 0-i4 I- DINING ROOM DIN(NROOM LIVING ROOM LIVING OOM In, ---- ---- DW -I--�-- i -------1-•W--L.- ----( R ----- O O --I 1 I I uP I/2 BATH SK W/ D15P '•R 1/2 BATH 1/2 BATSIK W/ DISP I I/2 BATH UP KITCHEN WH I' o a - -- -- -- 2 UP � ---- uP ---- --- I I I WlU1I UP L---- Ulm III' UP LIVING ROO 1/2 PATH 1/2 BATH ---- LIVING ROOM mCrt LAv. DNING ROOM LAv. DINING ROOM ---- =-Y WA"R U %ER {� W -- NE�. �i- ,i i WA. p_3' P_4rl O - I/2 BATH 1 -------- -------- I 1 1` O \� �• � I ; LIVING ROOM ( r REf. REF. - I - - - - - - - - - I LIVING ROOM / -�� �\\� I � I - °? � � ` ICJ DINING ROOM J i —j DINING ROOM lam. I l.� � �! +- ! FOYER �� I B I KITCHEN / g SRKFST a KITCHEN 15� ST gO I FLYER --_ ---+--- J e- W/I SMDSP - SND IWISpHB. -12 i4 I PUP { I O a ! - - �B FOYER - - o I O DW. I e I DID. I O O I I -- a F0`' ER - _ I I j I I 3 ct) O 1 I I I II1 I DINING ROOM is O I I I OI I I 1 1 i DINING ROOM I i I � ; in. in �I KITCHEN j--- ENTRY --- C = ENTRY FOYER =e ----------- I O ENTRY FOYER -----�- ----� - Cl OI ENTRY I ENTRY FOYER FOYER I ----- ------------- --e - ENTRY _-_-----I------- i KITCHEN i o _ I I I I J�y I I I I 4 �' CONC. PAP b'-8' 10'-4' 4'- 0' 4 _�. 4'-3' 3 -@ 2 -8_ 2'-I! 5'-!I' 4'-2` d'-8' 3'-1' 2'-1' 2'-l' :'-1' 4 -8L 4 -2 5 -il _ 2 -il 3 -I Z'•l 2 -8 3'-0 4 -3 _ - Z_ _ I0'-4' _ _ _ 6'-8 cow- PAD 3'_@ ZI'-10' _ 8'-I@' 5'-8° 5' 8'-i0' _ 8'-I@' 5'-8' 5'-8' 8'•10' 8'-10' 5'-d' � 5'-8' 8'-i0' - ---- 21 1370 - ST. CROIX (FRONT) 1371 - ST. CROIX (REAR) 1530 - SIESTA KEY 1529 - ST. JOHN 5C= 1310/1311 - F. CROix 1531 - MARTINIQUE 1531 - MARTINIQUE Ist FLOOR MERGED PLAN SCALE:: 3116' = V-ID' AREA TABULATION UNIT ST. CROIX AREA TABULATION UNIT SIESTA KEY 1529 - ST. JOHN AREA TABULATION UNIT MARTINIME 5= 1530 - 51E5TA KEY let FLOOR LIVING 2nd FLOOR LIVING 6131 SF. b80 SF. let FLOOR LIVING 2nd FLOOR LIVING 154 5F. 111 SF. let FLOOR LIVING 2nd FLOOR LIVING 154 SR 111 S.F. TOTAL LIVING ENTRY STORAGE 1311 5F. 21 SF. 0 SF. TOTAL LIVING COVERED PATIO ENTRY STORAGE 1531 5F, 69 SF. 45 5F. I$ SF. TOTAL LIVING COVERED PATIO ENTRY STORAGE 1531 S.F. 69 SF 45 SF. 18 SF, M = 1531 - MARTINIQUE 5J = 152g - 5T. JOHN TOTAL 60. FT. 13T 5F. TOTAL SQ. FT, I663 SF. TOTAL 5Q. FT. 1bb3 SF. 1530 - SIESTA KEY AREA TABULATION UNIT ST. JOHN 1370 - ST. CROIX (FRONT) 1371 - ST. CROIX (REAR) let FLOOR L I VING 2nd FLOOR LIVING 154 SF. 111 SF. TOTAL LIVING 1531 5F. COVERED PATIO (0S 5F. ENTRY 45 5F. STORAGE IS SF. TOTAL 60. FT. 1(063 SF. AREA TABULATION COMBINED AREA - 10 LNITS let FLOOR LIVING 2nd FLOOR LIVING 123 5F. i382 SF. TOTAL LIVING 14610 5F. COVERED PATfO 300 5F, ENTRY 366 5F, STORAGE 210 SF, TOTAL SQ. FT. i5546 SF. 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' ABOYE 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 t0 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHE�NCE TO APPLICABLE BUILDING CODES SHALL BE EROaGHT TO THE ATTENTION OF THE DES&4ER5 (MICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY C,^lvaTl'Rr1T1oN. ANY REVIS1%5 OR CHANGES, NOT RELATED TO THE CORREnON 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 t GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W1 NFPA10 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 RE ACCESSIBLE. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com 3 Ln w 0 O�� z Q m�� M 0 U LJ.I 00 z � z�E ca. w W _j Z J e 0 0 L.0 U V) O I U C) Z V) O z 5 L 1 0 CL 0 1 z Q U uj 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 SEA LED FOR THE STRUCTUP.AI PORTION OFTHIS DRAWINGONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201' THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09 29-0 1.00 2007 FBC UPDTATES 2.00 ADDED UNIT O1_13-11 1529ST.. JOHN_-- VERSION NO. 2.00 / Ol .13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 (gyp THUY H. HUYNH, % P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 •` APY F SAL: 6 .441. C • . �•t trYrrsur�r�EET TITLE: 1st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH 201 0 0 V 0 5A /1 r • •• • • r-- 0 0 i �O i O C'7 9 3JR1 I III IIII■91- 1I .111L I I I I ! CI 'IPI I ep' I'71'lll NI I N 9111 "IAII IIII 1 II _ _. I If'1' ),I;'y_I � � _ _ 1 __ 1 rape v..■ �, _ _ ___ _ _ _ , . �r m I I L T.O.B. 12 — Lu- - - - - oa _ -- - tu Lid 0 �rLaFFRIEZIE BAND a0a ��aC 70 U I I I IE I ! ®O - p a w a �oEJ aL" 12 I I I i ILj R1 rj �8 �����p8 % I 24/5 SH t 24l5 SH I 24/5 SH I 24/5 SH I 24/5 5H I 24/5 SHLJ�—---------' p T.O.B. 8 BAND - - H - - - D- - l - 25 5H 25 5H - 12- - - I - 25 SH 25 SH _-_ . _i _- - - - r - --�5 5H------- -- 1+ — --- t - 41 - - - - j 2nd FF. 25 SHEXPANSION JOINT 25 5H - I -2, SH D _ aI 5 SH 2 S I 7� ' �\ - I _ EXPANSION JOINT - --- - ( - --- - I z Lu %-; C1J J_ I Q [T] EI I I I I I ( i I i - I Q ffJ iEjE __j ► I i2 33 SH I/33 SI LAI --- -_ U I/2 34 SH J � 25 SH 0 25 5H �1 (2) 25 SH I/2 34 SH _ (2) 25 S+ i 7` i MAfN F�.H (2) 25 SH (2) 25 SH o � _ - - - - - - - - - c a o - - - - - - - - - MAIN FF. GRADE LINE I SEE 6/SNI FO 16' x 16' x 24' TALL ! DECORATI� ' 16' x 16' x 24' TALL ! RAISED HEEL I J16 x 16 x 24 TALL I (ASSUMED) I 6 x 16 x 24 TALL SQ. COLUMN BASE UJ/ TFRU56ES 6 SHED DECORATIVE SQ. COLUMN BASE W/ INFO. IN O. SCREED SQ. COLUMN BASE W1 STONE (TYP.) 5Q. COLUMN BASE W1 12' ROUND PILASTER ROOF. 12 ROUND PILASTER 12 ROUND PILASTER 12 ROUND PILASTER ABOVE. STONE (TYP.) ABOVE ABOVE. ABOVE. NOTE: 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531- MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1371 - ST, CROIX 1371 - ST. CROIX I'-O' OVERHANG IN SIDES AND REAR i -4 OVERHANG IN FRONT FRONT ELEVATION 16' x 16' x 24' TALL - SQ. COLUMN BASE JJ/ 12' ROUND PILASTER ABOVE. OFF RIDGE VENT (TYP.) STONE (TYP.) 1370 - ST. CROIX 1371 - ST. CROIX 1/2 33 SH 5m68 S.GD. - - TEMP 1530 - SIESTA KEY 1529 - ST. JOHN SCALE : 3/16" = 1'-O' OFF RIDGE VENT (TYP.) 1531 - MARTINIQUE REAR ELEVATION SCALE; : 3/16" = 1'-0' - 6(d68 5�xD. TEMP. 6m68 TEMP. 6m68 TEMP. 1531- MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY OFF RIDG= VENT (TYP-) V h.vvl ��"I I I ,... STONE (TYIl 1370 - ST. CROIX 1371 - ST. CROIX 16'xl6'x24'TALL SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-O' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com O 0 Ln LLJ OCD V >>jo�� Q W �Lucn00 aOLJi00 Q a o Z E LLu z 0 C� ^ 5W U L t 0 U Z V) O::D L O ry Q � C ! Z Ln I J U w V' TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE ITIS 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 UNA UTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 11.00 2007 FBC UPDTATES 01 113-111 2.00 ADDED UNIT 1529 ST. JO HN I _ I i VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, j P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 I 6012 • lz ST O �: •�'� SJCNAL E �°O• SHEET TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH I 3 • 66 • • 00 )RA ROOF VENT SCHEDULE - il'-' 4'-6' {' i' 14'-6' VERIFY WITH GENERAL CONTRACTOR ALL ROOF V£T1? LOCATIONS, QUANTITIES, AND SIXES. it ROOF VENTS SHALL BE INSTA; LED FOR A MIN,"P OF VENTED ARREA AS LISTED BELOW OR , , + EQUIVALENT STSTk'h'i PER F.R.C. 2001, SECTION R80b2 _ - - III Min.vent area of soffit Soffit vent Roof vent - - - - (sq. in. Px sq. ft) (sq. in) (sq. in) Mark Location I RV 11st LEVEL ROOF 4B0 10 0 . ,I I. 2nd LEVEL ROOF, 4.2 RY 1 I66 Ibb I r 1310/1311-SI.0 IX f RO + - I DANSCO 2nd LEVEL ROOF I RV ; 4 ENGINEERING, LLC I .12 119 211 . 1530 SIESTA KEY I I --- _ - - — + 2rd LEVEL ROOF, Apollo OBeach, Florida 33572 kY 4 4.12 119 211 �� 153! - MARTINIQUE P. 813.645.0166 I813.645.698 2nd LEVEL ROOF, fwww.d nscoengineenng.com RV 5 4.12 119 211 j 1529 5T. JOHN I IA, in + + Lu z I 4 I I o Q RV 4 I''I RV 4 I RV 5 RV 3 > > > a, G 'I. {'-o'n�. � a-enk � I �, + - � I � J O t0 I 'J� 4'-0't7N Q co M Lu rsl -- 5_°LJLOi i Z - - aOL 00 Z- Five YEW (TYP) z E - I - - - -- - - - -- - W W -- z II I I o I I 1 li - I II I I I I Lu U O U L11 I II � I' I I O i I i i — O SHE ROOF JT - -5HEd ROOF) I OFF RIDGE � � { I VENT (TYF19 I I I 12 12 R� 1 RV 1 RV 1 zc�:> RV 1Z<—RV . U I I Z � I 1370 - ST. CROIX 1370 - ST. CROIX Q U 1371 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1529 - ST. JOHN 1371 - ST. CROIX _ 5 '� w 1529 - ST. JOHN 1531-MARTINIQUE 1530 -SIESTA KEY _SH,NGL' _ - - I TO THE BEST OF THE ENGINEER'S p � (TYP:) NOTE: N 12 PLANS AND SPECIFICATIONS COMPLY WITH ALL TRIM /BANDING TO BE GUT / KNOWLEDGE AND BELIEF, THE STRUCTURAL � 51� 2007 FLORIDA RESIDENTIAL BUILDING CODE, NCLUDING 2009 SUPPLEMENT) SECTION SCORED DECORATIVE FINISH. al RI301 FOR 20 MPH, 3 SEC. GUST, EXPOSURE 1'-0' OVERHANG IN SIDES AND REAR ----- - — „c„ ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE 1'-4' OVERHANG IN FRONT ROOF PLAN - - - - - - - I� THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS //��11 }-- AFTER THE DATE IT IS SIGNED AND SEALED. SCALE : va' = I'-X/' C�n�EJ �+ SIGNED AND SEALED FOR THE STRUCTURAL PORTION vaJC OF THIS DRAWING ONLY. ........ . . ----I 2011 LENNAR CORP.-THIS PLAN MAY NOT BE _ I O REPRODUCED IN ANY MANNER WITHOUT WRITTEN ' Lu - I^ - -'' - -' �'+� CONSENT FROM LENNAR CORPORATION. ILL ILL El p 1�j$ - I i I p 2011-THESE DRAWINGSAND DESIGNSARETHE JOINT I z T�{ - `+!- p PROPERTY OF DANSCO ENGINEERING. LLC AND THE .O.B• — — — — _— _ — — T.O$. ry CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. 2nd FF. _ 25 5H (2) 25 5H (2) 25 SH 25 SH -- -- 2nd FF. v - - - - i2 ---f REVISION: '----- -_---- - DATE DESCRIPTION I —� EXP SION JOINT + _ - OFF RIDGE _� _ VENT lT1'PJ z_ — - - - I � � � �' � --- --- I I i � — — �+ _ 09-29-09 1.00 2007 FBC UPDTATES I ! 01-13-1200 ADDED UNIT lU O I1 1529 ST. JOHN�a01- 11D7 Oj -®'u -- - I - II II I,1 gyp_ I � I ICI ® � O ! �j0 I 1 �!` li I� i i � � I Sf i ' I 14 i I II I � I - - 1 i _ LLJ — 1 LL Lu 1 1 I I I� ILLJILI I 'I I' II I? MAIN FF. (2) 25 SH u (2) 25 5H (2) 25 SH ! i� •1- I I I 1.2) 25 5;� -- ---- MAIN FF - -- - - ,% I �/' 16' x 16' x 24' TALL 3065 SEE B/SN1 FOR GRADE LINE 3068 \ VERSION NO. 2.00 / 01.13.1 1 SHINGLE —, DECORATIVE ( . t � T.O,B, 5Q. COL.UMN BASE WEEP SCREED (ASSUMED) 16 x i6 x 24' TALL DECOR CA 25948 ROOF - - - — W/ 12' ROUND STONE (TYP.) INFO. SQ. COLUMN BASE STONE (T YP.,' NO*E: (TYP.) La = W/ !2' ROUND SAMUEL A. GREENBERG, 12 +u ,j : PILASTER ABOVE. ALL TRIM / BANDING TO BE CUT / SCORED P.E. #34245 DE..ORATIYE FINISH. THUY H. HUYNH, a5 Lu - PILASTER ABOVE. , 1:'-0' OVERHANG IN SIDES AND REAR P.E, #60122 - - - RIGHT ELEVATION 1'-4' OVERHANG IN FRONT z — — z IRWIN J. BENSON, u ��po aDa + :3 SCALE : 3/16' = 11-0' P.E. #49758 v� to i c� tail I - w O �EN N• H ,��i u_ IQ IS3 p Ell- I - •� A �'' p • � IN�E`k CI SESA r T,O.B. _ T.OE]i $. z. r <r 2nd FF. 25 SH (2) 25 SH (2) 25 SH 25 SH _ 2nd FF. -J Tn 12 m m I � � -0 No.60122 r — - EXPANSION J INT - - - — T T P . •• ���♦ OU�_ U ,•••��e�,/ONAL ���♦♦♦ 0 O 0Y O ® O 'nrTistilit a�pl O SHEET TITLE: LL � ROOF PLAN MAIN FF. (2) 25 5H ®® (2i 25 5H (2) 25 5H I ®I�! (2) 25 5H MAIN FF, SIDE ELEVATIONS 3066 GRADE LINE I SEE 5/5NI FOR 3068 !6' x 16' x 24' TALL SHEET INFORMATION: DECORATIVE IV x 16' x 24' TALL (ASSUMED) WEEP SCREED DECORATIVE JOB NO.: 310189 5Q. COLUMN BASE I STONE (TYP.) 50. COLUMN BASE INFO, STONE (TYP.) W/ 12' ROUND DATE ISSUED: 03.04.11 W/ 12' ROUND PILASTER ABOVE. NOTE: PILASTER ABOVE. ALL TRIM / BANDING TO BE CUT / SCORED DRAWN BY: DZ DECORATIVE FINISH. *� LEFT ELEVATION 1'-4' OVER ANG IN FRONTAND REAR REVIEWED BY: TH 3 RH SCALE : 3/16' = 1'-0' 4 • •• • • • 0 _ / 3/4/ I ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com E O O Ln w z0 G U Lf) > c m > �.g J O �Jo Q M 0 -r •- �r d W M fV < 0 J Q l.L O? '1r--� Q m Ln ru 0-00 w m Z J o O u-j T- a� I Y i ..s1 O C)/ V) s 1 mod. /�%q y j -7 u i -I u c/-) L!J 'DRAWING AND DESIGN IS VALID FOR 12 MONTHS '°ER THE DATE IT IS SIGNED AND SEALED. =NED AND SEALED FOR THE STRUCTURAL PORTION .`THIS DRAWING ONLY. 711 LENNAR CORP.-THIS PLAN MAY NOT BE =.-RODUCED IN ANY MANNER WITHOUT WRITTEN :)NSENT FROM LENNAR CORPORATION. _ . I ]-THESE DRAWINGS AND DESIGNS ARE THE JOINT - -)PERTY OF DANSCO ENGINEERING, LLC AND THE -NT ON THIS PROJECT. ANY REPRODUCTION OR 4 UTHORQED USE IS PROHIBITED. REVISION: SATE DESCRIPTION ,29-09 1.00 2007 FBC UPDTATES 13-11 2.00 ADDED UNIT ERSION NO. 2.00 / 01.13.1 1 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.11 DRAWN BY: DZ REVIEWED BY: TH 00 O O O O I I O co CKT! ELECTRICAL PANEL SCHEDULE PER UNIT- 125 AMP 24 CKT. DESCRIPTION t ( DESCRIPTION tv I DRYER i0 30A 2 RANGE l OVEN I 3 =P1,SOR UNIT MASTER SUITE i� BEDROOM /SMOKE G ll_-B_-Il DETECTOR llll it DISHWASHER 12 BATHROOM Q rt KITCF1131 / CU MAM?ANCE Q OUTSIDE OUTLETS KITCHEN 110 j 12 REFRIGERATOR MICROWAVE OVEN PANELBOARD NOTES: 0 DEDECATED AF.C.I. CIMIT Q DEDECATED aJ. CIRCUIT K 2 WATER T I HEATER I 9 AIR HANDLER HEAT STRIP 1 11 1 13 1 15 I n , 9 o Q 12 120A I 1 1 23 CLOTHES WASHER DINING ROOM Ist FLOOR LIGHTS DISPOSAL LIVING ROOM 2nd FLOOR LIGHTS C 5 KW ;EAT STRIP CKT 0 C I T 2 6 150A 12 4 6 10 30A 2 io 1 �10 30A 2 �— i i>z 12 120A I 1 1 Id, i2 10A I , 16 12 U 1 118 12 15A I 20 12 I15A f 1 122 mom=m RESIDENTIAL LOAD CALCULATION I 1310/1311 - ST. CROIX General Lighting 1311 3 413 Laundry Circuuit 1 1500 500 Small Appliance Circuits 2 1500 _ 3000 Total Small Appliance 4 General Lighting W3 RANGE I mm mm Dryer 1 5000 5000 Special Circuit 0 0 0 13000 Fixed Appliances Water Heaters Dishwasher Disposal TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD 11 I= REMAINDER OF GENERAL LOAD e 40% 5 kVA OF HEAT a 40 . 6460 26,013.0 VA 10,000.0 VA 12292 VA TOTAL 19,2292 VA 19)29 divided bu 240 equals 60 Demand Amps ELEC. METER — SANK (SEE PG 5 SERVICE PLAN FOR LOCATION) {j I 22 l �) V — �3 22 SD \ LIVING ROOM - - STD.SURFACE MNT. LT. FAN/LIGHT UP TO 'z LIGHT PRE -WIRE Q WALL MOUNT GD ' LIGHTING. / PER SPECS 22 / S I/2 5ATN \ n \ (�� �' 1 / 22- [, ,a FOYER \ zz - SURF. MNT. l e CJ 1 ELEC. PANEL �■r I ,9 fG I q I 6' 5" ' \ I 22ov. . 18 i PENDANT 6 9 t� C §- 23 79 16 DINING ROOM KITCHEN 71 DISCONN.`--,,,,I .91 I 'A.- SET DETAIL FOR REAR UNIT CONFIG. 1 st ELECTRIIC—'AL PI._.AN -- 1 1 '�7 ! — ST. CROIX SCALE:: 1/4' = l'-O" b-Cxb-S SGD ( - -1 A 3 8'-0'x 3'-°' PATIO CON. PAD ,REAR UNIT ONLY, REAR UNIT CONFIC, — ST. CROIX SCALE:: 1/4" = 1'-O' 2 CD CDO M, BA1'N MASTER SUITE a .1. 15 4 BULB C, STRIP 1&T I 24 ,- SURFACE MNT. LT. WALL -' FAN/LIGHT HMO - PRE -WIRE LIGHTPIE R- SPECS ,5 \J \ SD ,sI DOWN TO _ . 14 % I � j SD --- CTD I CH �- 24 24 24 24 a „ SD �} O / 1&3 +� _----- WALL MOUNT G _ -- ON 1N50T--OF DOOR HEADER — @D C HVAC 'te&,z 69 SD Q STD. <� ! SURFACE STD. 1, / MNT. LT. SURFACE 24 v v MNT. LT. FAN/LIGHT PRE -WIRE FAN/LIGHT QD pC�/ / BEDROOM 3 5EDROOM22 GD ,1 =1 fir EI ;—C T IC_. A:_ ra, ��; :!' %1 '1 —. S' 1 R`"� SCALE:: 1/4' = l'-C" ELECTRICAL KEG' Qz DUPLEX CONVENIENCE OUTLET ' D'UPL EX OUTLET A50Vc COUNTER WEATHERPROOF DUPLEX OUTLET �RCU D FAULT INTERF3,IPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX C IJTLET IN FLOOR 220 VOLT OUTL ET (WALL SWITCH 3 THEE -WAY SWITCH $4 FOJR-WAY $0TCH K RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MMTED INCANDESCENT LIGHT FIXTURE ,O RECESSED INCANDESCENT LIGHT FIXTURE ,' WATER PROOF RECESSED INCANDESCENT w' P LIGHT FiXTURE +P C LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 'Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION HOLLYWOOD STRIP FLOOD LIGHT, PHOTOCELL CONTROLLED, CONNECT TO RESPECTIVE UNIT PANEL D1 ELECTRIC DOOR OPERATOR (OPTIONAL) Z CHIMES (OPTIONAL) Ci F14S 1 I.ITTON SWITCH (OPTIONAL) (S J SMOKE DECTOR TELEPHONE (OPTIONAL) j TELEVISION (OPTIONAL) 1 THERM105TAT j?r ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) � n u � PRE -WIRE FOR OPT, CEILING FAN < 7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PRE -WIRE FOR OPT. CEILINGFAN OTE JOINT ' DPERTY OF DA SNGS ESE DRAWICO ENGINEERING, LLCAND DESIGNS ARE AND TTHE HE ,{� p/� /T,In I�, GROW 1. 1 ROVIDE AND INSTALL Ul�OW FAULT CIRCUIT_ MTE�PTFt,_ PROVIDE _ _,: NT ON THIS PROJECT. ANY REPRODUCTION OR � � ]e.UTHORIZED USE IS PROHIBITED. (GFU AS INDICATED ON PLANS. REVISION: 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES 4 DATE DESCRIPTION RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH 09-29-09 1.00 2007 FBC UPDTATES FLOOR: € % 3-1, 2.00 ADDED UNIT 1529 ST. 5WITCHE5_-42' JOHN OUTLETS.-___-.14' TELEPHONE.--_.14' TELEV151ON-14' i 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN - ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED a - WITH A MONITORED BAT'iERY BACKUP. PROVIDE AND $ INSTALL LCA ALLY CERTIFIED SMOKE DETECTORS. ✓ERSION NO. 2.00 / Ol .13.1 1 I - — �� I 4, ALL ELECTRICAL IN S; EEPING ROOMS SHALL BE ON A I Al I. PROTECTED CIRCUIT, 5. IT 15 THE RE51FON5151LITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL IiOW IS IN FULL CAYIPLIANCE WITH 2O08 N.E.C., F.R.G. 2001, AND AL, APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. MECHANIGAL NOTES- 1. BATHROOM FAN TO SUPPLY EXHAUST CAPACITY OF 50 cfm 1vTEPi11TTENT OR 20 cfm CONTINUOUS. CD 00 CD Imo. O O CD "I ".ITRKEY KE� "CL DUPL EX CONVENIENCE OUTLET zq�-- .)UPLEX CUTLET A50VSE CANTER A/G _ !>EATHERPROOF DUPLEX OUTLET DiSGONN. , w a. 5 F F GROW FAULT INTERRUPTER DUPLEX OUTLET GKT1 ELECTRICAL PANEL 5CNEDULE CK`C. I = - HALF SLIiCHED DijPLEx OUTLET PER (UNIT- 125 AMP 24 CKT, � STOi� COVERED PATIO O � � r� SPECIAL PURPOSE OUTLET t DUPLEX OJT' ET IN FL002 j B BEDROOM 2 3 220 VOLT OUTLET DESCRIPTION n DESCRIPTION �, I �, ,8 CDI \\ �� 4 Lam} 6 WALL 5WI,CH ! $ I I m I �� _ MNt. LT. $ , THREE-WAY SWITCH 1 I I I 12 s.F.l. FAN/LIGH �/' �� DRYER I �a 2-,�' PRE -WIRE SWITCH FOtiR WAY SWITCH RANGE ;OVEN n ;SaA 2 I-1 v RHEOSTAT I 6 F.I. ! � I _ � 3 I 4 I s> cD �� - ��ILEA \ 13 T1 �� i1 ` - -- CEILING MOUNTED INCANDESCENT LIGHT � 20 1 FIXTURE q 2&4 ' 'I--'-'- WALL MOUNTED INCANDESCENT LIGHT FIXTURE 5 b I CONDENSOR UNIT 10 30A 12 WATER 1 la aaA 1 2 KITC4EN - - „ HEA?ER 220V. !� - -' ' - ,-, 1 r-- 0 GESSED INCANDESCENT LIGHT FIXTURE a Ae" 1-J - , WATER PROOF RECC55ED INCANDESCENT '� \ _ � w.P. LIGHT FIXTURE MASTER SUITE12 Il5A 1 9 I !a s.F.l. PROVIDE ARTIFICIAL LIGHT 41 � LIGHT FIXTURE WITH PULL CHAIN AIR HANDLER / C 3aA 2 CAPABLE OF PRODUCING AN—�� ST�D� BEDROOM If SMOKE 0 HEAT SCRIP SD s.F.l. - „ AVERAGE ILLUMINATION OF 6 DETECTOR 0 12 I15A I i III , 1L L19 +36 z1� SDl FOOTCANDLES (6.46 !ux) OVER i.\ /� S7C. 0 TRNCK LIGHT tt c THE AREA OF THE ROO" AT A � � / SURFACE --� I — � HEIGHT OF 3Pr INCHES (162 mm) � 24 , FLUORf5CENT LIGHT FIXTURE 1L� DISHWASHER 112 I2aA i i 13 CLOTH"cS i i = 1`-NIT. L I . I I i2 20A ' 1 114 y-f' t5 ABOVE THE FLCGP. LEVEL P'ER WASHER - "rRC 303.1_ �,/ �� FAN/L IGHT �r } EXHAUST FAN PRE -WIRE I2 2aA ! ROOM 2aABATHROOM `cXHAIUt FANiLIGH7 COMBINATION w� KITCUEN 101 MANTANCE Ist FLOOR I �� HOLLYWOOP STRIP OUTSIDE OUTLETS 0 12 20A m LIGHTS 12 1514 ! 18 0 f 1 18 �� 1 -=-'a -qpl-_- ^ FLOOD LIGHT. PHOTOCELL CONTROLLED, iCITGHEN i2 2ma i 19 DISPOSAL 12 15A j ! 12a 2a CONNECT TO RESPEGTI,E Utll? PANEL 22ov>!i, l7, ELECTRIC DOOR OPERATOR (OPTIONAL) DINING ROOM REFRIGERATOR 12 20A 1 1 21 LIVING ROOM 12 15A I ? 22 _ CIS CHIMES (OPTIONAL) r' — - - - El RJ5HBUTTON SWITCH (OPTIONAL) I. I , �- MICROWAVE OVEN I 12 2aA ! 1 23 I 2nd FLOOR I WALL MOUNT 12 115A 1 24 j LIGkTING j3,4TH f 4 r r �- I LIGHTS PER SPECS SD Its vE?ECTdR --- -_ CAI PANELBOARD NOTES: - o �LEPN(OPT ONE TONAL) 6.P.1. WALL MOUNT - I 1 _ , 0 DEDECATED Af.C.I. CIWXT J 5 Q HEAT STRIP I 1/2 5ATi-i 18 -� t,_ 111510N (;P"iONAL) LIGHTING 0 DEDECATED GRI. CIRCUIT - �C�% PER S EGS � i T e c i v� I i ERMO�TAT ,5 I 6.F.1. -- E;ECTRIC METER ss3 = =- �o Cry _ I � � ELECTRIC PANEL i w 22 / 'SG _ LIGHT is�` D!:COPR� CT SWITCH UN.ER STAIR 1ea1z CD I „ TO - --� 4 � AlRE-SIRE FOR OPT. CEILING FAN UP TO SD C� � LIGHT SUJITCH 1 za - - — ( D] /> CEiL LNG MATED INCANDESCENT LIGHT FIXTURE ` I %p Plus-W!RE FOR OPT -CEILING FAN U V 22�,- Tiilil r 15 J ! NOTES: ! 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTE M. BAT�1 tI fGrU AS INDICATED ON PLANS. f �L �-- ` - -- -- - --- 2. UNLESS JTi�ERWISE INDICATED, INSTALL SWITCHES t L U ALL MOUNT ! RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH RE51DENTIAL LOAD CAL CULAI ION 1530 - 51E5TA KEi L IViN� �'O^~i FE'R NG I PER SPECS � FLOOR: General Lighting 1531 3 4 5 18 MA5TE� SUITS `� ouTLET55 .........i4' >y — — Laundry Circuit j 1500 1500 22 L� 0 TELEPHONE._-.14' Small Appliance Circuits 2 1500 3000 �/ �� 7*ELEVI5ION_.__14' PRE -WIRE 1 SURF ACE /i 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN Total Small Appliance 4 General Lighting 9093 N STD• RAND 1 8000 i0 1 NT. LT. ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY B. ^ LIP. PROVIDE AND FAN/L1GH7 < / INSTALL OCA-LY G=R? FIE 5MOQ DETECTORS. Dryer I 5000 5000 -- _ - 1 ,. �% � I L � I� en Special Circuit 0 0 PRE -WIRE 13000 I \ 4. ALL ELECT> R. IN SLEEPIM ROC15 5HALL BE ON A AF.G.!. PROTECTED CIRCUIT. Fixed Appliances-� Water Heaters 1 450 4500 I q S. IT 15 THE 5PONa15ILITY OF "HE LICEN5ED ELECTRICIAN Dishwasher I IWO I2� ! - - 22 �� r L _ TO INSURE THAT ALL ELECTRICAL 11M' I5 IN FULL l60 CO COMPLIANCE WITH 200E N.E.C, FeC. 2OZ1, AND ALL Disposal lb0 _ b460 i -� -- ( - - APPLuCABLE LOCAL STANDARDS, CODES, AND ORDINANCE?. TOTAL GENERAL DEMAND 28,5532 VA j 18 FIRST iO KVA OF GENERAL LOAD a 10Mq !0E000 `rT '" REMAINDER OF GENERAL LOAD a 4P, 1,4211 VA � MECHANICAL N01=5: rv.P. 1B:+, H. OOM' FAN T 0 SUPPLY EXHAUST CAPACITY OF 50 cfr 5 kVA OF HEAT 640`�o 2XOO VA r . � + � 7 TOTAL- -- I°,421D VA 5 - - -- - -- EN7IR'� iNTERI1TT1=NT OR 20 cN CONTINUOUS. R421 divided by 240 equals 81 Deland Pd --- g I 1 st ELECTRICAL PLAN - 1530 - SIESTA KEY 5GALE : 1/4" = I'-0- 2nd ELECTRICAL PLAN - 1350 - SIESTA KEY SCALE : 1/4' = 1'-0" ®ANSCO ENGINEERING, LLC P.O. BOX 34DD Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dan5coengineering.com a o 0 Ln H o - Q m z � W Go z ¢ H a o w zE Ww�� z o 0 110 LU U I 0 U _ V) z 0 z �Sz 0 a- � z I U LiJ � 'HIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS A FTER 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 JNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES Oi-,3-11 2.00 ADDEDUNIT 1529 ST. JQhN VERSION NO. 2.00 / 01.13.1 1 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH 6B CK* ELECT PANEL SCHEDULE CKT C PER UNIT— 125 AMP 24 CKT- DESCRIPTION ; ' W DESCRIPTION I I ( I2 DRYER 10 30A 2 RANGE / OVEN 6 50A 2 I 3 h 1 CONDENSOR UNIT 110 130A 2 WATER 10 30A 2 111 I HEATER a I15A MASTER SUITE 12 1 9 10 r AIR HANDLER / 10 30A 2 BEDROOM /SMOKE I2 HEAT STRIP DETECTOR DISHWASHER 12 20A 1 13 CLOTHES 12 20A 1 114 ILL U.IASHER L — I �` BATHROOM (D 12 20A 1 6 DINING ROOM 12 20A 1 16 �\ KITC, 01 / CU MANTANCE OUTSIDE OUTLETS Q 12 ' 20A 1 I 1 IT ist FLOOR 12 15A I 18 LIGHTS KITCHEN (D 12 20A I n DISPOSAL 12 115A I 20 I REFRIGERATOR 12 20A 1 21 LIVING ROOM 12 15A I 1 22 MICROWAVE OVEN 12 20A 1 23 2nd FLOOR 12 15A 1 24 � I LIGHTS I I PANELBOARD NOTES: I DEDECATED AF.C.I. CIRCUIT O 5 M )EAT STRIP (D DEDECATED W.I. ClFaIT RE5IDENTIAL LOAD CALCULATION General Lighting Laundry Circuuit Small Appliance Circuits Total Small Appliance 4 General LigKing RANGE pryer Special Circuit Fixed Appliances Water Heaters Di"asher Disposal TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD ® 100% REMAINDER OF GENERAL LOAD is 40%, 5 kVA OF HEAT e 40% 1531 - MARTINIQUE 631 3 4593 1 500 I.w 2 1500 3000 W013 1 8000 80-IM I 52w 5000 0 0 9�I I 4500 4500 1 1200 1200 1 160 1(00 22,5530 VA 100000 VA 1,4212 VA _ 2,000.0 VA TOTAL 19,421D VA 19)29 divided by 240 equals W Demand Amps A/G DISGONN. 5&7 — STOR. - — COVER PATIO fi 18 18 17 O KP. i zz 2z LIVING ROOM zz STD. \ /? SUR--ACE m MNT. LT. ' / '/ \� FAN/LIGHT PRE -WIRE 22 � II �z WALL MOUNT 2z LIGHTING PER 5PEC5 (� SURF.- 1 - MNT. 1CH ELEC.O .F.!. '? PANEL _ 1 s 3 k� 75 1& 18 \ 1/2 BATH �2:26,/. UP TO s s a LIGHT I � SD \ CD I � DINING ROOM 18 ,� I / I I � M t36 2D — 19 L KITCHEN / \ BRKFST za4 22ay. :0, GD * 46' III DISP.,� 6F.1. 19 17 I I — 13 (�%KF. jj ,7 n ENTRY 1B FOYER CD Is'! ELEEC RIK"'AL PLAN - 1 531 - MARTINIQUE SGALEE : 1/4' = II-0' ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 9 w.P. WEATHERPROOF DUPLEX OUTLET v G.FJ. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-5ltiitcHED DUPLEX ourLEr -- - - -- - 1 SPECIAL PURPOSE OUTLET ' � DUPLEX OUTLET N FLOOR BEDROOM 2 S 220 VOLT OUTLET 2a ,� STD. $ WALL SWITCH 1, �\ /1' SURFACE TWFEE-WAY SWITCH 4n7MNT. LT. FOUR-WAY 5WITC 4 �'/ \� FANLIGHT 4 / PRE -WIRE' R RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT I, WALL MOUNT FIXTURE I LIGHTING WALL MOUNTED INCANDESCENT LIGHT FIXTURE PER 5PEG5 -- \� "r1 RECESSED INCANDESCENT LIGHT FIXTURE WATER PROF RECESSED INCANDESCENT 15 W.P. LIGHT FIXTURE - 11 +Pc LIGHT FIXTURE WITH PULL CHAIN ,s TRACK LIGHT 5ATH FLUORESCENT LIGHT FIXTURE 'Q- EXHAUST FAN 11 r�L EXHAUST FAN/LIGHT COMBINATION GD FLEX SPACE i HOLLYWOOD STRIP CD PROVIDE ARTIFICIAL LIGHT —^ CAPABLE OF PRODUCING AN FLOOD LIGHT, PHOTOCELL CONTROLLED; AVERAGE ILLUMINATION OF 6 $ CONNECT TO RESPECTIVE UNIT PANEL 1 za STD. i 11 FOOTCANDLES (6.46 lux) SURFACE z4 OVER THE AREA OF THE � �D ELECTRIC DOOR OPERATOR (OPTIONAL) MNT. LT. ` �j \� ROOM AT A HEIGHT OF 30 b �' " INCHES (162 mm) ABOVc" THE GH CHIMES (OPTIONAL) - - FANLIGHT PRE -WIRE 1 �l FLOOr2 LEVEL PER F 303.1. 1 / !] PUSHBUTTON SWITCH (OPTIONAL) 24 SD SMOYI DETECTOR 11 C TELEPHONE (OPTIONAL) - - - TELEV151IOI (OPTIONAL) 11 f - _ (T) THERMOSTAT 1- �S1 �- - - \'�, z4 ] ELECTRIC METER -- ELECTRIC PANEL HVAG ,i-' D15CONNECT SWITCH o WALL MOUNT LIGHTING ; SPEAKER (OPTIONAL) '.', PER SPECS 7 _ �� -- - —_---- PRE -WIRE FOR OPT. CEiLIWG FAN 15 a -- — \% 6'VCs 7 C 1E L MOUNTED NCANDESGENT LIGHT FIXTURE CDIj PRE -WIRE FOR OPT. CEILING FAN j M. BATH NOTES: I \_J- 1 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTEF - - - - (GPI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES 4 1 iFCEPTACLE5 AT THE FOLLOWING HEIGHTS ABOVE FINISH u CD FLOOR: \ 6WITGHE5__-___42' \ \ OUTLET5______.14' STD.CD rELEPHONE__.14' SURFACE TELEVISION--_.14' MNT. LT. 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN FANLIGHT ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED PRE -WIRE WITH A MONITORED BATTERY BACKUP. PROVIDE AND 2a J INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL ELECTRICAL N 5LEEPNG ROOMS SHALL BE ON A MASTER SMITE - - --- AF.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO NSURE THAT ALL ELECTRICAL WORK 15 IN FULL CD � COMPLIANCE WITH 2O08 NE.C., FRC. 2001, AND ALL 9 APPI !CABLE LOCAL STANDARDS, CODES, AND - -- - ORDINANCES. I -- - MECHANICAL NOTES: _ -- - -- I.5ATHROC FAN T O SUPPLY EXHAUST CAPACITY OF 50 Or r -- - - ---- NTERMITTENT OR 20 cfm CONTINUOUS. SC4'LEE , 1/4" = 1'-0' d'' II Ihi r 11�111j i, „II I I I�lll I AN SCQ ti NG.LNEER3� �G, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineenng.com 0 CD w Z ~ >>jd�w o m 0 � w M CO ¢ 0 1j < � Z w n o E ro z CD `u L v) I 0 I Z C/) 0� ::D I C L LQ U < U I- 3 '.NG AND DESIGN IS VALID FOR 12 MONTH, .!ATE IT IS SIGNED AND SEALED. I.G SEALED FOR THE STRUCTURAL PORTIOIi :FeNINGONLY. 2U1 I LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 1-THESE DRAWINGS AND DESIGNS ARE THE JOIGT PERTY OF DANSCO ENGINEERING, LLC AND THE ENT ON THIS PROJECT. AIry RFoRODUCTION OR UNAUTHORIZED USE IS PPC- ' -- REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 01 13 11 2.00 ADDED UNIT 1529 ST. JOHN VERSION NO. 2.00 / 01.13.1 1 a SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1531 - MARTINIQUE SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH 6 C A' ELEC''RICAL KE T' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER A/C --()-w-P WEATHERPROOF DUPLEX OUTLET DiSGONN. GR=1 FAULT INTERRUPTER DUPLEX OUTLET 587 G.F.I. l - HALF -SWITCHED DUPLEX OUTLET CKT! ELECTRICAL PANEL SCHEDULE CKT - - - - --- -- _ STOR. SPECIAL PURPOSE OUTLET PER UNIT- 125 AMP 24 CKT. ' j--� . r COVER PATIO „ f, DUPLEX OUTLET IN FLOOR E 220 VOLT OUTLET DESCRIPTION n DESCRIPTION m ,s { ,e tv BEDROOM 2 3 17 E iIALL SWITCH " i 6.F.1. ' THREE-WAY SWITCH WP I — - - STD. �l — SURACE �\ za /� ��4 FOUR-WAY SWITCH ° DRYER 10 30A 2 RANGE / OVEN b 50A 2 22 / „ I MNt. LT. R RHEOSTAT SWITCH 3 4 i 22 - FAN/LIGHT�/ \� • CEIG �! INOlN ED INCANDESCENT LIGHT PRE -WIRE F1XTI;RE 5 h i - WALL MCIATED INCANDESCENT LIGHT FIXTUPF CONDENSOR UNIT 10 30A 2 WATER 10 30A 2 j 1 HEATER 8 zz `�, RECESSED INCANDESCENT LIGHT FIXTURE LIVING ROOM s I G1w'P. LIGHT FIXTURE WATER PROOF RECESSED INCANDESCENT -- MASTER SUITE � 12 TA ! 9 10 1 zz s � $ r AIR HANDLER / \ I r LIGHT FIXTURE WITH PULL CHAIN 30A 1 1 STD. ,� f, IP.c. — BEDROOM / SMOKE HEAT STRIP I I ' 12A ! u 12 �\ /� SURFACE TRACK LIGHT l DETECTOR i / T S I 1s / \ MNT. LT. 24 - -- 1lJLll DISHWASHER 12 20A I 13 CLOTHES 12 20A I 14 / \ FAN/LIGrIT SD FLUORESCENT LIGHT FIXTURE WASHER CnD PRE -WIRE �WALL MOUNT �w I I 1�1G14TINCs_ EXHAUST FAN } BATHROOM (D 12 20A I b DINING ROOM 12 20A I it / PER SPECS ` ��; EXHAUST FANLIGHT COMBINATION OOR st F v� aTcua / Cu MAINTka L / /' zz - 6 �sJ ! �� HOLLYWOOD STRIP OUTSIDE OUTLETS O 12 20A ! Il ILIGHTS 115A I 18 - FLOOD LIGHT, PHOTOCELL CONTROLLED, CONNECT TO RESPECTIVE UNIT PANEL (TO 12KITCHEN Q 20A ! g DISPOSAL 12 6A I 20 1r ,5 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 5ATH 1 F REFRIGERATOR 12 20A 1 21 LIVING ROOM 12 15A 1 22 CHIMES (OPTIONAL) ! zz z2 pow - 17 - 22 pow - - z2 cow ,7 2z pow % -- - - 'w 0 KISHBUTTON SWITCH (OPTIONAL) MICROWAVE OVEN 12 20A 23 2nd FLOOR 2 5A I 24 I LIGHTS O �� v ,_ � � � � � ch� � SMOKE DETECTOR � SD PANELBOARD NOTES: 1 s e.> .1 3 e.� -- -- t� Q ; WALL MOUNT 5 S° I a TELEPHONE (OPTIONALi > s - >als�. ,s LIGHTIN'� - - - - -- >> 2 DEDECAD GFGRGIITIT 3 5 III NEAT STRIP — O O 20 BF.I. zo 6FJ. PER SPECS 5 - 1, LV TELEVISION (OPTIONAL) O za 2a THERMOSTAT 4 °V( � I 227J M. BaT-KITCHEN �LM ELECTRIC METER s KITCHEN i 23 / /,�� z3 4e + 48 :�% ELECTRIC PANEL 7E DISCONNECT SWITCH � ps SPEAKER (OPTIONAL) aD Ttij T( C , g -- - - -' � HVAC PIS W RE FOR OPT. CEILING FAN 13 24 V \i - / CEILING MOUNTEDINCANDESCENT I T F CH 1/2 BATH 1 a a � t1 , 24 F'�-WIRE FOR OPT, CELING FAN LIGHT FIXTURE W 15 18 l4 L T . K I I I ' L � J t.. / ', i` �% i II �T�` ` 2 TT SD Y=014 - OI - SURF. �e.F.l. I �� SD - - - - - � �= ',��, NOTES: MNT ELEC. $ - , 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUP I - -- PANE - - 9 _ rGFI) AsIN DICATED ON PLANS. 15 -s a s1, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES t WALL MOUNT - RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH LIGHTING RESIDENTIAL LOAD CALCULATION 1529 - ST. JOHN / -- I -- FLOOR 5 t6 s PER SPECS _ _ 6WITCHES_____42' General Lighting 1531 3 4593 / SURFACE - -- OUTLETS --------- 14' �p � TELEPHONE 14' - ,s UP TO �\ /� P1NT. LT. � - TELEVISION �.14' Laundr Circuuit I 1500 15@0 Small Appliance Circuits 2 1500 3000 Total Small Appliance t General Lighting 9053 4 �, LIGHT FAN/LIGHT - �/ \� PRE -WIRE 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECICAL POWER SOURCE AND SHALL BE RANGE I woo 8000 ` za �% - -- WITH AMONITORED BATTERY BACKUP' PROVIDE Dryer I 50rO0 5000 INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. Special Circuit 0 0 / u 13ow DINING ROOM - - - 4. ALL ELECTRICAL IN SLEEPING ROOMS SHALL BE ON A I LIGHT Fixed Appliances 1s 11 AFC.I. PROTECTED CIRCUIT. I 4500 4500 / MASTER SUITE DOU,N TO i 5. IT IS THE RESPONSIBILITY � ONSIBILTTI' � THE LICENSED ELECTRICIAN Water tern / O TO INSURE: THAT ALL ELECTRICAL WORK IS IN FULL I Dishwasher I 1200 !200 I SD I I I Disposal 1 160 160 1s O - COMPLIANCE WITH 2O08 N.E.C., F.R.C. 2001, AND ALL 6460 - ` — - 3 - 9 - - - APPLICABLE LOCAL STANDARDS, CODES, AND I - - ORDINANCES. TOTAL GENERAL DEMAND 28,5530 � VA / _�—' a FIRST 10 KVA OF GENERAL LOAD is IM. 100MO VA ,s \ 17 ENTRi ( CDMECHANICAL NOTES: REMAINDER OF GENERAL LOAD S 40% 1,4212 VA 5 kVA OF HEAT a 40. 2,00" VA - -- - 1. BATHROOM FAN TO SUPPLY EXHAUST CAPACITY OF 50 cFm 18 TOTAL 19,421.0 VA - -- r01'ER � ,e ----J INTERMITTENT OR 10 ci'm CONTINUOUS. 19)29 divided by 240 equals 80 Demand Ampst� i st LEIECT Rit..APL.1 `N - 1529 - ST. JOHN SCALE : 1/4' = !'-,a' l 3 SCALE:: 1/4" = 1'-0' CSC ENCINEERINv, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com O O Ln w zBo O�� z Qm0. M 0 00 Z�O�c° Q o CL z LU E LU W O O 0 I I U -HIS DRAWING AND DESIGN IS VALID FOR 12 MONT,, TER THE DATE IT IS SIGNED AND SEALED. 'GNED AND SEALED FOR THE STRUCTURAL PORTION 'F THIS DRAWING ONLY. - 2011 LENNAP. CORP.-THIS PLAN MAY NOT BE FPRODUCED IN ANY MANNER WITHOUT WRITTEN .ONSENT FROM LENNAR CORPORATION. 2011-THESE DRAWINGS AND DESIGNS ARETHE JOII n "ROPERTY OF DANSCO ENGINEERING, LLC AND THE -uENT ON THIS PROJECT. ANY REPRODUCTION OR . NAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 01-13-11 2.00 ADDED UNIT 1529 ST. JOHN -_ — VERSION NO. 2.00 / 01.1 SHEET TITLE: ND. UNIT ELECTRICAL PLANS 1529 - ST. JOHN SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ REVIEWED BY: TH X 34'04' CONC. PAD 31-016-0' CONC. PAD f a' 0' -- - (51M. W/F T c LOOR TRUSS e'-mom'.0 ctrlc. PAD i ss PARALLEL TO WALL) 0' 54 2'-0' - - - -■ ■ ■ --I IN ------ -- I Iln'x51n'- ---- - ---- - -- I 1 S RECESS a SCsD L� I 1 I I I�, i I I l__.i I 1 Loi���q�� j I I III ` II�Q� G S6 ! ! ' 12'-4 li4' L I •II Ir' i p-6 I,4' 1 ! I � I GG S3 I, 1 a? /fJ/ 15'•b' � � �'� ' 6'4' i - --------------- _ I,I j DRAIN r 1 UNDER ' t 1 A_ I SLAB �1 — I I- L J S6 G I 1 4'-ID' 4 0 4 4 -- - - - -- - - ----------- L---- J A I 1 I 1 � F _ DRAIN - ! UNDER SLAB 2LGG 1 — 12'-4 1r4' l ll� j III n I II I I I - I III REF j L--------------- --------- 0 ■ - 3 2 - 01 3'-4' 24' 3'-0 J (SIM. W/FLOOR TRUSS ,I'-!S6 PARALLEL TO WALL) 1370 - ST. CROIX 1371 - ST. 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W;OUT J L) ss ss 1 I ss1 WALL) ■■■■- - -= -W ) ALL -- I � �- � HALL) � I I I � � ->+� �- I 1 WALL) WALL) 3, 4, _I' T _p T ,-1- 3'41' �9` b" 3'-10' 2' 0' 3'-I0 3' 4` 8' 8' 2 -0' 3'•0' 3'-2' 1'-2' 3'.10' a" a' 3' 10' 3'-2' 3' 0' 2'-0' a' 8' 3''-4' 3' i0' 0, 2, 3 b' 9, 3' �, °' ? ©' \ i' 3' 4' 5'-a' a'-10' a'-i0' 5'-b' S'-a' 8'-10' (S'M. W/FLOOR TRUSS 5'-8' S -6' 1 B' 10' 8' PD' S' F' I n 14 -b a b -- ,a'-6' 14'-b' PARALLEL TO WALL) : 65 4 ----- 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST.,CROIX 1371 -ST. CROIX r� ,,II p 'JII-ILIV71'J I'171 RIIV:7 VIMEN,G'V 51 RIND 2 SA�C.UT LOCATIONS PULL TO LEFT PULL iD RIGHT SCALE . FOUNDATION PLAN 5CALE : 3/16' = 1'-0' FCO Ws I FOLNDA71M NOTES: jam:-----�-� j' 1/8' M uDT'ri SAW CUT EXPANSION JOINT, CUT TO BE , ! MADE WITHIN 114 HOURS OF FINISHING \ \ NOTE: SEE 'UNIT' RETAIL CONCRETE. \\ i PLANS FOR 1/4' SCALE FOR -3/4' IN Dt`PTr1 I ALL RIMS. CONCRETE SEE GENERAL NOTES AND MIX REQUIREMENTS FOR PLACEMENT. i I 54W CUT _ �_\ 7 /— !=iN'SHE:D CONCRETE: FLOOR i.4xi.4 WIRE i" (E5H OR MESH IN MIX SA1N, CUT FXPANSI ON JOINT SCALE: N.T.6. �DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com 0 0 Ln C w Z I -I O � I M > M JtoV z amm ' �wa,r'00 (10 zH O of a to rII � CL� z E w w W z 0 o �o Lu U L V) II O U Z i v I Oz Q Q I z I Q U LLB i TO THE BEST OF THE ENGINEER'S N KNOWLEDGE A D BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE. lINCLUGING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =+0 18) 'WIND ZONE TH'E DRAWING AND DESIGN ISVALID FOR 12 MONTHS ! AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORI ION CFTHIS DRAWING ONLY. 201 I .ENNAR CORP.-THIS PLAN MAY NOT `oE REPRODUCED IN ANY MANNER WITHOUT N,'RJTEN j CONSENT FROM LENNAR CORPORATION. 011 THESE DRAWINGS AND DESIGNS ARE THE JOINT F OPEPiY OF DANSCO ENGINEERING LLC AND THE LIENT ON TH S PROJECT. A NY REPRODUCTION OR LIN.4 UTHORIZED USE 15 PROHIBITED. REVISION: DATE -- -DESCRIPTION - 09-29-09 1.00 2007 FBC UPDTATES 01-13-I1 1 2.00 ADDEDUNIT 1529 ST. JOHN__ VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 �THUY H. HUYNH, 1 P.E. #60122 IRWIN J. BENSON, P.E. #49758 ti I NO.6 2 *� ;gyp ' _4AT , F_ . FS ' ORID • �� +. SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.1 1 DRAWN BY: DZ/LV REVIEWED BY: TH Si '80 • \0 ON L / _lk)o I IST BOOR STR)CIUR4L NOTES I — - — - CIRCLED NOTES ARE KEYED TO 01- --- --- ----- - 0 PROVIDE lU 5 CONT. N FILLED MCAST LINTEL AND lll 5 CCNT. iN FILLED KO. BLOM AWVE. a' FRECASt LINTEL WR' =CESS FILLED SOILD WV GROUT, 1! -6' I' 6' _ '' m' 3'-m' 6' _ b' 3'-fl' 1!'-6' 3'-0' -,�-- -- _� -�i�- -- -�- - —��=- � --�- �- �- ---- � AW3 (U 5 CCKT, N FILLED KD, BLOCK ABOVE ISIM. W/FLOOR - - 3' � ' e' (5!M. W/I/4'x4' TAPCANS (SIM. W414'x4' TAPCONS lS!M. U/1/4'x4` TAPCON5 (SIM. W414'x4' TAPCON5 3' m x3'-m' (5!M. W14-LOOR 3. 8' X 24' COMPOSITE LINTEL FILLED SOLID AQW, (1) m-o r-m' _ (51M. SEE _ , 151M. SEE ccstc T _ O TRU55 PARALLEL - -- ----- ®b OG. IN LIEU OF B 16 O.C. IN LIE Cr 6 Ib O.C. IN LIEU OF (SIM. SEE 6 Ib O.C. IN LIEU OF / j � R'USS PARALLEL 5 GW. IN PRECAST LINTEL i (1) 5 CCNT. N KO. BLOCK r PAD \ D J D D PAD (SIM. SEE (BAB., 1'-4' AFF) 10 WALL) _ yloiM. W/I/4 x4 TAPCON5 (SIM. `-i 53 kXPANSION BOLTS (SIM. SEE STRIJC. N EXPANSION BOLTS s3 53 EXPANSION BOLTS NOTE f _ fSIM. W/I/4 x4 TAPCON51 _ TO WALL) r--I- . 3' 053' 0' 1 , C TE STRUC. N EXPANSION BOLTS 83 , 1 � Y-0'x3'-0' , -j 4. 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LVL / PRE-R<iNEERED FLOOR GIRDER BY TRW MAKE. f. 813.645.9698 ■ ■ ■ 1 W! MF'W133516 !4W_,ER o MASONRY WALL OR EmAL. www.danscoengineedng.com -- - ® (2) 2 X b UPSET BEAM (TAB. r W-4' AFF) W/ USP HU52b-2 O OR EGUAL i GIRDER AND (2) 2 x 4 COLUMN SPACER U - -- \ ■ ■ -_ ■ ■ ■ ■ ■) ■ ■ ■ 1 ■ ■ s ■ ■ - -- ■ ■ ■ ■ ._ ■ ■ ■ ■ ■ -- 1 (2)16d ?OE NAILS AT WALL END u 5 (2) 2X8 HEADER WI VI' PLYWl70D FLITCH 4 LISP O � I 6 w ; �\ j / I u 1 L5TA24 0 EACH END, FROVIDE (2) 2X4 CRIPPLE C) p' f, STUDS 9 EACH END OF HEADER - \ : \ , , ) \ , , n 16'xlb'x24' ww. ' W 18 xlbk2a' HIGH _ - - _ \ ISIM. W/I/4 x4 TAPCONS / \ (51M. W/I/4 x4 TAPCONS r _ -- r - - - I r. 2 x b P1 LEDGER (BOIL • 8'-m' AFF) IW In' x r UMW \ _ o �� d2J6�RE 0� COLS tH O ANCHOR (MN SWEAR- 13W) • 24' OL. MAX INTO CM 0 uj/ 12 �ROME 5a9E D (SIM. W/I/4'x4' TAPCON5 I6' OC. IN LIEU OF � 6 16' O.C. IN LIEU OF (SIM. W/1/4'x4' TAPCONS WALL PILASTER A50vE s3 s s3 ■ EXPANSION BOLTS s3 ■ s3 EXPANSION BOLTS ■ QS3 ■ �13 ■ PILASTER AB04 I � V) ■ xi - ■ 4) 6 ib O.C. IN ' LIEU OF , e 16 O.G. IN LIEU OF ■ (� Pry. ExYsNEEi D FLOOR GITmER 5Y t1�15s MANE. W/ p M EXPANSION BOLTS (SIb` Of. LIEU OF (SIM. W6' O.G. INA IPCONS EXPANSION BOLTS -- - - --- - 11 �/ i� H020-1 MASCNRi HAIJGER a WALL END OR EdJAL p m - --- • o O fw — NOTES g EU CF Ce cMn aOo ■ EXPANSION BOLTS EXPANSION BOLTS �, I Q J 00 2 c - - _ - slrt w,' � t __� � � O � T 8M. v TRm POLER BOX LINTEL (18 GAUGE) CM( BE USED IN L iEU OF = r''1 St.t BRA. 10' 4' - - ■ ■ e ■ ■ ■ ■ - — 3Ru. a 01-4' \ST.1 ^ I ' I 13to ro �--� 2 i v M. CAST UHI'E..L FOR THE EaIAL DEPTH AND 00 AFF. 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JOHN 1530 - SIESTA KEY 1370 - ST, CROIX 1371 - ST. CROIX 0_!nd FLOOR STRUCTURAL PLAN ALE : 3/16' = 1 ! DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineeri ng.com o Ln N •'-' � G1' t0 J Z amM � ZQ Qo0�op ao Z W E WzFT W kD IJ LIJ u I II O U _ V) z �II Oz� Y I 0 1 L it 1 ! Z v J 1 Q 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. 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 WgHOUT 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 -- --- 1- 01 13 11 2.00--- - ADDED - UNIT _ 1529 ST. J HN NO. N VERSI O 200/01 .13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 i'��\IIt1lIIIII O A F10 ' w — "S"EI TITLE: I 2nd FLOOR STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.11 I DRAWN BY: DZ/LV REVIEWED BY: TH S102 ,34/ 11 1•4 , . 1 A' / I 1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1371 -ST. CROIX 10 lst FLOOR FRAMING PLAN 1529 - ST. JOHN 1530 - SIESTA KEY 7I' T' 1370 - ST. CROIX 13/ -ST. CROIX � 1 I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.c om � O O Ln W Z O Oin �� of k z a rn ' ��cn0 aOIJi00 Z Q fn a 000 Z Lu E W _j z J LLJ U v) O U _ V) z V) 1 0z� 0 ry C o ' z �U Q W V TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE T 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'HESE 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 2.1 ADDED UNIT 01-13-1 1 1 9 ST. JOHN VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG,ii ', P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 - .e` ,�N • N• �`�. 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JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 - S I . CROIX ROOF FRAMING PLAN 3/1 2-PLY PRE-ENGINEERED GIRDER WEND GRAIN BEARING, 2 x b WEB MR WrOP PRE-ENGINEERED WOOD TRJ56 FLEG3LANGE ANGER HHA TO BE PREPARED BY OTHERS F ?Z \lA5 RE011IRED) In' x 1' WEDGE ANCHOR (MIN. SHEAR = 13400) NOTE: STAGGER ANCHORS FROM OPP051TE 51DE I " ' I MOISTURE BARRIER l NOTE: -INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER -REFER TO DETAIL A1512 FOR MASONRY STEPS DIMENSION. GIRDER @ PARTYWALL 5c++;"rIAT lc or�I-T. I SEE TRU55 PROFILE FOR ACTUAL TRUSS. �� RAISED HEEL TRUSS SECTION TRL45 FRAM!10TE5 CPC1.ED NOTE5 ,ARE KETED TO PLAN. 1. ARCWTECTURAL BACTi OF TI.E LEVEL BELOW 15 Ei FOR ICE ONLY. 2. Fri.IH''IBW6 F1X11i IN HIDDEN L*6 REPREW 2M FLOOR PL nlIIlG FIXTURES. 3. C%''�ECT IONS PER SMSONA16P CATALOG (LATEST EDITION). 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USP GOFNECTIGNS CONNECTION OTT CCMIECTION FASTENER:, CAPACITY PER COW WA20 1 1615 II x 1 V2' HTA20 2 3230 20-IOd x 11/2' THD26 1 562 b-10d x 1 IR' 4 W 311V X 2 1/4' tapcm KLE53 1 3845 (2) 3/4" dia. a301 thou�L boles kdo girds 4 (4) 3/4' da. a301 ti of bolls I kw masonry wall �1526 I 1925 20-16d kT 6 i i 030 I6-Sd x 11T2' I -DJPLEX M L5 ARE 118 WR E GAPE W62' DIAMETER) ANC 31/7' LONG, DOI tIEADED NAILS. SC= 13'10/1311 - 5T. CROIX 5= 1530 - 51E5T4 KEY = 1531 - MARTINIQI�E 5J= 1529 - ST. J01-4N DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineer ng.com i o 0 Ln LL.I 0 z II am P II � M 00 Q 0 1 c Z Lu E Jz~ W J I TO THE BEST OF THE ENGINEER'S ' KNO'wLEDGE 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&( WIND ZONE HIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 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 'I CLIENT ON 1H15 PROJECT. AN7 REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED - REVISION: DATE -'DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES T 2.00 ADDED UNIT 01 13 1 1 1529 ST. JOHN VERSION NO. 2.00 / 01.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 No. 601 C •• 2ST)A4 OF •• ���� f��� •. �URIDQ;•' •� ��� SHEET TITLE: ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 310189 DATE ISSUED: 03.04.11 DRAWN BY: DZ/LV REVIEWED BY: TH S202 zol r� LO _3k /(1 SCALE : N.TS. OF KLEG•3) GRAVITY CAPACITY = 113200 UPLIFT CAPi = 48350 SCALE : N.T.S. GTUGTURAL_ NOTE-S 5FEG 1 F GAT 1 ONS I. I. CONSTRUCTION : - / f / _ 4 F _ I '. t _ _ - ` iC- -_ -'F_ 'I ulll'C l -- .-_, �.� ._ �. ^I._ _ _ __. - -T - - G' I c�TNI _ _ ,� ,?�T, r_dTh _ 2, ,-� .�NcJ-UI SF-�.IFIC.��-� I 1 't1-, :-C�Iz rt, �"`IK'1 - `KI-._ � Jr�-_ 1 I 4, rIATION,'AL DESIGN SPEG'FICr,TIONS (tFI `_,) FCF-I0(-.. L'I,I'',TRi.JCTIL r, Lr^ EC'ITI( h.l ,al=l[, AL_L- r_Or-TF,�IrnNc- SILPT'I-E! �D T-. F--P'C' �_E I� Fjl. -L c - , =�� I - . 3� _�1 , : - _ - FBA - �„ �' - r - -I F- - - .� - - ,r.� I- T� -I% J �F F- PI I � DI ii;. _�r.. - - - .,C., r' - - a-, - I- =r' I T. DE'�I,., I r[-r_'� ..ATIr.�''I � JR I�HT f` � I ,- � T� r�L E �rLNN� _ F L 'bv':�✓L� � r_� . �--_ . I l HE T- T - r� I�,L= A.T' 'TIT , � iF' �'-__+ L. ,- INS L E I -� . - DL FIR rREv'E ,TI N -GDE rFI r� .JG'LTT% 1. 2. DESIGN - -- v -F- zI , I I K r _ . -. J ,-T ^5. •_C - 5FE,IF1-,,, iGr,� r-•F' t ,''- ,_,NF EII ,TJPE_. n a TI / -/T 6, A r , .T I F "'I Inf<i � E I I�.,._ rF`� - 1 � l T, N �`1� � I C I `�V � P _ � �1 � � C �. '� - -I . __. 7N I_ C1E11 :d Sr _ AIL TON _ _ _.OT kt C_TI i� _ �T _ rL �_ MP= 1`J1 INc_ _, EN> _ J,Et,T_ l t - _ - �.P _ -. ,. r - --I TILL � rL "<, _., ,. _-_ _ -- �T"v III ( L l't- It LCJC T JUPPLL FTJT.1 1. 3. SHOP DRAWINGS : �. i. THERE =;HALL NOT BE A T i5E✓L",TIC l PC EE_-51-!.I. PL,A1''_, Br F k - T T - _ ;,-- �' r' v r .- r- L- _ _ . C-,-. - _ - - - - - F '- - K _ M ' F e' I . '', - nc ,tl SHOT ,R�bilt - _ 41`-E e,E: _,,)F H!1T'-�,•,L`C: R , . _ _ .''-, FLC ,� F.S'�, _ T G ��r T,�� r I c.r; :, P J� J �- _ 1_ R E _ , r . REL: . E.. NL _,HAL. Ii - L��E F 161 L- � I,-_L .. I' - M1 - cEAPRv. OIhdTS, BRAGII�,L kEr_;IUIRE� ,I_wl`� =;CID '�L_ JCJE�I!, h-'_; T_r FF'JR f N � Tt,J_:� r^EI 1PF -5. I. 4. GENERAL BUILDING NOTES : -I, - -- a � - -, F,- - < ' I 4. � E3UIL[7ii�(. HEI BHT IN FFeT 8 NUIJ,,F<_ iTF ��it F--L__� _ �,-'-SIGP.�' T(F L :'F r N,-FR I TIC'N. ✓l - - - - P - - - u' , - F A' iF. T � I�' I F F':. I 4. R, � 1. ��� �� -- r'F'_ > �� r1� -_- �Tir"`.r, .. �- '-L - ^'E- ��_�,_ �__ : - - - - _E - p - I F =I r- i- , , >. - - , I. - - - - - - 2. DES I G-N LOADS 2. I. DEAD LOADS : F ✓ 7 - t" '�F -'�1 / T T; �. i. d:i i'tl HI - - - - - - - n' '. � h 'l s - -,, '-T IP`-.KI. 1�' ." - _ - _ I. - - - -,./. - - II �. � b.� c•H � '� -x4 r I it , _L_ ` cF I e''_ J T 6iEI��HI C F Xb BtAb_:Nc, I'JA.1L=' I_ [ .� T. B ,Lr (,NIE� 3 1'E ,K_S 15 I'�F - - %`F T t_ C -; F' H✓D - Kr F yy _ , H, _ J _.. ''1.-INLL �._r"JrJ J [. P- _ 2. I. IC,. FLOOR FC1JSSt5 2. 2. LIVE LOADS : - . 2. �I �F_FJ LIB- IvC Gk_I': L-6 �r L �,� -. _.--PA�.E L_:� _ =F -. _ ,SAL _ ,t, -1, _ _ _ _ - -- Z 2. ,_ .TAIPI^I�YS �JJCi L ' = I1 << " . �. ll 2. -1. FLOOD 7 KI-55 TOF, �HOPD MIrJINIUrU : - ',' PSE T K _, . ,I �4 ti' H ' r - c l�I �?F GE' 3 RAILING LOADS : 2 2. 3. I. ALL RAJLINC AtF1D CU,ARD RAIL 5l'STEI`^''-) ARC TO DE L=E`1C-NEC' TO i-:ITH=-r l A. CONGENT?ATED LG,AD OE ?OU PG'UN..'S ArPLIED AT ANY FLINT a'JD RJ F're-r DIREC-T,ON ON THE R_-.ILI'ICF. -. L P. Li i'� ,,I �G P _ �Y� [ = LR-- _ -1 r_ lED T nI �C,:.. - - 4` _ I 1 F' (-.. J 'F - P' (Trd I I - _ - -u - ,.� G- >. r. Pr t= T ,= T "PI Yr 1„P �F I -1' r' _- �. �,. ARDr L TtN SH' LL BE DE SIB T1r -r L- �r '✓Ik - C )rl LNTK4 r T � A P -1 P I 1 I I H �1 T H I ' �•ilA AL r,FF IEL �N E._J d� 1 ''N E Ci Ji L L✓ r 1, i .! , - C.'. /l r I I. N 2. 3. 4. L.Q.I., E._>.1 ff ?.�.�_ r?E N�T P� xLIrZE. - �� , ., r LI_C �1r 1�L , „ . CI,�Cf ,- , E - r' �T` ., li - T >- .,) In.n LTR I- ,ITt1F' i4 - `.1P p. - -� , _L ESE" AP, _.-_ ._ ✓L »_ H- � .. � F:7�E_, .. 2. 4. WIND LOADS : -. 1. I. ✓0![7' L' ;IC'� TO BE __ � IJ_ EEv i t � L, -' l,'E 1, Tr' -E" F7C - ^K __ - ' 1 f F f i �� F' I I ^I , F'H 1, T I I ''N , IIJ' IN'- _ �I.I�P_Et` _ `.jT _;JF._ � ELF _ _ __ L� 2v _L:I I�„ �-LLB - - - r'' ,� , A ,, A,:TO = r; ILL-Ir.c StC.GNL ,�U°-:T, EXI 05URE "G", I IP_ F_T N_ C_ r _. _R "I" I%:. ENGLG>>CD 4. NE 1 F'I- IFT DEAL LC,�.L%5 - 10 PSF INr LE 'IS P�,F TIL E - 4. �. rd"dL' _>,r�D D--ERMI"JA`I CASED -") L - 2. 5. DEFLECTIONS : 2. �,, 1, rI ;CR TPU� E`J `�HALI �IN11T ✓EFLE IEII T : /�)G .-IVIES THE �PAPI F; `F _I, E L_ Ar 1 I4 TH _E rL L- `IL 1._ t T r E- E �. DESIGN METI-�OD 3 1• LOAD FACTOR DESIGN : 3 I, 1. `HE '_, 4.i , FACTOP D� , = h t✓F=T-I'Jn 1 _ _ v r _,T ;<\ P_, =L ONGPET- �,�, �-11- .�' IN.__ 3 2• SERVIGE LOAD DESIGN : 3. 2. I. THE ` ER;%ICE LOAD D1E-1rN METHOD v1A5 0,ED TG E1 ,1�rl : Y Mf-,JI�lR. I.ALL`, AIdD LIN -_ o -�- ITN -_,� r-I.;/- CITr KIOR ,ND EX -r I-JK - _ NG- _ ,L T'. ,Ir,_� AI,�- N[ -, F I` �A^�'I R _, _ _RAI- �,- -- ' � , F _ - T � 3• LOAD GOMBINATIONS FOR. LRFD DESIG-NS : 3- I. THE FOI L OIF IN- LOA GUh1BINATIG'r•J�, vdERE G'ESI-NOD FC!R TOT/, L E� + FLOOD LL + �C10F LL_ T F D + FLC " _L + L 1L T hL � + '''JL _. 3. _ P Y AN �J� r<IIc Sr- EE r _:T1,- _T r - G �:. -. MB I -- N RE'::t Ii . I I I:,! , I', I-'L- Nl A? LI.1 c r` _ - L -- a, _ - cr;. r - . BG'Tr! "--. -714-L -1JLL PIE• AL ERN, = A' _,- ,E- Itt' 1_ _ - _ _E- . q • DESIGN ASSUMPTIONS : 4, I. ALL F,i'IN 'ATION=, AFF _-Et-ITEPED + EF `-,LrPORrFD , C�_Ur'11`IS --NC' 6-1''tLLS A LESE- �H,Ao-NN T7THEPI JI -E Ill THE DE, -:rJ ,1.- 4. MATEP,I ALS 4. I . RE I NFORG I NG STEEL- : 4. I. I. FEINFOPCINC STEEL �HALI_ EIE ASTrI Ar!�-40 C_---F ,,D', 40, Fy - 40 `=>i 4. 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EI I I 1 .P�II _._ ,L I 4. �.._ F P- 'ST -EL BE c T IPIL.�,•-1� I �.,"S'1- C'= 1 1EE - `IF F E' iEF -- - - -- - -- --_- C - - F"_ L-`� _ _ - i �i- I JI _'F `F'I' 1 J- ` - ---- r1 - -' -- k - - -_- HL _ E ,-E L L -_ - - , -HC F__ E'-F _ s, ,F F r'= _ 'rllr--. i_ lt11 KEG IL i t ,T_TI ,rl__ ✓LF T• ' HI ELE1�,J,_. EIr _.t. - UJOR6T C45E DE&GNIN RRE56UR-E TABLE BUILDING D,4T,� WIND SPEED 120 MPH WIND IMPOR''ANGE FACTOR -- (ILU) = 1.0 WIND' EXPOSURE `C" (FRC R300 INTERNAL PRESSURE COEFFICIENT= +/- I ENCLOSED BLDG) D=SIGN UJIND PRE,55URE: I " ORST GAS (10 5F ND ON ) (COMPONENT AND G�HDDiNG) W E E Z E " END ZONE IS ONLY' WITHIN 5'-O" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOOR5 120 MPH + 36.3 P5F / - 48.6 P5F ( END) 36.3 PSF/ -3e.3 PSF (INTERIOR) U.N.C. GARAGE DOCRS (V = 120 MPH) SINGLE 9x'i +2T e, PSF / -31.2 P5F DOUBLE III +26.4 PSF / -2' .A P5F NOTE_ THESE PRE55URE5 SUPERSEDE ANY AND ALL PRESSURES LISTED LUITHIN TH15 CONSTRUCTION DOCUMENT. � T FZU G-T 1 " L '� LT G' 4. b. SOI L: 4 TERMITE PROTECTION -_ PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • _ _ .-;I -r, ' I_- Imo- - ' •v T I I - r I C � - I I C C C � MI R �IMN_T I II �HLM,CAL SAIL TER_ , � I ,_ E J USED I. 1r Ir `.II- <°'r'rrrr t _TLLn .�hw-i, 1,.n''ifi;;. i'rlc Ci'rit�-, tl i!m,-nf .,r_^.tier c1rJ �-.r,, 1 For "' _,'- � , = t, -rt , n 'I� �I-��._III b� c;l _ �d�". Ie gal ,te!1 ne��IF _ ._ _. _ _ _ _-�1-."r - - - _, . r.. I - - �l ,rs _. - 1 - ,' - ' 4 t i r I ✓ -Jr � "-r I. -:rl r I 4. I t ,� � r' ;I,1 r r ,n r Tt r1 Tti bt-� L al t I af.. �nal I i F - I F t ter,, Tr II n I L- Je x E Y, f tint - e,.. 7.1. r��L171L. f _ _„ _ ,� �H ;r r n' - n it - `n - :I _. I _ c_ c _ K 7 I._ - _ - ,� ` II -. _.I T `.ram l „- -, I. _;.� F /'t C' F -.r' ,_.( J C'Q + rrl.-' ,+. �, I r I , I r r �" / 1' II 1 I Y I f-I"Ylr, r. 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I T T I ; i r I I.;.IrI r`-,I� ,. � , r�4r, � 1 al�. r1 _I < I I I t 1. _ �- LrLtrl th _ .L I L: Ilr, TL,u-r 'JL-L i II __-'r mE.tLlj r _rr:L11 •-l. - - Ir _ - - ' � tea• _I 5'i:• ,� �I- � � �; ,. ,y rr� � I , _ l - -i - I' - r 7 ,.'.I� J' _ I._, I, ., _.I� _ , CCU r 'Y, [' I• Ir - C--=' _r.� -`L �I'I r. ,,=�'IL:,- -r'IrI�� _I � , _I _, >ns _ �'� In-_..�L'e I �I -- F I�-�'�- `Tr1.71 o,'I✓1 �_1 I I_,,_,al -. 1=LF, : I< ,.I - =1' iLL,il Jlr,q=: �; e '1u r�.7 tv 1-Iwe Nr ,.1 ;nst, '�',t;cn r, t �1f trI0rI _. _ n t' _ n-�.. r✓�I III [ r , ,:,t. n L _ _ f 'i i-.,-, _-t- r_ � t_ l't l��ir-i,�, I'�,I ,r71^�,.-] -'n - - - ,l,- - t ,.I . ,.� - w,� C' r f - - r ✓r - < v -' - „r r; r ;7 'r-1� -i, - I r „ - - . __ - - __ - - L - - - - ,, _ , r't r -P - _ - _ _ _ _ I. h ,ram •-f _r, �. .��� - Fh i - 'fir ,� � I Irr ,-:1 r � T _ cl Iti�_. '_a I I _ ,-tr'-: _ ':.J �_+•I _ _ - _n L� ._! _ ,�_ _ `•.ah: � _ I I -. ' L I:-,, I. �-� 'c ar iIr -r. l' cr I Ic..J '.I:'E ,>rT=. r 1-:;. ._ '.e'>." F , T` I,- T Jr .I n :i r �n r J r a r� r _,I' I'`I I � .-t L �I ut t -I t_ � GI �, �r 1 �L _ _ ,F :YI:II I f ,u I. r � _I Y r. ,. r J, J i„ r r 1 Irr. I�" r _ - t _ -. T _L r _�� �Lt� _ �� erm_ . II�. . _ I'-. r - n Iv _, ,n� - - U, LI I'�I'1 [!"�� - I � - 'mot <.v - t', - - - - - L.._. - - - - _� , _ ., f _ _ -.._. r y -1 / rl _ r'J r ,r I � I', ,-I"'.- ;_.!-',LJ .I _ , ,-� � _. :.,< ., ,'.r CJ �. :J:: „ r, �, ..r _r,' ,.,,IvC I,'-.1,. ,i l _'� _.- c" �1 ^Li+cr <r l il; l e.- _' t I r,,ln,� v i�� �'r'Ir r l " _ ! Ir r'�,te 'N gn rr erTt.. _ C' �F - � 1E� _ I , 1F EL= FFT _:'- DEF I r F�, -Ttil . ,_ - NOTE : I T 15 THE CONTRACTORS RE5PON5I B I L 1 TY TO REVI FW ALL D'RAWI NCG5 BEFORE CONSTRUCTION BEC INS. DANSC0 FNG INEERINC LL ; IS ( I E_ P�N�:b _� FL I 1, L � I L.-�TU�� L N�� I OH � � R��tC ! l ONL-i . ANY DI5CREPANC,Y BETWEEN FIELD CONDITIONS, OTHER �� i }`lQ CcT C,I �Il �G 0? C I I D_�I,�N I GFE�_.IONAL� SH�,�' GRA1�1 �_,-�, G�.' �TRACT�. R� BI,IL_D,Nc� - r- - r r i c T- f � M �H AN T E I L1 AN � _ '� D CRAWIN� MU T E BROUGHT TO THE .ATTENTION OF DANSCO ENC 1NEERINC LLC PRIOR T T' E � �r✓1 E ��. r 0 � TRi, N O H � M NG�_I CN T �t N� ��,T�O I I t PUTT 1vTiDN: GHEMIG�L GH�Nh10E� IN PRESSURE TREATED WOODS E AS OF OEGEMBER 31 ST 2003 CHROMATED COPPER ARSENATE GGA-G WILL NO LONGER BE PRODUCED FOR REST DENTiAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEM I GALS THAT ARE GORROSI VE TO STEEL. i T I S THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE GONNEGTORS THAT RESIST GORROSION. FOR EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA--B REG�UIRE HOT -DIPPED GAL VANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (!l DOES NOT. �TU� rTiJfi���,l \I T� REi;)UIP,E;-) ':AFETY (51- `IZ!Ni 5 iN F-,'�".7A,US LOCATIONS I,R .�/ L . r.' t - - - - - - - - F` r - ,�, _. .. - ',--. - - - - - - - - _ -- - - SI_ 1. t,_ . _ _ _ _ .,.^__ _ - I c_. -_ _ . , r, _ -- ._ .- I , - ._ , - ILu �r ,,- - -�'_�. F - - _._ - ._� .,7., - r - l,- - l`11 - r _ � I',._ . Irl / � � ,, �. _, _ r1_ � ,' �C--- ., - „ � � _ ,.i',LF - -- L, T. f / 'A1,,_L � l �'_�N T•-, A D_ :�: ,-JHE,�E THE L '.Jl_- ._. _ _, _ __ I- 1-';I I _. J' '„ I � � -1- - .I )r lTr- , L � _ -F�. rJ , -SIT �Idl, , 1 _ E ,-F', -. --' �.,1-' I. J : I LI . �,� . _ `NE ! 02 _ S :•T �C�^" ,I _I' 1 �NL �T .:nl- TI _�C.) N:= T ET,_ - __ - - - t._ . .I, --' -_c .- - - - _ - - _.-� - _ r __ __ -,I-- ja- - - - _ , ;, - -- --' !I! - - - - -o - - - I - - r - - - - - - _ - - __ - tic - - ..--I',,1,- i-r-.,. ,. _ , r - - - - -- - r',; ;,-' r- r =i1- - ,_ - - - _ r. -- -. �� - - .. - ..i - - " -- ti -- . .�- _. -L_ .1 - -. _ _. - '.tJ - '.- .I - ,�. I- . _� _.- ,I - -.,. „ ,. - -- , , - :- -- - ---- - - - - - - - - - - _. - -' C- - - - - - - - - - - - .. ' -- - - -_ - - - :L- , i� I _ y(_ 1. _ , C L_ .- L. �F --i _ ,: L - L - - I. - - - - - - _ T Pam. r r LL I i1 , r - - _. _ I-'.. _ ,, ' -- - P - - �I _, , D �,-NE ; II N`.,IJL�TIr:'- - - " - "II: TIE L- _ -EL, +NFL N - I:. r=. - - --I r - - - - - - , L IEI-1 I'!,. N =,T - - - - -E r,�L_ �,M) - r'_ - _4= __ _ _ ____ -� n_ P C,L_N - / -IT !-TI_`I T T'rJ THPT F- , . DE � A -- -- _ - - - - - - _ -- - _-_ , , t i F _ -'I IEL _�t 7 TE -TIO : n I _ `iD l TF.F_ F L_I F'', _L=tJ� _E _ . _L ,!& h;� _ - _ _ - �. - r 1r - �,F _ . GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE Wi T H FRG ! FBG A) COVER SILL AREA WITH A HEAVY GOAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR- C r n r r , 0 T � F> I T I T I -- 1 1 , ADH R EX r,NS CN 5 RI S O JAM S AN �! A . MH GRAIN _XP�NS ON S . B E. E I I B D E D KE cl R EXTENDS TO SiLL. C) S T A FU MORTAR D JOINT AP I TO Sit . E LL BED P� ED �L D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3!8" PLUS O� MINU5 1/S". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE '5" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO PO51TiON.) DO NOT REALIGN, TAP, OR OTHERWISE ^'LOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO U5E WEDGES IN THE MORTAR JOINTS OF THE LOW'FR GOUT 5E5 TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZON T ALLY AND IN JOINTS IMMEDIATELY .ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMB5 AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LE55 THAN 6 INCHES WHENEVER IT IS NECESSARY TC USE MORE THAN ONE LEND T H. DO NOT BRIDG--E EXP.AN5ION JOINT5 WITH REINFORCING. iN5 T ALL REINFORCING A5 FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. . PRESS PANEL REINFORCING INTO PLACE. • COVER PANEL REiNFORCI',,6 Wi T H UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURRCW. 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 JAi1BS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR I5 STILL PLA5 T IC AND BEFORE FiN,L L SET. AT TH!5 TIME RAGE OUT ALL SPACES REQUiRNG SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE S;�yCE5. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DR`'. i TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOID5 W!7T 4 MORTAR.) F-- - . - 'I; (�r I ER FINAL `10RT�^-R 7E '=�PPkO:�. ,>4 �;''�U�.o1. INSTALL P.AGK!NG I IG*+TLY BETWEEN G,_A5S• BL.00K'IDANEL ANI:' JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. Y" E r" n ! �L E E_ ' C .- e ' is � *-UtL D� C R� _..,Jtv N �...,RL/, N.�� L✓. I H . HC '1�N1}`'AC%'Rr r.PP_ rr- ;r ,' "N�,: - -'N-- INS'RuCT _^.h5. Gi A' MAXIMUM OF 60 ::;(;u^,?R- _ ::L ��'.SS BLOC< MAY Bc N"A-ED N ANY OPENING. FOR 'WIND SPEED aP �' w' ^ P- . - -7T B,,II /'RfN;�G REG ^,M=NDAT IC'N5 FOR INSTALLATION OF C"LaSS BLOCK. �� ( ��PANSiON STRIP I 20 Via.=,,\,EL _ I i/! t T' /j 4' E.X=4N510N c9 r. =AN=I �� i I % E3OLT (2 PER - , �` fRE!NEORCIN _v� R � CT�;ER , ' - .AL-' N L,•GS5 5L_0`< DE7'4;L ANCHOR) EXF`-,1 N5iON STRIP 5 I1 -SEALANT <' , I �.-� 6" i`,!N. LAP SPLICE �✓ Wi RE iN-ORGINCi PANEL ci" 1"1IN. LAP' NOTE: 5EE GLA5S 5LOGK N5TAL-! /-'7C'N NOTES_ r(110 mrh FASTEST WIND = 130 meh, 3 5EC. C-7IJ5T. FRG TABLE R301.2.1.3) -(li0 mph FASTEST WIND = 130 mph, 3 SEC. GUST_ FBG TABLE 1606.1b.1) I DANSCO I ENGINEERING, LLC I P.O. BOX 3400 Apollo Beach, Florida 33572 1 p.813.645.0166 f. 813.645.9698 www.danscoen ineerin .com 9 9 C CD LA W Q t O N O JCDtO Q m a M t W N M Z�o�� Q � �o Q n z� E Z ry H Ww J I C) t0 I Lu Lu r= L ) 0 Q:` n Z Q I I tO THE BEST OF THE ENGINEER-S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING C N IN 9 PP M NT TI N ODE p CLUD G .00 SU LE E 1. SEC O R301 FOR 120 MPH 3SEC. GUST EXPOSURE ••C" ENCLOSED I INTERNAL PRESSURE COEFFICIENT=i0.18) 'WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 0 2010 LENNAR CORP.-THIS PLAN MAY NOT BE 10 REPRODUCED R WITHOUT IN ANY MANN E WRITTEN CONSENT FROM LENNAR CORPORATION. 02010-THESE DRA WINGS AND DESIGNS ARE THE JOINT PROPER.Y F DANS EN INEERIN L AN TH O CO G G. LC D E CLIENT ON THIS PROJECT. AN`, REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF 11.12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 [y SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 J , I❑ IRWIN . BENSON P.E. #49758 11 ����e��uurea��b • -4 H - /-/ & �'•. o.� ���N+f` �NMt�I�SMA i • a * . . 0. = 0122 �0 �• (STA OF � �: i .,�FS•�IOR1o••.•'�� °'•`c�GNA� `� e SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS SN O 00 O O rl O O r- 1-O 1 �O�\ �O GONVENTICN4L FF,4r1ING SPAN 745L= MEMBER 51ZE AND &FACING MAXIMUM LENGTH MEMBER CONNECTION5, 2" X 4' a 16' O.G. -I'-5 (2) 16d TOENAILS 2" X 6" a 16" O.G. 10'-8" (2) !6d TOENAILS _ I 2" X 8" a 16' O.G. 13'-9" _ l3) 16d TOENAILS 2" X 10' 16" O.C. 16'-5" (U U5F HTW20 OR (3) 16d TOENAILS_ 2" X 12" 16' O.C. 19'-3" ll) USP HTW20 OR (4) 16d TOENAILS 2' X 4" 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" a 24' O.C. S -0 (2) 16d TOENAILS 2" X 8" a 24 O.G. ill -Oil (2) 16d TOENAIL5 2" X 10' a 24" O.G. i3'-0" (3) 16d TOENAILS 2' X 12' a 24' O.G. 15'-4" (U U5P HTW20 OR (3) !6d TOENAILS x TOENAIL CONNECTIONS DESIGNED FOR 5HEAR ONLY : i.e. R•4F T ER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 F5F 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 (ft'-) ROOF WALL ZONE ZONE 2&3 ZONE ZONE 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48,6 30.8 -33.9 30.8 -37.7 Notes: 1 For effective areas or w ind speeds betw een those given above the load may be interpolated, otherw ise use the load associated w ith the low er effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2007 3 Plus and minus signs signify pressures acting tow and and aw ay from the building surfaces UPLIFT CONNECTION CRO55-REFERENCE I U5P STRUCTURAL CONNECTORS UPLIFT LATERAL CONNECTOR FASTENERS CAPACITY CAPACITY 51MP50N STRONG -TIE I UPLIFT T CONNECTOR I F45TENER5 1 CAPACi T'f�CAPAGiTY I"1A5ONRY APPLICATIONS MASONRY APPLIGAT!0�i5 HTAI6 1500 590 13-10d x 1 1/2' _ MET4I6 _ 450 335 '1-10d x 1 1,12" HTA20 1500 590 13-10d x 1 1/2' 1 ME T A20 1450 335 I T-Imd x 1 1/2° _ HTTI& HTT22 4290# 5310i 18-16d 32-16d I HTT16 HTT22 3955 4165� L l IS-I6d x 2 ' t _ 32-!00 _ 1 LUGT2 L5T19 LTT131 1850 1390E 2650, _ - 1 16 10d s 5-1/4"x3' Wed e belts 8-10d 18-10d x 1 1/2" I LCT2 LTT19 L TT131 2150 1350, 231 - !6 16d 51nker5 1 7- _ li4"!!4' Titers_ x2 -� 8-16d 5!nKer5 18-IOd x ! !/2 FRAME AFFUCATION5 FRAME APPLICATIONS -� RTl 585 110 10-Sd x 1 1/2' H2.5 415 150 !0 81 x ' !r'" RTI& 1030 645 16-8d x I !/2" HIC 995 I 285 16-93d x 1 1/2' RTI6-2 1030 390 16-Sd x 1 1/2' H10-2 160 395 12-10_d 5FT22 115 260 8-10d SPi 585 10-lad 5PT24 5PT4 1075 885 260 _ 12-10d 6-10d x 1 1/2' 5P2 SP4 106, 885 1 -- - - 12-10d 6-10d_x 11/2_ i 5PTH4 1730 12-10d x i 1/2" 5PH4 _ 1 1360 - 12-10d x 1 1i2" � MUGT15 LU5T2 3965 2260 22-10d 32-IOld MCAT _ LGT2 3965 205_0 _ _22-10d 30_-16d Sinkers HTW20 MSTAIS 1530 1215 95 20-10d 1.4-106 HT520 L5TA18 _ 1450 1165 - - 20-10d 4-10d M5TA24 i15TA30 1305 1635 18-10d 22-10d L5TA24 L5TA30 1235 1640 - - 18-10d 22-!Od_ 1-15TA36 1135 22-10d L5T436 i640 I 24-10d HUNG APPUCATION5 HU526 1925 20-16d HUNG 4PPLICATION5 _ HU526 1550 - 20-16d THDH26-2 2605 30-16d HGU526-2 2325 -= 2816d HU528 2510 30-16d HU528 2000 30-16d THDH210-2 3910 58-166 HGL1528-2 3220 - 46-1(o CAPACITY 15 5A5ED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES 1) CONNECTOR C4PACITIE5 ARE FOR SYP, REFER TO MANUFACTURER5 FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAIL5 THROUGH THE TRU55 PLATE ON THE OFF051TE 51DE OF THE TRUSS WHICH COULD FORCE THE PLATE OFF THE TRUSS. "J" BOLTS REPLACEMENT CHART THE FOLLOWING "J" BOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLT5, THE REVERSE 15 NOT AFF'LIGABLE. FOR FRAME TO 5LAB APPLICATION ONLY. NOTE: EXPANSION BOLT5 NOT RECOMMENDED 1@ CONC. 67 EF 1 i Flrlls� FLOOR "J" BOLTS EXFAN5!ON BOLT5 j 5/g"a x Co" x (o" M1N. i -✓ �� 5/gio X 1�1, 5�8,� X_!CT" MIN. .r 4-+ + 1 + + + + + - -r ---�.. -+ + r -+- + -r- + +- + --+ 1 + , + + - + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + +' + Y + + + + + + +++ + + + ------ t++ + 4 + <, 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + +1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 120 MPH I -I- XPOSURE G" 1111- H i I[ - =- EXPOSURE "G" - h J. + + LI EIiF ;JAL -Or E I t'll,r- -I-III °Il rI'IFLI,'IF- II )Ill 1 �ITII Al _ I;�_ 11111 "I_ �L•lll �1C=E i r_ , 1 F� 11' _1 ,I = c ,--1-fl ll'1I F n,- 1[ I, rI_IL, r Chll HE�` L'I''•11t11: IIIJ IIJ_ -i - C'I1-;' .I 11!11 =� N( Fl NAIL 1 EI9 TH l T�'L.� 1Ic 7 t 1 I _T-_ L_ -- - - , MIN. EMBEDMENT SCHEDULE FOR AND O'vANT!TY OF FA5TENER5 T''f=ICAL NTA 20-!a / NTA 20 INSTALLATION -1 1(7-4L M71� 1N5T4'"LA1"1ON 71'Flir_.4L NIUS N115T4LL4T1(31\1 L� 5E ' isp MUG 8"O TH RU BOLT <)JI MU R TRUSS TOP PLATE .J.C_ T'll' i' I 11�` C I -70 l��J =�= COL1.1 iN DE i 4IL HTA 20-!a / NTA 20 INSTAL Li I ION -,:� i-11 D SPAN NOTE: J L ITT VA LIE I5 EASED ON S.P.F. 051' RT16 U5111NC5 6-8d xI 1/2" NA!L5 JPLIFT = 1030# T1'f=1(_S,4;AL ;1Q1( II T111_L� ION r ^ "x4' _LO;_KING (SEE MANUF. SFT24 i+T FOB "viiN:MUM DISTAIJCE i EACH •JOIPJT TYP ----� _ - �-`' +XTEB!OR FINISH l PRF-FAB -1 VNEY II 1 '. Pn.V T I _G„ lJ _ �� _ 7L _- 1 A H ,,,, �I• Il I 1 r 1 11 I, I^ I_, IM,N I `� II C,C II II III I &EC.TION I14-411 A i TA(_H BLI'iCK1N� TO TRUSSES i-1S° Tull - `4 ANGLE T�'PICAI,- { n- '',❑ C !I � �i HTVd20 @ EA. CORNER `--10U8LE 2°x4" BLOCKING w/ 1,/,2" PLYWOOD FLITCH SCALE 3/4 1' C„ -USP HTW2O @ FA. CORNER ASSEMB'I_Y r�t x. ' K; N G 2" 1 YNI"OlD FLINCH TYP. ly: r NT# I "CN - L 0 H 1 HEST - t�OND B A.M 11� _ 1 1� I J1 `-- N.T.S. '' SCE! E: N.T.a. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 1 www.donscoengineering.com i o 0 tf1 w Ln0 >j rn z am�� / HO�`0 Z QM00 uo L5 F W z 0 0 U-1 L LJ '_ v I Q i 7 Q V) i i TO THE BEST OP THE ENGINEER'S KNOWLEDGE AND BELIEF THE 5TRUCTURAL PLANS AND SPECIFICATIONS COMPLI WITH 2007 ,LORIDA RESIDENTIAL BUILDING CODE IINCLUDING 2009 SUPPLEMENT). SECTION P301 FOR 120 MPH. 3 SEC. GUST. EXPOSURE "C" ENCLOSED INTERNAL PRESSURE COEFFICIENT=i0.18) W INC ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED .AND SEALED FOR THE STRUCTURAL PORTION OFTH15 DRAWINGONLY. 02010 LENNAP. CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010 THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OP DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PPOJECT..ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02+09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS I VERSION NO. 4.00 / 1 1.12.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 1-I, IRWIN J. BENSON, P.E. #49758 = * ' No. 6 122 .�, l TAT F : �Q/at O' • .tow N�,w� •••• S+S'O rat A ,•,�`��Flttit SHEET TITLE' STRUCTURAL NOTES & DETAILS SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS SNI 1) A 1 PRE ENGINEERED WOOD TRU55 a 24" O.C. U.N.C. 12 (TYPJ VARIES Y2' HIGH STRENGTH GDP GYP. BOARD OR /s" WALL BOARD (OR 5/a" GYP. TYPE 'X" a GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL 5GREW5 a T O.G. CEILING 4 5' O.C. WALLS R30 MIN. BATT OR -J BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER 5TD, 90' HOOK (SEE DETAIL) R4.1 MIN. INSULATION ON EXT.. BLOCK WALL5 Ix2 PT WE) FURRING a 24' O.G. 112" GYPSUM WALLBOARD U.N.O. Ix4 P.T. BASE NAILER 3 1/4" BA5EB0A1RD - 2500 P51 CONCRETE - SLAB W/ 6x6 WIAxW1.4WW'FOR FIBERMESH 6 MIL VAPOR- / \� BARRIER%\ `.. GLEAN POISONED AND COMP. SOIL. (COMPACTED j TO 95 o MODIFIED PROCTOR 45TM D1551) (2) "5 REBAR CONT. ON-/ (1) LAYER UNDERLAYMENT FOR RCOF PITCH >4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12 HURRICANE ANCHOR a EACH 7RU55 (SEE UPLIFT SGHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER /--ROOF COVERING -1 16" O.S.B. MIN. (FOR SHINGLE) OR 5/5' 065 (FOR TILE) SEE ROOF NAILING SCHEDULE ON SHT. 5N1 ELEV. VARIES ALUMINUM -� DRIP EDGE ,---:ALUMINUM FASCIA -2x4 SUB FASCIA. -�2" ALUMINUI"I VENTILATED SOFFIT - 8"x8"X16" KNOCK -OUT BLOCK W/ M5 CONT. FILLED SOLID W/GROUT 20" I"IIN LAP #3 OR #4 REINFORCING PAR �3 & #4 LAP SPLI #5 REINFORCI.N.G DAR #5 LAP=' 5F=)L 1G� G.M.U. TYPICAL TYPE "5" MORTAR ARCHITECTURAL FINISH (1) "5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) -- ` 4"x4" INSPECTION X PORT AT EAGH FILLED CELL TYPICAL _z MIN. 2500 PSI GONG. SLAB / III 'MIN 3000 PSI GONG. 5LAE FOR HERNANDO CO. ONLY) III - v LLl ILI T- 3" CHAIRS TYP. U.N.O. _ \-STD. 90* HOOK 14 - (SEE DETAIL) T1 A A TION � O � UJ LL �G � SCALE'.: N T S. / v / (1) ROW 2x BLOCKING a MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING a 3rd PT5 FOR WALL HGT. > S'-6" 1/2" GYP. WB (MIN.) a GARAGE 51DE IF APPLICABLE. 2x P.T. PLATE / 1/4" 4, X 3/4" T.APGONS a 24" O/G 4 / a 6" MAX FROM END OF 2 x PLATE (2) 05 CONT. ON 3" 6 x 6 WI.4 x WI.4 CHAIRS )TYP.) WWF OR FIBERMESH ----------------L z, A' I I / T�'FICAL INTERIOR HARING UJ�TLL UJ/OUT UAL ITT SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"= i'-m" #6 REINFORCING BAR CONTINUOUS To FOCTER BELOW �O- H00< DE:TAIL � K.a. BLocIC Y 5 E 5I --7 G_`�I � P'I L45 REINFORCING - BAR #5 STD. SO' { 400< ELEV. VARIES x 2" FURRING ­4' x 6" ROUGH SAWN CEDAR 1 M.O. 2x4 SPRUCE SUB FASCIA ILI !2" ALUMINUM L­-Ix2 P.T. NAILER v. ENTILATED SOFFIT 4[__ TE NATE F,45C I A �2x S.P.F. STUDS @ 16" O.G. 2x STUD LOAD BEARING OR EXTt_RIOR 6N: ALL I i I° F.T. T' i IX BUD TtI SEE GG153 OR " #5 VERT IN FILLED 'CELL 5/55 --OR ANCHOR � i � 5/8" x 6" EXPANSION BOLT INFO. v BOLT @ 24" O.G. VERT. \ T OR 5/�'x6" "L° BOLTS *USIF SPT22 TYP. 1�- 2x P.T. PLATE I I �-ASSUMED FINISHED GRADE_ MONO OR 5TEMWALL - - - - - -- - z FOOTING MONO SHOWN T \ FOR GL,ARI I I ir I . r Z NOTE �! *FOR BEARING WALL Y Try' �� ?�✓ /\ �" O A N E - T I Ij� I SEE TYP. WALL SECTION FOP, SCALE: =1'-O" ADDITIONAL SLAB iNFORMATiON. ��-TYPIGAL G.M.U. BLOCK WALL GALVANIZED METAL STOP 5EGIRED TO WALL TO RUN CONrINUOU)S AND LEVEL AT A MINIMUM OF 8' ABOVE (TRADE. I -EST. GRADE l e ELEVATION � TOP OF SLAB Tz� FINISH TEx T', fiFE 5RE4K l N SEE TYP. WALL SECTION FOR 5O.ALE N.T.S. ADDITIONAL INFORMATION. EXPANSION JOINT FORMED U5IN 1/2' EXPANSION JOINT MATERIAL 3/4 RECESS FOR ^R! r- THI .KEN SLAB EDGE BETWEEN-v %4,R1IE5/ S.O.D. (U.N.O.) DOOR FRAMES AS OW SH 3/4" RECESS FOR � 6 x 6 W1.4 x W1.4 \ SEE A/53 FOR WNF OR FIBERMESH FINISHED CONCRETE LANAI TO - REINF. INFO. 5.6.D. (U.N.O.) / I H OM _ .� ; , �aI I� W \ T k i - v-T - - -- --- - --- SEE A/53 FORS H a4 #5 GONT. -� 1 -SEE A/ 53 OR J/56 REINF. INFO. --- 1 =4 TO}R OFT I ON *'1 _� _�TCRY = FOR �Ew> . INFO. SEE TYP. HALL 5ECTION FOR ADDITIONAL SLAB INFORMATION. Of7OI 1 i 5L,45 aTEF 4 RECE-53 n 5,��.1D. /' 1I SEE T,'P. THIGK_ENED SLAB ED(3E DETAIL ON SHEET 5.3 FOR OUTER ;DOE O)F I AN,A! SCALE: 3/4"=1'-O'I SCALE: 3/4"=1'-0 ROW 2x BL OCKiNG a MID NOTE: /-(1) i HGT. FOR WALL HGT. < 8' 6 ". SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING a 3rd LADDITIONAL INFORMATION PT5 FOR WALL HGT. > 814o". 1/2" GYP. WB (MIN.) a GARAGE USP 5FT22 CONNECTOR �1 SIDE IF APPLiCABLE, 2x P.T. PLATE 5/8'Q EXPANSION BOLT a 24' O/G \ 5" EMBEDMENT (MIN. SHEAR SPACE ANCHOR BOL75 3500" MIN, 7EN51ON 211 6" MAX FROM END OF 6 x (o WI.4 x WI4 2" x PLATE W JF OR FIBERMESH 'I v� •.� I ' 2) 05 CON . I k / ON 3" CHAIRS (TYP.) T"I`I'F C-AIt INTE!�IOF F3 4 IN G UU4LL ULJ/ UAL iI I SCALE: 3/41'_1'-0" 6x6Wi.4x4.4 I WWF OR FIBERME5H I I '1) #5 CONT N. T;4I�,-<ENED 5L,45 EE L 5EE TYP. WALL SECTION FOR 51_',ALE ,IT A I � IC'�NA L. G i L. S� - A� I f c-R t3 N J NATION. `N Ck MASONRY WALL AND _ MASONRY b,\IA.LL AND PAD FOOTING PAD FOOTING 8" MASONRY WALL_ EXTEND FILL CELLS TO FOUNDATION PAD CONT. FGOT!N(� STEEL MAT REINFORCING. ' I GRADE ,v y: 111 i111 Z • 1 z 1T, L-K IL jLl' zLY 1? -> - u1 r i ` v_ �� FOOTING / BEYOND 0 PAD REINFORCEMENT (5EE SCHEDULE) ! '� I I l-_ T lo' C0LL4F7C , DET., I �N P SCALE: N. r.5. 2 SEE TY WALL SECTION FOR .ADDITIONAL INFORMATION. i FIRE RESISTANT OSB 1/16" (FOR SHINGLE) OR 5/8" (FOR TILE) j SHEATHING 4' ONE^.. SIDE OF (WALL NOT STAGGERED OVER PARTY WALL 2X4 LEDGER a 48"-7 1/16" OMB. (FOR SHINGLE) OR 5/8" 0/C MAX. ! OSB (FOR TILE) SHEATHING '.,N.C. VERTICALLLY NAILED) I / TO TRU55 WE65 J/(2) 15 LB ROOFING FELT (SHINGLES) / 5d (TYF.) I 2X4 BLOCKING a 4a" O.G. MAX. IW/ l2,1 16d NAILS a EACH END 4 GLUED TO ROOF -7 PRE ENGINEERED -7 1 SHEATHING / ROOF TRUSS a 2A" CLG. RUNNER C.C. MAX. 1 I FIRE CAULK-\ i�2" (21 LAY SHAFTL INER iNSI FLOOR 4 C STEEL 1 aDJACE 1/2" x 6" WI FIREGUAR FIREGUAR BAT TEN STEEL "H" STUD ATTIC A STE). 90 ° (U *5 VER FILL CELL PLAN FOR LOGATIONS) NOTE5: j 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 1 2-HR5 PROTECTION PER GP WHI 495-0743 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 6x6 W14xW14 WWF CE STRIPS Imo_ -- :RS I" DENSGLA55 I BREAKAWAY CUPS :RTED BETWEEN 2" GEORGI,4-PACIFIC S LG. RUNNERS__ 2" EAGH SIDE OF EVER a STUC BETWEEN STUD (48' OS MAX) NT PAIRS OF GYP. / VERTICALLY PANELS. 1 DENSARMOR PLUS- I ll) LAYER I/2" HIGH D G OR TOUGHRCCK 1 GYP. WB. W/ 1-3/45' D C GYPSUM BOARD a E4. SIDE OF - - (ONLY REQUIRES IF 1 'I OR DRYWALL 5CR I S" O.G. WALLS 4 4" L 2 x 4 SYP 2 x?2" LO RE4 IS ACCESSIBLE.) HOOK (5EE DETAIL) RBG CLIP W/ lod a 1 1 SIMPSCN RBG a 36 T. IN FILL CELLS )SEE --- NAILS INTO TRUSS C-HORD/SCAB 8 (3) -(2) LAYERS I" DEN5GLA55 SHAFTLINER INSERTED j BETWEEN 2' FLOOR 4 CLG. / RUNNERS 'U1 2" 6TEEL H STUDS BETWEEN ADJAGENT PAIRS OF G1"P. PANELS. i2X4 BLOCKING W/ (2) 1Od TOE N4IL5 a EACH END / 2X4 BLCCK!NG a 48" Cam. M,�X. - / �15 LB ROOFING FELT Wi ; 2; .mod TOE N4iL5 a ��Cr' 1 / i (5HING-LES) END 4 uL!J=D TO RCOFTFIRE CAUL K / -!16" O.SR. ;FOR SHINGLE) CI SHE ^THING ^� S' _0515 (rCR TILE) 5r1EATHIN 2X4 LEDGER w 45 O%C I"i-X. GL�. U.N.O. ✓ERTi_-.ALLL', N TILED 0 \ �,UNN`z FIRE RESIS-ANT CSB l'i6" (FOR. % TRUSS w_Cb'': 8c SH1\G_E) OR 5/S' 'FOR TILE 5H>=a T HING 4 ON E-A. 51DE OF =RE dI E R -� - , WA! NOT STAGGERED OVER ROOF TRUSS a \\ �' a� Y WAIL i v T - I BREAKAWAY CLIPS S PER 1/2" x 6 WIDE DENSA� MOR F LUS \ �GECRGIA.-PACIFIC SPEG-FiC4TiON5 u> FID C OR 'CwG-ROCK a E4C-4SIDE OF EVER" OTHER A5 PER 2" W/ 3/4" BOTTOM F'R�GJARD C G`'�,ar BOAR!; STEEL 'H" STUD i48 OG MAX) 4 PECIF!GATIUNS d B4TTEN STRIPS a EA. SIDE OF I ?OFT CC VERTICALLY �- T I)_ )= II O 4 R STEEL H" T,, ,, �I - _-C ;F- IF STEEL . EEL H" 5. :) ', JN_ r<C �InES ! �R� CI , 1N�� E _ --i EERED ROOF TRUSS 4 ';OFT OC AT AREES A� CE3S�BI t.l PERPENDiC ULAR TO WALL 24" 1 1 O.G. MAX. FLOOR RUNNER 3/16" DIA, x 1 TAPGCNS a a Y �" 2 x 5 P 2 xl2" LONG S!.B kA H L 2X4 BLOCKING U1, l2) 106 TOE NAILS 6" O.C. / RBG: OL !P Ll,% 10d a 3" C.C.` 1 a EACH END LAYER 1/2' HIGH STRENGTH OR 5/,5" SIMPSON RBC a 36" Or. W/ 6-10dx1� �• STRENGTH OR 5I5" ^� 1,�' NAILS INTO TRUSS BOTTOM T n ALL NAILS OR P. LuS. W%1-3,8' DRTY DRYWAI_L NAILS CHORD ,'SCAB 4 (3) i/4"x2 3/4" TITEN DRYWALL SCREWS. T" O.C.CEILING, 5" EW5 -1" O G. CEILING, 5GREWS INTO MASONR''. O.C. WALLS 4 4" D.G. EDGES O.G. EDGES / 1 \ MOISTURE BARRIER NG SCAB a EACH F: OCR RUNNER 1V 3/16 ; I A. --' x 1 3r4" T4PCON5 a 16" C.C. / � -USP HTA20 a END OF TRUSS W/ 10-10d 3" O.G. x 1/2" NAILS INTO TRUSS 4 4" " O.C. W/ 6-10dxi I/2" 90' HOOK (5EE DETAIL) EMBEDMENT INTO CONCRETE (NOTE: S"x8"X16" CONE. KNOCKOL:T BLK. W,' NSTALL HTA20's PRIOR TO 1141"x2l 3/4" TI TEN or- RO-, E '-CN' FILLED LUI GROUT INSTALLING THE PROPRIETARY -1 - , ��� PANELS \ 5GREW5 INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) �(1) *5 VERT. IN FILL CELLS )SEE \C-�S: FLOOR PL4N FOR LOCATIONS) �a'x8%6" GONC. <NOCKOUT BLK. 1) SEPARATION WALL 'N THE 2C_ (U �5 VERT. IN FILL CELLS (SEE W/1"5 ROC GONT. FILLED W/ sR.l.l �M n1 I FOUNDATION PLAN FOR LOCATIONS) r T SY5T= PRL" ✓OES 2-HR5 F�� E� ION), PER GF WHI 495-0T4� Ili "5 VERT. IN FILL CELLS (SEE 2) MASONRY W :LL PRO.`✓IDES _-,-4RS J r FOUNDATION PLAN FOR LOCATIONS) FRO T EGTiGN DER UL U905 - I - J z �r1 :v 4"x4" INSPECTION PORT AT EAGH FILLED 'CELL TYPICAL V. • L) ✓ i E / ST�. 90 HOOK GONT. (5EE DETAIL) ,ELT. FIRTH ILiA 1 [)=TOIL 4T COS 111ON, Ij ' LL � L k6 n""""?" GONG. KNOCK OUT W/ (i)'5 ROD CONT. :D SOLD GROUT SCALE: 3/4"-1' 0" BLK. -1PE "S' MORTAR ---T (i)'S VERT. IN FILL CELLS REFER TO 4/53 FOR (SEE FOUNDATION PLAN INFORMATION NOT SHOWN. FOR LOCATIONS) - , 4"x4" INSPECTION PORT / AT EACH FILL CELL TYP'C.AL _ _ - -- - --- MED FIN15H GRACE v II • • _J v 8x16 CONT. FOOTING 'W/ ;1 (2) 05 CONT. ON 3" CHAIR. DOJ5L=E 01 UJALL 5E TION SCALE- 3/4"=! -0" I- E _� L - ,- 4"x4" INSPECTION PORT AT &x�? 'U'_4x0,4 WILE- � %� EAGH FILLED CELL TYPICAL I I -7 i I :ONT. )SEE DETAIL) 1= �x I T - •I I� !-- —I/1 GYP. �I✓. IF).T. GXI-�-- %� �f 121 FROM 'Ti AEA O' 011 ��=�'I ! _? —CONT. BEAD SE,ALA_ � 1 ail' Q INT 2X _STUDS @ 24" O.C. U.N.O. -- - GONGRETE NAILS A 1 I/4 /2" 'GYPSUM W LI_BvARD U.N.O. Eti1BEDMENT @ 12" O.G.'�� Wi DRYWALL 5GREWS ©8"O.G. STA�U=RED, T=ROM JO T Tr;M \SEE THIS SHEET FOR INSULATION '-'HART PLATE TO CONGRETF_ I'I !MIN. SHEAR Is30# -FI� tt TENSION I O#1-vI - GIR F15ERME51­1 r✓ I \ �\. /1/1 F:, �r _ti_. EP � �- F c =y n I. �s° ! i �l �` !� ��, i � �.; ��'. I ;_ �i -- `� �: � .� j � -' j - I `{ ,;ems � � I F�� . ''% 'I� \ SF - TY- -I- 4; E: �5/4' =i -O" \, 7 ADDITONAL LA, INF . v ,. \o�% DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813,645.0166 f. 813.645.9698 www.danscoengineedng.com 0 0 t!1 w 0 Ln O j o� z QmCn� I Uj C M co U--j z0 Z110 {`a00 V/ I w�� W J z o 0 �o I— Lu W V) ^0 �.L Z Q ' F T O TI is B�S OF HE ENGINEER'S KNOWLEDGE AND BELI°F THE STRUCTURAL PLAN S AN D COMPLY W R 200i FLO RESIDENTIAL BUILDING HFLORIDA CODE (INCLUDING 2009 SUPPLEMENT). SECTION 1 P301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE ENCLOSED LNTERNAL PRESSURE COEFFICIENT=±0.18) WINE ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED .A ND SEA LED FOR THE STRUCTURA L PORTION OFTHIS DRAWING ONLY. 02010 LENNAR CORP._THIS PLAID MAY NOT BE REPRODUCED IN ANY MANNER WR O RI H UT WRITTEN CONSENT FROM LENNAR ORP A N C OR TO . 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF HEATH FOR TILE ROOF 11.12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 -'��tinnu•y� GEN •. T cv Jr SECTIONS, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S3 �_�'✓ENr OR 2ND FLOOR PARTY v � � ��-� ^RTy o WALL TYPICAL G.M.U. WALL _ �, !� i�„v;,,�I_I-' 1/2" MINIMUM DEMENT FIM5H 1 5 VERTICAL REBAR FROM % � I �� rND_ TO K.O. BLOCK PARTY-, A I � - 314° FURRING STRIP I �� F11_LED S'`L Ir; 'w;' CR01�IT I � W.al_L STANDARD 3" DIA. TEE PARTY-- �� WALL [[�L 5 VERTICAL REBAR FROM 1/2 BLOCKS. ' S VF-RTICAL REBAR FROP,� -� I �-� j 112 BLOCK �. ! J _ 5_ `JER-ICAL RE EAR FROI,^ THREADED 3' DIA. EXTENSION _ 1,;2" GYPSUM BOARD; n r _ __ -# SGREW OFF AP 3" DIA. W, �- N�. K.[ C3�O K I r= ND_ 0 K.C. BLOCK _ FND[ T [ K.O. BLOCK G i ) [RYWA� L '^CREWS I% FILLED SOLID W; GROUT I-� � -_. TII_Lt , SOL�J ��, �nO Fh_�_�ti', GROU FOR GLEAN -OUT [� @ d O.G. OR 4d LIUrr—v a x I� �� �I% / — 1 — �> DRYWALL NAILS j , -�[ L� _ I ---- -- - - -- *1 MIN. EXIENSION FROM EXTERIOR d �� �FAIGE OF BLOCK WALL 151 I/2" rill - 5 MAXIMUM EXTEN51ON FROM I EXTERIOR FACE OF BLOCK WALL ��- ��-� �- J� �� �J �� L—� �_-__ L� __ __J 1 15 2 114" __ - 1,/2 BLOCK_- - N I 1 - ?/2 BLOCK 1/2 BLOCK. TO DRAIN - _ ,! I T I� � — [', i1: TIN'. t- BLOB.. �`� '�'� TARN ly /' 112 B�_OCK \ 1 r--I , ' FII LED C`DLI_ STAGGER t ALL VERTICAL JOINTS I i I UJAL L CL E AN a OAT ��, -- ^�— [�/' -- �` �! --- ��/,LL--- I 5GALE: N.T.S. - SCALE: 3�11_11=�II SCALE: 3/4-0" SCALE: 3,411 I'-0" \[ 54 _11=/]iI REFER TO SDW... PA(5E5 FOR INSTALLATION INFORMATION BY MANUFACTURER. � IND CAT_F C TO BE FILLED SOLD W/ GROUT e 2- � �L-�f�l� _���iN��� I ILN� � „ (NO #JKtQUIRr_D) (U.N.c' ON PLAN) e e GALE: 3/41e 11-0I RE 14!F IN GROUTED CELLS f OPENII�f � I STANDARD hNDARD �D BEAM �' 2ND FL. a STANDARD jI a LINTEL �� ,L oPENG IFr-- L�I a rRU55 BOTTOM G140RD OR DOUBLE 2x TOP x4 BLOCKING UP 2-16d TOE x BUILT-UP COLUMN NAILS e EACH END PLATE � -TOP jPI ICE Ilo 1'"T,[ �aoo j-!8-ladNAIL� 2x TOP PLATE ��--Zx GRIP) LES 16' O.G. \ II �-2-160 NAILS e 24" O.G. OR I - 5/8" 0 " "J" BOLT OR EQUAL TO TRU55 BOTTCh' I ��'^✓� , ii==I� 5/S" 4 NILTI KWIK CHORD OR BLOCKING I '_ACH END W/ 10d q� �'d ( 8'0;' 11 BOLT it �' MIN. 8" 1 2x BLCLKiNG e / EMBEDMENT 4" O.C. FRO1'1 EAGN HEADER 2x STUD a 24' --PAGE TO BLOCKING C.(-. MAX. I �Yp �\ ; �� \ 1 ��j PROVIDE NILTI X-GF NAILS --(2) 2x HEADER �. 2x P.T. PLATE �[ OR EQUAL a 12" O.C. PER FLAN B UPLIFT= 3250" (SYP 02) STAGGERED FROM BOY. SEE A/S3 FOR iI 1 I KNOCK -OUT -- -- T _ \ PLATE TO CONCRETE *_ � _ - � I NOTGI-4 LINTEL WAIERE REQUIRED, REINF. INFO. [ 2x BOTTOM PLATE W/ (1) 10d e 8" BLCGK W! Cli "5 ' F Fz / i ��; �� E � NOTE: cR CONCRETE DACE TENT J.G. TO EAGN HEAD P FA CE VERTICAL WALL REINF. DETAIL �� � L� OTT(�M SP'''�� SCALE :NTS T �'Fi(_—,4L !NTERICI � NON= EE4RING 'LiJOC D FRAME U✓/ALL / ��\ 2 x fil'N.; F A�`E UJ LL � fi I I MATE LEN,;TNS MILS! Br U` OvER [L I AT LEAST 8' 0" LONG. TYPICAL I I TOE �L � �I �� %art �i' 5C4LE: N T.S. F = 2240 LS f � NT T i � N 5CALE: NT.5. SCALE: N.T.S. SC �I E: NTS 7U5P 5PT4 5PT247 USP 5PT4 -1 SPT24�I U; P 5= ROOF T RIuJ:, .ROVE i �ERL APrNG / 2X4 BLOGKING / I i � X 06. r\ , y 5 _ 6„ G- (2) iod 70E NAILS EA. BLOCKING I ��I 2X8 WALL ABOVE ENTRY Hel K.O. BLOCK W (U �ANG�CR BOLTS e 24' O.':. ^TAX N \ FILLED \_ ANCHOR BOLT T' _"[.45ONRY WALL -�� LJHEN STUD LENGI4T� 6 12 O!C FOR 2 "xl0 OR v F T Fr TO`^ ^'" �_ \ r A 2X?5, �0I l v I PLH �% I % 5 LE55 THAN 12" USE GREA ER HEADER 5LO,< POUF,5INGGOFNEF INTEF6ECTI0N ! 7l-Ff!_AL FILLED LINTEL 11GLSTA30sTRAPSAT ��! —------- \_ 1 / SCALE: N T / ;/ E4CI4 571,C) WRAPPED \-54_°x10" "J" BOLT e 24' O 'I" AX. SCALE- /41I, 1'-O" OVER TOP PLATE 4 ( G 1 "'B T-�^� NAILED TO HEADER � USP l PER O I �� FL AT€/ EACH S!DE W! 11 06 v USP SPT4-� SPT247 T-IJSP 5PT4 7RU55 BOTTOM GI-DRD OR NAILS N�ADER W/ 1/2' FLITCH CN 12x4 BLCI ING W/ 2-1&d TOE - - - - - - - NAILS a EAG4 END 10d NAILS a S" _ PLATE [ - -[ - - O/C TTP. FILLING AND BLOCKING A5 [ SOLID AREAS ARE u 50LIC AREAS ARE _ REQUIRED FASTENED TO STEEL AND GROUT f� F' STEEL AND GROUT �� DOUBLE 2"x4" - HEADER W! (2) ROWS OF 12d e ❑ i z CRIPPLE STUD � 16" 0,C UNLES- NOTED INTERIOR SAW GUT TO 10 1/2' SAW GUT TO !0 1/2' FULL 5xL3xi6 BLOCK e 5i8" 25 AG MSG ER I * TYPICAL ('U.N.O.) OTHERWISE WALL �[ Ell III �,� STEEL TRACK RUNNER - f JC -3 5/8" 5TEEL 5TUD e 24" `P DOOR OPENING-�--* DOOR OPENING N� �-DOOR OPENING--CL x4 51UCS T L� O.G. MAX W/ 2) NC. I x 5/v" f UTAFER HEAD SELF i 5EE PLAN FOR REQUIRED fL I ji �DRILLING a TOP 4 BOTTOM `CONNEC7ION5 EXTERIOR WALL 3 5127 GA. MS . ( o0 0�, ❑� STEEL TR.4GK RUNNER P.T. QOT. PLATE W/ HILT! X-CF NAILS OR [ -- -I Ell�Ir - - - EQUAL'e 12" D.G. -F X6 W1.4XW1.4 WWF OR ,. WN CONNECTIONS I 15T COARSE 2ND COARSE 3RD COARSE BtRMESH NOT REQUIRED e BEARING WALL5 WITHOUT UPLIFT MA5ON TO LAY BLOCK 45 5i4OWN ABOVE. EVERY COAR5E'*JU5T BE BONDED TC THE 1" L 2X4 STUDS e 24' O ,C. i5'x10" "J' BOLT e 24' O.G. M'I AX. I1 1'1!N. (2) PER BOTTOM PLATE 115EGTi01y 2X4 F.T. PLATE ti. r2 VERIFY T1-4AT ALL REINFORCEMENT !445 BEEN PLACED SEE FLOOR PLAN NOES FOR F74 REQUIRED GONNECTION / )SEE FLOUR PLAN FOR ADDITIONAL !NFOR" ATION. �\ 1 T� / r u 07 2x GRIPPE a e lie)' � �4) OPENING_-S LESS 11-+AN OR EQU.aL U G>'-�D" IN I.UiDT, , DC N.. E., T iO O.G. I ,1 -2-ROWS 12d NAILS STAGGEp.EC REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON Wi USP SPT24 ,YP. [ a 12" C/C EACH FACE OR FLOOR PLAN. TOP AND BOTTOPI j 3-ROUTS 12d NAILS 5TAGGEREC i I d/ I I �L- - - L PRECAST LINTEL W1 (1) #5 CONT. IN OPENiNG5 GREATEfR THAN 9)'-0" WIDE ON PLAN) 0f=EN INS L FILLED DELL lll/ (I)' VERTICAL- 5EE FDN. PLAN FOR LOCATION �I __ I II _ I - -- i i —�I I III JI I FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT a EACH VERTICAL REBAR 6 DIRECTL` ABOVE 7LIE LINTEL. HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENING5 OPENING SIZE 2" x 4" L4LL 2' x 6' WALL J4CK5 STUDS J4CK5 5TUD5 E4 END EA ENE) EA END EA END (1) (2i (1) L(2) (2) (3) (2) (2) \ \\� \ INTO I I \V A TR>tiN50M FRA^IiNG 1 I ! TR4N5CM FRAMING \�\ I SEE SECTION 44/51 AND BB; 51 FOR ADDITIONAL DETAILS FUSE' aPT22 I -RECE55 LINTEL 1 �USo SP' 4 I USP SPT4 ; --10d . ---[ 10d NAILS e 6" O.G. STAGGERED ,\ �/ , ' STAGGERED KA TRANSOM FRAMING o 0 BEYOND. -y PLYWOOD SHEATHING PLYWOO -_A cN 1 C R. SES WITS{ 5d CO"`'ON .JiR= �.�1�5 e 4"�� O/.', E30l1NDAR1=5 6 Oir- cDr'=5 I � -� 14� �/� 1 r S-iE' LNG .'._ ✓�ti.�.'lis I j � l� /yi G,-s�i< v�L_ i.`'. � � �" D.G. "'AX. I N. PAR BOTTOM PLATE) T4 I 1 ; I II N COARSE BELCW. EVER` THIRD (3RD) COARSE THE !I" DOOR JAMB WALL IS TO BE \ PLATE ' T - I� �/ �L b� � � �E AIL PLATE WOVEN INTO THE MAIN FRONT TO REAR WALL A5 5HOWN. `I h C. A L IN7� RI OR jN CN E�IN T �IL L i GALE: N.T.5. Ca TLC < AL �:7 ' CEO^✓ �NT�Y 7 [�\\ ��, / L-5%0"x1a' °J° BOLTS to 24° c.G.MAx.. (MIN. (2) PER BOTTOM PLATE) \\ f SCALE: N.T.S. � SCALE: N.T.S. I -- \ �\ \ TRANSOM FRAMING � \ \-NAILED INTO TRANSOM FRAMING SEE 5ECTION 44/51 AND \ `\ 55/51 FOR ADDITIONAL ��� DET.4!L6 USP —� 5PT22 I � �REGESS LINTEL USP SPT4 U - - !--I X8 PT BOTTOM-- I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 I f.813.645.9698 I www.danscoengineering.com i o L W o�� mmm� Q a W M N QO-uj-°op <�no z E WLu z 10 v Lu Lu V) Q Q z Q V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE A.ND BELIEF THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA PESIDENTIAL BUILDING CODE N LUDING 21DJ9 SUPPLEMENT). SECTION PKIFOR 120 MPH. 3 SEC Gl,n. EXPOSURE "C" ENCLOSED [INTERNAL PRESSURE COEFFICIENT = 10.181 IIIND ZONE. THIS DRAW ,G AND DESIGN IS VA .D FOR 12 MONTHS AFTER THE DATE IT IS zC,IED AND SEALED SIGNED Af D '-EALPL FOR THE SI RUCTURAL PORTION OFTHIS DRAVJINGONLY. (�2010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY tAA.NHER WITHOUT VRITTEN CONSE:47 FP.Oh1 LE JVAR COPPORATIGN_ 020'0 THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT CN THIS PRO 'ECT. A NY REPRODUCTION OR U'IA IJTHORIZED L'SE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.0/.10 2.001 FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS I VERSION NO. 4.00 / 1 1.12.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 ' THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 n � � rrr••, ,,,���.0 H . •. log * No. 60122 x` •% O ���: ,,0 •rrQlsuL���l���, I SHEET TITLE: SECTIONS, DETAILS, NOTES I SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S4 00 �J co 1. �bl CELL& (SEE F D'N.'PLAN 1 'Ii � �� FOR LOCATION) -T -1 —(1 °5 VERT. IN FILL � I > CELLS (5EE FDN. PLAN 2 "x 6 "x 8'' LONG W/TAPCCN �__ ANCHORS () 3 1�" x 3 1, 411 FOR I CCATiON) - i. L_ GEN ER BLC_.K FILLED� GE�_ T �' a � 1"I L 1 I�� CONC. SLAB f - W F t, -- c d�'; _ �_I 4"x4" ':N5PECTION PORT -�- ONC..,LAB -, - �oX� JI.4X�1.4 IliWF ; AT EACH FILLED CELL TYPICAL FLOCK - -��Xro W! 4XW1.4 WWF - - -- - ,J� OR I , OR �5T3 �wT4 FIB RMES l - OR - Fc IN LOOK � 54.' 54.1 ' SEE PiN15{d FLOOR _ -- - 4"x4" INSPE--TIOivj L J -- OR LOCATION `\�� \1 `FOR IF :"\: -lmd x 3' a - 1 OFT AT EACH I"!IL ��I �� O.-�- FiLLE�D CELL BQFRIER G-_ / =�� n A � VAPOR -� � ;• `;` � = F�: � „ � ,- � - 3 T e � HADIE''R e,-oGK �1_N.o. � I 5THNDNRD BARRIERS u= n ; / L fi "5 CONT. IN - � • 90° NOOK � I �� � - 2x4 IITII III � HEA ER BLOCK � HEADER BLOCK U.N.O. -- _ LJ (1) •5 CONT. �� -� i 40" O.C. ^'I,!1,X. PRO•/1 E- , � - - n ADD'L D� J L Lri'IU BLOCKS �� � �1 �- I NOTE: ADD 5 a ,` I �- (5) 10d x 3'l ALIGNING 'a .' FILLED :/I 48" OG MAXIMUM 2x4 STAKE W!I`11N. 2'�®' i --I i � 1- PENETRATION INTO SOIL IN 57E1`1WALL =ELLS ABC`�E E LO III I ri BOv W NDOW MONO FTC. REFER TO 1 , FOUNDATION FOR SIZE 4 ` /N OR i000F _ 1 REINFORCEMENT �� OPENINGS<- �7 L� Ci-.BAN �ni '�.50\� '•`.N_i- /- - . r-- - --. _ x Nc�-LoN GLEAN POI„ONtD AND �_ 5 ,--• 1 1 r� I fvDII PRE CR �� _ _�' I D GLEAN POISONED $ - 1tiOTE.� COMP. SOIL. 195io '� ,-, �1-� ��-,- GOMP. SOIL 195io %i // STPh l ALL FTG. REFER TO MODIFIED PROCTOR ;i Iss= ! AIL: _ CELL // �RE� T�MPCRAR BFA� ING ILL. PAR AST i. STANDARD E ECT PRIOR 7 O MODIFIED PROD T OR 5 T 3/ 4.1 OR 5 T 4/54.1 FOR I PER 457"! D155U �'I "� PER ASTM D155U i go. NOOK SETTING 4 COMPACTING BAGKF �'; • a •� _� 'I / I SIZE ,$ REINFORCEMENT 5 T C `E0%-I0OK E' F fI i - 3) REBAR r "5 BAR IN CELL FILLED- BRACING TO R�I 1AIN IN LA.�E JN I �L � II -��- NT N �- �T ;I I 1 POURED SLAE3 IS FULL?' CURED (3) �5 REBAF - " � STD. B+a°NOOK _,-� I SOLD W/ GROUT - CONT. ON 3' CHAIR �- -- III -- (SEE DETAIL) c=r=R C DETAIL ��� ' 1 1 A� �'I n I r1111-5�C� E1��UL=I=C INS 1 ��� ��C�fL fi�� ! . �IIDI fi 1!_ I5T2/54.1 FaFLI� -I -r�- 1= {� � I I TE1" IPCRARY STEM SCALE: NT.S. �^ 1 SCALE: 3/a"sl'-O' \3,41//' SC AL=. 0 W,4"'L BRAGiNG- /` , vERT. REBAR GUT A REMOVE-, i•'" i- I IASONRI' BLOCK IN •'� �-'� VERT. REBAR -LINE OF STEMWALL 45 SHOWN 1 LINO OF STEM WALL FTC. STEM WALL IN HATGI4ErD AREA. r-TOP OF SLAB /I r 4 - i / FTG. / I "S VRI REB.� "5 REBAR T'ES TO ��, �- - CENTER KEBABS IN VERT. REBAR IL - - - SLAB FTG, W/ LUIRE6 � J - - EDGE LL i> - I� TOP OF SLAB EMI " < < " T LINE OF- _- REBAR TIES TO M -T - L v CNO G. / "5 REBAR 1 !ES O - _� ('2; CENTER RE54R5 N G. JJ. WIRES ��(2) CENTER KEBABS �� � ° I - I �T I I I a•� IN FTC. Wi WIRES j STEM WALL G�I LMONO FTG. _ �'� PER PLAN Bfs REINF. IN FTG-.-// �'-"5 REBAR TIES -�r PER PLAN TO !2) CENTER ���� KEBABS IN FTC. C a _ LINE OF INTERIOR UT B REMOVE \-REINF- IN FTG- -STEM LJ4LL FTC. I W! WIRES I MASONRY BLOCK IN FTC. PER PLAN PER PLAN ��n 5TEM;LALL AS SLIOWN IN HATCHED AREA. INT. MONO FOOTING TO NTERICIR MONO FOOTING — 5TEM LUALL DETAIL TO 57EM IUALL DETAIL i SCALE: N.T.6. SGALE:NT.S.'\ l -�i /-05 vERT. REBAR —05 VERT. REBAR > LINE OF /REINFORCEMENT IN STEM WALL ; FTC. PER PLAN LINE OF STEM WALL FTG. I —REINFORCEMENT IN FTG. % - -TOP OF SLAB / F TG. PER PLAN �� / �- _ _ i/2 BLOCK �--_ � -� I- — — — Lz SLAB EDGE HEADER BLOCK — / TOP OF i I I ��� f / 8° GMU 57EMUJALL (SEE i 1 L l 1 ..- ,� � � I 44/83 OR JJ/S�o FOR I - ALINE OF INTERIOR ADDITIONAL INFO.) j e MONO FTG. - ! - \-(2) REBAR5 BENT 45 l �- LINE OF INT. ILINE CF FOOTING SHOWN AND TIE TO CENTER MONO FOOTING 8" GMU STEMWALL (SEES REBAR5 IN FOOTING PER PLAN I � � (2) *5 REBAR5 BENT AS A/S3 OR JJi56 FOR I \ ADDITIONAL INFO.) ��� SF10I N AND TIE TO CENTER I 15=`T 1 ON �G —� uNE of INTERIOR ; REB aR5 !N FooTiNG FTG. STEMWALL FTG. PER PLAN -, \-LINE OF FOOTING "YOND 2I--- - �pp GG rN ALT. INT. MONO FOOTING ALT. INTEFRIOR MONO FOOTING TO STEM LUALL DETAIL T TO STEM LUAL L DETAIL 8� SCALE: N.T.S. J41 SG4LE:N.T.5. �G 4. 11,� s. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com o Ln w O�0 -, 6 'V M �m z Q m 1 Lu (M / O w op z Z Lu E1-4 w II, w W z � o 0 II v J w 0 Q 0 z Q c� TO THE BEST CF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION P301 FOR 120 MPH. 3 SEC. GUST, EXPOSURE 'C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.181 WIND ZONE. THIS 'DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. 9GNED AIJD SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY - 02010:ENNAR CORP.-THIS PLAN M,AY NOT BE PEPRCCU_. 'd: ANY MANNER WITHOUT WRITTEN CONSENT FROM LENIJAI 1O1101A7IGN. 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTYOF DA143CO ENGINEERING. LLC AND THE CLIENT ON TH IS PRO!ECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 21 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF 1 SHEATHING FOR TILE ROOF i 1 1.12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 ! R���til1!!! • ® �• H. w ` No. 60122 ATE .' 10 '0# •. OR1 S • •. SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S4,01 40 •• • O O O LO 2x4 "T" BLOCKING _- SEE STRUCTURAL NOTES AND NAILING SGHEDULE FOR SHEATHING DETAIL TOENAIL UJ/ (2) i6d NAILS I 2"x4" OJT' 00<ER 1 24" Gr. SEE 5TRUCTURAL NOTE5-1 B4CKNA'L WI! (2) 16d NAIL5 LE \ HND N.4iLING 5GHEDU F�R 15P RT16 OR EQUAL r �HFQTHING DETAIL I r-I T T ,-B4CKNAIL W/ (2) 16d NAILS SEE S KUC URAL NO ES r C % AND NAILING oGH�DULE - 2x4 OUTLOOKER ^ 24" ,- r ;-2x4 OUTLOOKER % BASK:TAIL Wi 2x.• BLOCIK!NG "- \T a 4�° O.C. � 1G '� N`IL TOP CORD BLOCKING FOR- FIRST FOUR ROWS OF TRUSSES 6 EDGES OF 2x4 GR055 BRACE SHEATHING APPROX. S° FROM TYPICAL RIDGE FASTENED AT EACH JOINT W/ (2) 10d 4 (2)10d TOE N411_5 -0 EA. END 2P.T TRU55 VERT. WEB x6 . SPACED 9 48" O/C Mix.. SILL 2x4 PANEL BLOCKING -a 40' O.C• FOR THE FIRST 8'-0' OF END WALL FROM EA END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I I 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" 6 4" O/C T 5/0' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS G01'1PLYING WITH ASTM G1002 FOR FIRST 6-0" FROM END WALL e 4" O/C TYPICAL 5/8'x 10' "J" BOLT 6 32' O.G. MINIMUM 6" FROM - PLATE SPLICES W/ 3/16'x2'0 PLATE WASHER SGALE: N.T.5. /-REFER TO SECTION lA /.. ON SHEET 55.1 FOR X-BRACING, AND TOP � CHORD BLOCKING uSP�GAMIO NFORM.AT I ON ;6 x1 1- WE>GE < BCL S 4) 5a, WOOD TRUSSES /411 xCREW5 I �- 2x4 RAT RUN BRACING AT 24' O.G. ON TOP OF BOTT. GHCRD FOR 4 -' TRUS5 5P4N5 4TTACHED W/ 2 - 16d AT EA. TRUSS JOINT ATTACHED w;' 106 NAIL'S f) E4. END BLOCKING , ! T � 6" C.G. EDGE5 AND 12` r- - 2x4 BLOCKING 'a 24" �L2' CDX PLYWOOD OR -1/6" RU55E5 FROM EA. A Z CHED Wi �� NAIL5 6 6' O.G. EDGE5 GYPSUM WALL BOARD L c r 7 tT { • C.C. FIELD a 2' H GH STRENGTH ORJ' O C W/ 2 - 16d G4B E TRU 5 055 SHEATHING .�I ,ACHED END TYP. TOP 4 (sad NAiI. 4' \® 1 AND 12" O.G. FIELD 2"x4" PANEL BLOCKING a 48' O.C. FOR THE FiR5T� j /2, p1 n W/ 10d NAIL5 6 6" O.G. EDGE5 BOTTOM 4T:4GIHED �� (2J 16d NAILS O.G, TYPICAL 5/8" GYP. LJB W! 13/8" TOENAILS EA. END I 1 GDx : >_YWOCD 0R � T 10dX.3" 3" O/G (4) ROWS OF TRUSSES FROM EA. END TYP. r- _ - AND '2" O.C.FIELD W'i (2) 16 d TOENAILS I 2x4 IT" ON TOP OF PANEL T DRYWALL NAILS OR - -� T/16" 055 SHEAT4NG THROUGH GHCRD T- A c c -- �. H GABL� RLj55 WEB - �- Sr �I T„ -; �} 145ONRY W4L! BOTTOM CORD A. IHUH�D U% (2) 16-d TOENAI" ATTACHED Wi i0d I �BLOCK,NG, FASTEN WITH ��? INTO " x6"P.T. PLATE - - 5IN�LE II�I1 �' !, alp. , �) 16d NAIL �— 10dx3" 4° O!C CI r DST C/G C�I�iNG 4 5" C!G� �ARCHITEGTURAL FINISH 2'x4" LEDGER IMAT ,H BOTTOM �NGRD NAIL5 •@ 6' O.C. EDGE5 ® f" ?��� f '- '- - 7,x4 PANEL BLOCKING 48" - 2x4 BLOCKING 5/8 OR 1 1 GEIL ING DENSE GYPSUM WALL -� I WALLS WEEP SCREED SLOPE OF ADJACENT 5C!S50R TRUSS) AND i2" O.C. FIELD r r r r (. A r �' O.. FCR T NE FIRST (4) ROWS FI U51 HGAio a 36" 1 A"�' „ , „ P.T.�' ' I BOARD rASTEN�.� WITH ad COOLER NAILS IN5THLLED PER M14NUF. C x10 ISILL 1,1-NOTCH 'L" BRACE HERE OF TRU55ES FROM EA. END EL 2x4 "T" ON TOP OF FAN OR 1 !/4" LONG DRYWALL SCREWS O.C. lJ "- T e - 7 5/8" x I©" "J" BOLT 48" O.C,-. '�_I = TYP. TOP 4 BOTTOM AT ACHED , u 4P .�AG1 ) T ! L CNN. MOISTURE B.+RRIER W�EI SCREED BLOCKING, FASTEN WITH COMPLYING Wi T N ASTM CI00% FOR FIRST CBL. TOP r L �_ c r � a � � I W/ (2 16-d TOENAILS � �° r / STUD WALL B_OGKINC�• � �=.X I . :%� ��,� �1 -- U5P HIA20 OR _Q. 6'-0' O.G. Tl"PIGAL— INST41 LED PER MANUR ^ J T a'-O" FROM END WALL a 4" O/C TYPIGAL PLATE r, �-� ,� 0dx� 4" 07G I .SEE TYP. SEC.) 48" O/c 1 ��eN •� � iNC LOCATION � -U5P HTA20 e EA. TRUSS ALTERNATE USP L5TA18 STRAIGHT STRAP 4' 0" �-MOISTURE BARRIER 5/8" ..R 1/�' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM c T O/C ALIGNED WITH GABLE WEB. 4TT4CL4 TO TRUSS GYPSUM WALL BOARD FASTENED F T U P SPT2 EA STUD VERT. WEB (24" O/C Max.; CHORD SLOPE C �DJA�EN W/T-l0dxl 1/2" AND TO MASONRY W/ (3) 3!16"x 2 1/4" WITH ad COOLER NAILS OR 1 li4" TRUSS) � I r�``- TAPCONS. — _ LONG DRYWALL SCREWS e `_ C T 1 ON NOTE: IF EMBEDDED � � ��� COMPLY NG WITH ASTM Gi002 i ON �� SGALE: N.T.S. STRAP MISSED VERTICAL 1 FOR FIRST a'-O" FROM END W4LL WEB* USE 51MP50N �\ r- % e 4" O/C TYPICAL �i/ SCALD: N.T:S. �,� SCALE: N.T.S. MSTAM36 ON OUTSIDE EA. OUTLOOKER ; 2x4 FOR SHEATHING DETAIL r SEE STRUCTURAL (2) 16d NAILS 2`� O/G 0.G (OPTIONAL - SEE OUTLCOKER NOTES AND NAILING TOP CORD 24° 0.--.ELEVAT ONS) ATTACHED LU �� SGHEDULE FOR BLOCKING FOR Od NA �C 2X4 CCNT"L" BRACE r USP RTl6 OR FIRST FOUR ROWS a .1' CP CORD - 45°� TOP CORD BLOCKING -USP RT16 OR EQUAL SHEATHING GET II_ O.G. 1'Fi` ,AL USP RT16 OR BLOCKING FOR �� FAQ TENED IW/ (2) ICd EQUAL EA. �' �� EQUAL EA. FIRST FOUR ROWS CF 24" O C. CM D FOR FIRST FOUR ROOW 5 �ar. EA. OUTLOOKER OF TRUSSES _ OF RUSSE EDG_S 211x4" GR055 BRACE-----] OUTLOOKER 1 .i. �DD� ES O, �� GABLE TRUSS UJE- OUTI OOKER TRUSSES e EDGES HE IGH : Y T APPRCX. 8 FROM H_A HIND T III • F fi r OF SHEJTNIPdG T. PIGAL DOUBLE TOP PLATE ! OZ LE L BRAG NG "L" BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER 2xb SYP"2 "L" BRACE TO / RIDGE FASTENED AT 1 /-"L" BRACE TO EXTEND '_ �' EX T END I1 LE45T 90% 2x4 GROSS BRACE APPROX. EACH JOINT W/ (2) 1 AT LEAST W% OF WEB = T n a%ALE- N,T.`-' �B u � 8'-0" O/C. � AT LEAST 90io OF WEB cc A E ! USP 8" FROM RIDGE FA5:ENE . A.T E 2x4 CRO..., BR.,GE OF W_B LENGTH 10d 4 (2) 10d TOE I LENGTH (SEE TABLE) LENGTH BEE TABU) SPT4 EA. EARN JOINT W! (2) IDd 4 (2) c 2x4 "T" BL O''K!NG ?� APPROX. S" FROM I NOTCH � BOTTOM NAIL., � Ems. E�ID rGABLE TRUS5 RIDGE FASTENED AT CHORD ( SEE TABLE) STUD i 10d TOE NAILS a EA. END -GABLE TRUSS ' KII 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 2x4 BLOB 'NG--, 1; 2" CDX PLYWOOD OR EACH JOINT W/ (2) ,_ U5P RT3A WITH 0-8d 2X6 FRAMED WALL - SEE T l/16" OSB SHEATHING 48" O.C. 10 48° O/C FOR HE 7/16, OSB SHEATHING lad 4 (2)10d TOE - FROM LEDGER TP WALL SECTION FOR SPACING rr ATTACHED W/ 10d NAILS r-� 1G0 NAIL Y' FIRM (4) R011� OF °L" 5R, 4..E -� (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW � 31' . x 6" L4l INA7 iCN5 W/ (2) ROWS OF STAGGERED 10d COMMON WIRE NAIL5 OF STAGGERED 30d COMMON WIRE N4IL5 OF STAGGERED 30d COMMON WIRE (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL NAILS (D 0.207, L = 4 11/2"; OR EQUAL NOTES: U ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4" D! 4. x 5 1/2" LAG SCREWS OR EQUAL SIDES OF THE COLUMN (SPACE 145 51H0111N FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 114" DiA, x 7" L4G SCREWS OR EQUAL THICIGNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED 'W/ (2) 6) REFER TO ND5 SECTION 15,3 FCR 4DDITiON4,� INFORMATION 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING-) Ti'FICAL NAILING 5CbEDUL�� F05 1L =1u �0=h� � SGALE: 1INIh1Ul" 1 2 "x4" :ROSS BRACING SEE PLAN FOR .01-4 T iONS) (2) 16d. PER JOINT -CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. C,5�055 5FACING; DETAIL /,/ SCALE: N. T .5. G>45L_ E END EFRAC f NCB E 7A-I-L_ - -- - MEAN WALL 1HEIG-H7 UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Sd C 6"C/C WOOD TRU55E5 USP HGAMIO W/(4;-3/!6'x.!-3/4" WEDGE BOLTS 4 (4) SDS 1/411 x 1 1/2' 5CREiUS 2 x 4 BLOCKING W/(2) 10d TOE NAILS -T EACH END a 24" O/C (TYP) `BRACING W/(3) i0d x 3" a EACH CONN. ;� 2a" OIC MOISTURE BARRIER \-BOND BEAM M450NRY WALL � ARCHITECTURAL �!NISH Y . 'JAL L OONN. 'S NON =LOAD �— 5F74FiN(_'� LO(,_ 4,TION DIN E`✓LN C,LCi, SEE TYP WALL SECTION FOR SCALE: N *.S. ADDI T ICI IAL iNFORMATICN. 2"x4" OUTLOOKER a 24"- O.G. LJ/ (2) 10d PER JOINT USP �4?W20 10dx3` O/C-' 12 "x4� TOENAIL_' 6 6" O/C RUNNERS W/ (2) 16d TYPICAL NAILS _ j"L_ AL7ERN4TE NON -DROP G45lE PEND DE T 4; ! SCALE: N. T .S. SCALE: N T.S. PROPER INSTALLATION 11 E15 4 I I Vf;;-'E 01=E N T 5 STUD NO � (1) 2"x4" (UN.O.) 2"x6" (U.N.C.) 5P4CING "L" B"L" BRACE "L" BRACE RACE 0'0" - 3'-011 3'-0" - 6'-0" 6'-0" 4 GREATER SCIS501, G45LE (1) 2"xa" 02 EAC+4 VERTIC4L. AND '2/1 2`xa` FILL NEIGr47 e E3LO1KINC; NOTE: 1; "L" 5R,4GE ^^UST EXTEND 47 LEAST 30% OF WEB LENGTH EXCEPT SCISSOR GALE LJHIGH REQUIRES E3RACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L." BRACE TO BE F45TENED TO GABLE STUD LJITH 10dx3" NAILS n) 4" O/G. -'L' BRACE W/ IOd 6 4' O/c (SEE SCHEDULE FOR SIZE AND LOCATION) GAE3LE PND SfR4CING DETAIL MEAN WALL HEIGs 4T UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 3/4'=1'-0' REBAR (TYP) �. 90* NOOK (TYP.) 3 AT THE FIRST 2 COURSES �: FOUNDATION PLAN I PRE-ENGINEERED' WOOD TRUSSES s - - - - SEE T'-P EC_ 0\1 -:r,R G _ E 40D _'ION4 iNFORM4 T ICN. (2) 2'x8' "L" BRAC FASTENEp WITH (3) 6c! PER Slr E _tlL i,D � 6E 1 E li =t ll fir=,4 :: ,45 PER HIS 91 X fP�ZAGE 6EE IE J;`S5 G0NTINJCUS BO""^MICORD BRACING 2"X4° MIN. ♦ UNAGC PT45LF. IN5T.AL.LT10N ♦♦♦ DO NOT DO T�i S ® ® ® 5 RE ♦ EAR !TYP ♦® ®♦ ,� STD ♦ LLI f 90. NOOK TYP.i i1 I I � ; I I I � 40 �( _o T � I -� I I i 1 \, �I I I I 1 ®® I NOTCH <TEW#d FIR°T COURSE 1 III � a , a C� II LLi {Q �I �k eta C� wl ♦♦ NOTE ♦ i) SEE TRUS5 TRJ55 EN_'-"INEERING LTOP 4 BOTTOM GORD GUT SHEETS FOR ADDITIONAL PERMANENT BRACING _ ♦® it e GABLE END BRACING s H:-;. MY E E REQuiRED 4'-0" O.G. MAX. FOR 2i i ` " BRAGItv�� Ma . BE 'LIED �N I _ �_ „r PEKI :�NEN- IFIRST ;4, ROWS OF TRUSSES r j' BRAGiNG P ROVi DEG IT EXTENDS O'✓ER ==T LEAST 909. OF THE WEB. Il L D LL iN� ll fii0�i � e� �!IRE7,, '1-11NI'1u1-1 F)ERl" =NN7 �R,4c1N G PIAN I� SCALE N.I.S. A:, PER BGSI 03 SEAL c: N.T.5. -- .•�./_ :__•=_E„�,� etc:.=,� \� --- AT LEAST TWO TR155 SPACES -- - OVERL==P II MINIMUM (2) 16d PER JOINT '\-MINIMUM 2"x4" TRU55 BRACING »Ii,AILa g EACH STUD SCALE: N.T.S. uF'L i F C�ONN T i OINK r SCIS50R 1'RUS3 --- 2X4 BR:4-DING a 48" O.G. CONTINUUCUS lip 71X�:.% 0,,T:ON A ACH=D w -'',Oa a TRUSS !NO-=. BR ZING MAY ,,F PI LCED ON EITHER TOP Or-' BOT10M OF THE BOTTOM GOAD) 11J% D?�O G"EIL INS ' 4.1C_1i'Ni�/S :D1= r ME4N WALL HEIGHT UP TO 3101-0'I SCALE: NT5 SEE STRICTURAL NIO?ES FOR WI*\u SPGEv S�4CIF`:c Al ION 3 55 -DO'L�BL _TOP PL ATE � I /\ 1 I '., r_ I i- .�, n � �.- � - i 1 T.S. MEAN' W-_L_ HE u� N `O _C T RL'TJ�, a,,,A �. NOTES FOR WIND SF,EED SPED rIGAT"ON ;AM ING 1 I STUDS le" O.C. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813,145,0166 f. 813.645.9698 www.danscoenginee(ng.com e o CD Ln 0 �j'� a ID ¢m� a M N W M J ODH0LLOP Z rn o ¢ a z E Lu W W z~ � 0 CD I I I I I I I— Lu Lu V) Q z V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE IINCLUDING 2009 SUPPLEMENT,, SECTION R301FOR 120 MPH 3 SEC. GUST, EXPOSURE "C" ENCLOSED INTERNAL PRESSURE COEFFICIENT = 1-0,181 WIND ZONE. THIS DPA W ING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02010 LENNA R CCRP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSE1:' FROM LENNAR CORPORATION. 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THI5 PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 1 02.02.09 1.0 2007 FBC UPDATES 0.29.09 1 05.07.10 07.28.10 1.01 FFPC 2007 UPDATE 2.00 GP FIREWALLS 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 � IloseAll r y. ' ' w • • r N. a cv SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S5 0 0 r- 1-0 2x FURRING, e 16' O/C (45 REQ'D.) Ix4 P?. BASE NAILER (45 REQ'D.) 31/4' BASE BOARD (AS REQ'D.i 6x6 WI.4 0.4 WWF OR F!BERME5H MIN. 2500 P51 GONG 5LA8 CD �- �31/2" MIN. TYP. 05 vERT. IN FILL CELLS .� (SEE FOUNDATION +-LAN FOR LOCATIONS) ARCHITECTURAL RN15H (EXT. ONLY) �I 4'x4' INSPECTION PORT AT EA(_-H FILLED CELL � TYPICAL NOTE: In 1) MASONRY WALL PROVIDES 2-HR PROTECTION PER UL-U905 (AS REQ'D.) 2X4 BLOCKING e 48" C.G. MAX. LU/ (2) lod STD.90 o HooK - --% TOE N411-5 a EACH END 4 GLUED TO (SEE DETAIL ON SHT. 53) ROOF SHEATHING 3 lit' MIN. 2X4 LEDGER a 48° 0/G MAX. VERT 1C,4LLLY NAILED TO L ? TRUSS WE55 IUK2) Sd (TYF.) 1 ' SEE IA/53 FOR ONE STORY 4 MIL VAPOR G/56 FOR TWO STORY REINF. INFO \: I'% `-\ ONE 3TORY� i \ BARRIER CLEAN POISONED AND COMP. -� 8" 2'-0" (TWO STORY) R" . 50IL.(95% MODIFIED PROCTOR PER A5TM D1551) 2-4 40U 1114e, FIfPE�4LL � aTEF 3E�TION 4 I - &GALE: 3/41'-11-0" PRE ENGINEERED ROOF TRU55 a 24" O.C. MAX, i -- 1/2" x 6 IDE DWNS "RI'^OR PLUS FIREGUARD C OR TOUGHROCK FIREGUARD C G'T'P5UM BOARD BATTEN 5TR!P5 a EA. SIDE OF STEEL "H" 5TUC (ONLY REOUIRE5 IF ATTIC AREA IS .ACGE55iBLE.) 2" FLOOR RUNNER W%- 3/16" DIA. x 1 3/4' TAPGONS a 16' O.G. <XXXXXY--f 2X4 BLOCKING a 40" C.C". MAX. (2) L4YER5 I" DEN5GLA55 5H4FTLJNER UJ/ (2) 16d TOE N41L5 a EACH % INSERTED BETWEEN 2" FLOOR 4 GLG. END 4 GLUE[) TO ROOF �� / RUNNERS W/ 2" STEEL H 57U05 BETWEEN SHEATHING " ADJACENT PAIRS OF GYP. PANEL S. 2X4 LEDGER e 45" O/C M;1X. -�� �, % 2X4 BLOCKING W/ "2) 100 TOE NAILS VERTIC4LLLY NAILED TO 1 e EACH END ' 4ULK /� G `EL: r (SH,NGi E&1 TRUSS WEBS W/(2FIRE ) 8d (TY�.1 � 1 � ' SIN LB ROOFIN�s E_�.,, (2) LAYERS 1" DENSGLASS SHAFTLINER NSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS PRE ENGINEERED A ROOF TRUSS a 24" �� I ` �_2" GLG. j / 1/!roll 0.5.B. (FOR SHINGLE) OR 5/8" X\RUNNER/ 055 (FOR TILE) SHEATHING U.N.O. W/ 2" 5TEEL H STUDS BETWEEN ADJACENT O.G. MAX. FIRE RESISTANT 056 1/16' (FOR PAIRS OF GYP. PANELS. J s N GL I ONNLY -5HINGLE) OR 5/8 ,'FOR TILE) FIRE GAULK r H , SHEATHING 4' ON EA. SIDE OF !F \ 2X4 BLOCKING e 48" O.C. MAX. 11J/ (2) 16d - 1/2" x 6" WIDE DENSARMCR PLUS �U _ I - NOT �GG� �� � WALL NOT STAGGERED OVER T 2" GLG. TOE NAILS a EACH END 4 GLUEDO FIREGUARD C OR TOUG-HROGK�` A� PART` WALL \ RUNNER / ROOF SNEATNNG 1 FIREGUARD G GYPSUM BOARD BREAKAWAY GLI-5 45 PER GECRG 14-P4CIFIC I -15 LB ROOFING FELT (SHINGLES) BATTEN STRIPS a E4. SIDE OF ,SPECIFICATIONS e EACH SIDE OF EVERY OTHER \ i6" O.S.B. (FOR SHINGLE) OR 5/8" STEEL "N" STUD (ONLY REQUIRES IF STEEL "H" STUD (48" CC MAXI 10F7 OC `✓ERTICALLY ATTIC AREA 15 ACCESSIBLE.) (2) !Od TOE j 055 (FOR TILE) 5HE4-HIND U.N.O. �X4 BLOCKING- W/ NAILS a EACH END - 2 x 4 Si P 2 x12" LONG-1 PeE ENG!NEEREC ROOF TRUSS `-FIRE RESISTANT 055 1116" (FOR SCAB a EACH RBG CL!F �� % PERPENDICULAR TO WALL e 24" Cv. MAX. SHINGLE) OR 5/8" (FOR TILE) W/ 10d a 3" Gd. ^ - SHEA T HING 4' ON EA. SIDE OF WALL / R30 INSUL. MIN. 4 NOT 5TAGGERED OVER PARTY LUAL L 51MP50N RBG a 3o" O.G.'W/ 6-10dxi 1/2" NAILS--' (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP, WB. BREAKAWAY CLIPS 45 PER GEORG!A-PACIFIC INTO TRU55 BOTTOM CHORD/SGAB 4 (3) W/1-3/8" DRYWALL N4!L5 OR DRYWALL 5CREW5. 1" / 5FECIFIC4TION5 a EACH SIDE OF EVERY OTHER 5TEEL 1 'H" 1 1/4"x2 3/4" TIITEN SCREWS INTO M45ONRT'. r \, C��EILING, 8" G.C. WALLS 4 4' C.C. EDGES STUD (48" OG MAX) 4 IOFT Or- VERTICALLY E 1 \ NOTE RBG CL P5 TO B" INSTALLED PRIOR -MGIS T URE BARRIER j (U LAYER 1/2` HIGH STRENGTH OR TO FURRING STRIP INSTALLATION V ' -- 1" P.T. NAILER 5/8" GYP. WB. UP I-3/8" DRYWALL ; \ �� -\R30 INSUL. MIN N4I1 5 OR DRYWALL 5GREW5 1" O.C.2" FLOOR RUNNER W/ 3/Iro" CIA.-� j'��; -U5P H.TA20 a END OF TRU55 W%'0-10d x 1 1/2" N4IL5 CEILING, 8" O.C. WALLS 4 4" O.G. PG I� 1 „,4" TA, ON„ x . a 16" O.C. � � III II INTO TRUSS 4 4" EMBEDMENT INTO CONCRETE MOTE: EDGES STD. 90° NOOK (SEE DETAIL) �I INSTALL HTA20's PRIOR TO INSTALLING THE _ � STD. 90' HOOK- 2 x 4 5YP1`2 x12" LONG SCAB a EACH 8"x8"X16" GONG. KNOCKOUT BLK. W/-� __I f PROPRIETARY P4NEL5 NOTES: (SEE DETAIL) ' _ ``(I) #5 VERT. IN FILL CELLS (SEE RBG CLIP W/ 10d a 3" O.G. 1#5 ROD CONT. FILLED W/ GROUT 1) SEPARATION WALL IN THE R-3 MIN, INSUL. PER SIMPSON RBG a 36" O.C. II/ ro-10dx1 /2" NAIL5 INTO II FLOOR PLAN FOR LOCATIONS) ROOF SYSTEM PROVIDES FBC (2001 ED.) `I 2-HR5 PROTECTION PER I TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4"x2 3/4" TITEN 513-602.I.45C.1.1 LAYER I GP I:JHI 495-0i43 � I SCREWS INTO MASONRY. NOTE: RBG CLIPS TO BE R-3 MIN. INSUL. PER FBG/11 (1) AYER UNDERLA.-MENT FOR ROOF Fi TITC-I+ > 4:12 4 ('1) 05 VERT. IN FILLINSTALLED PRIOR TO FURRING STRIP INSTALLATION (2001 ED.) S13-602.I.AB /_(2) L.4YER5 UNDERLAYMENT FOR ROOF PITCH < 4:12. 2) MASONRY WALL CELLS (5EE FILL jl ' Q C G, " PROVIDES 2-HRS (TY, I�A� ON BOTH ACES OF WA�L/ CELL PLAN FOR 71 PRE ENGINEERED WD TRUSS a 24° O.C. MAX. PROTECTION PER UL-U905 I x F.T. NAILER INSTALLED AFTER INSTALLING RBC's 12 5HINGLC ROOF -- LOCATIONS) u - � 811x8"X16" GONG. KNOCKOUT BLK. �\ (I) 15 VERT IN FILL GELLa (SEE ., (1) 05 VERT IN FILL CELLS (SEE _ FILL CELL PLAN FOR LOCATIONS) r 15 LB ROOFING FELT (SHINGLES) W/1#5 ROD CONT. FILLED W/ GROUT (2) 2x8 P.T. LEDGER WI/ lit" x 8 FILL CELL PLAN FOR LOC4T!CN5) HURRICANE ANCHOR a EACH TRUSS \I (SEE UPLIFT SCHED.) W/ METAL PL. (2) 2x8 F.T. LEDGER W/ 112' x 8" - \ TITEN HD a 16" O.G. (2 ROWS) ' UNDER E.4. TRU55 TO OUT5iDE OF WALL. TITEN HD a loll O.G. (2 ROWS) \ r 1;ii C 1/16" O.S.B. (FOR SHINGLE) OR 5i8" ? -,ji it � _4"x4'I INSPECTION PORT e 055 (FOR TILE) FIRE RATED OR \ L> I� EA. FILLED CELL (TYPJ 3/4" PL` UJOOD DEGKING CLUED AND REG. PER ROOF FLAN SEE ROOF 3/4' FL YUJOOD DECKING GLUED AND \ l; (L. I' I NAILED U1/ 8d COMMON a 6" O/C LL.. NAILED W/ ad COMMON e roll 0/C `i' _Ix P.` BA5E NAILER EDGES AND 12" O.G. IELD ��- NAILING _aCHED. ON SHT. SNI \ I 1/2" HIGH STRENGTH OR 5/8" GYP WB W1 1 3/0' DRYWALL NAILS OR DRYWALL 6CRW5. 1" O/C CEILING 4 8" O/C 14LL5 I" P.T. NAILER MOISTURE BARRIER - STD. 90° HOOK (SEE DETAIL) R4.2 MIN. IN5UL.- lx P.T. BASE NAILER (2) 2x8 P.T. LEDGER W/ 1/2' x 8" TITEN HE) a 16" O.G. (2 ROW5) 3/4" PLYWOOD DECKING GLUED AND NAILED LU/ ad COMMON a 6" C/G EDGES AND 12' C.C. FIELD 4°x4" INSPECTION PORT AT EAGH FILL CELL TYPICAL 1/2' GYP. W.B. OR 3/0' \ PLYWOOD/TYPE 2-M-W 055 (DRAFT5TOPPING) TO BE NAILED W/ 86 COMMON a roll O/C TO ONE SIDE OFt- FLOOR TRU55 FOR AN $� AREA <_1000 SQ. FT 4 SEALED PENATR4TION 5U L.MIN. N AREAS W/ FOAM. INSU DRAFT5TOPPING 5H4LL TOP CHORD BRG. \ DIVIDE THE CONGEALED FLOOR 51'5TEM SPACE INTO APPROX. EQUAL AREAS. 1/2' HIGH STRENGTH OR 5/8" GYP WB (OR 5/5' GYP. TYPE "X" a GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SGRWS. 1" O/C CEILING 4 8" O/C WALL5 EDGES AND 12" O.G. FIELD I I� NAIL FLOOR TRUSS TC LEDGER 90° HOOK / W/ 4- 10d TOENAILS (TYP.) 12" GYP. W.B. OR 3/8" j 1/2' P. W.B. OR 3/8" I T," M- Y \ • SEE UE 41L) PLYWOCD/TYPE 2 W 2NC PLR. OSB (CRAFT5TCPP!NG) ; .t • �_� �� ALU^ 1NiJl PLYWOOD/TYPE 2 M-W _ - - TO BE NAILED W/ 8d • DRIP EDGE OSB (DRAFTS T OFFING) - , j -ALLS- !NUM FASCIA TO BE NAILED W/ 8d -, - COMMON a roll O/C TO ONE _ \ COMMON a 6" O/C TO ONE 81Ix8"xl6" GONG. SIDE OF FLOOR TRUSS FO 12" U.N.O. 2x4 oUE FASCIA SIDE OF FLOOR TRUSS FOR +- r. KNOCKOUT BLOCK IW, AN AREA 1000 60. FT 4 " F.T. • i' SAILER ALUMINUM AN AREA 100. SQ. FT 4 (1) #5 ROD GONT. 5EALED FENATRATION l NAILER VENTILATED SOFFIT SEALED PENATRATION \ FILLED WI/ GROUT AREAS W/ FOAM. TOP CHORD 1 AREAS W/ FOAM. TOP CHORD ��_T DRAFTSTOPP!NG SHALL BRG. FLOOR8"x8"X,6'' GONG. KNv^�KOUT BLK. DRAFTSTOPPING SHALL BRG. FLOOR OP CHORD BRG.W;1#5 ROD GONT. FILLED W/ GONG.DIVIDE THE CONCEALED SYSTEM Dl t!DE THE CONCEALED SYSTEM LOOR 51"STEi'f SPACE INTO APPROX. SPACE INTO APPROX. - -- EQUAL AREAS. EQUAL AREAS. T -TR-3 MIN. iN5UL. PER FBC LAYER 1/2" HIGH STRENGTH OR 1- 1 f=.� I , 2001 ED.: S13 6 G�.1.ABG.1.� R ( Q a a r= - - (1) LAYER 1/2' NIGH STRENGTH OR 5/8" GYP.- z- I!" W�..OR 5/0" _iYl TY E "X' GARAGE W/ 4 -(I) #5 VERT IN FILL CELLS W5. (OR 5/8' GYF. TYPE "X" a GARAGE 'W/ A HABITABLE ROOM ABOVE) WIl-3/8" (SEE FILL CELL PLAN FOR H45 T ABLE RCOM ABOVE) IU/1-3/8" DRYWAI_.L NAILS OR DRYWALL SGRWS. 1" - ---i LOCATIONS) DRYWALL NAiLS OR DRYWALL SGRWS. 1° O.G. CEILING: 81I O.C. WIALL5 4 4" O.G. EDGES C.C. CEILING, 8" O.G. WALL5 4 4" O.G. EDGES �� TlhO 5TOF74�T'r LJALL 5�EC,Ti0N5 F=fm EE I ALL DE/4! I 1 /-LITE TEXTURED DECORATIVE FINISH UPPER FLOOR 5TD. 90° HOOK (SEE DETAIL) '--NAILED FLOOR TRu55 TO LEDGER W/ 4-10d TOE NAILS 8 XS"x16" CONC. KNCGKO'UT BLOCK W/ (U 05 ROD CON*, FILLED 5CLID W% GROUT -- ix F.T. BASE NAILER ARCHITECTURAL FINISH - --(I) 05 VERT. IN FILL GELL5 (SEE pOUNDATION PLAN 4 NOTES) Ix WD FURRING a 24" O.G. _\ n BASEBOARD �\ � � � MIN. 2500 P51 GONG. SLAB �a (MIN 3000 F51 GONG, SLAB FOR HERNANDO CO. ONLY) 4"x4" iN5FECTION FORT AT EACH FILL 'ELL TYPICAL IQ 0 6x6 W1.404 WLF OR FIBERMESH \/, STD. 90' HOOK (3) # 5 REBAR ON 3' CHAIR I(SEE DETAIL) W/3" MIN. CLEARANCE T"'F 22=3TCFI`r UUALL 5EEr,TN0\ 5GALE: 3/4°=1'-0" 5CALE:N T.S. 3/4' PLYWOOD DECKING PER J/56. / - IL45F HTA20 a 40' O/C, W/ 4" EMBEDMENT INTO 8 GMU L4LL K.O. BLOCK 4 10-106 NAILS INTO BLOCKING I i \ DBL. K.O.- BLOCK PER DETAIL \- 2X4 SYP#2 DIAGONAL (45') SHEAR BLOCK NIG5 BETWEEN BLCGKINGS LJ/ (2) 10d TOE P.G. LINTEL- NAILS e EA. END. r PER PLAN. EAR UUAL �E 4IL !- SCALE:N.T.S. / PRE- ENGNEERED FLOOR TRU55E5 a 24'I O/C MAX. 2X4 5YP l BLOCKING e 48" 0,,C W' .2) IOd TOE N41-5 a E_'- END (TYP.) 8" CMU WALL. (2) LAYERS I" DENSGLASS 5H,4FTLINER- INSERTED BETWEEN 2" FLOOR 4 CLG, RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GY>=. PANELS. L ^Iv G�I ' NL`r R_" 6', � 'T- RE: Nr' E' 1/2" x 6" WIDE DENSARMOR PLUS -\ FIREGUARD G OR TOUGHROCK FIREGUARD C G-YF51JM BOARD BATTEN STRIPS a EA. SIDE OF STEEL "H" 5%E) (ONLY REQUIRES IF 47TIC AREA 15 4GGE5515LE.) NOTES: 1) SEPARATION WALL IN THE RCCF SYSTEM FROViDE5 244R5 PROTECTION PER GP WHI 495-0143 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 (1) 115 VERT. IN PILL CEELLS (SEE FOUNDATION PL'N FOR LOCATION;;; it E " TYP 5" YF I - IGR`r �,R (TYP.) (, Ix F.T. B 6E NU !LE < - 4"x4" INFECTION PORT a 6x6 LJl.4x0!.4 'W'WF --; �I EA. FILLED CELL (TYPJ -A-t y' 4) lm T, - ON 3' CH4'IR 90° HOCK - - - - - x 5Ee DETAIL; INSPECTION FORT a /-4"x4" EA. FILLED CELL (TYP.) p 2iC 1x F.T. BASE NAILER W/ US! TYF=, -- - NAIL FLOOR TRU55 TO LEDGER TCE- ./`ND E�0170„ '_57D. 90' HOOK UJ4- 10d TOENNAILS (TYP.) (SEE DET A I) 2ND '=N E -,1 `4 8"xrt3 xl6" GONC. EACH STUD I�^r�RI=ED H KNOCKOUT BLOCK W/ N41LED TC NEADPR' (I) 15 ROD GONT, EACI4 S!DE W, it - 10d FILLED W/ GROUT NAILS TOP CHORD BIG. 10d N4i L S a a` FLOOR SYSTEM -R-3 MIN. INSUL. PER FBC %R'1T EST' =� 2001 EDJ 51134,02.1.45G.1.1 T , F-1I,- L 'UN.0_ 5C4LE:N 1-5. IRE CAULK 2X4 BLO -<ING W/ (21 10d TCE NAILS a EAC I END -2" GLG. / RUNNER -15 LB ROOFING FELT 154NGLES) 1!16° O.S.B. (FOR SHINGLE) OR 5/8" LO55 (FOR TILE) SHEATHING U.N.O. FIRE RE515TANT 05B 1/16" (FOR SHINGLE) OR 5/S" (FOR TILE) SHEATHING 4' ON EA. SIDE OF WALL � N \\ /OT STAGGERED OVER PARTY WALL BREAKAWAY GL!PS AS PER GEORGIA-P4GiFIG SFEGIFICATION5 e EACH SIDE OF EVERY OTHER STEEL "N" STUD (48" CC MAX) 4 10FT CC VERTICALLY `''X4 BLOCKING W/ "2) 10d TOE NAILS y EACH END PRE ENGINEERED ROOF TRUSS I PERPENDICULAR TO WALL a 24" O C. MAX. R30 INSUL. � 2" FLOOR RUNNER W/ 3/!6" . I (lLAYER l/.n H! H 5TRENGTH OR WB. x 1 3/4" TAPGON5 e 16" O.C. - DRYWALL NAILS OR DR WALL SCREWS. 1" O.G.CEILING, 8" O.C. WALLS 4 4" O.G. EDGES 5TD. 90' HCOK "SEE DETAIL; \ \-MOISTURE BARRIER 8"x8'X16 ° CONIC. KNOCKOUT BLK. 1#5 ROD CONT. FILLED W/ GROUT j �� _� I" P.T. NAILER CUSP 1-17420 a END OF TRU55 W/ iO-10d x 1 1/2" NAI1-5 INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: R-3 MIN. INSUL. PER FBC NSTALL HT420'5 PRIOR TO INSTALLING THE - (2001 EC) 513PROPRIETARY PANEL5=602.!.ABG.1.1 ��� , � NOTES: - j 41) "5 VERT. IN FILL GELL5 (SEE 1)' SEPARATION WALL IN THE ROOF FLOOR PLAN FOR LOCATIONS) SYSTEM PROVIDES 2-HR5 PROTECTION( PER GP 'WHI 495-0143 I E_ LUA L L ED '1:-: 7A I IL lo� I FRI L�55 2) M45ONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 TO W4Ll SCALE: N T.5. FOR RE:Q,IIRED CChyNECT'!0N 2-ROUJ5 126 NAILS �I STAG-G-E`�'ED' a 12" O/G ` ,-FAG;-� �fi,CE OR 3-ROWS 120 N,411"S STAG���-ERED 12" 0/T-- -0R 2°x1GD° OR C�REA T ER AEADER 00UE31_E 2 x 12 "2 S"i'F' -!FADER W/ 1/2" FLITGN PL,47E FILLING AND 51 01CKINC3 AS REOUIRED FASTENED TO IHEADEfR W/ '2) ROWS OF 12d ',) 10" O/C UNLESS NOTED CT?JERWISE 21'x4" STUDS TYP. \ �--F'?'. POT. PLATE ; r-LOCR TRUSS HEADER SUP=ORT �'A� /BEAM CpE Rt�1I . A.I- NI'vGc I TTT OPENiNCz 2' x x'o" Iw LL SIZE JACKS I ST,z AGKS STU :5 I FA END ! E_ ENE;,! E END rA END (2) (3) (2) (2) SEE FLAN FOR REQUIRED -) - - --- CONNECT ONS 6° 3i 2i - \•� �J/ '1IiNv� 0 o v o c 'r --- -o I 1 - \ O- - GE -Ji LICE 5E,'OND SPLi (2) 2x8 F.T. LEDGER LJ 1/2" x 8 TITEN HD a 16" Of. ,2 ROWS) 'o MIN, DBL. KG. BLOCK // 1 I 1 I 72) 2x,8 LEDGER P.T. EDGER L aP 5�L'IC�E 474CHED TOGETHER W/ 2-RO)JJ5 '10d a 6 " O/C I1 Z,_N SCALE:0, DANSCO ENGINEERING, LLC I P,O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com I ; o 0 Ln w zt~o V) jo,� I.0 z < M c ¢OLLO0 z M r-I E E o Z w w�~ W z J0 ! ! F- ui LLJ z Q () TO THE BEST OF THE ENGiNEEP'S KNOWLEDGE AND BELEF 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= 30.18) W IND ZONE. THI5 DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02010-THESE DRAWINGS AND DESIGNS ARE THE JOIN-, PROPERTY OF DANSCC ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 L.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 'ptttttftff1f1,1 4 S .T6i . S - • lv • G • •ft�f � iiVET TITLE: TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S6 140 Z61 � KA JI I AND THEN WRAPPED AROUND STUD PLAN VIES/ SCALE: HANDRAIL - SHALL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA- BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.5.6, 2007 EDITION) HANDRAIL DETAIL SCALE: N.T-S. 2x4 SPF NOSING GLUED AND - NAILED MATCH NOSING ON - OTHER TREADS- 3/4" RISER CUT TO�- FIT MAINTAIN BETWEEN " AND 2" CAP TOP AND BOTTOM, GLUED AND NAILED TO 2x4 I STRINGER syp i I I I i blockir4 i/ 11 For ,' 2xl2 TREAD GLUED AND - I NAILED I / II I I 12x� DR r T 7P I III I l 2x4 PT NOTCHED INTO STRINGER AND \ 2xl2 SYP DRYWALL STOP TAPCONED INTO FLOOR \\ \./ MUST NOT TOUCH STRINGERS WITH GLUE AT STRINGER / 2x4 BLOCK IN KNEE'WALI_ CONTACT POINTS \ i FOR 2x12 NAILING E 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H CCC ON `v' EVV _ SCALE: 2" = 1'-0" MUST � F STRINGER MU� r MAKE �� \OONTACT WITH I ANDING / I - I' I v ALIGN THIS STUD WITH FACE OF 2ND RISER / 3 /4" RISER CUT TO FIT MAINTAIN / BETWEEN 4" AND Z" i GAP TOP AND T T \ BOTTOM, GLUED AND NAILED TO STRINGER 1x4 CLUED AND NAILED TO STRINGER \ �' C2,4 DRAFT -----STOP r -2x12 SYP DRYWALL STOP /i, MUST NOT TOUCH ,-2x SYP CUT TO FIT STRINGERS BEARS IN WALL 11 I --2x12 SYP w-- BEARS IN I I- I IT I i�=Zx4 BLOCr<!NG 1=0R 2x12 SYP-� SCAB 2x4 GLUED AND NAILED r' EACH SIDE; TO BOTTOM F­GE STRINGER I OF 2x12 STRINGER 2x4 BEHIND RISER �� �� /� BLOCKING FOR _ C-- -- STRAP GLUED TO ------ ----N I ` RISER AND TREAD / z),I UNDER 2x12 IJ / \ —2x5 SYP \ 2x4 SYP BLOCKING / FOR STRAP / / 2x4 PT NOTCHED INTO STRIN MPSON TAZ1, / AND NAILED TO FLOOR WITH CLUE, / AT STRINGER CONTACT POINTS BEHIND RISER / ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ V, X TAPCONS Ca> MAX. 32" O.C. 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO F '\2x12 CJ C 17 \C W 9 9 9 9 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" STRINGER MIDST MAKE F-ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING - - - TREAn 1x4 GLUED AND NAILED TO STRINGER I V � / � III I I 1 �V 10II Ij i�- C I -� ROVIDE MCISTURE j / I PROTECTION ATTACH .ALL COMPONENTS OF STAIR TO CONC. W j 4" X -/ \ 2 43" TAPCONS GG VIAX, 32 O. . --1 x4 GLUED ANT:-- - \ NAILED TO STRINGER ; SCALE: 1" = 1'-0" NOTE HANORAiL 5+i,ALL BL.= 42' ASV. END OF TREAD W F'iGKETS NO MORF THAN 4" O.r.. OP OF - "1F 177I j F'C;T LET _ STRINGER INTO i i A V CONN. TO BOTO1-� `IF ' T;Ch; / 2x4 DRAFT GF NE'NE_ POZ,: .OF = / -__ / , STOP -'�� _ r ---_ PER CONTR4CTOT - -�' ;I P R C V D- � 2x12 SYP DRYWALL /� K;r�r 1 III C - - - _-- .- STOP MUST NOT,� � - / r TOUCH STRINGERS / I c� -� - - / / �x SYP JT TO FIT h �I - - - BEARS IN WALL - II �l-_ I I I � � ' 2x4 1 � I ;I I �x12 SYP BEAIR, _ i III � C II I'� II � � SYP ��CKIN� IN WALL 2x4 BLJ KING FOR 11�- - BLOCKING �'-- 1 �IV, V� FOR ' I 2%42PT UNDER 2x12 2x6 SYP r L - - - - -- _- II 2x4 PT NOTCHED INTO STRINGL AND NAILED TO FLOOR WITH GL 2x4 CUT ON BE'v'E / AT STRINGER CONTACT POINTS / DOES NOT BEAR IN WALL _ BC�i� CI V \V 1'Jr� 99 99 �L_CC `�J C \J E\vI�U 99T i SCALE: 1" - 1'-0" FILLER STRIPS ADDE 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 1 2x SYP CUT 70 FIT BEARS IN WALL -----2x12 SYP �1I-77 BEARS IN WALL l ( r /\ I B = E H, SCALE: 1" = 1'-0" TRINGER A - 111111 11� x4 GLUED I� ND NAILED 77 II / IN D SCALE 1" = V-D" Ili --3/4 PLYWOOD 1 ON DECK \ 2xi2 SYP I GLUED AND I I I NAILED TO 2x4RAMING 2x i 2 DRAFT TREAD 'I SCALE: 1" = 1'-0" N0 TF - THESE DETAILS ARE NOT PLAN SPECIFIC. -HEY ARE PROVIDED TO YOLI AS A STANDARD TO CONSTRUCT STAIRS. REFFR TO PLAN DETAILS FOR RISE AND RUN NFORMATiON. NEWEL F OS1 T!) ANCk, R In FLOOR GIRDER PROVIDE S01_ID BLOCKING BELOW ALL NEWEL POST G UE� AND NAILED) 2X4 CUT ON / OR 1 x 11 7 BEVEL Gi_UED g VL FROM JOi57 TO JOIST. USE 2 X 12 BLOCKS, \-FLOOR AND NAILED TO LVL GLUED AND NAILED TO JCII,ST JOIST. I \1�AI �'J -_ V LL- SECTi ON Vi C% "C" B OC�� �� �� SCALE: 1" = 1'-0" III III i-D n('WAL_ )DIE II ' (DRYWALL 10 I , I v L_R ,J.,SI J I I �L III I I II 1 I I I ! : I iXa S I!JD NAIL ED I III ��,ND CLUED TOP C ALA IF 'T J I 2X4 CUT INTO RIP. --- C - L 1 - RAI T` .;L�r_C AND NAILED TO - -- y H - oEAR�NG a, L_I_ B��U�, - ---- 0A �E ', - Ll / 3/4x III / -DRYWALL In'.NT 118„ l U I - -R k.,LL I I - �I II 2X:41 (CUT ,.f� I III - �- BEVEL CLUED � I ,AND NAILED I� I II I II � I III � � I TO L L d I II -- = I i I I ,I. i I I I II I I r I II 2-�� x1 2 (IVI SYP II I III j � I I II II I i i I T;I Tl' i 1 II % PLYWOOD 'Ir I IBEAty. I I I I JII JL�1 1«1L i, ON DECK - I J ---- - - i I I � 12 SYP - -�� IN WA=L I I III III Ili I I 2 i , I 2x4 _ S BLOCKING FORl I STRAP 9 III i STOP GLUED I i� _ �- � 'y- � I III ( AND \ III NAILS I � I II I II I I 1 � III I 2x 141 ' 1 III � �V DRIFT S OP 1 1 I I i I I III 2x4 PT NOTCHED INTO STRINGER AND \ 2x12 SYP DRYWALL STOP TAAPCONED INTO FLO / MUST NOT TOUCH STRINGERS WITH CLUE AT STRINGER -,1x4 GLUED AND NAILED TO STRINGER CONTACT POINTS _ FOR DRYWALL SPACING E BCC T �J �1 C VV SCALE: 2" 2x 2 I L I I I GLUED AND � 1 I i SYP I II III III NAILED TO ;III GLUE II FRAMING AND 2x4 I _ � (III NAILED I DRAFT I �J STOP — ��'III �ITOI F I I 1 III T-- - RAvIIIJIG I l I III 2x4 BFOCKIN� i II I i II T II 1 II III T I J I �1TJ I I I I I II I �' 11 II III �I NOTE: E. 2x12 I DRYWALL STOP \ NOT SHOWN / CEC ON ViE_V SCALE: z„= 1`- 0 s -F A i R .� T C C i (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED f2X6GAP I/2" DRYWALL s- 2 X 4 FRAME J WALL zl r 1AL AZ! L'.L DETAIL AIL WOOD PICKETS SPADED 4 4" G/G 5UARDRAIL5 SHALL BE ADOUATE IN STRENGTH, DURABILITY AND ATTACHED AS DESCRIBED IN SECTION R312.2, FRG 2007 �'. .I III I 1 I I I I�I I I I i I i1 I it S I I i II I III I I it CI I'I III • L L' ;_I r� T NA�,I_ I C<LT DE -TA L GUARD AND HANDRAIL NOTES 0 11012.3 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT AGLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR "v10RE IN C!AMETER. ExcFPT!oNs: _ w i . THE T ,IAN.�U�AR OPENINGS FORMED BY THE RISER, TLEAD AND BOTTOM RAIL -1 �, O.F A �. GUARD AT THE OPEN SIDE OF A T .�. AIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES 1 52 mm CANNOT PASS I HROUGH. - OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALI TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2007 R31 1.5.6.2 . • HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 ® ALL OTIiERS PARTS OF STAIR SHOULD BE !N CONFORMANCE WITH FBC 2007 1009 DANSCO ENGINEERING LLC , P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com ;I o 0 Ln 0 V) o>o ko Z <MCD uj M 00 zQuo Q0L-Lj00 z E Lu Wz� W o Im ko V) Q Z Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST. EXPOSURE '•C•• ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10.18) WINDZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION, 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 F8C UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 200 GP FIREWALLS 07.28 10 3.00 ADD ALT" ROOF SHEATHING FOR TILE ROOF 1 1.12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON P.E. #49758 I�E•ER��. ,,�� �1` . �� G E N S� • ij, � sew y w ; 0�Q122 ,t ; • �, T S rr E: a,�iis 1Lr TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS STAIR I ALL 11 1___ _ 1_ I Bearing Wall Rating - 2!HR. �. 1SLt1 •sue .�� ��� � �...� � W s w • , I - - t IMF-- kYY M s- �r �771 t., Cortcrete Mocks* - VaT *zus d ns. C aIsslt.k u -2 (2- hr) - 2- Wi Ir - ckslard i n 'fait bed of rn cFtzir, n car. 148 do . thick-, cl n c k lass than 2.-11 6 and nc maw thran 3-112 has of claim sharp sand to I p rt Portland c'emient pTop 3rtfu ed by volume) arm noot more than SO parcent hydra ov car rarvitv rrte) 'Vertical jctnts staggered, 3. Po tllalncl Cement - o or G ypwwn Prater - If' used. �:2 hr= to Class rl nation_ Where combustible members a °fralrrl&d wall, piaster or stucco must. be appl-ied on teh face oppaslte: gaming to ac*Jave a max. C catt= 1-1,02 hr" Attached to concrete blocks (Iteln t ;9 4 • 1 - If alt core spaces are Nkd with loose dry ftcpandied . exI rt�. clay or ��l r�11 Mutation a�add�� � ��a�lat'1.° masonry ins ulation, l�lt�I r° �� on treated sha (rota aces), water r' . nt vermiculite lr S_ Foaawd Plastic" -, (OR onat - not Shawn) 1--1/2 In thick max, 4 ft smdr sheathing attache'l to concrete blocks (Item 21. Cel � - Type Ttvr ax *Sea*Searmg the UL ClassAcatica I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengi neering.com i O O Lfl W O OLn ON tD Z< M 00 z LJL OD Q a o z E W W z~ J V) H Uj LLl V) 0 ry In 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 R301 FOR 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 OF THIS DRAWINGONLY. 02010 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION 02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 FFPC 2007 UPDATE 05.07.10 2.00 GP FIREWALLS 07.28.10 3.00 ADD ALT. ROOF SHEATHING FOR TILE ROOF 1 1,12.10 4.00 ADD STEM WALL DETAILS VERSION NO. 4.00 / 1 1.12.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 OAS— E N sF '•• ti� y :•'�'` - * 6 22 4- 14/ iz OP.•���,: `1,jv ;'"TLE: FIREWALLS SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS FW1 • •• • • I9 AR , 3)k/1 i _ I I I I I 1 11 1 1 L- _ __ " 111 I r I P-__4L PRODUCT APPROVAL SPECIFICATION SHEET i required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your Dcal product supplier should you not know the product approval number for any of the applicable listed products. CategorylSubcategory Manufacturer Product Description Approval Numbers Test Pressures 9• EXTERIOR DOORS A. SWINGING Plastpro Inc.! Nanya Plastics Fiberglass Entry Doors Distinction (berg ass E y FL6184R1 + - 65.0165.fl psf p ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf ThermaTru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING General Aluminum Company Series 420/430 FL12274 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential 1NindCode Doors V115 (8X7) FL5675-R3 +30.0/-32.0 psf Clopay Building Products Residential VU9ndCode Doors W5 (16X7 FL5675-R3 +30.0/-30.0 psf (used in wind speeds over 120mph) Clopay Building Products Residential VMndCOde Doors W6 '8X7 FL5675-R3 +37.0/-41.0 psf (used in wind speeds over 120mph) Clopay Building Products Residential VNindCode DoorsVV6 (16X7) FL5675-R3 +37.01-37.0 psf Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf Amarr Garage Doors Model #500 Classics 16x7 FL5427-R2 +38.4/-43.7 psf Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R 1 +38.4/-43.7 psf D. OTHER 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL14412 +47.2/-50.0 sf General Aluminum Company Series 190011970 FL12968 +40.01-40.0 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 esf General Aluminum Company Series 1900/1970 FL13199 +40.0/40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-RI N/A E. OTHER 3. PANEL WALL A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12716" Vented Soffit IFL12199 +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 FL5444R2 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 +104.01-104.0 p sf 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ Simpson Strong -Tie see chart ANCHORS USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood kJoists ALLJOIST FL1645-R2 NIA D. MATERIAL FECP Co Cast -Crete Hi h Stren th Concrete Lintels FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lottr s CP Lintel 4 FL120 5 NIA Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774R2 N/A Powers Steel, Inc. Power Box Lintels FL6264-Rl N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of 1 I r o site- 9 co of the product approval, 2 the these products, the following information must be available to the inspector on the Jobsite, ollow g p 1 1) p,� p Pp r) performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Crass Over Chart with Florida Product Approval Numbers Simpson Produc Number Florida Product approval Number Product Description USP Product Number Florida Product Approval Number A34 FL10446 Framing Anchor MP34 FL822-RI ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-RI H3 FL10456 Hurricane Tie H10 FL10456 Hurricane Tie RT16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-RI HGUS210-2 FL11468 Truss Hanger THDH210 2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor HSUR/L410 FL10655 Heavy Skewed U Hanger HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THE FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS16 FL10456 Twist Strap LTW16 FL820-R2 LTS18 FL10456 Twist Strap LTW18 FL820-R2 LTS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-RI LUS26 FL10655 Joist Hanger JUS26 FL821-RI LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-RI MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTW12 FL820-R2 MTS16 FL10456 Twist Strap MTW16 FL820-R2 MTS 18 FL10456 Twist Strap MTW18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-RI PA51 FL11476 Foundation Strap TA51 FL816-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titen FL2355-R3 Titen Anchor 711 846-3747 Fax 717-846-0355 HlR Engineering, Inc. 1418 E. Market St., Suite B Ycrk, PA 17403 21 January 200 Nick Thorr,pson, Product Manage.- S.iding & Metals Assoaa,ed Materials, LLC 3773 State Road Cuyahoga Fal,s, Ohio 44223 RE Flot:da Evaluation, Coventry Vinyl Siding, FB(2407 Bear Mi. Fhocipson; T;:c follroxiiia Associated ."vlateria e vir iding pm r cr try has be h -,estcd and rely.ed in con orrnance with AS i vi L) ,67c�-06 an ropred by Florida BUA. ng Cody 1107, paragraphs 1404.9 ai ci 1405.13, plus Florida Residential Code 2007, paragraph ,) -) ; Structunal resting to SST'' D 52()6- as re:juiren by AS1 %l D 3679- was dome at Arciiiwctural Tesir". hic. and is epoited in ;7945 I1-10r9-4L -rd 82531.01-I09-40. T: Mine was ,.lone for Alside, Inc..which is owned b; Assr r i-.tad Mnt.�t:els, 1-].C. Coventry vinyl sirJing is pr hogs in uudigurationa. Double : , Li,.ble S Duf�h::ep, Double 4", Double 4" Dutchlap, arld 1'riDle 3", all v; iih z thickness of 0.042" A st'ant-tht^nine feature of this product ri lh�r it ha,% a rrrh d ^dgr• na 1 hr:m', u'.-loch form, a r nubh flit Hess at the nail h -� edge. d r k ,, 1 have Fe_rtarrnt'd a cumbill:.,!i,n 0i .auonai au(l ,u-ukuctivr 8nal)-ca5 on, :his produiL which Includes the mandatory requirewwrits (if Annex A1.21 in ASTM 1) 3679 )nstaiiatirm must be over 5I.S mir,irnum nailahle ;heaihing or In" miririnunn plywood. h:stultatiun fasteners lru•t be rou.`u18 rails w II, -:^3" rdiznwlei ;.cad. 1%8" diameter shank, and a ,ttni:num Icr nth o4 I- %ti f I11e allowahie de ign wind pressures for alf 5 eonfiguratlnns Including Double �", Dcrub)c D„t..nlap, Doubl 4", F)oub 4" - Dutchia}n, and Triple " era -� 17 ,1;f for stud spaing. +% 115.3 psf to, ,..2' -tad pacing, and +/-86 5 psf for 16' stud spacing Jr, order to achieve these pressures, all Muds ntust have nails in theirl- imd a II rally must be in studs he abov vaiu s can be cC rlparet' directly to lhf= required wind leads in Chapter IPi of [h,: Florida Building Code. I trust that thu inforrnation is suff.c nt for the project neons. If there are any questions' about this report, or if anything aaditional is required, please advise me. Sinn'cerrlely yours; Allen N. Reeves, P.E. .Structural EngineerAVR:anr Florida License No. 19344 Cc, 0901 0005 Installing soffit and fascia Please note: Although vinyl soffits are manufactured with the same exacting I I standards as all vino products, UV Inhibitors yl p uc ib tors are not added to the vmy. formu.etlan 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. ' faselr Installing trim - Option A mom`' When fascia is applied without exposed nailing. With open eave: Secure F-channel to the exterior of the fascia with the top leg ; r resting against the bottom of the board. Secure F-channel on watt, lave) wdit to r _ r-channel on the fascia. SON With dosed eave: use a J-channel in place of the F-channel at the wall. Secure ad Dptron A channels every 12' on center, in center of nail slots. ----- - - Installing trim - Option B �u � When soffit only is applied, or when fascia panel is secured to underside tam of wood fascia. n ei �I Wnh open eave: Secure F-channell 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 .1-channels for the F-channels. Secure all channels in the center of the nail slots, 12" on center. Option B ir-lalling soffit 1. Measure the distance between the inside of the inside and outside Dims. Allow 1!4" 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 lo keep the soffit from sagging. -=--�� 2 Interiodt panels as you would vertical siding. Closed soffit can be secured every 12• on center 3. When fascia panel is net being applied, use an F-channel or J-channel at cornars Diagonal trim use of the overhang to properly finish the installation. 4. Whon soffits meet at a corner, the pint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. Straight trim use .IihiltlrRYS H<: work! f l KAYCAN- ICC-ES Evaluation Report ESR-1495 Reissued November 1, 2008 This report is suG)'er t to re-examination in two years. www.icc-es.0ra 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Courrcits DIVISION: 07-THERMAL AND MOISTURE PROTECTION Section: 07460- Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802)848-7010 www.kayean.com EVALUATION SUBJECT: KAYCAN PVC §IDtNG 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Codee (IBC) ■ 2006 International Residertia/ Cpde°L (IRC) ■ 1997 Uniform Building Code- (UBC) ■ BOCAll National Building Code/1999 (BNBC) ■ 1999 Standard Building Code" (SBC) Properties evaluated: • Exterior veneer • Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior mof eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and sciffts manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D 3679. The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- or wood -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) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). Panels are formed with an upper edge having nail slots and a lower edge that hooks into the upper edge of the lower course. The siding is produced in different profiles as described In Table 1 of this report. 4-0 INSTALLATION 4.1 General: Installation of the siding, including the panels, tamers, starter strips, Vim and other accesscoi items, shall be in acme dance with the manufacturers publisheC installation instructions, the applicable code and this report. In the event of a conflict between the manufacturers published installation instructions and this report, this report shall govern. A ropy of the manufacturers published installation instructions shall be on the jobsite at all times dur ng installation. Solid sheathing and a water -resistive banier shag 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. See Secion 4 For applications in excess of the orescrioGve requirements cr 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 !BC, SBC, UBC or BNBC or Section 301,2.1.1 of the IRC. In areas where the basic wind speed (3- second gust do not exceed 100 mph (45 m!s) [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) I11 Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 14G5.?3, BNBC Section 1406.3.3, SBC Sector. 1403.9 or UBC Section 1405. as applicable. In jurisdictions enforcing the IRC.. instailaUor much comply with the prescdpth.e requirements of IRC Section H703.4 for areas where the basic wind speed (3-second gust) Is less than 110 mph (49 mis) in Exposure B, and does not exceed 40 mph (40 mis) in Exposure C or 85 mph 137 mrs) it Exposure D. For applications in excess of the prescriptive requirements, the design must be in accordance with IRC Section R301.2.1.1. For applications in excess of the prescdptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) 144 psf 12107 Pa) under the 'UBCj when attached to a code -complying, minimum % inch -thick (10 mm), structural -rated OSB sheathing. The siding shall be attached with 1b2-inch-long (38 min), 3/e incn-diameter-head (10 mm),'le inch -diameter -shank (3 mm), corrosion -resistant roofing nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding is attached are outside the scope of fhis report. iCC-ES Lwhwnaa Rcpar: a+e x bo rn ut,a d w rep= e, m+g, uIh tiu w- dl+e, ar.,Wf. nw sp­,1-dy add­4. no• re tt.ev to br ro++tu„r<I u+drsemeur Jrhe subject;rtAe rpwr u-a rreww,o,dxia,Jin,o-,:m.7hereism wv,anry by lCC Evabentia: Sri:ia, A, ea -*sw in,uf,e,l,:u ro an) fmfing,v dbef =racier n: =pia sepw , or ae W ery pro:fercl ro,..,ra b3 ri,r .<ponLIM COpyrmhl €) 20e8 Page 1 02 7'7-846-3747 Fax 717-845-0355 HR Engineering, Inc. 1418 E. l0arket St. Suite B York, PA 17403 22 January 2009 'ibd Hollian, N.E.. %dill inu4ator, Florida f3u' Id,m Code Commission d B rm n iind Assuciales. LLC. M,lami Beach, Pot ida 13140 RE: Cr:rtitb:atlon of Independence Derr �Ai _iennan In cnnforrnance with Rule 9B 72.' 10, EA. C. "Criteria for Certification ni` n!i�pFr rn�c 1 nrfe- the ful;olviia :err ogluerec! 1va!2ssi. ri+l e .;ineer c) the state of Flor14a ,Vilh 11COISe numocr 19354. 1 Work it a ;ivc person consu!t;ne st-ucturai engtneenng fine, i.rR Engineering. Inc ' . of which 1 an) the majority owner - In rrix Ivoil, perturnnnp aii e;aklalion, 1 do n(A !save tier will I acquire, a financial rlteres u1 my Cc, "npary manutecturitng nr di uihuting prrduc:z for which th; reports are help€ iS5 Uis1. Ir. my P,:-I0rinu!e an C%aivation. I del not lid.-e, u+1r wilt, I acquire iinar.isl II;:rO.ct -n any o her euGty involved in the 5fior,)Vul urocuss A lk:e product. I I t ,1st .I.at [.I•j is tfi rent t he Eolidq 3uildiilCode t_'„nut i „on � r qua'cr ;en[,. '.f t1-rc :;re any q.,cst,ons about tn.s c_,,ifi:ztio i of :ndep,:lldeoce Jf it any'thrnt addiuonal r, r,�u d plea . ad):;e me. 51n, crc lv ;'ours Hhlnc- aL� /�,. re, ditch 1- Reeves, P L Chirp Eneinrer ANR nor Cc: Assr,ciated nn,!,.r._, LLC 09C 111U0` Installing soffit and fascia Installing fascia 1 Install an undersil trim at the top of the fascia board. 2. Measure d'stanca from the bottom of the F-channel to the top of rite undersill him, and then subiract iW for clearance. Out panel to width. 3. Peiforale a col lo^e using snap-lar k punchapproximately every 8', ensurin g the tabs'fa,e outward p the 4. Hook ,n., of toe fast • -I aver h la ar>c o e the Fc annet and snap ,h., tabs into the leg P undersill trim :5 scfft is not be, )q installed, hook the fascia directly over the fasda board. An alternative to sna04cd, punch attachments to slide the too cf the fascia tiehird meta drip -edge. Overlapping fascia 1. D'<arlap ras-;a by cutting Te, uoitoo', edge of the undedayinp panel, leaving a I t tz' tau to be Inserter: into over lapping panel. 2. Overlap 314" !half me distance of the rolch)- Capping fascia To rake corner caps cut a piece of mnvl fascia that is 5 1;2" long. 1 Mat k the vertical c rter:ine on the back of the olece. 2. Our a 90' sechof of the bottom flange from the center, leaving a 45' angle on wither side. 3. Use a hand seamer or metal straightedge to fold fascia piece along vertical centerline to make a right-angled corner. 4 Using a snap -lock punch, make Lips'ust below the to edoe of th uridersl trim v, I A w■9ia ' pert Rena VI" feria 112" F•chanra! Fascia installation -'`I �'-1r7• over�p -�� Fascia ovenapping e tr 3 p., i r gamer cap. making sure that tabs s fa; a outwaid Install corner cap by - la, ing the bct om over The existing F-channel and snapping the top J Fascia capping l edge into the undersill trim, KAYCAN " ESR-i495 I Most Wde,'y Accepted and Trusted Page 2 of 2 W;nd resistance of the soffit panels i5 outside the scope of 5.4 The siding is manufactured in Richford. Vermont, under this report. a quality control program with inspections by 5.0 CONDITIONS OF USE Architectural Testing Inc. (AA-676). The Kaycan PVC Siding described in this repodcompliesvith, 6.0 EVIDENCE SUBMITTED or is a suitable aitetoa!ive to what is specified in, those codes 6.1 Manufacturers ublished installation instructions. p listed in Section 1.0 of this report, subject to the follovring condi!ions: 6.2 Data in accordance with the ICC-ES Evaluation 5.1 The sitting is lim;ted to installationsonbuildings of Type Guideline for Vinyl Siding (AC37), dated October 2D08. V-B iIBC . Type 513 ('.?NBC), Type VI (SBC), and Type 6.3 duality documentation in accordance with the V-N (UBC) construction, and to construction permitted Acceptance Criteria for Quality Documentation (AC10). ry the IR'C, as applicable. 7.0 IDENTIFICATION 5.2 The exterior walls shall be braced or shoathed to resist raclung roads with approved materials !n accordance The Kaycart PVC Siding described in this report shall be with of the applicable code. identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Conforms to 5.3 The siding shall be installed only on exterior walls over ASTM. specification D 3679," the statement "Conforms to UBC solid sheathing capai of resisting design wind Standard 14-2", the name of the inspection agency pressures both positive and negative. The sheathing (ArchitecturaiTesting,Inc,),andtheevaluation report number shall be coverer, with a waler-resistive barrer, as (ESR-1495). required by the applicable code. TABLE 1-KAYCAN PVC $!D!NG r- MODEL __�__ PROF)LE LENGTH P.oa.-d f. Satter: 3 ngie 7 1rcn Vertical IU. 0" i 0-4 Avanii �- pauar- 4 ,rich Horzontal Dutch tap 12' 6" D-4 Anaraufs Uoubla 4!"l," Horizontal 12' .6- I D",, Uo .Iessa � Douote 5 indi, Horizontal �- - -- 12' 0" D-5 61.xn.;oc>` Duu61a S rn:! Ho!izontai Dutch Lap -- 0• D-5 \''edicai Lcwista� ---"-- Dnf,ble 5 inch Vertical rnra - �r b 4 �'nrJr Hrrizan taf ----Sinoln 12 _ 0• Newport 6'.t<in�t Horzontal 10• p• Goan Patk Brvei W _ Dcuble 4.5 inch Horizontal l 12'- 0- Crean Park Cove Double 4.5 inch Habontal 12'. e' -W.nwn Serial 'D-4 Dcuble 4 inch Horizontal 1y S. Platinum Serie , U-4 Duta� Lai �~ Double 6 inch Horizontal Dutch Lap 12- - 6" Plafirwm Series T-3 Triple 3 inch Horizontal 12•.. 0" G nr+a Doable 4.5 arch Huraontat 127_ 0" Sierra r T 3 Classic Dwble 4.5 Horizontal Triple 3 inch He: izwtal Dutch L2P 171.01 12'- 0" _ T-3 Horizcr(=_? Triple 3 inch Hom_ontai 12,- 0" Ve•"ed a" D-bie 4 inch Perforated Soffit 12'- 0' Vented 10- Double 5 irch Perforated Soff)t 12'- 0" Solid 10" Center Vented 127/ ;rd 12" Double 5 inch Solid Soffit 12'. e" TnlAc 4 inch Par!'Wy Perforated Soffit 12• _ 6- Vented 1 G' Quadruple 4 inch Perforated Soffit 12'- 0" Sntid 16" Ouadru ie 4 inch Soho Soffit ICC EVALUATION SERVICE. INC. Evaluate A Inform ■ Protect La A iiii,k. Brrain9asrReg oral Office • 4360 Workman Mill Road • Whim,. CA 9C601 (562) 699-0543 phom • , b 695.4694 fax Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) !CC Evaluation Service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. (3) ICC Evaluation Service, !nc., does not have, nor will acquire, a financial interest in any company rlanufactunrig or distributing products for which reports are being issued. r• cInc.,, - financial Interest m any ;4) I,.G Evaluation Service, 1 does not have, nor will acquire: a a y other entry involved in line approval process of the product. v n Norse - President Ice Evaluation Service, Inc. 0-1 dirk. • 1160 `>?••4mm Hill RoaJ, wh,ner. GI6,rn,a V601 a (162) 699Q711 wwvr.icc-es.org Re.wnal .7rf<. • 900 M, cla!r Ru . i- A. 5v ., ,ha Ah- 31211 • (201) 19A9/00 R<1Srna1 efi . • 4011 9(_ P­ ii,nd. Gun:=, C:.b Huh.!lln.•,< W473 • I'M) T99,1301 27 W U) � O U 3 CL C N CL O U) U -0 U (Q C 2) 0 7 -= a) r- 0 0 O C10 p > cn < E Z Z KM 0 cn Eft W Z}7�' W 0 O 1- _0 U 0n v J 0 W Q Z Z a ✓AN- 4AX Zeray SHEET N0. PA 1,0, - t. - BCIS Home Log l.r : User Regata.ron '' :o[Toprca n - , -ta5 a Fats Pua4catons FBC Stan I &:15- MOO , 1- seam, e Sub taivcnarge S _ , Product Approval . USER: ik�ir Lker ,121 Ar:Frc:..I 1111, I 11,11t ), Apr[ Jt,.I aa'2 S AFfllltw '..sr> Appi tlon Dal FL # FL6184-RI Application Type Revision Cotle Version 2007 Appbcation Status Approved Comments Archived :I Product Manufacturer Plastpro Inc. / Narl Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ronoconn el i@plastore, Inc.com Authorized Signature Ron O'Connell ronoconnell@plastpminc ;om Technical Representative Address/Phone/Email 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 A^v Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Qua!Ity Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12,131/2012 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6184 RI COI CERT 01 INDEPENDENCE odf Referenced Standard and Year (of Standard) Standard Year 10111.5. 2 1997 101/1.5.2/NAFS 2002 ASTM E1806/E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2008 Date Validated 10/06/2008 Date Pending FBC Approval 1011912008 Date Approved 12/10/2008 Summary of Products -----------_____. FL Is I Model Number or Name Description 6184.1 a. Distinction Series Up to 3'0 x 68 Opaque Single (X) Inswing or Outswmg Fiberglass Door Limits et Use Installation Instructions Approved for use in HVHZ: No FL6t84_R1_II2_NST 6184,1.pdf Approved for use outside HVHZ: Yes Verified 8y Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Ind eoenplant Third Party: Yes Design Pressure: N/A Evaluation Repots ur Rains an FL6184 RL AE EVAL6184.1.udf Other. See INST 6184.1 for Design Pressure Ratings. 9 : Y additional u limitations, installation instructions and Created b Independent Third Party:Yes se y p product particulars. 6184. b. Distinction Series U to 3 0 x 6 8 Opaque Fiber lass Single Doorwith .,rdell_e 2 i P9 4 XO or OX The Socialite Glazing Installed Utilizing the Snap ( ) 9 9 P Frame. Limit. of Use Installation Instructions Approved for use in HVHZ: No EL0194__gLILINST 6184 2 oaf Approved for use outside HVHZ- Yes Verified 8 : Lyndon F. Schmidt P.E. 43409 APP Y Y Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: See INST 6184.2 for Design Pressure Ratings,any FL6184 R1 AE EVAL 6184.2.pdf additional use Ilmltations, Installation instructions and Created by Independent Third Party: Yes product particulars. (*'See General Note 3 sheet 1 of Drowning No, FL-5184.2 regarding socialite protection*') 6184.3 c. Distinction Series Up to 3'0 x 6'8 Opaque Flherglass Single Door with S,dollts (XO or OX) The Sidelite Glazing Installed Utifizing the Lip Lite Screw Frame. Limits of Use Iastaflation Instructions Approved for use in HVHZ: No F .6184 RI II INST 6184.3. rid, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6164.3 for Design Pressure Ratings, any FL6164 Rl AE EVAL 6164,3.pdf additional use limitations installation instructions and Created h Independent Third Party: Yes Y P tY product particulars (-See General Note 3 sheet 1 of Drawing No. FL-6184.3 regarding sidelite protection*') 6184.4 d. Distinction Series Up to Y0 x it Opaque Fiberglass Single Door with Sldelltes (OXO) The Sldellte Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions oved for use in HVHZ, o Approved • N FL6i84 Ri 11 INST 6184 4 oaf PP Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports d Other. NST r Design Pressure Ratings, an FL6184 Rl AE EVAL 6184.4.otl� See I 6184.4 for De _ _ 9 9, Y addltlonal use limitations, Installation Instructions and Created b Independent Third Party: Yes Y P rtY P roduct particulars. **See General Note 3 sheet 1 of Drawing No. FL-6184.4 regarding sidelite protection*') 6184.5 e. Distinction Series Up to TO x 6'8 Opaque Fiberglass Single Door with 1 Sidelites (OXO) The Sidelite Glazing Installed Utilizing the - -- - Lip Lite Screw Frame. momommmmmmmmmmffm Ii,. : .. ":mi =A __ ____ _____ - _____ - .. tfN+r�:xaN�:lHeiar- ii�tl�sfilaai m BCS Hone Use, nil shot,: � Hit I, s w_ , 9 Prc T. - 1 _ .LFats L.Katnrz FeStan. Lr LS ri.� . , L searth. �urrM St�S � r3a "'- • Product Approval r�, USER: sr: xk 111- n ,1 s _ _ _ r !-.,r,r_ I _ _ _ rh > PI ,. > Appa' tlon DRar FL I FL8838-RI Application Type Revision Cade Version 2007 Application Status Approved Comments Archived �' Product Manufacturer Thorma-Tru Corporation Address,/Phone/Eir ll 113 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperso n@tttech noiogies. us Authorized Signature Steve Iasp.-ir; slasperson@tttechtisiogies.us Technical Representative Address/ Ph o nil/Ema i I Quality Assurance Representative Address,/Phone',Ernail Category Exterior Doors Subcategory 5•-noiging Exterior Door AssennUfles Complianre Method Evaluation Report from a Florida Registered Architect or Is Licensed Florida Profess'ior.al 'Engineer a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida Licerse PE-54158 Quality Assurance Entlty National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12,'31/2011 Validated By L.F. Schmidt, P.E. .. Validation Checklist - Ha; dcopy Received Certificate of Independence FL9838 R1, (701 CERT CF INDEPENDENCE_pdf Referenced Standard and Year Lot Standard) Standard Year r Accepted Engineering Practice 2007 ASTM E1300 2002 ASTM E1300 2004 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Data Submittad 06/2472008 Date Validated 07/122008 Date Pending FBC Approval 07,/18/2005 Date Approved 09,'15/2008 Summary of Products FL # Model, Number or Name Description -� - 8838 a. "Fiber Classic" ' "SmoothStar" 1 , __ _ _ t a Fiberglass ors with and O.ilay Insulated ed Opaque Fibe la s Doors q 9 9 I YlrthOLi Sidelites - (X, XO or OX, OXO. XX arid OXXO configurations up to 6'8 In height) Limits of Use Installation Instructions Approved for use in HVHZ: Yes G ^ R' IS INST E838.7. FL383., _� f Approved for rise outside HVHZ: Yes Verified By 15•i ll W. Haney, P.E. 54158 1 Impact Resistant: No Created by Independent Thud Party: Yes n Pressure: N/A I Design cusp Evaluation Reports Po INST 8 � far Design Pressure Ratings, an Other: See I 8_8 1 g g, Y I FL3838 Rl AE EC-E84-00-04,� cif _�_ additional use limitation, installation instructions and FL8838 RI AE EVAL 8838.1.0d° l product particulars. (Note -.ASTM E1300-C2 utilized for Created 6 n endent Third Party: Ves C e [ed y L dap areas inside the HVHZ - - - _ I • 833E 2 b. "FiberGassic" `SmoothStar" =+yin nsdlat d Opaque Fiber lass Doers with and Jn_. I eq 9 _r I X without Sider tes X XO der O OXO XX and OXXO I � conhgurations up to 6-S in height) Limits of Use Irtsteliation instructions - • V Approved for use in HVHZ. es F18S38 R3 I! IfJST 8838.2. df Approved for use ouffiide HVHZ: Yes ppr I ' : rY rider W. Hone P.E 54158 Verified By 1 e Y. Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: Il Evaluation Reports an I Other: See INST 8838.2 for Design Pressure Ratings, y F _ 8 R8 R1 AE _ Ed4-00-04.�df FL 8= Q____.� I I additional use limitations, installation instructions and FL3838 RI AE EVAL 8838.2.pdf 1 product particulars. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes z areas Inside the HVH_ ) 8S3B.3 c, "FiberClassic' ! SmoothStar" Outsvmg Insulated Opaque Fiberglass Doors with and ::Ithout Sid ites - (X, XO or OX CXO, XX and OXXO I configurationsp t uo 8'0 In height) �� ��� Limits of Use Installation Instructions ' Approved for use in HVHZ: Yes FL8838 R1 Il INST 883E 3.pdf Approved for use outside HVHZ- Yes PPr ai t Verified B : i^Jena _.I A Honey, P.E. 54158 Y Y, I Impxt Resistant: No Created by Independent Third Party: Yes (Design Pressure: IVA Evalualfon Reports I Other: See INST 8838.3 for Destgn Pressure Ratings, any FL3838 R:_AE 'cQ-E34-00-04per additional use limitations, installation instructions and FL8838 Ri AE EVAL 8833.3.Dd! product particulars. (Note - ASTM E1300-02 utilized for Created by independent Third Party! Yes ! areasinside the HVHZ) I --____- __ - ___-._ _._. ________ 8638.4 '�d. T berClassic' "SmoothStar' Inswing Insulated Opaque Fiberglass Door with and without SItle.Hes - (X, XO or OX, CXC, XX and OXXO I I _ snriguiations up to 8'0 in height) Limit. of Use Installation Instructions I Approved for use in HVHZ: Yes FL3838 RI II I1J5T 8&3F.4.Pdf I Approved for most outside HVHZ: Yes Verified By: Wendell W_ Haney, P.E 54158 I Impact Resistant: No Created by Independent Third Party: Yes - : NIA Design Pressure: Evaluation Reports Ro Other: See INST 883a.4 for Design Ratings. any FIL8838 -04.^cif audit!dn al use I mR. on6, instal at on instructions and FL8838 Ri AE EVAL 863 dF I particulars. (Nate - .ASTM E1300-02 utilized for Created by Independent Third Party: Yes Lproduct areas !.side the HVHZ) _ _ _ ______ __ I lead. In=,dj Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.5. df I APP -� Approved for use outside HVHZ: Yes Verified B : L ndon r. Schmidt P.E. 43409 PP Y Y Impxt Resistant Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.5 for Design Pressure Ratings, any I FL6184-RI-AE-EVAL 6164.S.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes Product particulars. (**See General Note 3 sheet I of Drawing No. FL-6184.5 regarding sldellte protection*-) I r 6184.6 f, Distinction Series Up to 6'0 x 6'8 Opaq'le DQUble (XX) Inswing or Outswing Fiberglass Door Limit. of Use Installation Instructions Approved for use in HVHZ: No FL6184 Rl it INST 6184 6.pdf Approved for use otitalde HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 6184.6 for Design Pressure Ratings, any FL6184 R1 AE EVAL 6184.6,odF additional use limitations, installation instructions and Created by Independent Third Party: Yes la product particulars.6184.7 g, Distinction Series Up to 6-0 x 6.8 Opaque Fiberglass Double Door with 9 Sidelites CUXXO) The Sidelde Glazing Installed Utilizing the • Snap Frame P FA _.___ _ ______ _ _--_ __. _ ---__ _. -._--_____ .. _._____ -. __.__.._. _._ , -.St � ' 1 rRe -ate H,t is . Subm: 3_rCha Stl Ll acts Pu1i, n r'Y son - � 111m Max Ins, See: ti, lom_ o9 :n l sa gst prc= - roe , Limits of Ilse Instalation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 1I84 7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 tj Product Approval Impact Resistant Yes Created by Independent Third Party: Yes tea; fs- USER: P,mlt user Deaf n Pressure: N/A Evaluation R g , ,Ports Other: See INST 6184.7 for an Design Pressure Ratings. FL6184 III AE EVAL 6184.7.gdf g . Y Pr. i,ct _ 'r'c—A *R:^. -It .>s I .. hr>A tlml Deter atlditional use limitations, Y P Party: installation instructions and Created b Independent Third Pa :Yes - product particulars. (**See General Note 3 sheet 1 of Drawing No. FL-6184,7 regarding sidelite protection*') FL t FLi2441 __._. ________. ___- ___-_.-____-_____________ _ ._.._._.__ _._..__._.. ..._...._ _..._._. _..._.._..... _. Application Type New Cade Version 2007 6184.8 h. Distinction Series U Lite_ x 6'8 Opaque Fiberglass Double Door with P4 Sldelltes (OXXO) The Sidelite Glazing Installed Utilizing the _ Application Status Approved Lip Lie Screw Frame. Comments Limits of Use Installation Instructions - Archived 7 Approved for use in Iri No FL6184 R1 II INST 6184.4lf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 41409 Impact Resistant: Yes Created by Independent Third Party: Yes Product Manufacturer Thelma Tu Corporation Design Pressure: N/A Evaluation Reports Address/Phone/Email 113 Industrial Drive Other: See INST 6184.8 for Design Pressure Ratings, any FL6184 R3 AE EVAL 6164.6.Pdf Edgerton, CH 43517 addltlonal use limitations, Installation Instructions and Created by Independent Third Party: Yes (419) 296_1740 product particulars. (-See General Note 3 sheet 1 of -- - s3esperson@tttechnologles.us Drawing No. FL-6184.8 regarding sidelite protection*') Authorized Signature Vivian Wright 3111 Nerd rickwC&m.bIdgconsultants.com -8A 1r1-L Technical Representative dP vorbineni arcm,mr.etr ANais Address/Phone/Email Florida a,avep cam snare eodacaadsrueeutm 2155Su,a cara,waaa,d Quality Assurance Representative TUNa.'r- , Hold. 323ga_2:UL e"),181!,24, rar 850)ei4-fines ,Address/Phone/Email Category Exterior Doors subcategory Swinging Exterior Odor Assemblies Compliance Method Evaluation Report from a Florida Registered .Architect or a Licensed Florida Profes,drar Engineer 7 Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PEE-43409 M u a!it Assurance EntityNano is Accreditation one Management Institute Quality 9 qualityAssurance Contract Expiration Date 12,31i2011 p Viilidated By Ryan I King, P.E. Validation Checklist - H'arecopy Received Cert,Ficate of Independence FLI2441 RO COI CERTIFICATE OF INDEPENDENCE. cK Referenced Standard and Year (of Standard) Standard year 101; I.S.2 1997 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code „ v.. � . I WN0 riftw•eEeGcri�e'rwitaie,+"ud.'ea,OKhswG s»3iu;J KISHom, L� i User Re..'r of T�rc g p P s' . 11,11-111r,r- _.. Fe_L=: 4utl¢atrons �'' F9[. _Y acts -ME Low =ear=F D 4 ' ♦ Product Approval USER:' He L]ser :+.;( tn, � e.,r. � ,_ > fir- • n Ir: > Apprrat!oa D lI FL t FL5675-R2 Application Type Rev!s[on Cede Version 2007 Application Status Approved Comments Archived "' Product Manufa t,-c, Clorl Bo0cling Products Company Addressi Phone7Emall 3585 Duke Blvd. Mason, OH 45040 (513) 770-6062 n westerfl eld @d o pay.co m Authorized Signature Scott Hamilton sh am[ [ton @cf opay.com Technical Representative Addre,s/Phone/Snail (Duality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assernblles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE 63286 Quality Assurance Entity Intertek Testing Services NA Inc: ETL.'Wamack Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R2 COI Certification of independence or Val:daton Eri Gar'._ pfushl erLgdf FL5675 R2 COi Statement -_on Independence of Evaluation Entlty- ScottHamt ticuri Referenced Standard and Year (of Standard) Standard Year ANSI/DASr'IA 108 2002 ASTNI E330 2002 TAS 201 1994 l-AS 202 1994 TAS 203 1994 Fquivalence of Product Standards Certified By Sections from the Code Product Approval Nistood Nlethod 1 Option D Date Submitted 07!01i2009 Cate Validated u 07t 02i 2009 1 .ate Pending FBC Approval 07/09'2009 Date Approved 08,11,2009 5675.24 024 WS-09 PAN-2F151: 84A, 94, Steel Pan (mein. 25 ga) Single -Car (up to q'0" wide) 1 73, 75, 1500, 190 76, 76V, 4RST, WINDCODE(y W5 Garage Door L-._._-_-____�__---___- 4RSF, SRST 6RSF, 2RST, 48, -2, --. I -_.--__.—_-_ ___.______—_-__.__.___-._ i s _ 5, 48R, 426, 555 I I ___ _ Limits of Use I Installation Instructions APPr ov,ad for sea in HVHZ: No FL5675_ R2 _II 102I10-_Revl4.pdf _ _ _ Approved for pee outside HVHZ: Yes pD Verified 6 . Mark Westerfield FL PE 48495 Y Impact Resistant: N/A Created by P Y Independent Third Part No Design Pressure: re:+30 PSF'-32 PSF Evaluation Reports Other: All OPTIONAL glazings available for this product FL5675 R2 4E CEP[ 081027-A.pdf meet the wno load requirements of the FBC. Two types of Created by Independent Third Party: No i Opt glazing are evellable: (1) Opt. Injection Molded Lexan I Frame Z, Glazing that DOES meet the Large Plissile Sm act 9 P 1 & tilt Pressure requirements for VJind-borne Debris Cy q Regions (WBDR) or (2) Oct. Frame &Glazing that GOES ! I NOT meet the impact resistant requirement for WBDR. The I I product w/o glazing DOES comply with the impact resistant ( Irequirement for WBDR (ref 1609.1.4 FBC). I [requirement ____-___._ -_._.___.__� 025 `+LS 16 PAN-2F353: 84A. 94 Steel Pan min. 25 a. Double -Car 9'2" to 16' "+nerd ( 9 ) ( 0 e) t [��,75 1 4 T 73 7$ - 0 0 7' 7 .5 0 19 0 of R5. W r INGCODE' WS Garaoe Door 3i _ I 4RSF 6RST 6P•SF 2RST 46 42 1 155, 488, 426, 555 r I Limits of Use Installation Instructions Approved for... in HVHZ: No FL5575 P2 _j)_L 3 2r•vil c,pf for use outside HVHZ: Ya Approved .s V r ': Marl: Westerflel F P I a (fled By d L E 48495 Impect Resistant: N/A Created by Independent Third Party: No Design P—tire: +30 PSF'-30 PSF Evaluation Reports Other: All OPTIONAL glazings available tiro for [h.5 product FL5675 P,2 AE CBPC 083027-A.pdf meet the wind load requirements of the FBC. Two types of Created by Independent Third Party: No Out glazing are available: 1 Opt Injection Molded Lexan g 9 ) p 1 Frame & Glazing that DOES meet the Large Missile Impact & Cyclic Pressure requirements for Wind-borne Del fie'�ions WBDR or Opt. Frame &Glazin that DOES s (WBDR) ) P 9 NOT meet the impact resistant requirement for 1NBDR. The I productw,ii glazing DOES comply with the Impact resistant I requirement for WBDR (ref 1509 _1 4 FBC)__ _ _ I 5675.51 051 W6-09 PAN-21`I53: 73, 75, S[ee: Pan (min. 25 ga.) Single -Car (up to 9'0" wide) ; 84A, 94, 42, 48, 428, 43B, 4RST, I `NINDCODE(V Wb Garage Door with Optional Impact- ! 6RS7 Resistant Lites _ _ .__.. .. _- - -------------- - - - - ___ _• I Limits of Use Installation Instructions I A roved for us. in HVHZ: No PP r S ' ^d. . L_67S k_ I] 10_., 3 A Ra11_. cif -_- —L i Approved for use outside HVHZ: Yes Verified By: Mail, Will .l old FL PE 48495 Inspact Resistant: Yes Created Dy Independent Third Party: Nc Design Pressure: +38 PSF,'-42 PSF Evaluation Reports Other: Solid doors (no glazing) or dda's with optional FL5675 R2 AE CBPC UILI -4 oaf impact -resistant glazing are impact- resistant (large missile Created by Independent Third Party: No ! Impact)... ! 5675.11 1052 W6-09 PAN-21153 13, 11, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) ! 4 4 9 9 A 94 7 48 4_6 458 4RST, 6RST I WINDCODE W6 Garage Door y 9 I Limits Of Use Installation Instructions i Rpprovead for use in HVHZ: Na FL5675 R2 It 101348 B Rev12.Pdf Approved for use outside HVHZ: Yes Verified By Mark Westerfield FL PE 48495 I Impact. Resistant No Created by Independent Third Party: No I Design Pressure: +3B PSF,'-42 P5F Evaluation Reports I I Other: The glazing available for this product meets the FL5675 R2 4E CBPC 081027-A.pdf I uirements quirements of the building code but DOES NOT load req Created by Independent Third Party: No i meet the impact resistant requirement for windborne I debris regions. I — I 5615.53 053 W6 16 PAN-2F353. 73, 75, Steel Pan (min. 25 ga.) Double -Car bl,-Cori (9'2" to 16'2" wide) 94A, 94, 42, 48, 428, 488, 4RST, ( tional I WINDCODE@ Wb Garage Door with Opmpact- I 6RST Resistant Liters , Limits of Use Approved for use in Irl No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37 PSf,'-41 PSF er: OthSolid do..-, (no glazing) or doers with optional impact resistant glazing are Impact -resistant (large missile impact). - ___. _ =_— _- _- �5675.54 C54 W6-16 PAN-2F353: 73, 75, ' I84q, 94, 92, 48, 428, 438, 4RST, I— ------ __ 5R57 _ _ 11 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: { 37 PSF,-41 PSF Other: The glazing available for this product meets the 9 9 wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. - _ I Installation Instructions FL5675 R2 11 101539 A Rev10-Short,pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent endent Third Partv No Evaluation Reports FL5675 RZ AE CEPC U90630 -A.pof Created by Independent Third Party: No Steel Pan Cnln. 25 ga.) Double -Car (9'2" to 16'2" wide) VVINDCOl W6 Garage Door- - -- - Installation Instructions FL5675 R2 Il 101539 8-Rev1O-Short.R df _ Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: Fic Evaluation Reports FL 5675 R2 A_ CBPC 090630-A. cif Created by Independent Third Party: No Product Approval Method Method 1 Option D Date Sub,nitted 04/ 17j2009 Date Validated 07/08/2009 Date Pending FBC Approval 07/15/2009 Data Approved 08/ 11!2009 FL #_ _ ] Model Number or Name 12441.1 a. "FiberClassic" m Sooth Steer ,. GasskCraft" or "ClasslcCraft `Rustic" Series Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: NI/A Other: See INST 12441.1 for Design Pressure Ratings, any add urinal use limitations, installation instructions and product particulars. 12441.2 I Dlst!CcCra " or"Clss¢C after ___ Limits of Lase Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12441.2 for Design Pressure Ratings, any add Ito Dal use Limitations, -installation instructions and 0...r tian P 3'0 x 5 8 Opaque Fiberglass Single Door with Transom (O/X) inswing or Outswing Instal 'latioIInIstru F_244_ Io44 1 oaMns 12 Verified f By. Lyndon F Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL'2441 _RO_AE FVA112441.1 pdf Created by Independent Third Party: yes 3'0 x 6'3 Opaque Fiberglass Single Door with Sidelites and Transom (O/OXO) - Inswing or outswing Installation Instructia FL12441RO_II_INST 12441.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Parry: Yes Evaluation Reports FL1=441 pA AE EVAL 12441."Aff Created by Independent Third Party: Yes 1 C,- k , - i A ,. ' . .. i'ad �. ; I, . ton a "I :< +umaa xc: oa..a mo.-.mt m rar. m-,nn..wsl . o r• :.-iw:wreranwn.i 7nwi.:-+mur, R'4:.-1'rfS.+•.-+Sa+.�a.� Ma'�.'��r� ., -11 ,er1......i., ,et Tapesa,s6mts.v cr ;t aia:. cr,et- e,ta-.xnra_ b-asp' 21.L"v x to-[• partb gLL val ( Produc[Apprp 'IS., Rr»tdr t.1401 yn _ =r I" I-r_,_-_,.si.... Hf l ,,IA,,.ss,=,:-..,_.>N, > .,,-et><r.L ACplitsnxn [Mail y FL # -[-7.2 L99 F4pr ,af 7r T`,p,, saw d�a 'rich 1 i 't 0' Apph-a0_ b^IU.> j o,ep"�ve7 t4 arc[ l;ed Pr ralu M. nufac:l Tr=r .-,en ra A. , ❑m Party vdt 1,111- „-JIF a IC01 e h. Pd =a It. TN-701 '97_) 2_,_- z?i E..T ?07 ,an. Par=_,E.r,_t..c:'r:.C.Lor Authcr'rs:, Snbnari era Iron .wader Y an.pa,'=cesryogact, .1,11 Tert:n!tal P4,esen3tn,e Ivan Parade: Addre_.s/Phon1,'E..l Icoi W. CrcptY RD. �arrdl ten Ili "7503d van. poseai:rcacl" CC,, +_ualry ri;:Tract. Repr'a,Artat-;a Ted Scrcback Address/PhoneiEmarl 1C 01 ,V, 2resc'y RO -arrol tcn TX 7S056 tad,ucrob.ct: apg_tt=-. porn _ Tegory .,'cl , Su_,atog7 , i. _l _""Pitan_e ros,lllu'J -sal Lrr-1F_,1 ri,rl o`ur o1Ly,.died A,JritHVl Ur.Li+e1l j u —bon. Frot,so-al Engl- L, Cceluahor Feprx: Icrdl Reiert_c Flo ida Eng veer or Architect flame who deveoped _is Roberto Lem as ttla Ev-_hTaaD. Pcpor•. Fla-i d.T Li..nsv 1E-r:E$14 _J;r t,y itr5,iryr Po Ir It•/ `Jatlhnal 6ccredr-a1_ and N4a,:.aq_o+iant :nstitut. '_:parity a55Trarce Contact E>:p ratisn Date 12/31 ^)11 'Jeh dated L'y =re on M.I!-ioh,'E valida+,Inn Cacrllsr Ilertrpy Pessisod Crrt ,13ta. ,flndeper:danoe L11, 1_ .t 1--.._i_- 1 r 1-...is ',.-.--snit s,k'1i Deferenced Standard an? Year (Pf Sta,dardi Stoddard yet 4ANAPWDMA/CSA ICI'./I.:- -" ',,44V-f5=I)n5 Equi - - ozuc f M dt Sar tdom, 1_ertifell xV v=rtions'rom the Snde P roduet .Appi ova! Method Method 1 Octivn D Oa'm Submitted 1013012piot Date Validated 10/30i 2009 Date Pending PBC approval II/08/2009 Dale Approved 121DW 2009 _ Summa of Products , 13199.3 1 Series 155111570 Aluminum PW (Flarge) 50 x. Li insulated Arincaled 3:16". Pan Hanufacturars installation, nst Vcns aItioII r,._.. ._._._...-..__.. - of__ l Lirrdts Use _ _ .-.__..._.�_.___._�..�_.- i Installs ion Instructions ( 4pProved for use in HVHZ: No F_,) 31a r P _I,c..:r .1..'_ P T j:. [+, Apprmrad for use outside HVHZ: Yes �': ! / 1 rrr, R 1 II ,.3 OF u+,ST -4 I s qn>, pdf I Impact Resistant Wn ps _{ rift. 6 �. i' R. rim '4 L Y i'e Lu s Lori P E. 625. : Design Pressure: ♦41J:-40 Crested by lndepandmiTl:rro Fancy. Yes 0-her, See attached drawings for the instillation Evaluation Reports I nstuct ::, prcdu,:l parf: rrntrN:e. hnall5/DP and Odle F' .' . ? 11 " AF_0 1.::.17..: ts __, I.`'• '.... i"o ;cl) x lir t> rf i.se. cu, p; IJStor.._p1f• Created by Independent ThiN Party Ye= i3i99.4 �Serles Iii 1970 J Al m rourn 6;W f'rrq f^.. An al " u , 6i1" x o0 au+atad nil er1 ?/1r,=". Per Martvractures installation instructions. _.._ __-_ Limits of Use T ._.�_�__,_�__ Instal otio 0 s n instructions i Approved for use in HVHZ: No rF T4 FL:_t_j a=r _ [t Cf�A _ 7_ PaI#4 a i,'lua_a:�'v f Y ' A dried or use outside HVHZ. e_ PPr •-r= a 5 FL rT i] ,.) 11 Oct um a3A L s r aril q.ic F Impact Resistant, No Ver!fl d Dr Ltus P. L nhas, P:E. oc514 1 :' Design Pressure: +4J1-d0 Createtl by Independrux Third Pam Yes Other; See attached drawing,, for the installation 9 e n va ua`io Reports P r, instrvchons. crape[ performance. Irrnits' P and other r '_'1 -' f P P< tD ash �1: 0 � f>{.�u''..2t_ere. 1_.:=1 .+o, G onb, of use t•V', E Ling. pdf i Createo by Independent Third ai,v: Yes 1 =_--Un -m llEmr Ld It s FY�ia 4'ED,,;,.IIEId iq I'll, m u�p�':�' I` 19' a.Jil air 11 ­mrn i Wga+ Je, n.egrsrx wtmpce '- v aw char;, 51.1-1 t- 'ird:.Trc»s rill sip: 6cs sere nee I.rv.a- a,aarh f . ProductApp roval W j } U6ER .� 1_•r \ A-_.d'i.,.su,saJT1,, A P-1_4:n ,:c Lt:­'l,,,,Lu,Li:.l: Ada-ixi aaaa Iiii FL . rLi_-412 ,,,,,o - Type t_w _r:ida it LILL _'C07 II at' '.a`=U> s err F-approval P d q 9 _-pD a^ ant= ' _- Arcfrived Prod c Mar far[ r=. u � _ -ar � _Pe - al A umn r.m Lom an G v G,+,d Lho^.a:Ema:l 1101 Y. rr„Ly,P.d- ' Tr 7 L,6 rj- .3r pyr _;.aq-a Eft ._-_n n,T:1 -d SIgn-:tor. __ 'iIa aaa,31ndo aadc.cent Technl al P resen'.at!ve Iva Pa a de_ redes Ada ....T'hdneir-d ICnl aley PC, -sari rol ZL: T/ 7 50 14 van-pir?CeSiogeptx xm Criert ,3 PaF-rue,taba I.. Perri ,I' , Addr xPh Ona;Enaall 1( 01 h rtr 31-y V J �arrrl tut Tx fiU36 +an. ParacasLogact Frio _arFgnr;i -N 'Fi su bratrgdry , r,gia Ming _ern Flan-e. Ntiho, -vel..1 Pep4141 aFIL.a War P�yIl ellut .At d,,L,,L,i, a 0,_en>e'3 `lorda Frrore5vrna1 -at eer C.aI,Ot nr Pay,. t lori oc-_xd ern R Fir id Enq veer or Arch lec? Name oho d_vel:lrrd _:nc reul:,rtl Lon a; t.a I - r-r Cen t r _ E use., r. L Flo'dai ­c �5 1 -.i a.t' a. r.rr Eo,ti.e Vat IS'.r-,:air err'. r:, pl ar a9. ro-t Irlstitrrte .party'.. ,rar: .Enta_t Z,:p rail en Date 1,.I:11D V.Ihdst.d Dy to M V '. ctl 1 _ .e_eIv be atti += EG. ,t 11 "'Ill r of y Certlrr Te _Iri elrperoa - 4 - c:0 - -:err P r ,. - rl '-f� ,fore cod Stx+nar at_ . o -tan dartl) 8tbatderd Y&W. A ANIA,'W lArim SA ICJ -/i F. 'e,'A.446 20 CIS EgtT vale's of Pr,laud Sta!'da,d5 t:e'r n h rant + nar_rrorl5 tom the rode P,,• t A -v°l hlrr,ni 14i=1-t- 1 1 : 1t i, r+ D.L 1 ,Le. --I 12011 ,tar_ V.'t{s-j J._/t. -1711 I7at. F. -iI rVC A r+=1 FI'r 1 -n11 FL ? I Modes, Number or Name Description_ ___ -I I I,!AI Ifil{k I Limits of Uwr Insdllatiun Insb'uctitme Approved for use in HVHZ:1.o 'i ...-a ; H r 0 Approved for Ta outside HVH,': - ' rift t f1 - - F k m i,i era .-' 4 Impact Res4Lrlt I1,: Crearcd bl .ndepe ie t TF rt Ps „: Cries Design Pressure! M.'-, Evaluation Reports Diner: kin-P (? IPKT.=1 A-1 �+PI ridsTgl. I, .)(-J� r(1R F(.._.. a !._L.. 11-'-1st. 91-E=::;ND Fro IPI_ Created b;'�nder, ' Je-t Thr r_ Per-',-- "I'es _- __ ___ 11..... _._ - - I =141 ' 1`.s IfE-TNGUL4 '.F 'r1 Pl ANi-I -----Hv fl MUM it -Odd I-11-44-I14 Lr-T Limits of Use Installail Ina4r 11ho is I Approved fur tore in HVHZ: tI _i +- _-4 t f =L_ 1 Approved far rice itutsid0 HVNZ: r!15d 0 L!. ri g o 1 - o I Impact Resistant: IId. Ill .+het t T., PIDesi n rec are ' Reports Oth r I+.trtll lf!'--1-.L_� I:II'1 IN::.IinJ,:l. Jnl= ht.!< _--t - ',Ld- 1 -.I-I :NF F,5 LtJ, 1 ,.',-+eat { I,, ni, rw ,!. „t r- F it lr: I ,. t a _ aa: a�a., . , yggy n tt�t. s5±¢FS,v�,E,'�ws.w'�+P+-mot ++� w>:d'YFa 6•_5 Mom w9A -a eagiA-Ylar - loins 5/,mi - , , K a 1 r, r4xicarkmr - staff ' a.29>na: 4 .111, 1-1, Product Approval QO UNR: Fide: U.av c._ '. sI a i_ 1,....aa_,,.-u4reC+G-:s"-ds..:'­'u A Plot o.D,Mna FL iy -'1.12274 ADFi , TYR. Nee Coije Version 217W Appi when 5 WUS Approve? Comnenls L chwed Pr-pcuCl Mai i Jr;r ;a ter 31 A UIr it L " C On! Pat Actor ess/Nh or, rjE I, at l LC01 '' c P> _^ t I J_6 972) 212-5271 Er:t 207 ,an par 3ees(lpgoclx,crm ,,Tt ,rt,a❑ signa:ura Ivan 'Paredes van l• . eces(!,gal,f . c_ry 'technical P.ecresen-afn'e Ivan Paredes Address,'Phone,Ta it lrol va. Cr.:^ty Il C ar rol ten Tr: 7113j6 .3n,.p3r ':;0s,digaG•v' _�­" _. ality A;s11arro papraszrt_ti';c red s"bace Addre5sir Phon^jEL ll C - - 1r01 W r :arrqi tc^ T'ri 7505, to1.so.,ece,illq::ct:.:-no Catsqut'y E1;.ent, UTors cube I.clry SI ding E..-ar r,r_r ..ssnmtl:er. _u.r Plia'r_e Meru -I -_"I dl -tie i. 16 L ,a 1_i_I.',-, --ertlficatian .Agarq' Arleriran Archifef-st N1n,. f_-I:, srs 4 Z,W,aIbC: a Validated By 3teae- M U' di PE - - I iati c , I 'rack h-: o _ -. e:_Ei v , Fefererrced S(ancard and Year (Of _randard) *MIL II YeAr AAftA WLrIA/=•,. :0=;'I.G E car c ,. Equi•vahll of Product Star lards Ca,nhad 2, Product Appm Val tv13tTCd A,Itti0_ 1 orl,r n p; Date 5u L Tdthd -3 in4,r�_7i 9 Oat-- Validated 03/04y2009 Cate Pending FSC Apprvv.l 03109i 2ox)- DataApprw d 04,,107,12009 Sof Products ummary L_..___..___ ___ ._-_ !I _.._ _..-._ _.._-.__._ ..__ __ ___., _..,..._,.-_. _, ._.. .._.. _..._.... . -__,. _ -_. -__ _.__. _. FL # Model, Number or Name_ Description ,__ _ i2274,1 ''15re i. 42.0 Aluminum SGD XX and ):O IF, ,le5s) 96` x SC' Sing P: Coos ICI and Irsulared tempered. Psi h:arr:ferhn'e;-51:-,stailabor I _ _ _ - i nstruchuns- Lifts of Use -- --� Cortif'cat:ion Agency Oartil'ice` ' A for .or use In HVHZ-. No ' 74 PC�C iSl £r:_ Ktx'^C, not i i Approved for l.e outside HVHZ: Yes Quality Rsvrane Co.ntract Exoira ,n Date Impact Res!stanC No pa - r ur3t 30. 2012 : Dlai n Pressures +41 Installation Its trruain i '�. Other: See attached drawings for U,e installat on rL1< RO N , T J ig Ln' -srructc'ns, r• tort 'f rm nre mi` ' P p rid Pero a .. -s, D and otne: he I Les ,.der'. Lul R. Lomas; ~".E o >19 ' 1l mats of use. Craarlad Sy Independent 1 bird Parr: "+__ Eva potion Reports I,- .�_,�.._.� Created Y,y Independent T'ns^ Party I 122792 Sar es 420 _--. _ _ SGD XX an s.7` x9e '.11 -a_. and Insula ted Tem".d I1_iPei Mann artrii'2+'S 1'15tal1aY!Jr! I : instrurtiona. __ _— ____ f Lords o. Use _ . _1 C ertff' abort A e ..ertf cat ty t Approved for use in HVHZ[ No i t. 4 h fA / _. k �ial Approved for rise outside HVNZ: yes PP I A a e cntr xv I s e C x Ex iracerare bar. Y p ! Impact Resis[anC No 06 3 v. 1 r Design pressure: +40/-40 Puaail.yt nn InestrtictiorLs I Other. Sea attached Ln s . r Me Installation_ deco b ay n ar.- : _ r ',. t 1 _ :rs^ le uctien . r rma a rim - sir s ,duet nil ha DP and other p parfo ! 4 rinsd E ". cats F Wmas P. 4 e y E sSi .I l l mlts nt^ se rs.. ,,dependent .h!M F C area by ricer Yee i Evaluation Reports L__ Inde^er Created b+ l Third Par f v t' 2274.5 Series 430 X. IP Aluminum SGD XXinless; 1 . 9L° S!n5ire Gass and I a IInsul4ted Tempered. Per Manufacrurr t,6talart or ' m tra." 0r Limits of Use .... _...1 Certification A enY iiElt f Ga g !Approved for rice tot wvMZ: too :: r. �... .. 1�ar�ic_.,1 ,: iJ Approved for LlSB outside HV}fL: Yes 4.'z,r,.!^. Impact Resistruet: I'll � .. __t Quality Asurar.Eo sCorr a:.t E-pro-aLfun Da��,.,te m.,r.= I Design Pressure-4J-`-a i C'"J✓r.;C L_i I Othen '.:_c ,t[a+cd drat'a p. di Incto _ t cr1 ' It atrgation b+stritctdons I r r>v 'rts. r- tee � ro n ^:.,T'P . -chi C-'. a I L- _ hm t.; .f see. ,eifi 1- _.n.^,✓,E .tE" ,nee dblyd<-nda"t lh+'d _ P t. IF-Iuak-or, n Repuhe; h ,{ �. II CraeC_d _ mda�':1'le li '-I1 Y . Ji .. i 1___ ......._...__- __._ - __.._. - _._ _ - 1'_ 74 L" rti r 4- u .i..:f . CT) :/Y <, I4 `k 1 Ctrs,.. a- ; ., LI cd Terr_ere,. P,. r_nu ,r r'_ l, eta,,r•r, instri, cu z"i ..m. ts of Use Cer fl Certificate d aeon /,getter I Approved ton we In HVHZ ;.•> -'_:._' 3 �t _...;_,.._ Frio 54! �� 24 _ � 3 Approved fur gee nptaide ti'Vil -err: }+ , f Kim Par Resistall I w ¢panty As" ranee Contract Expiratil Date li Design P,-essu e: 42,'-40 C-rC .. C I 1- I Other:d l.,c Jvram I I _'n L. Aetrllatkmi utrb I Irc r {. -r - - err .t I - Q a. p`0�.u_ _r n s hiss m Ci_ i .+ d u:ti<r I-: - Lc t l rrn ta, Use S3rlfl 1 I! IL_.ra_" _ r r_rL_rl _. It'rJNp 1_11-1 u: Ll sx Lv Yes Evaluation R3partn 1 ^-Pecan!,'/ Rndar,.,ldnnt Thrrr!'Srfv' i htlpuiwT.sw.faiLlkWkflrq,org'pr/f.:_app_3t1 a-p>•'pa:aflr-;;G) WKI, r1_ wR'-� 6L;:t 'h^,r _ Log. um, I-,.., H `_ - .T ox son gc i. Kto- , r : oupkaans ar " p as. D i, tart.:: i,, ._. . (its Product Approval UWR: IN", User •••J 1 F�ucyacaiu,,atrials * 4 �­ -' ee .t t, AO.M.;'n eft a rL # =L1[939 ;.ppuce,rc Tripe 'ae:.- ill Cade version 2r01 AppbGad -11 5 3iu , approve l .ern-'ri. tea.,.... _. Archived Product M-r,fart,rst pert r A 1a': 1Lm Corn pare+ dad _,Rhnn ,-,r,nail 1iot A! -sty C rl. nl tot 1:1 7;116 r a- 1 R•'2 5271 r +n7 Var p 3r3ceiogaax,on ,on, Au lrs i_ei Sign. -pre Iva P d Technical Rap -Fr -at -. [van paedP s_ Address7Thar e,rE ail ICCII _. rsty F D s.-_ -ar,or tin TX 7:o]5 van .p r J�hgacr: ccni Cuatty ^,>s„a-ca Rvp`.sartitiv. Totl E Addres✓Frone/E=nail 11:01 W.-r-st_f P;r 'arl'ol ten TX 7SOE6 C'a,egOry _V• I l S SLrbleteg>ry +eer .:.tar 9hce, eun,phan_e l4at"Ll vd L,n d1Pep,, L Ftor, :Firer; q,, Ito A.._. _I_�, .,L ,x+ •1 i , .�,'.,!. 1a Poff5sic­l rr g,!-._, u vah,atiur Depa't Irc drnp/ note, v.ac FI •f Nan— - D ids Erg new or anti. ect aam . , who devahped _t;.' R t rt_ Lan.:- the EJ IUaeui REPurt FIe'Ida Lipanse IE-t 514 rLi4t arse Il v..t.. A-rToch-a: >n and N'. .;age. r,n-t n.. rualtyA ,,arcs _Onta_t Es:pratun Date I2/.1 311 Validated G'y :to M jrL ch, PC , sl' t.,,, rseakl':t ❑a n._oy F?.-mven Certificate oflodependa,s L.=emu � A1102_'-1dr f r-n 15 rid n rE Re e t re, [antis an; 'Ivor ro ta.dard 7 Stan fiord v 2Pr AaMA/V>DMA7CSA 10_1.13../A440,_5 :Chi lfP-- Enu erco o ,r".rt J. ate da^cis ,_armed y Setup Y. --om the Cmde 'Ifi -Gtrlclr :.;l Mr-tolli `1,- I 1 ?per n ) 'tote's hm%rtM >;/r)-4,i; Y_4 7c Le ','alit w,) )4ri:'12x)9 D, s cre'::tng f�--,n pp.>r_v Fi ,-6r1:1;2_nr7 lctc APP"c'✓0- 1 : L.ii_JUJ FL A 1 Model, Number or Name Description _--------- 1e903.1---- �_erla[:>t7? rUu,miru UI IiI0 r rrat d^.-ri_z _. L:r,. per ._._...___.. .._._.____ _- 1_-_ _-- -_-. - __ _ Mallur er_.,,salint irr_u.u_ais Limits of Use Installation tin :retractions Approved for use in HVHZ: lib FL., ' __]., -Lit-0, " I., S Pc jn _n,,.L t Approved for Ins ut t.ide HVHZ: `e'> V,'I Foci 6-,+' ai> a L,_ --. F - 62514 Impact Reslat oniz I— Cre?-Ed iv Ineecem=e-.:Th err P=_r:'/. Criss Design Prossura 4,_+r au Evaluation Reports Other: nttmlh,i d-a rig +.r -In- r. ='lit Cn ❑ i)_. - - 11 -_:.:i- r;: rlx sins, p-_•du"t Pa,",n rl^g, Ilm t:/DF an. onx C'aa d lnm.­.1- Th r-- p' 1_ ell;_ O' Ile. _w , , � � ,;l .A.­__11___­-_A ` 1 *� 'Easesiecenvoerer ' } _ _ r _`,q P. "sT rise,..- .. .. i. .. ;t#'• '' m - :: _._ - , .. - aCiShono W n .se . a_a io:'^, 1cs t C x.reS ::ircre a sac 6'-ark Lin c Va :aw-a' _. soft ELiC 9ta Mx : Un':. fy TM Pr»duct Appr^ 1 1_1.'�i.�.:.,�:__.a �.:.a- 1 i.�,2.. 3d ._s.�-i: nw!Imton nets l aS 4apL. {K::,xy n, `j"t '** 'T FL5302 Pl '� *'r"a`µ3,1'1 A, .',tend, Type Rev soon yt'*i+I,l be Versar 2007 },'7t Ao Dfeat:.>, Statue A?pro,:ed 2 „^¢ Comment. P: d Hari.fa:turer A.marr Garage Doors Anus ss,'Pnone,_rnah 165 Carnage Co u rt wir-r-:,alert NC27105 1336, 251-1309 danny.loyner C aman.c.m Authorlied Slgrature Carry 3uyne - danryloyner'raanyo,c m 7u,hni.al P.�ra l,.L,.a Danny "yner Address .,.,,;Email 165 carriage Court wl,stcn-Sa!em, NC 27105 (336) 2'>1-13cs dtpyne,nammar,.:,m Qua .e e sur....ientatr,e Adbre<,s."`ncne'Eme=1 d :. .',ry r. r.ar Doors I" .tarn r. S_.a..nal Erie -re! 0oc1 ?_,lilies n-nran lie..., _ t!on - t ina R,eg ste d Arch'cect or a Ucensed a da Profess or '91­er _-ol. .n -­t - Hardcopy Received - .., ra mmo I dsv:l.^,pea Thmus cL $hme elonere n _ z.0 t Redort'" F..,. _a Llrense i'E_O 55,9 -,ua hty Assu Fonce Ent¢r intenek TesJng -arvk PIA I^A alit Asw'aore Cont tEap!,t, Date 014 D3:2099 Jallde fed Ey Stele, M. U^ch, Fc -' Jandelion Checklist- Hardc,py, Reserved .a . :ate or ildapardle- FL - _ _ t �f ,:+­ - a r .._. Refer er-e Sta,dar^_ end rear for standard) �ndarA Year ANSPI)ASAA 108 2002 AS_T4 E 330 2002 El-li-111 If Prodl.� Standards Cer nod By Se!tions Rom the .Code Prcdr t A ...... I Method Method 1 Option 0 pate Sob, :tl 13,115;2003 Dote\'.%dated 01/0?r2009 ,are .ending %b _ Ap.,"al otT3/2009 oats App: oaad o2 03,2009 5302 4 sVaRnrd ;M60ol a:':d Herdage Dwg. IRC-6009 130-15, Thu 9' wide. P195c) Uni of use Installation Instruttlo.. approved fps -use in HVHZ: NO rl_1.112 Rl 111RC-EG09 139 15 par Approved for use outside HVHZ: Yes Veilfled By: TOM SHELMERDINE 0148511 1 Impact Rea Uo t: No Created by Independent Third Party: Yes Design Press me: +26.7/-31 c Evaluation Reports Other: Design Plessur 6 31,6 Not for rise it H JHZ I _ R AF ASC= J 5 _r r- mg p : Y II t b d i rid boma debt ` Rl NE F11C S302 T RC e q9 1 L 5 _df r _glori Lllesl �­oujre Is designed as partizlly enclosed or Created by Independent TM,d Pam: Ves poor Is a replacanent door. 1l 5'_02.11 I Str fO-d (M500) and Heritage C.g. IP.0 6016-130-15. 10' Thru 16' wide. P 9501 Lpins of Use Install t op instruct n 1 APMaved for use In MVNZ: Nn lit !1 l':-1C T I{r b- A ved for use outside HVHZ: Yes V rlfie T N ' 9 a ppro E d 8 0 7 aHELMERDINE 004857 Irc pact Resist ant, rts I C. ated by Independent Third Party: Yes : D nP 6- 9.1 g E 1Reports Other; O- P­-­ ,G' Y 1, H e n HVFL , P ASL. l- n 'a.ing P[Ic' sisal. not be used In ,,.Intl borne debris i r,�Z2 R 1 E .r iD_ 53 I ,RC -e0 ';:il trurd,re:>de' nedas a -gal g on 'a i g - p y ens osed c. Created by *ndepentlent Third Party: Yes d,pr (; a rslacemer door. I 1 - , a-� I " ". sits I 1, 101�0 •n7 ;.aawnaris. a.g'f Y. <" bza tit R:,`4" - "aA > +� ^ts ems. r ­­` o: __ 1 _1. _ _ _ s. -r ,..t -., ..sues___ 11,1,...n - a L_>_af,^aP tor, r "' "' 1, -S ,-- ""-, ... I. -. II +. R d u App era. per , s e 3 s.q :u'rr;'n; t L k FL5427-R2 ke ! A .• _ app ,aer,, Tyne R­­, „a ., cr.de very on ;0o7 } r f . A. _ a.r n st=rc> appreo:_n y4" ' Can n,s P ter =_m - n r, .t.11­1, ­­E"ll 165 g Wie_enn-Soler, NC 27105 On .1) 211 13Ds n ny,n: •+arC.aaman mom ,.e. ,117111,re Da y va „ , _era- .arcs,., r p . e Da 7r,rer .. _as. .­Lrnad 13 C rt A'I ,pn S.I m NC 271n5 y;361 253 130E ,k,_,uxa ar seem '1 ',Y A R 7resentat ve De )"re, .dd'ass,1, e'1. xl . g DO- 165 ., y Ca: rt w'lnstna-Salem NC27105 Jj.Yr .,.,'rr.Cam gc.y C „I Ex, riser boors ubceto9,ry 5ectlora Exterior Doo Assemblies ,,rnpl:an I+,athod Evalvari,., R.pc-t from a F'crida Registered A,&,lict Or a �cen=_ed 11.rlda Prefe=se,Or ,,P,, eer �I Evaruet'on Report - Ha'dcopy Rarelved cr da "g-el �,A.rrh test P:ame ,Mod .el.rped Thomas L Shelme•d nil :ne Eva',._tiro nn_Pc,r id Ic a L PE ppas 7 Q ty A E,Lrty Trt rt k Test ,g Se -vices NA Inc Qu,lity A--- Contract Er phat'on Date 01:012099 Jal'•ated Cy Steeen M. Urirh, PE Val daton Checxilst - Hardcopy Received L_r;f. to cf:nde endent, fl.� .eer r.i a !. v rf r.u,: e re '._2411, D -, Lidr_ Rot=_ran,ed Sheridan' and rear l& Standard) Standard year Ate? 1 E330 2002 Eg' alenr> of P-odurt 5^andards C r: fi -d BY ..___._..-_.- ___. .. ..__ ....._. _._,_ ___._______.___.._. ,42..3 1 C ass ca 1000 rid d000 MSG', .vide Cl-ice 1000 and 2000 01500, 500r _. .____. __ �.. .L01 . .._____.________ ._________ [RC-530913015 _..._._.._ ._._..____..__... mite of Use Inaisllat Instructions------- -1 APFmved for pee In HVHZ: 11s rl s41.7 R. tF. ins 'Tr- _ r. rile+ .+nl• s per 4 , al for pee outbid. MVMZ: yes F r^ V fled By' TF s L Sh Imerdlne FI PE00485i9 I pact Roistent Nc C led by Independent Third Party: Yes oesipn Pressure: +26 7' 31 Evatuatinn Reports Other: Not `r,. use n -'VHZ Glaz nq not available in FLI42" R.? AE ASCz J_ -(,, .per NVrIZ 32- Tall Sect-s MAY 2,' R I 15 1,30 :.car F 4, -_ I A IRC-5 1 5 c•, I t, Rasah ;Nr Created by Ind_pendent Third Party: Yes I 1 .4<7.6 t CRC 5316 130 24 r s n i 000 and 2000 M5G0. lfi ,vide Classlca ]000 and 2000 M50o, 5001 If Spar L'initc of U I tedi'l I truth nc A revel br use in HVHZ: NO a : _ t _ VP F 2 R= it IR > r -1-r>n s d` 9 A o red tar use outside HVHZ: Yes : p era V 'Ifl� B Th L 51 moraine F P Y L E 0048579 ITPart Reerstant ^lo Cr _aced by Indepentlent Third Party: Ye, 1 D4.Ian Pressure:.2E 9 . Evaluation Reports Other: 'rot for t sa In HVH7 aE rig :r,ti ova lab', n FI.:'1 t IH H> L 4 E I : :] _f I 4; R E F1 1 9 L P • o'frIr I Created by Independe It Thl d Party: es i. N N _c_— to C6 O }a (D O O L O N Q O i .O-) U N c (D-0 U '4^^ O 0 -L O EL = O = O LrL ICU O .0 " 0V J ^ W � OIL Ill w0 ._ VJ Q L#1 E Z Z LU J m Cf) a 1IIIIIIIIIIIIIIIIIIIIIIIIII1 co a) C: n M U ^�^i W eeeC_ U CD < ICU Q U (3) O 0 R�:(^- W C/) C0 C) W W c G Q Z Z Q J a_ SHEET N0, PA 1.1 lies Wme I Log In unit Ragktratlon '. Patin s I s poA siveha se _'. stall &Facts I Pops"- :. FaC stir .; Bets skit ms, Lopu €. sear h ° . Product Approval 'user: DA k U. product Aamawal hill-.0 > lsah a a uaek..ion F—ir > noan:.smr. Lle;> App1111atbn ores FL x FL9905-R 1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer General Aluminum Company Address/Phone/Email 1001 W Crosby Rd. Carrollton, TM 75006 (972)242.S271 Est 207 i van.paredes4Dgactx.com Authorized Signature Luis Lomas ri[om ascirlom aspe,com Tedinical Representative Ivan Paredes AddresspPhone/Email 1001 W Crosby RD. Carrell ton, TX 75006 ivan.parede ogactx.rom Quality Assurance Representative Ivan Paredes, M.E. Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 i van.parsdesogactx.ccm Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed LUIS R. LOMAS the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 1211IM11 Validated By Steven M. Unit, PE Validation Checklist - Hardrnpy Received Certificate of Independence FL89.75 R1 COI S102196 ad( Referenced Standard and Year (of Standard) Equivalence o£Procl Standards Certified By Sections from the Code 1609 1714.5 98-72.070 t" I IP 9i.I5l-one Ley �� :User Re,psG-aton -, Fo[Top[s ra St 's & F-bi i Pubkatiors ' FBC Stay ' BCIS Ste Man Lnks arch vomit Swc rge a Product Approval MFR: public L'ser r cad s. l4:orpva ' Aar u > rrcduc[ yr Aool _a' u• Search > Acpk—, ,.ac > Applil Data& FL # FL5444-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archlved IT Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Bide Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain.ccm Authorized Signature Richard Snyder richard.a.sr.yder@saint-gobain.com Technical Representative R. .Allan Snyder Address/Phone/Email PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 AI!an.R.Snyderg 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59156 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 10/01/2010 Validated By John W. Knezevich, FE P_ Validation Checklist - Hardcopy Received Certificate of Independence `L5444 R2 COI Trinity ERD Certifica iton of Indeoendence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2O05 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 2 Option B Product Approval Method Method 1 Option D Date Submitted 01/09.f2009 Date Submitted 07/27/2009 Date Validated 01/09/2009 Date Validated 05/13/2003 Date Pending FBC Approval 01/15/2009 Date Pending FBC Approval 08,/31/2009 Date Approved 02/03/2009 Date Approved 10/13i2009 8905.5 1445, 5347 AND 5547 VERTICAL h1ULLiON 1445, 5347 AND 5547 VERTICAL MULLION Limits of Use a Installation Instructions Approved for use in HVHZ: No FLSaloS PI If fM-00142A.. pdf Approved for use outside HVHZ: Yes Verified By: LUIS R. LOMAS 62514 Impact Resistant: NIA Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO EVALUATION REPORT AND LLSW'_g_Q,g2�A. pgf INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE Created by Independent Third Party. Yes RATINGS 6CS Wine i high -.. I.u.a. Regdiaaon ! WtT�pza ` subrnk Surcharge : stta&Fx publi4d ii: Facstso 6C!S Map lxdce Saa,cl: Product Approval usra: pWYc ua« pro: r. 4aora•, al Max.,> P­o« r+cmk_atmr: r> 4rw.c un Lrt> Apps:alka: Drat FL a FL12968 Application Type New Code Version 2007 Application Status Approved Comments archived Product Manufacturer General Aluminum Company Addrass/Ph one/E mad 1001 W, Crosby Rd. Carrollton, TX 75006 (972) 242 -5271 Ext 207 van.paredesgrga tx.cem Authorized Signature Ivan Paredes van .paredes0gactx.com Technical Representative Ivan Paredes Address/Phone/Emai 1001 W. Crosby RD. Carrollton, TX 75006 van.paradesmgactx.com Quality Assurance Representative Ted Scroback Addressr'Phone/Ernad 1001 W. Crosby PD Carrollton, TX 75056 ted.scrobad tdi gactx.com Category windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardxrpy Received Referenced Standard and Year (of Standard) Standard Y-F&C AAMA/VWWDA 101/1S. 2-97 1997 AAMA/WDMA/CSA 101/I,S 2,/4440-05 2005 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted Oey28/2009 Date Validated 013131,12009 Date Pending FBC Approval 09/04/2009 Date Approved SO/13/2009 Surnmary of Products 129ta8.4 Series 1900/1970 Aluminum S/H (fin) 54" x 72e insulated Annealed DSO. Per Manufacturer's installation Instructions, Limits of Use Cettifleati on Agency Certificate Approved for use in HVHZ: No PL12968 RO C CAC 03 Series 1,900-11170 (54 x 72) Approved for use outside HVHZ- Yes AApC.ydf Impact Rends'tant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 OW11/2013 Other: See attached drawings for the installation Installation Instructions instructions, product performance, limits/DP and other PL12968 RO C 03 02-0057SA ke:,tana!1iar, ` limits of use. FLI"s_9irx8 Rp V 03 14�-Q0579r'. De>ioner.'udf Verified By: Luis R- Lomas, P.E, 62514 Creased by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: FL # Model, Number or Name Description__ _ 5444.1 Certam-Feed Asphalt Roofing _ 3-tab, laminated, architectural and 4-tab asphalt roof i Shingles shingles_...__ Limits of Use —L _---_--_ ---- - Installation Instructions Approved for use in HVHZ: No FI_5444 R2 II ert72709FIPJAL Assahalt Shingle FL54n4- Approved for use outside HVHZ: Yes R2.pdf Impact Resistant: N/A Verified By: Robert N ierri PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaivation Reports FL5444 R2 AE erO72709FiNAL Asphalt Shingle. FL5444_ Fc�Qdf Created by Independert Third Party: Yes lima NeJ! LY_AA�mnstfaWD rkpartmern ofCwanway Affairs Fbrfda & lin9 Cade br&re Code_ and Standards 2555 Sru-- sax SOJs re TeI,a—ae, forlda 72399 2100 e5Cl 457 1824, Fax 1650) 414-8436 a tr.r) =W."A X. BC IS Home ; Log in t Use' Reg straton Hot Topics . Submt Sur haree Stars & Fats Publicatiors roc _daft KIS ,?f Map ', Lrks Se-1 - Product Approval USER Public Us P L- •Lil Ap.' •,a. l— Fr.J.::lc, AIIII.t r > Acvl_a,u . L > Applimtim Detail FL # FL12103 Application Type New Code Version 2007 Application Status Approved Comments Archived r Product Manufacturer Alside Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330)922-2389 nthompson @aside. com Authorized Signature Nick Thompson n thompson @a [side. corn Technical Representative Nick Thompson Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 nthompson Cc alside.r_om Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (419) 853-4656 jmcweryPalside.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Alan Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2031 Validated By Steven M. Urich, PE le" Validation Checklist - Hardcopy Received Certificate of Independence FL 2103 RU CDI centof ndependence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 12103.5 t Coventry Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No Fi 12103 R0 II Cdveiltry.udf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in FL12103 R0 AE Coventrv.cdf HVHZ. Alinwabie Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +,,- 86.5 psf with nails. i a p ram" BCS home { l.og :n . 'Uses Regls:raton lot Topics Sjbmit Sureharoe :ate & Fact Publicatiors FBC Stafi BCIS Site Map Unks rcn : Product Approval USER: Public user P dre �o•ro,.a Mur�>Pr^cl rapt'•IYrail _-.!.'Mln� Kt> Applbtion Drall FL # FL12199 Application Type New Code Version 2007 Application Status Approved Comments Archived -- Product Manufacturer KAYCAN LTD Address/Phone; Email 402 Boyer Circle Wilhstori VT C5495 (905) 793-9462 Ext 235 a lex.jova n ov ic@kpprodu cts. com Authorized Signature Jovanovic Alex alex.jovanov ic@kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 05476 (905)793-9462 Ext 235 a lex.jovan ovic@kpprodu cts. com Quality Assurance Representative Alex Jovanovic Address/Phone/EiT ll 255 Summerlea Road Brampton, NON -US 12345 (416) 553-6818 a lex.jovan ovic@kpprodu cts. 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 if Validation Checklist - Hardcopy Received Certificate of Independence FL12199 RG COI iCC Certificate of :noegendence-.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/26/2009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 Sommarlr of Products ___ Products-------------------- -- FL # Model, Number or Name Descriptions 12199.1 enter Vented 12"/Solid ' 2" Triple 4" Partially Perfgrated Vinyl Soffit ' Limits of Use Installation Instructions i Approved for use in HVHZ: No rL12149 RO A Kaycan Installs ror pdfdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, Inc. i Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Must be installed as per the manufacturers F'_12199 RO .AE ESP.-1495 Ian 09.pdf ! COS Home Log in Use, Regisbffion Hot Tops Sul mt Surcharge Stats & Facts : uAiic bo, : FCC Staff BC:S Si Map Lnls 3— Product Approval USEn PUEIic LGer six*. 5p1 a.nen�>AnCuc,P Aye t; rl,> Aptac c_- Ln-t> Appu tion Daunt FL # FL2075-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived F Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904)783-8400 Clark@flanxo.com Authorized Signature Clark jones clark@flamco.com Technical Representative dark jones Address/Phone/Emaii p o box 6310 jacksonville, FL 32236 (904)783-8400 c[ark@flamco.com Quality Assurance Representative Clark jones Address/Phone/Email p o box 6310 jacksonville, Fl-32236 (904) 783-8400 Clark@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 6y Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Stasudiard Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/05/2008 Date Validated 06/30/2008 Date Pending FBC Approval 07/08/2008 Date Approved 09,115/2008 Summary of Products FL # Model, Number or Name Description 2075.1 VINTRVIO VENTRVIO -Limits of Use Call"Agency Certificate Approved for use in HVHZ: Yes Ft 2475 R3 C-CAC 37-1105.C6 RVIO MIAMI DADE.Pdr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/311,2009 Design Pressure: N/A Installation Instructions Other: FL2075 R3 It 07-1105-06 RVIO MIAMI DADE.l Verified By: Miami -Dade BCCO -CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: •2200�VENTRVSO VENTRVIO ___ !Lunits of Use Certification Agency Certificate - Approved for use in HVHZ: Yes FL2075 R3 C CAC O711D5(r RV10 MIAMI DACE pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/13/2013 Design Pressure: NIA Installation Instructions i Other: F C/5 R3- II 07110506 RVIC MIAMI DADE pdf 1 Verified By: Mlaml-Dade BCC0 - CEP. Created by Independent Third Party: Evaluation Reports L_ Created by Independent Third Party: i_a next DCA Admtistmton Department ofCo,mwAy Affair Flo,i,d. MuffiAng Code 0,9— Cads, amd Staff »SS Six d 0ak eaukvard Talfahr - FI da3239g 42100 (050) dg 18.. x'850) 414-8436 •, Bi IS Tome Log In user Registrabon : Hot Topics Submit S-h rge StaL & Fa-M Po" t- FK. t.Y FICiS Site Map Lnks Search _ �.. Product Approval[ USER: pubic U,,e: r cad i,L,r. Nxroua Meng > l_nuct or FDOIic_ Sear,-h > alratnn lst > Application betas FL # FL11024 Application Type New Code Version 2007 Application Status Approved Comments Archived Ir- Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL32218 (904)696-4682 j h kelsey @semeta Is.com Authorized Signature Jeremy Kelsey jhkelsey@)semetals.com Technical Representative Jeremy Kelsey Address/Phorie/Email 11801 Industry Dr. Jacksonville, FL32218 (904) 757-4200 Ext 4682 j h kelsey asemetals.com Quality Assurance Representative Gerry Shotsberger Address/Phone/Email 11801 Industry drive Jacksonville, FL 33218 (904)696-4204 gpshotsberger@semetals.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miaml-Dade BCCO - EVIL Quality Assurance Entity Miami -Dade ECCO - QUA Quality Assurance Contract Expiration Date 04j1S/20J4 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ,AS 100 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity FLI 1024 RO Fouiv 2008 NOA Weather Vent adf Sections from the Code Product Approval Method Method 1 Option C Date Submitted 07/09/2008 Date Validated D7/17/2008 Date Pending FBC Approval 07/18/2008 Date Approved 09/15/2008 'curnimairy or YrcenCLS FL # Model, Number or Name 1.1024.1 Weather -Vent" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description Off -Ridge Static roof vent Installation Instructions FL11024 RD 11 2008 NCA 6Veather Vent.odf Verified By: Miami -Dade BCCO - EVL Created by Independent Third Party - Evaluation Reports FL11024 RO AE 2008 NOA Weather Vent.pdf L4kj *-D RCAF Departmetx alcommway Afrea, FbAde ilawk g coda oriole CodoiS anal Standards S55 Shiro d r1i, Boi:!eY' 0 Tallahassee, Fonda 32399-2100 85J; 48/ 2d24, Fax i550) 424-6436 N N U L - r P P,C15' ame -, Lv :r � l say Re on a r- -r,.. Hot To .� >�Smt Surcterce :=fats & jets ub �ators � FBC Staff - B, i� S'e era Links , Search i g g�' ••. G P N CL p Product Approval Yi p L - USER: Futile tYer A /t"� a- `v Pmidrt a=a'_4=n•2>prnup:rc�ra-_ _:fa:ay.Fe>APP�'tbn Detail }a CD 4 FL # FL722-ll CU cu U) Application Type Revision VJ -0 0 -0 _a Code Version 2007 0 �ii�� - _ Application Status Approved O •L �, Comments p �' = p S Archived IT p LL Ca p tB t _ > Produrt Manufacturer Metal Tech, Inc. CU W > Address/Phone/Email 1635 w 2nd Ct Hialeah, FL 33014 ♦♦ �)1 ^^ (305) 970-7507 �v' p +l�t'(� S�.L stave@meta itech com `y Authorized Signature Steve Pulliam V) Q E ngm eering@meta ltach.com Technical Representative Address/Phcre/Email Quality Assurance Representative Add, ess/Phone/Emai! C'ategery Shutters Subcategory Storm Panels Compliance Method Evaivation. Report from a F!orida Registered Architect or a Licensed Florida Professional Engineer 7: Evaluation Report - Hardcopy Received Flo: ida Engineer or Architect Name who developed Robert S. Mnr.scur the Evaluation Report Florida Licens,= PE i1955 Quality Assn,anw Er:tity National Accr_ditarlon and Management Institute Quality Assurance Contract Expiration Date 12/3i/2010 Vandatad By ORLANDD L. BLANCO, P,E. i'"^ Validation Checklist - Ha:c!cdpy Received Certificate of independence FL722 RZ CGI_0')4_:_ert inr•,p n*-J.I:.'�f Referenced Standard and Yaar (of Standard) Stimmil Year ASTM E 330-02 2002 55TO 12-99 1999 Equivalence of Product Standards Certified By Sec:ioris from the Code Product Approval Method Method 1 Option D Date Submitted 01/27;2009 Date Validated 02,102i2003 Date Pending FBC Approval 03/ 11/2009 Date Approved 04/07/2009 Summary of Products _ _ _ _- FL all Model, Number or Name Description 7 e.i i .024 Ga!v. Stec; Hurricane Panel I Limits of Use Installation Instructions Approved for use in HVHZ: No _722 R2 II 024 drosvind.ndf Approved for use outside HVHZ: `.'es Verified By: Robert S. Monsour PE 11955 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaivation Reports I Other: Not for use In High Velocity Hurricane Zones of the F_'22 R2 AE 024 evaluetlon,pdf ! Florida Bc'ilding Code. Maximum Spar, 140" at 24.52 F.S.F. Maximum Design Load 103.02 P.S.F, with a Span of 55" Created by Independent Third Party: Yes i Bart �Next�i rmpartmeK nroingC—C kr;ears PbCa soV d cone Doane coda: aria d" e r n aom a-: 'gal `la - flo dd 390 71111 6,5:,'4 T 824, Fax 85C, 4-8a36 yr.i5 l.0m icy •', .-e' zeVc ,x"" i„t Tot.. ' Submk Sw i rrre Ras a Face : P, u.. x ..> FBC Staff o�is Six, nl..p Links -ch ; Approval USEN'. Pubic Use: i Put _ J-__C.� ___ r ___< APP '.:c": detail FL ,i L43C4 P2 Application. Type Revision Code Version 2007 Application Status Approved Comments Archived - Product Manufacturer Alufab Hurricane Shutters Inc Address/phone/Emaii 130GC NW 38 Avenue Opa Lock@. FL 33054 (305) 688-4701 Ext 19 antheny@aiufabhurricaoe,wm Authorized Signature Robert Andrade anthony@a!ufabri cana.com Tecril Representative Pedre De i=lgceirado Address/Phone/Email 6971 Nest Sunrise Blvd. 104 Plantation, FL 33313 Eno-co@aol com Quality Assurance Representative Address; Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer lv07 Evaluation Report - Hardcopy Received Florida Engineer or ArchceLt Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, F.E. if Validation Checklist - Hardcopy Received Certificate of Independence FL4804 Ii CQ7 09-032 CI Oaf Referenced Standard and Year (of Standard) Standard Year ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Suom!tted C4/10/20109 Date Validated 114,22/2009 Date pending FBC Approval 05/18/2009 Date Approved G: A/ 9; 2009 -L # !Model, Number or Name Descr-.pfion 1 48C4.1 j 241 & 22ga Steel Storm Panels _ Corrugated 22g3 and 24ga Steel Storm Panels i Limits of Use Installation Instructions Approved for use in HVHZ: No FL4804_ R2 11 09-032 DWG.pdf ! Approved for use outside HVHZ: Yes Verified By: Pedro De Figuereido 52609 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressune:-t 104/-104 Eved-bon Reports i Other: Product to Ice manufaoured. designed and installed F_4804 R2 AF 09-C32 PER. f as per drawing 09-032. Created by Independent Third Party: Yes Lx' �„�nm nirt�tr_n Depanme-e efcem»,wiey AHabs Fferida er?Ubg Code QA6ne Cods and SYandar$ J `5.i Sh.':merrl nai: fbWei.'a.-n Talblmssee, Rorida S2S94 -2100 Cn IN CZ CIO C_ W fie/ O C/) < U a) O n� ICU 'W^ V i +�M W cw G Z Z Q J d SHEET N0, PA 1,2.