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HomeMy WebLinkAbout37601-37619 Daliha TerABBREVIATIONS INDEX OF DRAWINGS ABV. ABOVE M.C. MEDICINE CABINET ARCHITECTURAL PLANS A/C AIR CONDITIONING MFR. MANUFACTURER A ADJ. ADJUSTABLE M MIN. MINIMUM ALT ALTERNATE MTD. MOUNTED SHEET NUMBER TITLE AMP. AMPERAGE MTL. METAL AIR AIR RETURN OA COVER SHEET Pbe m review of om u6nI1� is a BD. BOARD N.I.C. - NOT T CONTRACT � BF BI-FOLD (DOOR) N N.T.S. NOT TO SCALE 1 q 214 A, B - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS CIIf m wt*a b a�Sht1 awnira u in mnpftw v& � BLDG BLDG BUILDING This feview � � it1btl<!ed BLKG BLOCKING D.C. ON CENTER 1 B 214 C -SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS L E N N A RW OVER � � a � �� � n � �° BILK BLOCK (CMUs) s s* r� b won that tll@ � are b BM BM BEAM 0 BP BI-PASS (DOOR) O.H.C. OVERHEAD CABINET complete coffowoe 1& au appk" NFPA codes and BRG BEARING OPT. OPTIONAL 1 C 214 D - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS LENNAR TAM PA DIVISION focal ordina m. In NM'eveat that further exWIi1.n8fiW or O.S.A. OUTSIDE AIR 600 N. WESTSHORE BLVD. SUITE 500 #0 sam �Shcbi< boom ID � CENTER LINE F)? PROPERTY LINE 2.1 1st FLOOR MERGED PLAN CAB. CABINET P.B. PUSH BUTTON Tampa, FL 33609-1140 b" foee OrM 11h MOWW. TM CkY u"Vs no C CLG. CEILING P PED. PEDESTAL 2.2 2nd FLOOR MERGED PLAN respQ{abIlity for to canracWs febin+e b be In cOrnpkw= CMU CONCRETE MASONRY UNIT PH. PHONE 813-882-4663 with d applicable NFPA codes and local ordi MM- coNc. CONCRETE PLT. PLATE 3 FRONT &REAR ELEVATION PLAN CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR 4 SIDE ELEVATIONS & ROOF PLAN D. DRYER R. RISER DBL. DOUBLE RAD. RADIUS 5 ELECTRICAL SERVICE PLAN Y ZEP YR PLANS) HEFI�i REVIBWBp D D.G. DUAL GLAZED R RA.G. RETURN AIR GRILL Date: ZEPHYREiLLS 'S B DIA. DIAMETER REF. REFRIGERATOR Date: 6A 214 A, B - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS Reviewer; DIM. DIMENSION REF. REFERENCE DISP. DISPOSAL REV. REVERSE DP. DEEP RM. ROOM 6B 214 C - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT RIS ROD & SHELF 6C 214 D - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS DTL. DETAIL D.W. DISHWASHER STRUCTURAL PLANS EA. EACH S.C. SOLID CORE ELEV. ELEVATION S.D. SMOKE DETECTOR E EQ. EQUAL s SH SINGLE HUNG SN STRUCTURAL NOTES EXH. EXHAUST SH SHELVES EXT. EXTERIOR SHT. SHEET SHTHG. SHEATHING SN1 STRUCTURAL NOTES FAU FORCED AIR UNIT F:GJFX. FIXED GLASS SHWR. SHOWER F.G. FUEL GAS S.L SIMILAR S1.0 FOUNDATION PLAN S.LT. SIDE LITE FIN. FINISH SGD SLIDING GLASS DOOR FLR. FLOOR STD. STANDARD S1.1 MERGE 1st FLOOR STRUCTURAL PLAN Hill.i FLR. LINE FLOOR LINE TI S.V. SHEET VINYL FLUOR. FLUORESCENT rt� F.M.C. FLOOR MATERIAL TEMP. TEMPERED GLASS S1,2 MERGE 2nd FLOOR STRUCTURAL PLAN --r- I _ Y - IIIIII fill If ]III[ CHANGEHill THK. THICK T .I 1, , ma FR. DR. FRENCH DOOR T T.O.C. TOP OF CURB FTG. FOOTING S2.1 FLOOR FRAMING PLAN T.O.P. TOP OF PLATE LAB GA. GAUGE TYPIs S2 2 ROOF FRAMING PLAN TYPICAL GAR D P GARBAGE DISPOSAL G.F.I. IRCUIT NOTED OTHERWISE GINTERRUPTER U.N.O. UNLESS _. ... td S3 STRUCTURAL DETAILS G.I. GALVANIZED IRON V P VAPOR PROOF GL GLASS VLT VAULTED GYP BD GYPSUM BOARD S4 STRUCTURAL DETAILS El H.B. HOSE BIBB W. WASHER L.I H.C. HOLLOW CORE W WITH 55 TRUSS BRACING DETAILS AND NOTES HDR. HEADER W W.C. WATER CLOSET MAE HGT. OR FIT. HEIGHT WD. WOOD 214 A - ST. CROIX 214 A - ST. CROIX INSUL. INSULATION WDW. WINDOW S6 TYPICAL 2-STORY SECTIONS & DETAILS 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY I INT. INTERIOR W.H. WATER HEATER 214 B - ST. CROIX 214 B - ST. CROIX W.I. WROUGHT IRON LAM. LAMINATED W.I.C. WALK IN CLOSET STAIRS STAIR DETAILS LLAV. LAVATORY W.P. WEATHER PROOF LUM. LUMINOUS RD 1.0 CERTAIN TEED ROOFING & OFF RIDGE VENT DETAILS AREATABULATION RD 1.1 CERTAIN TEED ROOFING DETAILS DD1.0 MASONITE 10 UNIT WD1.0 FLORIDA EXTRUDERS WINDOWS COMBINED AREA TABULATION WD1.1 FLORIDA EXTRUDERS WINDOWS 1st FLOOR 7288 S.F. 2nd FLOOR 7382 S.F. WD1.2 FLORIDA EXTRUDERS WINDOWS --TT TOTAL LIVING 14670 S.F. ENTRY 300 S.F. WD1.3 FLORIDA EXTRUDERS WINDOWS C �y�r (�T�?;t'; �1 COVER PATIO 366 S.F. i ..' !} ZL' i`i` Li 01 DINIANCL_, STORAGE 210 S.F. WD1.4 FLORIDA EXTRUDERS WINDOWS TOTAL SQ. FT. 15546 S.F. EILAND PAR FWA FIREWALL DATE MASTER REVISIONS PA 1.0 FLORIDA PRODUCT APPROVAL NIT DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 � o o In w Z� o z OJO� m� awMN e G'P ��M Z F— 1-4 CO Lu E w WLuIT z j U 5w L � O U Z v) O Z Nz p Q NI— L C 1 V) � U Z t� `n w TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 S 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH. 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGN AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2WO LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2W&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIMED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 /10.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI R SEAL: EC 152008 SHEET TITLE: COVER SHEET SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH OA k u/ / / / / / / MINIMUM _c0 I-{EADROOM OR (2) SLOPED PLANE a ADJOINING TREAD NOSING Ck FROM FLOOR / SURFACE OF / LANDING / FOR 51. 1 INCH = 25.4 mm, i FOOT = 304.8 mm. MINIMUM IMUM 14E:,ADROOM n FOR 61: 1 INCH = 25.4 mm. CONVENTIONAL STA I RI.U,'A%,' EACH FLIGHT REGULATED ON To 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 51: 1 INCH = 25.4 mm. STAIR TOLERANCES 6-0xb-8 SGD 3'-b' n V-4".0. 18 V-05t 3'-0' PATIO COK PAD :REAR UNIT ONLY= REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' L 9'-41/4' 10-6 3/4' rld Ff. I 2xb CONV. Fw1NCs a 16' 3xb P.T. LEDGER ? 1 O/C W/ UST' 1­11,1626 / IW V4' 0 x 2 3/4' i HANGER AT EACH END TAPCONS a 16' O/C -10 Lu -A iol9 3/4' / I / 14 RISERS ,1 W EACH PLUS =� / I RISER 413/4' I c ' HALF WALL W/ bcb I f2)T 14 TREADS + 315'EACHWOOD CAP lSEE/TOTAL HEW IN T 4 3/4'STAIR PAGE FOR 1 / + 1 TREAD THAN 24' 4 NOT TO EXCEED 25' -S3/4' = 243/4' LANDING CLIDE 1' NOSMG, 1st FF, STAIR DETAIL - 214 A, B - ST. CROIX SCALE: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR WORMATION NOT S 40M x c N tQ v M � �n 21'-10, M-10 1/1' LIVING ROOM 14'-1' C j I� !/ Z I TILE c Of) 1/2 WALL a 39 1/2' 42KNEE ujZLL W/ IN x 6' W/COUNTER WOOD CAP ABOVE a 42' AFF. 16' WIDTH r COUNTER ABOVE. y C Q M to rp DINING ROOM 12'-2 1/2' , r SEE DETAIL 'A' FOR REAR UNIT C CONFIG. e 31-01x3'-0' CONC. PAD (2) 25 SH Y-11 1/2' �I LANDING UP I II a w Y/ T.P. 1/2 PATH TJ3. 11 '^ /vvo iIN 12' x 12' Ed 1'-11 1/1 14'-81/2' T-Il /2' - — — 3-0x6-8 J I OPEN'G 1 I I p I FLAT HDR 1 0 I � I O � ;r 1 I YL1 w c — 122x12' KITCHEN O.c. o '9 - ' RER 1 1/2 34 SH 4'-10' 1st FLOOR PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 1'-0' 1'-2' OPENINGS 1'-6' 341/2' I II I I II I II I II II ----�— IT-----71 n, II I I I II I KIXI-EN II KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4' = I'-0' R SI a an 12'-6 3/4' V-3 1/4' T.B. $ M. BATH a CPT. TI O $ I m 30' BASE A ": VANITY WL. TP o MASTER SUITE Mom. TUB/SHOWER TILE TO 1-0 — TP. 5'-10 1/2' 5' 3 3/4' ' 3 -2 3 -6 I/4 - BATN 5 ON WALL `sue we ,e VANITY 2-4x6-8 I BF I q° n I HANSEN I b F I DRYER I A MC.a -a 11 1 (SEE NOTES II I Lu - r rLOCATE IN, 01ELD11225d4' a _ KNEE WALL IU.I.G. I QT11 C ---- J I - - - - -RIS - - - - w5 zn v 5F 2-bxb-8 3-0x64 BP Y-21/2' _ 3'-5' V-31/2' 3'-11, BEDROOM 3 I C 0 e BEDROOM _ 1 EGSS *614 2E� *SS 6'-3' 9'-8' 2nd FLOOR PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 1'-0' DOMESTIC WATER SUPPLY SCALE: KTA PLUMBING LEGEND ------------- = VENT LINE IN: SANITARY WASTE LINE = COLD WATER SUPPLY = NOT WATER SUPPLY WE LICINED FL"ER TO VERFY AND W THE AUTHORITY TO CHANGE AS NEEDED, Bl w TO SE SY0ICM VTR SANITARY WASTE RISER DIAGRAM SCALE: KT.S. FLOOR PLAN NOTES 1. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB I E %"IMILAR FIXED ITEM. EACH BEDROOM MUST NAVE 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 2.4WCHrERIOR ANGLED WALLS ARE At 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED t0 THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. 4. EASWUPWR11OMQiMONS44MMAM TO BE ft4 IZE, THE DESIGNER 5LD RESPONSIBLE. INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.RG. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL t EXTERIOR OPENING IDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 3 1/2' FRAME WALL UND. AREA TABULATION WIT ST. CROIX lot DOOR LIVING 691 SIR 2nd FLOOR LIVING "0 Sf, TOTAL LIVING 1311 SF. GARAGE 21 of. GARAGE 0 Sf. TOTAL SQ FT. 1392 sf. DANSCO DE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 Lu Ln w 0 En � 7 1 M z amM N M� % O LL ap M Z 0��o E Z w UJI W z o �o uj (� O U Z �<< � L Z p Q C 0 ' Z t/) Q� U J_ N W TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2D04 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005182006 SUPPLEMENTS), SECTION R3D1 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2138 LENNAR CORP.-THIS PLAN MAY NOT BE REPROOUCED IN ANY MANNER WITHOUT WRTRBJ CONSENT FROM LENNAR CORPORATION. ® 200&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 VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI R SEAL: DEC 15 2008 ate -,�5' SHEET TITLE: Ii)PIVIDUAL UNIT . l `'� 2T4'k7k ST. CROIX X. r SHE kFORMATION: JOB NO.. F 1318 IN 4` 1 DATE ISSUE�¢Q7 �� DRAWN BY: REVIEWED BY: 1A 00 0 Z Q J_ m 00 N N IO C) M Y i i i HEADROOM -J OR (2) SLOPED PLANE. � ADJOINING ' � TREAD NOSING, (1)flz' FROM FLOOR a ' SURFACE OF LANDING i FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.3 mm. MINIMUM HEADROOM Lu tn FOR 51: 1 INCH = 25.4 mm. CONVENTIONAL 5T,A IRW AY EACH FLIGHT IWALLATED ON ITS OUN 1 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 IS LIMITED TO 3/8'. FOR $I: I INCH = 25.4 mm. 5TrAIR TOLERANCES 2 RISERS 41 TREAD -- T-4' GREATER THAN 24' 4 NOT TO EXCEED 25' (2)1 W + 9 3/4' - 24 3/4' 1'-8 3/4' NOT To INCLUDE I' NOSING. 3'-8' 4'-0 3/4' 14 RISERS s 1 VT EACH PLUS 11;dSER + 13/4' 14 TREADS o 9 3/4' EACH TOTAL i-EW = 9'4 3/4' 2nGI 1= . \ i— -------- I'-V 1 -5) 24 SYM SPACED LANDING EVENLY IW CONTRACTION \ ADHESIVE PL200 4 2-16d 3/ ' TOE NAILS AT EACH END A ZP -2xC1 P.T. W/ r -42' HALF WAIL Ill/ 1xb IAA 3/4' I MOOD CAP (SE STAIR TAPCONS PAGE FOR HANDRAIL AT 16' Oi. I 6FOJ \ let FF. T-41/4' STAIR DETAIL - 214 C - SIESTA KEY SCALE: 1/4' = 1'-0' FVER TO SHEET 'STAIR' FOR INFO UTION NOT SN0111r1 4'-0' ' OPENING Y-111/2' I OVERHEAD —I-- ------ ------ GAA3INETS —I-- — — — — — — ------ � I II v I II I II ------------ II I II II � it II M II II KITGa I I I I KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = P-0' CONC. PAD �o I 2x4 WALL I GOYERED PATIO 5TOR- e LIN a -0' 3'-10, 5'-4' M. 0. i H 5-0xb-8 SGD I O O D.W. 1 SINK W/ DISP CA I KITCHEN T I a � 0 a i I � I r �• O I REF. N e — — — — — — — L- --o.H.c.Cq 0 4'-0' 3'-8' 4'-4' e 1/2 WALL 9 313 1/2' W/COI LATER ABOVE 9 42' APP 16' WIDTH COUNTER A50YE N DINING ROOM N I — 4'-3' DRAIN PAN, DRAIN TO OUT SIDE OF UNIT. SPRITS* 6'-8' (SEE $1.0 FOR p t01'-4' T.B. M---- °' I STNAIR > I/2 BATH o tl CrP'1. �,._-,,, ovm . W.HCq C I I Cn f I I TP PRESS) T- 1/2' I S 0' 4' ARCH, RELIEF I 5fgKIw.3 b'-S' LANDING UP To 1'-4' A 18 � 5'-9 I/4' S'-0 3/4' HALF I WALL I I I � e S I LIVING ROOM I C N I U I I (2) 25 SHL�O�R a, ENTRY _ 25 SH *EGRESS 4'-3' 3'-0' 2'-&' 1 st FLOOR PLAN - 214 C - SIESTA KEY SCALE:: 1/4' = 1'-0' r 2nd FLOOR PLAN - 214 C - SIESTA KEY &CALF:: 1/4' - 1'-0' TUB TUBS� LAV. 3d LYL I I WC H.W.H. WASHER LAV. 1/2' Div-}� KIT. 1/2' I� I LAV. I = �WC ` TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: KTS. PLUMBING LEGEND ----------- - = WENT LINE: = SANITARY WASTE LINE = COLD WATER SUPPLY "W—"W—HW = HOT WATER SUPPLY NOTE.- LICENSED PI.I R TO VERFY AND HAS THE AVMORITY TO CHANGE AS NEEDED. I I L4' VTR SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 In 05 �N.� �M ofjo� z amM uj De J % IQ-0u"� Z Qm w E Z w Ww3~ z o �o LL U :�E v) O U _ V) Z �<< � L Z Q C Z (7) Q� U J TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6SUPPLEMENTS), SECTION R301 FOR 119.9 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 STRUCNRAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2008-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 VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI E RR SEAL: 15 2008 �,4,MC TITLE: I LHEET (DUAL UNIT 2 1 ESTA KEY s SHEE 'f0k ION: JOB NO.: �. �``�2 318 � fP DATE ISSUED: DRAWN BY: REVIEWED BY: f% 1B 00 Z J m 00 N I N 1 O ce) T- 114 i r i i i /-Z'M — — — — T HEADROOM >r OR (2) SLOPED PLANE IR ADJOINING ' � TREAD NOSING FROM FLOOR a SURFACE OF LANDING i FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.5 rtnn. MINIMUM �4EADROOM FOR SI: I INCH = 25A mm. CONVENTIONAL STA I RWA*r EACH FLIGHT REGULATED CN ITS C" 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 51: 1 INCH = 25A mm. STAIR TOLERANCES 3/4' PLYWOOD OVER 2x6 FRAMING 11110) Wd 0 EA END. TOP OF A/C PLATFM s v+ 2nd FF. 1'-6' 9' L I 3'-3' 3'-V !;VAC I �<-42'IALI WALLW/Ix � W000 GAP I I � I I I GIRDER BEYOND FRAMED * EEWALL TO SUPPORT A/C i M A16 M (SI-W DAS IED) ) 1 RISERS + I TREAD ='li GREATER IHM 14 4 Nor To EXCEED25'(1)1111' + 9 3/4' = 24 3/4' 1xD P.T. W/ U4' x NOT TO INCLUDE I'NOSING. I 2 3/4' TAPCONS Ai AT I6' Ol;. 14 RISERS • 11/1'EACH ICMTWION PLUS 1 RISER s 13/4' '(3) I x 6 2 x 2 $YM 14 TREADS + 115' EAC4 I SPACE EVENLY W/TOTAL HEW -- T-4 3/4'1-J ttAP T-3 3/4' ADEESIVE PL200 I 2-16d TOE NALS 10'-9 3/4' AT EA04 END STAIR DETAIL - 214 D - MARTINIQUE SCALE: 1/4' = 1'-0' REFER TO %W 'STAIR' FOR NFORMATM NOT %M 5-2' OFENNG Y-8. OVEffx �- —I -------- ----- CABINETS I II r I II I II ----------- II I II II � II II M M KITCHEN l KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4' = 1'-C' a� 1 st FLOOR PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 1'-0' 2nd FLOOR PLAN - 214 D - MARTINIQUE SCALE:: 1/4' = 1'-0' nyj TO ,,- WATER SERVICE LAV. DOMESTIC WATER SUPPLY SCALE: KTS. PLUMBING LEGEND ------------- = VENT LINE: = SANITARY WASTE LINE = COLD WATER SUPPLY = HOT WATER SUPPLY NOR. LICENSED PLIMER TO VERIFY AND WAS TIE AUt40RITY TO CHANGE AS NEEDED. BUILD WALL TO SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: KTS. J; La VTR I 1 1 I 1 i I I I FLOOR PLAN NOTES L WALL DIMENSIONS AFE FROM OUTSIDE FACE OF BLOCK WAIL TO INSIDE FACE OF NTE M WALL. 1. DETEifiINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLMN FACE OR CENTER IUNDOW JAMB OR OTHER SIMILAR FNED ITEM. L EGRE86 NOTE EACH BEDROOM MAST HAVE ONE WNDOW TWAT COMPLIES WTM EGRESS CODE$, IF TIC IS No ACCESS TO EXTERIOR THROUGH A DOOR TIE WNDOW MAST HAVE A MAXMUM SILL HEIGHT OF 44' ABOVE FN154 FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. N. 0. 3. M ANCE OF PLANS FROM THIS DESK M OFFICE WALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REM AND VERIFY ALL NOTES, DIMENSIONS, AND ADS TO APPLICABLE BUILDING CODES PRIOR TO COI`t1ENCEr1ENT OF ANY CONSTRUC OL ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR AMRENCE TO APPLICABLE BUILDING CODES 54L BE BROUGHT TO THE ATTENTION OF THE DEW.#IERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTIOK ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER TI$ FNAL PLANS HAVE BEEN COMPLETED %WALL BE SLBJECT TO ADDITIONAL FEES IF ANY MODIFICATIONS ARE MADE TO 4ESE PLANS BY ANY OTHER PARTY OMR T4AN THE DESIGNERS OFFICE, THE DESIGNER 5HA11 NOT BE HELD RESPONSIBLE. 4. EAC4 DWELLING !NIT 4 GARAGE UNIT TO BE ECJLIP TED W/ PORTABLE FIRE EXTING1II51$R N ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN N THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF M DRYER VENT TO COMPLY WTTW SECTION MM13 F.RC. LOCATE 50 AS TO BE ACCE56ME. DIMENSION CONVENTION OVERALL I EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL U.N.O. AREA TABULATION WIT MARTNIa E lot FLOOR LIVING 154 SF. 2nd FLOOR LIVING in SF. TOTAL LIVING 531 Sf. ENTRY 45 SP. COVERED PATIO 69 SF. STORAGE IS SF. TOTAL $a FT. "3 . DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � o o Ln w o ) Xo"' <MA11 aL�urMnN 7/7 Z =LJi@I W �3~ W z $ mj U CW V) O U _ V) Z V)< 0 Z p Q � C C I Q I Z v) I U � W TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 2008-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 VERSION NO. 1.00 /10.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI R SEAL: DEC 15 2008 SHEET TITLE: DIVIDUAL UNIT MARTINIQUE SHki*. � ATION: JOBN`` c;h�ldr`�271318 DATE ISSUN) T 1 }0.07 DRAWN BY: REVIEWED BY:`�� wt 1 � � 00 V Z c) J_ m 00 O N c^ L ) I 0 M v- Y J DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o Ln Lu 0 z <MCI- d N LL,I cn Qc LJiM O o z E w WW3� z m o V w U :�j v) O U _ IlLe) z C;) 0z� �z 0 0 z ci Q � U J `) w TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD fOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING OPLY. ® 20M LENNAR CORP.-THIS PLAN MAY NOT RE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 20OB-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 VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI ER SEAL: DEC 15 2008 HEET TITLE: ~'A 1 st FLOOR .M�ED PLAN SHEE Nf. It ION: JOB NO.: e4 318 A DATE ISSUED: DRAWN BY: REVIEWED BY: 201 00 0 z 0 J_ m 00 O N 1 N 1 O M r ' Y , r 214 A — ST. CROIX 214 B — ST. CROIX 214 C — SIESTA KEY 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 2nd FLOOR MERGED PLAN SCALE : 3/I6' = F-0' AAA TABULATION 5C = 214 A, B - ST. CROIX UNIT ST. CROIX 5= 214 C - 51E5TA KEY M= 214 D - MARTINIQUE lot FLOOR LIYINCs 2nd FLOOR LIVING TOTAL LIVNG ENTRY STORAGE TOTAL SQ FT AREA TABULATION WIT SIESTA KEY 691 Sr.. I lot FLOOR LIVING 680 SF. 2nd FLOOR LIVING Lill SF. I TOTAL LIVING 21 SF. 0 SF. 154 5F. TT1 SF. 214 C — SIESTA KEY AREA TABULATION UNIT MARTNiaJE Ist FLOOR LIVING 2nd FLOOR LIVING 5315F. I TOTAL LIVING 214 A — ST. CROIX 214 B — ST. CROIX AREA TABULATION COMBNED AREA - 10 WITS 154 SF I lot FLOOR LIVING T11 SF. 2nd FLOOR LIVING-i ri315F. I TOTAL LIVING 12M SF 1302 SF 14610 5F COVERED PATIO 69 5F. COVERED PATIO 69 5F. COVERED PATIO 300 Sr-. ENTRY 45 Sr-. ENTRY 45 SF. ENTRY 3" Sr-. I STORAGE 18 Sr-. STORAGE IS SF. STORAGE 210 SF. I352 5F. I TOTAL sa. FT. 1663 5F. I TOTAL SQ FT. 1663 SF. I TOTAL SQ FT. 15546 5F FLOOR PLAN NOTES L WALL DPIENSIONS AieE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DI TEWINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY MIR RELATION TO COLUMN FACE OR CENTER WNDOW JAMB OR OTHER SKLAR FIXED ITEM. L EGRESW NOTE: EACH BEDROOM MUST LAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WNDOIU FAST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 4 U, N. 0. 3. ISSUANCE OF PLANS FROM THIS DESK>HERS OFFICE SHALL NOT RELEVE THE BUILDER OF RESPONSSILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCWP44CY OF ERROR N NOTES, DIM NWIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESOM OFFICE FOR CORRECTION BEFORE COtIENCEMETTT OF ANY CONSTRUCTION, ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT AF E MADE AFTER THE FINAL PLANS HAVE BEEN C01PLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS A;iE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DEW .#lERS OFFICE, THE DES&a SHALL NOT BE HELD RESPONSIBLE 4. EACH DUELLING WIT 4 GARAGE UNIT TO BE EQIIIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN N THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M5013 FRG. LOCATE 50 AS TO BE ACCESSIBLE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o In w 0 v) J O ib z LLJrn Of J Z Cern Z !s" 1E0 Lu J W Z O t0 w U O U 7- 0 z moo? C C Z ci Q� U J w %—w TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHOMIED USE IS PROHIMED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 SEAL: AENGI 08 s �,�.. ET TITLE: c� 2f�d FLOOR lvl G PLAN SHEET IN RMATt": JOB NO.: Y; 2;.A,3 DATE ISSUED: l'AJ�y DRAWN BY: Z REVIEWED BY: T 2,92 00 C� z 0 m 00 0 N 1 4 L J I 0 co r L , r- OFF RIDGE - VENT (TYP.) TAB._ _ 0 v � Lu >u U !Y Q 12 1- 'Q ? TAB. i_ MAIN Fr. IV x IV x 24' TALL --/ SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1b' x Ib' x 24' TALL - sa COLUMN BASE W/ 12' ROUND PILASTER ABOVE, 214 A - ST. CROIX 214 B - ST. CROIX OFF RIDGE - VENT (TYP-) LGWRr I I rL STONE (TYP.) TRUSSES * SHED STONE (TYR) 5Q COLUMN BASE W/ c'a55u-Iry� III)=. SCREED IINFO.O ROOF. 12' ROUND PILASTER ABOVE. 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 1/2 33 S -I 506 S.G.D.P Lt FRONT ELEVATION SCALE : 3/16' = 1'-0' OFF RIDGE, VENT (TYP-) 6068 S:GD.L-4 TEMP. 6068 S:CsD. TEMP. SQ COLUMN BASE W/ STONE (TYP.) 12' ROUND PILASTER ABOVE. 214 D - MARTINIQUE 214 C - SIESTA KEY 6068 SfsD. TEMP. I L 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 B - ST. CROIX 2 REAR ELEVATION )— SCALE : 3/16' = 1'-0' --EFF RIDGE VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX I 12 0 v 'DLu M a = o MAIN F.F, b' x IV x 24' TALL SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) DECORATIVE -� �-IV x IV x 24' TALL STONE (TYP.) SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: 214 A - ST. CROIX E�TIVE FINISH. TO BE CUT / SCORED 1'-0' OVERHANG IN SIDES AND REAR 214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 DANSCO 6068 S:CsD. TEMP. SQ COLUMN BASE W/ STONE (TYP.) 12' ROUND PILASTER ABOVE. 214 D - MARTINIQUE 214 C - SIESTA KEY 6068 SfsD. TEMP. I L 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 B - ST. CROIX 2 REAR ELEVATION )— SCALE : 3/16' = 1'-0' --EFF RIDGE VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX I 12 0 v 'DLu M a = o MAIN F.F, b' x IV x 24' TALL SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) DECORATIVE -� �-IV x IV x 24' TALL STONE (TYP.) SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: 214 A - ST. CROIX E�TIVE FINISH. TO BE CUT / SCORED 1'-0' OVERHANG IN SIDES AND REAR 214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 DANSCO SQ COLUMN BASE W/ STONE (TYP.) 12' ROUND PILASTER ABOVE. 214 D - MARTINIQUE 214 C - SIESTA KEY 6068 SfsD. TEMP. I L 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 B - ST. CROIX 2 REAR ELEVATION )— SCALE : 3/16' = 1'-0' --EFF RIDGE VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX I 12 0 v 'DLu M a = o MAIN F.F, b' x IV x 24' TALL SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) DECORATIVE -� �-IV x IV x 24' TALL STONE (TYP.) SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: 214 A - ST. CROIX E�TIVE FINISH. TO BE CUT / SCORED 1'-0' OVERHANG IN SIDES AND REAR 214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 DANSCO 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 B - ST. CROIX 2 REAR ELEVATION )— SCALE : 3/16' = 1'-0' --EFF RIDGE VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX I 12 0 v 'DLu M a = o MAIN F.F, b' x IV x 24' TALL SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. I'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) DECORATIVE -� �-IV x IV x 24' TALL STONE (TYP.) SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: 214 A - ST. CROIX E�TIVE FINISH. TO BE CUT / SCORED 1'-0' OVERHANG IN SIDES AND REAR 214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineeOng.com CA 25948 o Ln w 0�� N M t 0 O Z amko M M m W z= LL M C 900 Z E w WZ z mi C' V) ----� Lu U :�j v) 0 U _ V) �< >Z O Z � C Q < Q � G C I Z V) QI U J `n w TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE 'C'ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2D08 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2ODB•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 VERSION NO. 1.00110.10.07 } SAMUEL A. GREENBERG, T P.E. #34245 ❑ THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: A15008 SHEET TITLE: {: R i�., ' " FRONT & REAR ' '�` LEVATIONS SHE ��IFOtI►TION: JOB NrL1318 DATE IDRAW\BY: REVIEWED BY: 3 C0 Z J D m 00 0 N n C> Ir- DANSCO ENGINEERING, U.0 P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o 0 Ln LL Z pro � N� C G � M zQmO� d W M � LL M z0 U� Lu WW3r.~ z J V w U :�j v) O U _ V) z 0z� �szO? C 0 z cis i Q U w TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =+O.18( WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT 9E REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI ER SEAL: C 1 zoos "-� SHEET TITLE: !� k6,�r.•, ROOF PLAN ELEVATIONS SHED MORA TION: JOB NO "'` 471318 DATE ISSUE . '1,0.$07 DRAWN BY'`'" REVIEWED BY: 4_\ 00 4t 0 z 0 m 00 0 N 1 CND V J 1 0 M ,— Y J t- DIACsRAM BELOW (SEE ELEC. RISER METER BAWD METAL COLD UnR PIPE i 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX 214 B - ST. CROIX 400A, MrCB 120240V IP, 3W NEMA 3R 32KAIC 2/0 CU BARE T71RU-OI1T 50xi0' STEE1 w W RODS 142" PYC WIT1.1(3) • 2 AM CU CO VICTORS rU % AWs OV (TYR TO UNIT PNLS) O 1255A, MLA 120n40v ® IF, 3W NEMA I O 24 W. rwi aTYPICAL FM ALL ® 1NIT5 (2) 3' PVC UT11(3) 0 3W MCM AL CONDUCTORS EA, I 10 UNIT RISER DIAGRAM (T1rR oF TWo LocaTm) XXE : N.L5. ELECTRICAL SERVICE PLAN SCALE : 3/16' = 1'-0' -----f DIAGRAM BELOW (SEE ELEC. RISER METER BAf J DANSCO ENGINEERING, U c P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 Ln O� V) pp�,M �Ja, m z Q�� M � IT i-=� MI Z� ROD W E W �3~ z J $ LL U :�j N 0 U _ � zC/) � L 0 Z � 0 Q � < I Q Z to 1 J U C/) W THIS DRAWING AND DESIGNIIS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED ,AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAW WC MY. • 2008 LENNAR CORP: THIS PLAN MAY NOT K REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O 2006-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, U.0 AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION GR UNAUTHORIZED USE IS PROHIMED. REVISION: DATE DESCRIPTION I VERSION NO. 1.00110.10.07 , EET TITLE: PLAN SHEET I " Pit,At N: JOB NO.: w l§ .. DATE ISSUED: T,, DRAWN BY: REVIEWED BY: 51 00 0 Z J D m 00 r N N LO CM T- LO T- U CKT! ELECTRICAL PANEL SCHEDULE CKT! 0 PER UNIT- 12E, AMP 24 CKT. O DESCRIPTION DESCRIPTION 11 I 2 DRYER 10 36A 2 RANGE / OVEN 6 WA 2 3 4 U 5 b CaOMOR LINTT V 30A 2 WATER 1® 30A 2 HEATER a MASTER SUITE ,O p 5A I 9 IV AIR "OUR/ 0 IV 30A 2 U BEDROOM/SMOKE 'O R 5A I I HEAT $TRIP R DETECTOR I U DISHIUASHER I20A I a R 12 20A I K BATHROOM 20 Q 20A 1 5 DIJMG ROW 20 I Ib \ ou rt rta r O 2 1 n L�oSOR p 5A I to MTC B Q Q I -VA I 1 is DISPOSAL D 5A I 20 REFRIGERATOR R 24 1 21 LIVING ROOM R 5A 1 22 MICROWAVE OAN p I ?3 FLOOR R 5A 1 24 PANELBOARD NOTES: Q MECAIM AFLI CIRCUIT Q 5 KW IfAT SW o,>MECAW(sF1CKV RESIDENTIAL LOAD CALCULATION 214 A, B - ST. CROIX General Lighting 1311 3 4113 Laundry Clrowit I bw Ei00 Seall Appliance circuits 2 600 30M Total Snail "lance 4 General LightN 660 RANGE 1 mm 8000 lecclaI 1 sow 5000 Circuit 0 0 0 L3000 Fixed "lances Liter Heaters 1 45M 4500 Disheasher I 12m 1100 D(spoaal I 160 160 6460 TOTAL GENERAL DEMAND 280130 VA FIRST V KVA OF ORAL LOAD • 100%6 100M.0 VA REMAISIDER OF GiWRAL LOAD i 40% 1= VA 5 kVA OF HEAT i 40% 20WO VA TOTAL 19)29:0 VA IS)29 divided by 240 equals 80 Denand Asps ELEC. METER BA>`YC (SEE PG 5 SERVICE PLAN FOR LOCATION)-- DISCOrN. 567 0 oQ� m LIVING ROOM STD. SUIWACIE SET DETAIL 'A' FOR FEAR LNIT CONFIG. 1B I 'III it 1 lip 22 O � LIGHT J. ' 11 1/2 TN O 1 ®O I II I i Z7dV'. 264 23 n D 6F1 J 19 Y KITCHEN 21 I 1 st ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE : 1/4' a 11-0' b'-4'M.O. ,e BCOK PAD , PATIO REAR UNIT ONLY; REAR UNIT CONFIG. - ST. CROIX SCALE:: 1/4' a V-0' 0 w Q Q� MASTER SUITE 4 BUL; $Dr STD. WACE MNT. LT. FANLIGHT T;R e-WIE C® I I - - G 4:. a 11 S� \' AzII 11 .3 STD. , MNT. LT. / / \ FAN/L*HT PRE i J -WIRE PRE-WIREL/ \J ` BEDROOM 3 BEDROOM 2 ! GD 2nd ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE : 1/4' a 1'-0' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.donscoengineering.com CA 25948 � o o In I1J "0 Q U) N '� zoM � m M N d Z la—=rfop WE 9" M Z E Wz3~ Z o �o w U O U Z V) 3 O � L p Q�� d- C;) U Z V) Q 1 U J W THIS DRAWING AND DESIGN IS VAUD FOR 12 MONIHS AFTER DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 2008•THESE DRAWINGS AND DEW" ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 /10.10.07 H EET TITLE: IN Ltv,T t ICAL PLANS T. CROIX ''r21 j\BY: SHEETION: JOB N318 DATE DRAWREVIE 6A 00 z_ J D mM W N N O M T— AX 015( 597 CKT! ELECTRICAL PANEL SCHEDULE 0 PER UNIT- 125 AMP 24 CKT. DESCRIPTION DESCRIPTION I DRYER 10 30 2 RANGE / Over 3 U �^ CONpENSOR IlrlT to V MASTER SurtE Q U BEDROOM / SMOKEDEWOR 1 O Q BATFNa0011 KMWM ,, o c� KI?CHEN Q FERIGERATOR p MICROWAVE OVEN FAN WARD NOTES: MECATM AFa CIRM Q MDECAM 01 CIF W 5 2 mw ■© b HEATER 10 30A 1 a H AIR HANDLER / Q s HEAT STRIP �11211 P iiiiii 11�0 �100� Q 5 IOU FEAT STRIP RESIDENTIAL LOAD CALCULATION 214 C - SIESTA KEY General Lighting 1531 3 45W Laundry Circuit 1 we sin Small Appliance Circuits 2 we 3000 Total Small Appliance t General Lights ww RANGE 1 mm am E)PP 1 5000 5000 Special Circuit 0 0 t3000 Fixed Appliances Water Heaters 1 4WO 45M Dishwasher 1 1200 a00 Disposal 1 lb0 The 6460 TOTAL. ORAL De'IAND 2W30 VA FIRST 10 KVA OF GENERAL LOAD 910016 100000 VA RB141NDER OF 080AL. LOAD # 406 1,4212 VA 5 WA OF HEAT *40% 20WO VA TOTAL 19,4210 VA 15,421 divided by 240 equa6 81 Demand Amps 1B A.' '. ------------ COVERED PATIO 19 ,7 wP A -I I WALL MOUNT LKsNTMCs PER SPECS 15 +e - 6J•.I. I 1/2 BATH 1e I 15 15 \ - f I - 9a9 r 1. L16FIT �CD UNDER 5TAI I , I I UP T0� ! ' 0 ++ LIGHT db I V i LIVING ROOM 1=AN PRE -WIRE , 1 FOYER 17 or-J. MIN. TRY i 1 st ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE : i/4' = 1'-0' PROVIDE ARTIFICIAL L*W — CAPABLE OF PRODI NG AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (6.46 lux) OVER T14E AREA OF T1 E ROOM AT A I•EW OF 30 INCI•IES (162 San) ABOVE T1 E FLOOR LEVEL PER FRC 3031 I . ..... . ... . ..... BEDROOM 2 i SURFACE l��Oj7 MNT. LT. j FAN/L*WT I I I 11 STUDY STD. SUfACE I „ ® MNT. LT. I 1 � FAN/L WT � �J II ' F'RE-WIRE I I I „ o ® 14 " z4 Ao I 1 Q3 ^vj BATH I + 24 I I 15 �Qr WALL I ij LIrsNT j( '' I PER M ;1 15 i - �\ 10d12 - - r � I T� SWITCHIz4 I I 1s I i I'SD I � �I- / 15 M. BATH , I B ( WALL MOUNT I; LIWTINCs i PER SPECS --- — ® MASTER SUITE j 9 O i j 1 SIACE �XY7, MNT. LT. FAN/LIC44T � � PRE -WIRE I I i O I � i I ' I i — I 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE : 1/4' = 1'-0' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineeOng.com CA 25948 In W 0m U) z amA �a M NN _ tj i z �0 O4 Z E W WW3~ Z J o to W U 0 U Z 0 Z 0 Cie Q � < C 0 U Z J_ U � W THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2D0&THESE DRAWINGS AND DESIGNS ARE Tif JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS P"BITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 10 TITLE: IND. UNIT`gkE TRI Et�'�ANS 2��S T EY SHEET INF1iG1�iQ JOB NO.: 71 t DATE ISSUED:(�.0 DRAWN BY: REVIEWED BY: 6 B 00 Z J MD W 00 qr— CN L{) I M TIr- - CKT` ELECTRICAL PER UNIT- PANEL 125 AMP SCHEDULE 24 CKT. CKT' 0 DESCRIPTION 9 DESCRIPTION I 2 DRYER 0 30A 2 RA►r jE / OVEN 6 WA 1 3 4 U \ $ b cavE 4SOR uIIIIT 10 30A 2 WATER 10 304 2 � 1IEATER a C-D MASTER SUITE Q 2 5A I 9 AIR WAWLER I0 / STRIP 0 10 30A 2 BEDROOM i SMOKE ,D 2CLOMS SA 5A I � R 11J1 DETECTOR DI54#UASEER 2 MA 1 5 Q 20 1 14 BATIR001'I D R WA 1 15 DINING ROOM Q 20A i I6 KnM / CU g NCE O a I ITLtd Q 15A 1 0 KITCI$N z0 2 20A 1 15 DISPOSAL 2 5A I 20 REI GEM4TOR R 20A 1 21 LIVMG ROOM R 5A 1 22 MICROIUAVE OMEN 0 20A J12 OR a 5A 1 24 LDS PANELi30ARD NOTES: 0 DWECAiED AFLI CIIIW Q 5 Kill +EAT STRIP 0 DWECAiM OR CIIIW RE51DENTIAL LOAD CALCULATION 214 D - MARTINIME General Lighting 1531 3 4553 Laundry Cirault 1 5w 600 Small Appliance Circuits 2 600 30M Total Small Appliance 4 Cwwal LightN ww RANG¢ I 8000 8000 Dryer 1 5000 5000 Special Circuit 0 0 l3000 Fined Appliances lwter Wwters 1 45M 45M Dishmsher 1 1200 l2w D15posal 1 160 160 6" TOTAL ORAL DEMAND 28,5530 VA FIRST 10 KVA OF ZLIRAL LOAD + M 100WO VA REMAINDER OF GENERAL LOAD + 40% 1,4212 VA 5 WA OF 4AT i 40% 2,0000 VA TOTAL 15,421.0 VA 19;29 divided by 240 equals 80 Demand Amps A10— D15GONN. 587 i I 'll�fi0i� COVER PATIO II � i n I I I LIVING ROOM I i STD. SURFACE I® MNT. LT. FAN/UCa4T PRE -WIRE GD GD I , III I ® ' WALL MOUNT ® LIGHTING 15 PER SPECS O MNT , I III qi ELEC, bF l ,83 'k �ry 8 818 aK/ a ll i \ i j DINING ROOM 0'' I 'I 11' cD KITCHEN / 284 Z20d. li +,w I Ir O s. 6F.L IMP ` �J 0GD 19 i' 13 6F.1. 17 „ ENTRY CD FOYER CD f 1 st ELECTRICAL PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 11-0' n BEDROOM 2 I II I 24 STD. II SUWACE MNT. LT. I � `/ \� FAWLkSWT .. I I I WALL MOUNT I ' MRRTSPECS CD x i BATHGD , -- `D, " FLEX SPACE 11 24' SURFAGE 24 MNT. LT. I �• I FAN/L*K; PRE -WIRE yq� 24 1 11 - 11 `1 a)--HVAG o = WALL MOUNT 10812 ta � L16WTINGs 15 O PER SPECS 15 / I lrOl i I ' M. BATH � I I 1 ' CD � \ I SURFACE O MINT. LT. ® \�� FAN/LIGNT `/ \; FIRE -WIRE � E I MASTER SUITE PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (6.46 lux) OVER TI•E AREA OF TW ROOM AT A W&IT OF 30 NCAES (762 trim) ABOVE TI E FLOOR LEVEL PER FRC 303.L 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE: 1/4' = 11-0' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineeflng.com CA 25948 o O Ln Lu Ot:;� �M o _j Q m � th z uj 124 1 J Z� 0 LL 90 ZwE Ww3~ z o %o V) Lu U L (7) O U V) Z �S 0 Z p Cz CL 0 U Z V) Q 1 U � V) w THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE ITIS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2MB LENNAR CORP: THIS PLAN MAY NOT RE REPRODUCED IN ANY MANNER WITHOUT WRTTIEN CONSENT FROM LENNAR CORPORATION. ® 2W&THESE DRAWINGS AND DEW" ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, TLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SHEET TITLE: '�yUNi E TRICAL PLANS 214�DMARTINIQUE SHE INFbRWTION: JOB NO.. 1318 DATE ISSUE �11p,1 7 DRAWN BY: REVIEWED BY: 6C__ 00 V Z 0 J m 00 N � 1 Y J 1 M r LO I30'-B' W-6' 14' 6' k'-b' µ'-b' L L V-0- 104'JI-01 NO II'-6' II' 6' NO 31-0' 6 II'-6' R'-6' 34' '-0' 101-6' 3'-0' T.S. 3'-M-0 CqC PAD COC PAD COM PAD CQC, PAD 11 r--------- -� d (SM I i WRL' F2W/01(5M WXR TR 3'-0'0' PARAETO W4LL) (d (6M voff (Sit Iyoff (SIMW/0i (sit uwoff (SM WOUPARALLEL TO UAL) Ir--'-'-'-'----�i 3'-05c3'-0' WALL) GONG. P-AD 3ar0334WALL) WALL) 3'4' 3'-0r 0' 34am' 3'-2'FF3OR TM Fr F Ft� j F7 77 k4GONG. PAD ■ ■ - ■ ■ ■ - ■ J /1 i a . l ■ ■ ■ ■ -_-- ■ ■ j � I rr F1 ' L S3 u' ■ F1 O ^^� ♦.% aT 0 v i - G'r IO I k ' 111 • `O • 1 I� 1 �■ rl ' ' �� , , I. 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CUT TO HE MADE WITNN 24 4dM CF FNISNNG NOTE: SEE 1NIT' DETAIL CO 4CW E. 3/4' IN D)�hl PL" FOR 1/4' SCALE FOR ALL DIMS. 4 e b O d d .Od n u e O O e a' d d tl CONCKIE SEE CBER& NOTES AND MIX REQUIREMENTS FOR M ACE EJT. 6ON STRIN6 L TO RI6HT 1 SCALE : xTB. �'*"DIED GONGREtE FLOOR IAxIA WIRE ME5N` OR FIBER ME51-1 IN MIX SAW CUT EXPANSION JOINT SCALE: KTS. DANSCO IDE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineedng.com CA 25948 o o In W 0 > 8C Q m M z awch(v ,w a0L-L rn Z CeE 9 OD Z E w -j W Z J V) w U v) O U = v) Z v) 0 O Q C ' o Z ti i U L W TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6 SUPPLEMENTS), SECTION R301 FOR 119.9 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 STRUCRIRAL PORTION OF THIS DRAWING ONLY. ® 2MB LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2008-THESE DRAWINGS AND DESIGNS ARE TE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON 7HIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGIN R SEAL: 15 200 41 \SHEET TITLE: FOUNDATION PLAN SHENF.ORM/tON: 9�. JOB NO.: 2Y1318 DATE ISSUED: ti_ 1&kD;b� F DRAWN BY: DOLYF REVIEWED BY: S 1 .0 00 C� Z J_ D m 00 N LO I M rLO Ir- - 214 A — ST. CROIX 214 C — SIESTA KEY 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 C — SIESTA KEY 214 A — ST. CROIX 214 B — ST. CROIX 214 B — ST. CROIX MASONRY WALL WpOp BEAM SEE PLAN 1' X P.T. BASE NALER—\ COW TO C0LLM 1/16' 0,5E FIRERATfD OR REG PER ROOF PLAN SEE . ) ROOF NAILWG SC4ED. ON SHEET SNI TAL. 910'-4' AFT-. m 4JWJCANE STRAP PER PLAN TAL, • 8'-4' AFF CX U COLUMN FILLED W/ GROUT. SEE PLAN POR SIZE 4 SPEC. (saA; E COLLMd IS SHOIW) ENTRY COLUMN TO BEAM A SCALE : N.T.S. FLOOR TRUSSES PL. LNTEL PER PLAN 2X4 P.T. LEDGER W/V4' DIAL X 2 3/4' TAPCONS + 8' O/C. 8d TOE NAILS MASONRY WALL WALL SECTION B (acaLL= : MT,9 ROOF TUSES 0 24' O/C MAX HTA20 OR Eax 1 st FLOOR STRUCTURAL PLAN SG4LE : 3/I6' = 1'-0' VAPOR BARRIER BEHIND GIRDER TRUS6 E-ENGINEERED GIRDER TRUSS TOP CHORD W/ X A TACCONS o 8' OL. NTO C2 J LISP MF'34 + EA TRUSS PRE-ENGNEERNG TRUSS 1111/34' CANTIVELER MAX (2)1bd TOE N INTO GIRDER i EA, TRM �1/16' 0,5B W/ 8d o 8' O/C 4 CEILNG DRYWALL ON TOP W✓ 1-3/8' DRYWALL NAILS OR DRYWALL SC FM • 1' O/C. PRE-DIGINffRD GIRDER IM BOTTOM CHORD W(Y' x 2y4' TAPDX 0 V OL. INTO CM BEAM FIER FLAN ENTRY ONLY. SHED ROOF @ S.G.D./ENTRY DETAIL SCALE : Mrs. FILLED CELL W/ lU 5 YERT. MASONRY WAIL St FLOOR SiRIC A& NOES WRp.ED NOW ARE KI W TO PI.AR J P V4* N s CONC N FI m PRECAST LNTEL ADD (U s CM. N FILLED KO: BLOCK AW& 2 V P ECA6T LNIEL I & RECE66 FELLED 60IA W GROUP AND (V s CONL N RUED KO. BLACK ABOVE :1) V X 24' Cd`FWM LNR FILLED SOLD ULCdW lU s M. N PFECASt LNTEL I (U S COW. N KO! BLOCK Wa a 11-4' AFFJ 40 b' X V PW-MT LKE ML M SOLD MEOW I M s COWL (808L a T-e AFFJ '0 (2) 2 x 8 BEAM (1015 AT I0'4 AFFJ IV LISP LSTAS AT EAGI END. PR01/IDE (3) 2 x 4 CMIMr SPAS AT EACH 9D OF BEm IV USP 4TII6 TO Cm CLLIMI L'.itiAli (2) 2 X 6 BEAM (TOB AT i0'-4' AFFJ 6V USP W26-2 ANM AT EACH W, UM 12- IOd MU Al W01 T BEAM 4 (4) 3Ab' x 2 3/47APC06 NTO CM II4LL PLUS 6- I0d mu MO mm t (3) 2 X 4 COLL N Q LA / PI aVEM FLOCK GIRDER BY TRUSS K41 F. IV MR4i516 NWAR 6 IIA60Ni1' UV1L1 OR EaA- 'J (2) 2 X 6 UPSET BEAM (Wa 0 T 4' AFFJ IV LIP 14".2 OR EMAL • GRPER AND (2) 2 x 4 COL" SPACER W (2) I6d TOE MU AT i14LL BD (2) De WADER W V2' PLYWaD FLRCN I USP LSTA24 • EALW BD, FROM (2) 2X4 CRIPPLE STUDS s EAC14 90 OF WADER to 2 x 6 PT LEDSM MCC • b'-0' AFFJ W V2' x 1' WYE ANCHOR (Mk MAR@ 5W) • 24' OL.11AX WO CM WILL NOIQCx POAR BOX LNTEL lib GA➢(fJ CAN BE USED N LS OF PRECAST LNR FOR 1FE EOA DEPTH AID RENTOWFJ'BITS AS NDICATEDABOVE MEI TO POM BOX LKE. CATALOG FOR MORE WOrd'WTICW ALL P1IMK MWRIf AL, AND I`6a14NICAL RO046 MIST BE CO F'1lrTE, NSPEGIED, AND APPR7VEp BBORE �iTNG 1HE fRAMMG NSPE U (PERFBC1033) LfGBD: FRAMED WOD WLL MASCW S" L TALL • s VE RT. N FILL CELL 5C: 214 A, B - 5T. CROIX (2) 2' x b' BEAM W/ (6)10d COMMON NAILS 0 EAC44 END e•� 5: 214 C - 51E5TA KEY M: 214 D - MARTINIQUE ATTACH 2' x 6' JOIST TO BEAM W1 l61 10d TOE NAILS + EACH END (TYP) 2' x 6' JOIST . 24' OL. MAX NOTE: - 1) FILA7FOR9 IS DESIGNED FOR A MAXIhNt WLEW OF 250 Ibb. 2) ALL WOOD MRIM ARE PRESSURE TREATED 3) REFER TO REIROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x 6' S.YP. $ 2 W✓ (b)10d COMMON NAILS 4 EAC44 END 4' x 4' FTOST IW I/2' DIA, ANCHOR BOLTS 9 24' OL. INTO FILLED CELL IW (1) 5 VERT. D LlT�/C PLATFORM DETAILTs. DANSCO IE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 O Ln LLI O 'QpQi1�'M z �Jv� d w M N M O �0u m Z �o w w3~ W Z w U :�j v) O U _ V) Z �< 0 Z O Q � r ' 0 Z ci Q Iu w �-- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2OD6 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 1200E LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 12008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 GI R SEAL: :EC15 008 SHEET TITLE: 1 st FLOOR STRUCTURAL kE V MATION: J NOY, 271318 DATE U�4: 'Lp.10.07 DRAWN B LV REVIEWED BY .. l sl.° - 00 C� Z_ J D m 00 0 N I ,N^ L I 1 O M ,r Y J r- W10-M 21'-tY 4t' 6' W-6' W-61 W-6' W-61 W-61 21'-IO 4'4 21 Y-10 3'-2' 21-8. 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CROIX i. � a ■ ■ ■ 1 A MASONRY STEP DETAIL 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 2nd FLOOR STRUCTURAL PLAN 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX DANSCO ENGINEERING, U.0 P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � o o Ln Lu 0 GSQ►M Z OJv� m � J 00 7/7 �OL1—M Z E w J3~ W z O �O IIIIIIIIIII� W U O U S Z VC O Z O � U Z cry Q U W TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION Of 7HIS DRAWING ONLY. 0 2MB LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRMEN CONSENT FROM LENNAR CORPORATION. ® 2MB-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 VERSION NO. 1.00 /10.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 ENGIN R SEAL: DEC 15 2008 SHEET TITLE: +, 2nd FLOOR ��,k 'P TURAL PLAN , SHIfTION: JOB N 1318 DATE ISSUE Via, I*. if , ry D4/1 DRAWN BY: REVIEWED BY: , �" T S192 00 Z I� J W 00 N N LO M T— T- 214 A - ST. CROIX 214 B - ST. CROIX 214 C - SIESTA KEY FL.Ti•A 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE Ist FLOOR FRAMING PLAN SCALE = 3/16' = 1'-0' 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX %S FRAMING NIM cram Nm 4m MED TO PLAN l ARCFNmCvAL BACICGRLw OF m im WADI IS SmfmFueenmT. 2. PL 3M FDQLIiEB N HI M LNES VIEW W FLOOR Rs m FD(N a i coachm PER SMSMW CATALOG (LATEST EDITM CONTACT 96WR FOR ALM9ME COMECTIONS 4. PRE-Hr *aM WOOD 1RIM SPACED s 24' OTC TTPICAI, l llmo NOTED OTNmm 9. SEE FLOOR FLAN AND ELEVATIONS FOR ADDRICNAL ROOF WOIB' MOK 6. F 11E CCNIRACTOR Tlal66 TIMIFAC1lfdR, OR OTHER DEMN PPUE650A REVISE THE SNCIN NFOWTIOII DA45CO 90E9NG, LLC IS NS RED TO REM ALL FNAL CONS1RIlCflON DOOq @fly FOR COMPLIANCE ON DESW NW PRIOR TO COIFO CIPW OF 1FE SM RXL s 111-C Aft: B1= WALL + 8'-0 AFF. 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BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 i 0 O to W 0 m z OJ%QV, Q m Cn d 'n f V I- 1: m Z Z� E� W J3~ W z o �o w U :�j v) O U _ � Z C/)5 3 L � O Z p Q I— C l � l Z Q i U `f' w TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCNRAL PORTION OF THIS DRAWINGONLY. ® 2MB LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE ,CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE S PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGIN R SEAL: DE 15 2000 off, SHEET TITLE: 1 st FLOOR 5FRAMING PLAN „N45..i SHEE'tMATION: J NO.. " 'r' 271318 *�/- DATE UED 10.07 DRAWN REVIEWED BY\ S20 00 r V Z J_ MD W 00 r 0 N 1 ,C^ V 1 C) M ,r V J r II 9 ii �i NONE q • ', �i I I' SEEN ,, II_ 1111111. •�:III.Illlllllllllllllll1 � i IIIIIIIIIII.'', mw III- i _ �i�l�- 1' �� _ i � �� - _ � �� - � �� � - rr.lrr� rrr �......I.. _ _ �� _ �� ■ r�rrr, rr Ir. �Irrr _ �'�11� - lrrrrr, .LI.r rrr� .III _'�� � - �� Wrrrr.l rrl♦I-'_�rr rrrrrll rl♦'_I� 1► i i11111111111111111' I I� _ — — - I �I !' I II I I„ i ' I I I - -- � �.. I I ' —'�— — y!/Illflll..�1.1111�1 li '—' �, i � — —� I I �� i i�. !, / i � II I lioP1 —� IM�YIW.WI.r � WX /gill . 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CROIX ROOF FRAMING PLAN SCALE : 3/16' = P-0' 1-PLY PR1:-ENGNEERED GIRDER 11M GRAIN BEARING, 2 x 6 WEB MIDI PRE-ENID WOOD TRUSS W x 1' WEDGE ANCHOR (MN, STEM = L340r) NOTE: STAGGER ANC -M FROM OPPOSITE �. -NSTALL BOLTS N EVERY WME ON HANGER T+IRO& GIRDER -REFER TO DETAIL A✓SIZ FOR MAWW' STEPS DIMEN5M GIRDER @ PARTYWALL SCALE : ISMS. MSF AH"3*n W GRAVITY CAPACITY 9'.1ff,>• UPLFt CAPACITY : 3W 5GHEI'1ATIG ONLT. SEE TRUSS PROFILE FOR AGT X Tt�lIS6. RAISED HEEL TRUSS SECTION &GALE : N.TS. 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX DIEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 .o o In W z z � ,82 CIDd W M � OfJi M 1-4 Z E W w3~ W z m V w U V) O U Z v) O 7- 0 Q^ � C L / /1 0 U Z v) Q C) Lu TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH , 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CDENT ON THIS PROJECT. ANY REPRODU(.TON OR UNAUTHORIiED USE LS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI R SEAL: DEC 15 2000 EET TITLE: ° OpF*PAMVG PLAN -s SHEET IN' k'( tAA.fft V: JOB NO.: 271, DATE ISSUED: DRAWN BY: `' D REVIEWED BY: T S202 00 C� Z_ 0 J D m 00 N ND C V J M r r 5PEGIFIGATION5 1. GON5TRUGTION 1. 1. 1. ACI 30-02 13UILDINO CODE REQUIREMENTS FOR 5TW�TURAL CONCRETE 1.1.2. ACI 550-05, A5CE 15/TM5 402-05 4 AGI 530.1-05, A5:;E btrM5 (702-05 SPECIFICATIONS FOR MA50NRY STRUCTURES. 1.1.3. A5TM 02'70-Olo, C416-01, AND CcIO-Ol SPECIFICATIONS FOR MASONRY 5TRUCTU1l;M5 1.1.4. NATIONAL DE-516N SPECIFICATIONS (ND5) FOR HOOD (:;ON5TRUGTION, 2001 EDITION, AND ALL ACGOMPANYIN& SUPPLEMENTS. 1.1.5. FLORIDA RE51DENTIAL CODE (FRG), FLORIDA BUILVIN(5 CODE (FBC), 2004 EDITION, (INC4-WINCP 2006 51.11PPLEMENT). I.I.b. 'MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE-35 DMI&N", BY TI-E AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A15C) 41TH EDITION. *DE-5167N SPECIFICATION FOR Llr7HT METAL PLATE 0014NECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-02. 1.2. DESION : 1.2.1. Ar-I 3le-02 BUILDIN67 CODE REQUIREMENTS FOR 5TRUI-TURAL CONCRETE 1.2.2. A.01 530-05, A50E 5/TM5 402-05 4 ACI 530.1-05, A50E 6M-S 602-05 5PEGIFICATION5 FOR MA50NRY 5TRly-TURE5. 1.2.3. A5TM 0210-01a, 04776-01, AND Cc1O-OI 5PEGIFIGATICN5 FOR MA5ONRYSTRU,_-TURE5 1. 2. 4. NATIONAL DE-516N SPECIFICATIONS 005) FOR HOOD ::�ON5TRUCTION, 2001 EDITION, AND ALL AC-GOMPANYIN67 SUPPLEMENTS. 1.2.5. PLYWOOD DE-516N 5PECIFICATION5 (APA) 1.2.6. FLORIDA RE51DENTIAL CODE (FRG), FLORIDA BUILDIN5 CODE "C), 2004 EDITION, (INCLUDIN& 2006 SUPPLEMENT). 1.5. SHOF PRAV41 NOS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE516N PLANS BY OTHERS DURINO THE PREPARATION OF SHOP DRAHING75 WITHOUT WRITTEN APPROVAL FROM THE ENC71NEER OF RECORD. 1.3.2. ALL SHOP DRANIN55 ARE TO BE SUBMITTED TO THE =-NC71NEER OF RECORD PRIOR TO THE GOMMEENGEt-`IENT OF CONSTRUCTION. ALL ROOF AND FLOOR TRUSS SHOP ORAHIN65 ARETO BE 516NED AND SEALED BY A FLA. RE67. PE. AND SHALL INCLUDE . DRAHIN66 AND CALCULATIONS, REACTIONS AND BEARIN67 POINTS, BRACINO REQUIREMENTS, AND WfOIEGTION5 TO 5UPPORTINO TRU55 1-1EMBERS. 1.4. OENERAL BUILDINO NOTES: 1.4.1. OCCUPANCY GLA55IFIGATON RESIDENTIAL, &ROUP R-3 1.4.2. BUILDIN& HEIC+rr IN F15ET it NUMBER OF 5TORIE-5 = � 60'­0", 2-STORY 2. DESION LOADS 2.1. DEAD LOA]--)S : 2.1.1. UNIT HEIrzHT OF SOIL, COMPACTED 120 PCF 2.1.2. UNIT HEI&HT OF REINFORCED CONCRETE 150 POF 2.1.3. UNIT HEIISHT OF &" C.M.U. BLOCK 55 P5F 2.1.4. 15T FLOOR 5UPERIMP05ED LOAD 20 P5F 2.1.5. UNIT HEI&HT OF 2x4 PARTITION WALLS: 11 P5F 2.1.6. UNIT HEIC+rr OF 2xb BEARIN& WALLS: 12 PSF 2.1.1. BALCONIES t DECKS 15 P5F 2. 1. TILE ROOF TOP CHORD 15 P5F 130TTOM CHORD: 10 PSF 2. 1. cl. SHINGLE ROOF TOP CHORD 7 P5F 50TTOM CHORD 10 P5F 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. 51DEHALK AND DRIVEWAY LOAD 250 P5F 2.2.2. C7ARAC-A-= LOADS -. 40 P5F 2.2.3. PARTITIONED ROOMS. 40 P5F 2.2.4. BALCONY AND DECKS: 60 P5F 2.2.5. STAIRWAYS AND LANDINeG - 40 P5F 2.2.6. 2.2-1. FLOOR TRUSS TOP CHORD MINIMUM 40 P5F 2. 2. a. ROOF TRU55 TOP CHORD MINIMUM 20 P5F BOTTOM C+IORV (H/O 5TORA6E) 10 P5F (NON-CONCA)RRENT) 2. RAILINO LOADS : 2.5.1. ALL RAILIN& AND 67UARD RAIL SY5TEM�S ARE To BE- DE516NED To WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILIN67. 2.3.2. ALL RAILIN& AND OUARD RAIL SYSTEM'S ARE To BE DE-51ONED To WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE 6UARVRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT T1-fE TOP OF THE 6UARDRAIL 2.3.5. C-AJARDRAIL SYSTEM SHALL BE DE516NED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 23.1, 2.3-2 * 233. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE ME�ER COMPONENTS. 2.4. HIND LOADS : 2.4.1. HIND DE516N To BE CONDUCTED IN ACCORDANCE WITH SECT. R-301 OF THE FRO 2004 EDITION H/ 2006 SUPPLEMENT, AND CONDUCTED BASED ON A I lq.q MPH, 5 SECOND 6U5T, EXPOSURE 'C', IMPORTANCE FACTOR -I" = 1.0. ENCLOSED BOILDIN6 2.4.2. NET UPLIFT DEAD LOADS - 10 P5F SHIN&LE, 15 P5F --ILE 2.4.3. HIND LOAD DETERMINATION BASED ON A5GE7-02 2.5. DEFLEGTIONS . 2.6.1. FLOOR TRU55E5 544ALL LIMIT DEFLECTION TO V-360 TIMES THE 5PAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. DESION METHOD 3.1. LOAD FACTOR DES ION: 3.1.1. T14E LOAD FACTOR DE-516N METHOD WAS USED TO CE51ON CAST -IN -PLACE CONCRETE SLABS AND FOOTIN65 3. 2. SERVIGE LOAD DESION : 3.2.1. THE SERVICE LOAD DMIrvN METHOD WAS USED TO DE-51ON MASONRY HALLS AND LINTEL5 INTERIOR AND EXTERIOR WOOD FRAMINC7 ANr, 5HEATHIN5 STAIRS AND FLOOR FRAMIN67 ROOF FRAMIN6, 5FEATHINC7 AND UPLIFT LOAD GOMBINATION5 FOR LRFD DESIO1\5: THE FOLLOHINO LOAD COMBINATIONS HERE DE516NED FOR - TOTAL DL + FLOOR LIL + ROOF LL TOTAL OL + FLOOR ILL + AL. TOTAL OL + HL 5.5.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE516NED TO RESIST THE WORST LOAD COMBINATION RE5ULTIN67 IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATIN& SPAN LOADIbe ARE TO BE CORSIDERED. 5. 4. DE51ON ASSUMPTIONS : 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLE-55 SHOWN OTHEFJ-415E IN THE DESIC714 PLANS. 4. MATERIALS 4.1. REINFORGINO STEEL 4.1.1. REINFORCIN67 STEEL SHALL BE A5TM A615­q4 eRADE 40, f`y = 40 K5i 4.1.2. LAP SPLICE SHALL 13E AS FOLLOWS: #5 BAR 25", #4 BAR 20', #5 BAR 15". 4.1.5. ALL DIMENSIONS PERTAININ67 TO THE LOCATION OF REINFORCIN6 ARE TO THE r,ENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE 4.1.4. REINFORCIN67 DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORGINIS MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD 5TIREN&TH OF THE BAR AND ARE TO BE APPROVED 13Y THE ENOINEER OF RECORD. 4.1.6. DE-516N COVER REQUIREMENTS. C-I-P CONCRETE FORMED A&AINST EARTH 5. 0-1-P CONCRETE EXPOSED TO EXTERIOR .2" G-I-P CONCRETE NOT EXPOSED LV2" &ROUT FILLED MASONRY -. %4" 4. 1.1. WELDED WIRE FABRIC (WHF): A5TH A165-01 4.1.5. DETAIL REINFORGEME� IN ACCORDANCE WITH ACI 315-LATE5T EDITION. 4. 2. CONCRETE : 4.2.1. CONCRETE TYPE MIN. 25 DAY DE516N Mc) MODULES OF ELASTICITY D ES I IS N (E) G-1-P CONCRETE (NORMAL HE16ffT) 2�500 Psi 2050 K91 C-1-P CONCRETE (NORMAL WEIISHT) HERNANDO CO. ONLY 5000 PSI 5,122 K91 G_I_P (9ROUT 5,000 Psi 5,122 K91 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM Ae6RErvATE CONCRETE MIX WITH SLUMP BETWEEN 6" ANDT' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.5. &ROUT SHALL CONSIST OF PEA ROCK 0/&' MAXIMUM A66RE&ATIE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRLIC'TION JOINTS HILL BE PERMITTED 4.2.5. t-`IETHOD OF CONCRETE FORMINC7, PLACEMENT AND CURIN& SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED 5LA55 (EXCLUDIN6 EXTERIOR WALKWAYS it DRIVEWAYS) 5 1/2' MIN. THICKNE55 HI MIN. REINFORCEMEW OF 6.0 x 6.0 W 1.4 x 1.4 W1,4F 0 MID -DEPTH Of: 5LA8. FIBER f-IIE5H PER DE516N MIX MAY BE USED I.L.O. HHF o CONTRACTORS DISCRETION. 4.2.1. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE K/ ALL ACI- MCP 2004 STANDARDS. 4.3. GONGRETE MASONRY : 4.5.1. FILLED CELLS W (1) *5 BAR SHALL 13E LOCATED FUR PLAN. 4.3.2. LOAD BEARIN& CONCRETE MA50NRY BLOCK SHALL BE A5TM 0010-01, TYPE 11 NON-MO15TURE CONTROLLED. 4.5.5. ALL CELLS I CAVITIES BELOW CARADE HILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.5.4. THE A66RE67ATE STREN&TH OF THE BLOCK AND MORTAR SHALL 13E Fh = 1,500 P51 MINIt-W. 4.3.5. 1-� D OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.5.6. MORTAR SHALL BE TYPE "5" FOR ALL MA5ONRY CONSTRUCTION. 4.4. STRUGTURAL LUMBER : 4.4.1.1. INTERIOR LOAD BEARI HALL5 SPF, fb = 6-5 P51, E = 1200 Ksl ALL EXTERIOR FIRAMIN& SPF, flb = (5-5 P51, E = 1200 K51 4.4.1.2. ALL FRAME KA"5 TO BE CONSTRUCTED USIN& SPF , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O. 4.4.5. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS 518 FLOORIN& AND SHEAR KALLS SHALL BE APA RATED 5HEATHIN& EXP I U.N.O. 4.4.4. IF 055 BOARD 15 TO 13E USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR 6REATER SECTION PROPERTIES. 4.4.5. ONLY 5TRI)CTURAL LUM13M TO BE USED FOR AN EXTERM APPLICATION. K0012 IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD eiRADE PRESSURE TREATIN6. 4. 4. 6. WHEN PRE ENOINEERED TRU55155 ARE CALLED FOR ON THE PLANS THE MANUFA4_'TURER 15 TO SUBMIT SHOP DRAKIN66 TO THE EN&INEER OF RECORD. 4.4.1. DE516N, FABRIGATE AND ERECT WOOD TRUSSES IN ACCORDANCE KITH THE TE516N SPECIFICATION FOR LIeHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE AN5I/TFI 1-2002, E3051 I - 05 4.4.5. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARINO LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. cl. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FIN15H-1/5" STUCCO FINISH PER A5TM C. 4126, APPLY 3 LAYERS W/ TOTAL THICKNE551/6' OVER METAL LATH. FIRST 2 LAYERS 3/&" THICK EACH. 5RD LAYER I/a' THICK 4.4.10. INSTALLATION OF EXTERIOR LATHIN67 S FRAMIN& SHALL COMPLY TO A5TM C 1065 PER FLORIDA RESIDENTIAL CODE R7103.6.2 4. 5. FASTENERS AND TIE DOHNS : 4.5.1. FA5TENER5 AND TIE DOH45 SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, AWA-E5, CHANNELS: A5TM A36/3&t-i 01 Fy = 36 K91 ROUND METAL PIPE : A5TM A55-01, 6RAVE B Fy = 55 Ksi SQUARE METAL TUBIN&: A5TM A500-030, &RAVE 5 Fy = 4&K51 HI&H 5TREN&TH BOLTS. A6TM AZ125-q4 MACHINE BOLTS: &ALVANIZED A57M A507-03 4.5.2. SHEET METAL A.CZE55ORIEB SHALL CONFORM TO : Fy = 53KSIP41TH 60q0 67ALVANIZED GOATIN& IN ACCORDANCE WITH A5TM A-525-51. 4.5.3. NAILS SHALL CONSIST OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS - bd = 0.131", 10d = 0.14a", l2d = 0.14&", l6d = 0.162*. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERM APPLICATION ARE TO RECEIVE AN ANTI-CORRO51VE COATIN15 BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FA5TENER5 AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HAN�5ER5, J015T HANi5ER5, AND FLOOR TRUSS 5TRAPPIN& ARE TO BE INSTALLED IN ACI�'ANCE V41TH THE PLANS AND SPECIFICATIONS. CONCRETE E43MDEV 'J'130LT5 USED FOP. UPLIFT ARE TO 13E WET SET PRIOR TO INITIAL SET OF THE CONGRETE� 5PACIN6 AND AL167NMENT ARE TO 13E IN AZCX?RDANGE WITH THE DE5I&N PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS. 4. 5. 8�. CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND HALL UPLIFT ARE TO 13E PLACED AROUND EMBEDDED REINFORCIN5 PRIOR TO OR WHILE PLACIN& eROUT. 4. (9. MIGRO-LAM LUMBER: 4.6.1. MICRO-LAH 5TRE-55 69-AM5 SHALL PROVIDE THE FOLLOWIN6 MINIMUM PROPERTIE5s E 2,000,000 P51 Fb 2,0150 P51 Ft 1,550 P51 Fc 500 P51 01ERPENDICULAR) Fc 2,700 (PARALI-EL) 4.1. STEEL: Fv 2&5 P51 4.7.1. INSTALLATION Of: ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.1.5.0. SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINC75". 4.1. 5. STRUCTURAL STEEL: A6TM A36/36M 01. 4.7.4. STEEL TL)BINC7- A5TM A500-05a, 6RADE B. 4. 1. 5. WELDED CONNECTION5v E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16', AH5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS PROVIDE WEB STIFFENER PLATES ON EACH 51M OF THE HE13, OF A THICKNESS EQUAL To BEAM FLAN&E THICKNESS, LOCATED AT THE CENTER LINE OF THE TU5E COLUMN. 4. 1. -1. THE STEEL FRAME 15 "NON-51ELF SUPPORTIN6". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED 13Y THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. WORST CASE DESIGN FRESSLIRE TAME BUILDM DATA WIND SPEED In's MPH WIND IMPORTANCE FACTOR -- (1w) = 1.0 WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PIRE&*5URE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND FIRESWRE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE 15 ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING COFaERS WINDOWS AND DOORS 11%S MPH, + 363 PSF 48.6 PSF (M) + 36.3 PEF/ -353 PSF (INTERIOR) U.N.O. GARAGE DOORS (V z 120 MPW) SINGLE �Ixl 42110 PSF / _3L2 PSF DOUBLE I&x1 +26.4 PSF / -25.4 PSF NQM- T14ESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WIT14IN T1416 C"TRIJCTION DOCIJIENT. 4. b. 50IL: 4. b. 1. MINIMUM 501L BEARIN& PRESSURE CAPAIVTY OF 2000 PSF. 4.8.2. ALL SOIL 15 TO BE CLEAN 4 POISONED FOR TERMITES PER FBC 2004, RE51DENTIAL SECTIONS R520.1, R.320-2, R320-3, it R7704. TERMITE PROTECTION - PLANS MUST SPEGIFY T"rPE OF TERMITE TREATMENT @ Sall Chemical Barrier Method 9 Other trezitment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF GHEMIGAL SOIL TERMITE TREATMENT 15 USED 1. F1130 105.11 "A t sicin which identifies tto termite treatIment ovider and wed ior rg-elrn;�ctr'lon &d treatment contract renewal sholl be Fovicled. The sign shall be p6sted near the water heoUw or electric, ponel" 2. Condensate and roof downspouts sholl discharge at least P-O" a" from the building side walls. 5. Irrigotion/sprWer systems Including all risers a-d spray heads sholl riot be installed r4ithin I'-O"oF the building side wall. 4. F5C R704- To provide for Inspection for termite infestation, between wall covering cftl final earth 4-ode sholl not be less than 6 inches. Exception: Point or 6--coratIve cementitiou5 finish less than 5/&' thick adhered directly to the foundation wall. 5. F5G R5;20.1.1 - Initial treatment sholl be done after all excavation and backfill 15 complate. 6. F50 R320.12 - Soil disturbed after the Initial trecitment shall be retreated including spaces boxed or formed. -1. FBC R320.1-3 - Boxed areas In concrat.-_ floors for subsequent Installation of trcc, etc., shall be made with permanent metal or plastic forms. Permanent forms must of a size and depth that will ellmhote the disturbance of soll after the initial treatment. b. FBC R-320.1.4 - Minimum 6 mil vapor retcrclor must be installed to protect against rainfall dilution. If rainfall occurs before vapor retorder placement, retreatment Is required. q. FE�� wx g2O ong ounclot n ej.5 e a o;�� a c�m rtcr,?.l f lo perimeter 49cMF a 9 I ep tm t r mov 04 e lor 50 0 10. FBC R320.1.6 - Soil treatment must be applied under oil exterior concrete or grade within P-O" of the structure slclbkol Is. 11. F56 F-320.1h - An exterior vertical chemical borri t be Installed ol'ber after the vertical lborriar is �;Iped, shall 1: retrelEll E'lon. Any soil disturbed construction Is complate, Includl Iqndpcqp1 IV and 12. FBC R320.1 - All buildings are required to have pre-construr-tion tre<itment. 13. FEIC R520.1 - A certificcrte of compliance mist be issued to the building deportment by 0 licensed pest control companti before a certificate of occuponcy will be Issued. TFo certificate; of complicincz sholl-statez *The bullclincl has received a complete treatment for the prevention of subterroneon termiteS. The treatment is in accordance with We rules and lows of tK-- Florida Deportment of Agriculture and Consumer Services'. 14. FBC R3203 - After all work Is completed, loose wood and fill must be removed from balow and within 1'-0" of the building. This ky-lucloss all grade stakes, tt/b trop boxes, forms, shoring or other cellulose containing Material. 4.63. 501L 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY A5TM V 1551-00 NOTE: IT 15 THE GONTRAGTORS RESPONSIE31LITY TO REVIEN ALL PRANIN05 BEFORE GONSTRUGTION BEOINS. DANSGO ENOINEERINO LLG 15 RESPON51BLE FOR THE STRUGTURAL INTEORITY OF THIS PROJEGT ONLY. ANY DISGREPANGY BETVIEEN FIELD GONDITIONS, OTHER DESION PROFESSIONALS'SHOF DRAKNOS, GONTRAGTORS'BUILDINO METHODS, AND THESE 51ONED AND SEALED DRANIN05 MUST BE BROUOHT TO THE ATTENTION OF DANSGO ENOINEERINO LLG PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. ATTENTIONs CH346AL 04AWeS IN P1RF%E-505#LFRF%WEL_ TREATED P40005 AS OF DECA349M 31ST, 2003, C+ROMATM CAA2PER ARSENATE (OCA-0 PMLL NO LONCAER 19E PRODWED FOR ROSIDOMAL OP. 6e*9RAL 6ONSUMER, USE. 5EVEIRAL NM 55URE TREATED WOOD ALTEFZM71VES HAVE BEEN C*MATEV TO REPLAC-E OCA-0. MANY OF THE NEN 55URE TREATED k400VIS USE C+1EHICALS TRAT ARE CAORRDSIVE TO STEEL. IT 15 THE C<74TRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF P40CV TREATMENT AND TO SELEECT APPROPRIATE C41NINECTOR5 THAT RESIST C01ORROSION. FOR EXA11PLE, A4G-<,,, A60-0* CZA-As OR CA-5 ROQUIRE HOT -DI &ALVANIZED OR STAINLESS STEEL FASTENERS DOT WDIUM BOIRATE (55Y) DOES NOT. REGUIRED SAFETY OLAZINO IN HAZARDOUS LOGATION5 (RE: FRG R305.4) R30e�0 HUMAN IMPACT LOADS. INDIVIDUAL &LAZED AREAS INICLUDIWO &LASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R50&.4 SHALL PA55 THE TEST REGUIREMENT5 Of: OP50 16 OFIR, PART 1201 CRITERIA FOR CATE&ORY I OR GATE60RY 11 AS INDICATED IN TABLE R3053 EXCEPTIONS: 1. POL15HED HIRED &LASS FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL COMPANY WITH AN51 Zq1.I 2. LOUVERED WINDOWS AND JALOU51ES SHALL COMPANY WITH SECTION IZ3O&.2 R30&.4 HAZARDOUS LOCATIONS. THE FOLLOWIN6 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF 6LAZIN67; 1. (SLAZIN9 IN 5WIN&ING7 DOORS ]EXCEPT JALOU51E5. 2. OLAZINC7 IN FIXED AND SLIDIN67 PANELS OF 5LIDIN67 DOOR A_cj5EM5LIES AND PANELS IN 5LIDINIS, AND 51FOLD OL05ET DOOR ASSEMBLIES. 5. &LAZIN67 IN STORM DOORS. 4. &LAZIN& IN ALL UNFRAMED 5HINI51NIS7 DOORS. 5. &LAZIN& IN DOORS AND ENCLOSURES FOR HOT TUBS, NHIRLPOOL5,5AUNA5, STEAM ROOMS, BATHTUBS, AND SHOWERS. 6LAZIN& IN ANY PART OF A ENJILDIN& HALL ENCIL05IN67 THESE COMPARTMENTS WHERE THE BOTTOM EXP05ED EDOE OF THE 6LAZINC7 15 LE55 THAN bO INCHES (1524MM) VERTICALLY ABOVE ANY5TANDIN& OR HALKIN& SURFACE. 6. 6LAZIN6, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDISE 15 P41THIN A 24-INOW&IOMM) ARC OF THE DOOR IN A CLOSED P051TION AND WHOSE BOTTOM EI?6E 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR KALKINO SURFACE. -7. &LAZIN& IN AN INDIVIDUAL FIXED OR OPERA13LE PANEL, OTHER THAN TH05E LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOHINC7 CONDITIONS: 1.1 EXPOSED AREA OF AN INDIVIDUAL PANE 6REATER THAN q 5GUARE FEET (0.536 142). 1.2 130TTOM EDC7E LESS THAN la INCHES (45-7 MM) ABOVE THE FLOOR. '73 TOP ED&E 6REATEIR THAN 36 INCHES M14 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE HALKIN& 5URFACE5 WITHIN 36 INCHES M14 MM) HORIZONTALLY OF THE C7LAZIW9. b. ALL a-AZIN6 IN RAILINe6 REC7ARDLE55 OF AN AREA OR HEI(5+lT ABOVE KALKINC7 SURFACE. INCLUDED ARE 5TRLk' TUR-AL BALUSTER PANELS AND NON5TRUOTURAL IN FILL-PANEL5. q. 6LAZIN& IN WALLS AND FE+r_E5 ENCLO51NI67 INDOOR AND OUTDOOR 5HIMMINrz, POOL.5, HOT T1,65 AND SPAS WHERE THE BOTTOM EDIS`E OF THE &LAZINC715 LE-55 THAN 60 INCHES (1524 MM) A13OVE A HALKIN& SURFACE AND WITHIN &0 INCHES (1524 MM ) HORIZONTALLY OF THE HATER5 ED(5E. TH15 SHALL APPLY TO 5INC-LE 6LAZIN5 AND ALL PANES IN MULTIPLE OLAZIN67. 10. 6LAZINC7 ADJACENT TO STAIRWAYS, LANDIN66, AND RAMPS WITHIN 36 INCHES M14 MM) HORIZONTALLY OF A HALKIN& SURFACE P44EN THE EXP05W 5URFAj_'E OF THE OLA55 15 LE-55 THAN 60 INCHES (1524 MM) AEk7vE THE PLANE OF THE ADJACENT HALKIN& SURFACE. 11. C7LAZINE7 ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE 67LA55 15 LE55 THAN 60 INCHES (1524 MM) A50VE THE N05E OF THE TREAD. EXCEPTION. THE FOLLOHIN9 PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOGATIOW-7: 1. OPENIN66 IN DOORS THROWM WHICH A 5-INOWT& MM) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE &LA55 IN ITEMS 1, & OR'7. 3. &LAZINC, IN SECTION R30e�A ITEM 6, HI -EN THERE 15 AN INTERVENINO HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE OLAZINO. 4. &LAZIN& IN SECTION R 30b.4, ITEM 6, IN KNLL5 PERPENDICULAR TO THE PLANE OF THE DOOR IN A GL05ED P051TION OR WHERE ACCESS THIROU&H THE DOOR 15 TO A CLOSET OR STORAISE AREA 3 FEET (0114 " OR LE55 IN DEPTH. 6LAZIN6 IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R30e�.4, ITEM -7. 5. 67LAZIN67 IN SECTION R30&.4, ITEMS -7 AND 10, WHEN A PROTECTIVE BAR 15 INSTALLED ON THESE ACCESSIBLE 5IDE(5) OF THE eLAziisle 36 INCHE5:t 2 INCHES M14 ± MM 51 MM) A50VE THE FLOOR - THE BAR SHALL BE CAPABLE OF HITI-15TANDIN67 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KC7/M) WITHOUT GONTACTINO THE (9LA55 AND BE A MINIMUM OF 0� INCHES (36 MM) IN HE16HT. 6. OUT50ARD PANES IN IN5ULATIN67 67LA55 UNITS AND OTHER MULTIPLE r7LAZED PANELS IN SECTION R30&4, ITEM7, WHEN THE BOTTOM EV615 OF THE r7LA55 15 25 FEET (7620 MM) OR MORE ABOVE 6RAVE, A ROOF, WALKIN6 SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DE6REE5 (03q RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE 6LA_% EXTERIOR 1. LOVVEIZED WMOH5 AND JALOU51E-5 COMPLYIN& WITH THE REQUIREMENTS OF SECTION R3052. 6. MIRRORS AND OTHER &LA56 PANELS MOUNTED OR R440 ON A 5URFAGE THAT PROVIDES A CONTINUOUS BAGKIN67 SUPPORT. cl. SAFETY 6LAZIN5 IN SECTION R305A ITEI-15 10 AND 11 15 NOT REQUIRED P+L=RE-. q.1 THE 51DE OF STAIRWAY, LANDIN67 OR RAMP HAS A C-AJARDIRAIL OR HANDRAIL, INGLUDINC7 BALL15TERS OR IN -FILL PANELS, COMPLYIN5;141TH THE PREVISIONS OF SECTION 1012 AND 1601.1 OF THE FLORIDA BUILDIN& CODE, BUILDIN6, AND q-2 THE PLANE OF THE CA-A55 15 6REATER THEN 18 INCHES (45-T MM) FROM T14E RAILIN6. GLASS BLOCK INSTALLATION PORFORMED IN AiCCORDANCE WITH FRC_ / F5C A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR 5) ADHERE EXPANSION STRIPS TO JAM56 AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO $ILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO $ILL. D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8'. ALL MORTAR JOINT$ MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE VOR V. STEEL TOOLS MUST NOT BE USED TO TAP BLOCK$ INTO "ITION. (PLACE A RUBBER CFAJTC44 TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF T44E LOWER COURSE$ TO PREVENT T14E MORTAR FROM 5EI14G 'SOMEEZED' OUT. E) INSTALL PANEL REINFORCING IN EVERY OT14ER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY A50VE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING $14ALL APPLY TO PANEL ANCHOR$ WHEN USED AT JAM56 AND HEADS IN LIEU OF CHANNEL OR CHASE SURRaMSd " REWORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS T14AN & INCHES WHENEVER IT IS NECESSARY TO USE MOIRE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOU& * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 4 PRESS PANEL REINFORCING INTO PLACE. 0 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINT$ NOT REWIRING PA14EL REINFORCING - Do NOT FUR4WWL MAINTAIN INFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCK$. SPACE AT HEAD OF PANEL AND JAM56 MUST REMAIN FREE OF MORTAR W) STRIKE JOINTS SMOOTH WHILE MORTAR 16 STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EaJAL TO THE WIDTH OF THE SPACES REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINT$ SMOOTH AND CONCAVE, 56-OW MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSE$ OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALIN J) APPLY SEALANT EVENLY TO T14E FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANLIFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIM01 OF 60 SWARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEED$ UP To 110 MFI-4t, PER PITT55URG COIRNIWG RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK EXPANSION STRIP 20 !@a. PANEL NIEL ANC�4OR E><PANSION S !@a. PANEL 000--,�-114' 0!��5OLT (2 PER E REINFORCING ANC440R) (EVERY OT�4ER EXPANSION STRIP MIN. LAP SPL ICE . . . . . . . . . . 111 REINFORCING PANEL 6' MIN. LAP SPLICE NOTE: SEE GLASS 5LOCK oo SEALANT INSTALLATION NOTES. GLA55 5LOC:K DETAIL :(110 mph FASTEST WIND z 130 mph, 3 SEC. GUST. FRC TABLE R3012.13) (110 mIoh FASTEST WIND z 130 mph, 3 SEC. GUST. F5C TABLE IbObJkJ) IDANSCO Fd ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 Ln LU z t7. FS -n 00 < 0 L-LJ 00 rn Ce z 00 z LU W Q F_ ILLJ C/) LU z C/) 0 ILL! I­ :� U 0 W < 0 0 U F- (L < F_ C/) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPEECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C EMLOW (INTERNAL PRESSURE COEFFICIENT = ±0.181 WIND 1014E P0114 EDITION, INCLUDING 2Mb & 2006 SUPPLEMENTS1. THIS ORAVANG AND DESIGN 6 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION Of THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. MY REPRODUCTION OR UNAUTHORIZED USE IS PROFNWED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 E] THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 :ENAGINSEAL E 5 2008' I TITLE: S^TTLO,�kt'�,,kQTES ot. SHEET IINI`604AT1614% JOB NO.: �71D��7. DATE ISSUED: 0��-07 DRAWN BY: REVIEWED BY: DZ SN 41, 0 00 z 0 _j 00 T_ C) N ir� 114") I C) cr) T_ CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4' * 16' O.G. 1'-5' (2) Ibd TOENAILS 2' X 6' * 16' O.G. 10'-8' (2)16d TOENAILS 2' X 8' * 16' O.G. 13'-9' (3) Wool TOENAILS 2' X 10, * 16, O.G. 16'-5' (1) USP WOO OR (3) ibd TOENAILS 2' X 12, * 16, O.G. 19'-3' (1) USP NTW20 OR (4) Ibd TOENAILS 2' X 4' * 24' O.C. 6'-1' (2) l6d TOENAILS 2' X 6' * 24' O.G. 8'-6' (2) lbd TOENAILS 2' X 8' * 24' O.G. 111-0' (2)16d TOENAILS 2' X 10' * 24' O.C. 13'-0' (3) Ibd TOENAILS 2' X 12' * 24' O.G. 15'-4' (1) USP WTW20 OR (3) Ibd TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY Oz. RAFTER TO RICGEBEAM). •SOUTIERN YELLOW PINE, 55 PSF LOADINCs COMPONENT & CLADDING DESIGN PRESSURE (119.9mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 `eet, Importance Factor = 1.0) TRBUTARY AREA (ft') ROOF WALL ZONE ZONE 2&3 ZONE4 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 bad 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 2004 3 Plus and minus signs signffy pressures acting toward and away fromthe building surfaces ROOF DIAPHRAGM NA I L I NCB 5GHEOULE RE-FAB CHIMNEY CAP R106E LINE ILLJ 10 LD + + + + + + + + + + t�N + + + + + t + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + t + + + + +10 + + + + + + + + + + + + + + + + t + t + + + + + .r + t t t t t + t + t + + t + + t 6I-ON6'-0 01 + + + ' + + + + + + + F+++ + + + + + + + + + F ++ + + + + +++ +++ + + + + t t t t t t + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + SHING 2'x4' BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR FINISH 00, a ¢ RE-FAB CHIMNEY 15/320 �p z z = o LOCKING 0 MID POINT a OR ~ WHEN CHIMNEY EXCEEDS 6'-0" /I6" 05B IN HEIGHT - - _ - w z= � o GALV. METAL - - - 1/2' SHEATHING OR O.S.B. FLASHIN ID6E LINE I�i o 2'x4" STUDS 0 16" O.C. MAX. IIa.Q MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE: IIG.9 MPH 3 SECOND OUST EXPOSURE "G" WIND ZONE of O -cc &d RING 5HANK NAIL5 ® 6" O.G. I Sd RING SHANK NAIL5 ® b' O.G. ED6E5 4 N = + + + + 4" O.G. 0 6ABLE END WALL OR GABLE TRU55 8d RING 5HANK NAIL5 0 6' O.G. INTERMEDIATE a �3 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INGH NOMINAL SHANK DIAMETER ALV. MTL, FLASHING RING DIAMETER OF 0.012 OVER 5HANK DIAMETER RING DIAMETER OF 0.012 OVER 5HANK DIAMETER CRICKET 16 TO 20 RIW% PER INCH I6 TO 20 RIN65 PER INGH 0.280 INGH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER TRUSS TOP CHORD 2 INCH NAIL LEN6TH 2 INCH NAIL LENGTH NOTE: 1) SEE: 5TRUGTURAL NOTES FOR 5HEATHIN6 5PEGIFIGATION5 AND WIND SPEED. P HTW20 0 EA. CORNER 2) END JOINTS OF THE ROOF 5HEATHIN6 SHALL BE 5TA66ERED AND OGGUR OVER FRAMING MEMBER. 3) 5GHEDULE A550ME5 5HEATHIN6 15 FASTENED DIRECTLY TO 5OUTHERN YELLOW PINE OR DOUOLA5 FIR OR OUBLE 2"4" BLOCKING BETTER. IF ROOF FRAMING GON515T5 OF A LE55ER ORADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO SECTION IA -A' w/ 1/2' PLYWOOD FLITCH ENOINEERIN6, LLC FOR ALTERNATE FOR NAILING PATTERN. SCALE: 3/4"=1'-0' USP �OIRDER V CEMENT M.A5TER MULTI✓ TYP. TRUSS IN ACCORDANCE WITH 'a' ASTMc SN1 ATTACH BLOCKING 2X TOP PLATE TO TRUSSES w/ LISP SP HTW20 ®EA. CORNER MT BACKM METAL MP-34 ANGLE TYPICAL SLOPE 5/8"m ... °o° WITH ASTMGIm63 THRU RE -ENGINEERED WOOD TRUSSES ° °° c BOLT UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY I LATERAL I CAPAC[TY FASTENERS I CONNECTOR LPUFTCAPACfIY LATERAL I CAPACffY FASTENERS (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" M ETA 16 1450 1247 335 7-1 Od x 1 112" HTA20 1615 1585 590 10-10d x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* - 18-16d & (1) 5/8" A HT1722 5370* 4618* - 2-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 - 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 -- 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* - 8-16d Sinkers & (1) 3/4" ATR LTT131 2825* 2429* - 18-10d x 1 1/2" & (1) 5/8" A.B. LTT131 2310* 2310* _ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 260 8-1 Old SP1 585 535 -- 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 - 6-1 Old x 1 1/2" SP4 885 760 -- 6-1 Old x 1 1/2" S PTH4 2150 1849 - 12-1 Old x 1 1/2" S P H4 1360 1170 - 12-10d x 1 1/2" MUGT15 4265 3335 - 2-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-1Od & (1) 5/8" ATR LUGT2 2260 1956 440 32-10d LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 1325 95 20-10d HTS20 1450 1245 -- 20-10d LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 - 14-10d LSTA24 1235 1235 - 16-10d LSTA24 1235 1235 - 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1 1640 - 22-10d LSTA36 1640 11640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 - 30-16d HUS28 2000 2000 - 30-16d THDH210-2 3490 3020 - 58-16d HGUS28-2 3220 2705 - 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WIT14 THE CORRESPONDING BOLTS, THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED * CONC. STEP 'J' BOLTS EXPANSION BOLTS x 6' %141 x 6' MIN. x10' %'Ox10'MIK __PRE-FAB CHIMNEY ASSEMBLY BFEO.4TWENMCs CRICKET �� \\ 2 X B.U.G \ USP RW�E36' WEEP MUGTIS TYP. \ MAMTAM sionam of k ca'ENT TOP EDGE WEEP SCREED CEMENT PLASTER PLASTER MNISN OF WEEP SCREED 1 10' TO 2' ABOVE N ANCE T' ABOVE TOP OF ROOF SNEATNMG W17W ASTMG9N18 BLOCK C.y OVER W= M JOW ONLY 2'X4' 16' O.C. MAX. FLOORTYPICAL U5P MUGTI� TO 2 2'x4" BLOCKING w/ BUILT-UP COLUMN DETAIL >2" PLYWOOD FLITCH TYP. R. TYPICAL CHIMNEY INEY PLAN SCALE 3 4 =1 -0 ALL NNE MD oirm Comm ®ILL ►® TO BE MI CIR ALL G.NIM 0" vuancAux FILL CELL 5TD. G100 BOND BEAM HOOK X ' cEMETNT PLASTER FHW CEMENT PLASTER NOTE OVER BLOCK Ibt FLOOR 4N TWAT THE TYVEK HTA 20-I8 / HTA 20 > STD. CIO* BAR #5 AND BLOCJC INSTALLATION MID SPGONT. AN GOO HOOK METAL ............ ........1. ............ .. LATH #5 GONT. NOTE MUST CEO LOCATION OF UPLII=T VALUE ........... ............ ....... .... ..• FROM OVER THE5EGOND RTI6 15 BASED ON TO HIGHEST TOP OF SCREW WEEPSLAB 5.P.F. BOND BEAM THE WEEP INSTALL BOTTOM B SCREED � � 50ND 5E>4M 5TEF fM04 FLOOR (OFT) � USP RTI6 U51NG 16-8d xl I/2" NAILS SGALE: N.T.5. SCREED [DETAIL UPLIFT= 1030# WEEF . 2X} STICK LUMBER 24 O.0 MAX IN LINE WITH JACKS (2) 16d GUN NAILS TYPICAL RTI(o IN5TALLATION 4" MIN. EMBEDMENT F o SEE SCHEDULE FOR •• SIZE AND QUANTITY ••••••• I ° OF FA5TENER5 NIL♦ o ' _ s i i �' • 1s.4000 DROPPED FLAT TOPS ° OF HIPS FOR FRAMING ° (GIRDER NOT DROPPED) ' �: TRUSSES AFTER DROP ® 1 1/2" INSTALLATION L20-18 /HTA 20 TYPICAL MTW INSTALLATION TYPICAL HUS IN5TALLATION T�'PIC,4L HIP FRAMING DET,41L SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 � o o :n W 0 �J� z2 M Go aoLJL.00 z in w � � w W3~ W z o 0 UJ aj = w o W 0 Q Ili = Z Z Z Q 0 Z 12 Q � TO THE BEST OF THE ENGI EER•S 04OWLEDGE AND BELIEr, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 AWN, 3 SEC. GUST, EXPOSURE -C- ENCLOSE° (INTERNAL PRESSURE COEFFICIENT - i0.181 WIND ZONE rZIN EDITION, INCLUDING 2MS & 2006 SUPPLEMENTS). 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. 0=7-THESE DRAWINGS AND DESrN S ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGI R SEAL: DEC 15 2008 SHEET TITLE: STRUCTURAL NOTES & DETAILS SHEET INFORMATION JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SN I 00 V Z m 00 N 1 LO I M r LO r rs o,� (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDE54-AYMENT FCR ROOF PITCH <4:12. f + 12 PRE ENGINEERED WOOD TRUSS * 24' O.G. UNA. _ ELEV. VARIE5 HURRICANE ANCHORx * EACH TRUSS I" 2" FURRING (tYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA, TRUSS I" x 6" ROUGH 5AWN CEDAR _(2) LA YERS 1 x24 PROPRIETARY OISTURE BARRIER �45. 12' U.N.O. 2x4 SPRUCE 5U8 FA561A TYPE 'X' GYP. PANELS OOF COVERING 12" ALUMINUM INSERTED BETWEEN 2' FLOOR 4 Ix2 P.T. NAILER VENTILATED SOFFIT CLG. RUNNERS W/ 2' STEEL H 111W OSB. MIN. SEE ROOF NAILING STUDS BETWEEN ADJACENT SCHEDULE ON SHT. SNI ,4LTERNAETE: F,4SCI,4 PAIRS OF GYP. PANELS. _ ELEV. '✓ARIES HIGH STRENGTH CD • " 2X4 BLOCKING • 48' OG. MAX 2X4 BLOCKING W/ (2)10d TOE CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SCALE: 3/4 =1-0 ALUMINUM K.O. BLOCK W/ (2) lbd TOE NAILS * EACH NAILS * EACH END GYP. BOARD OR % WALL DRIP EDGE FIRE CAULK BOARD (OR V GYP• ALUMINUM FASCIA ON�EASIDE OF WALL NOT STAGGERED 4 D TO ROOF 15 IN ROOFING FELT TYPE X •GARAGE W/A SHEATHING � 2 CLG. (SHINGLES) HABITABLE ROOM 2x4 SUB FASCIA (1) ROW 2x BLOCKING * MID 2X4 LEDGER +� 48' OVER PARTY WALL 2X4 LEDGER * 48 O/C MAX 7/I6 O.S.B. SHEATHING U.N.O. ABOVE) W/DRYWALL 1 UX0. 1/16 ObB. SHEATHING U.N.O.VERTICALLLY NAILED TO RUNNER NOTE: HGt. FOR WALL HGT. s 8'-6'. O/C MAX � FIRE RESISTANT OSB 1/16' 2 ALUM NUM TRUSS WEBS W/(2) 8d (TYPE SCREWS � i' O.G. CEILING SEE SECTION G/S3 FOR (2) ROWS 2x BLOCKING • 3rd VERTICALLLY NAILED SHEATHING 4' ON EA SIDE of VENTILATED SOFFIT 15 LB ROOFING FELT (SHINGLES) 4 8' O.C. WALLS ADDITIONAL INFORMATION PTS FOR WALL HGT. > S'-6'. t0 TRUSS WEBS W/(1) PRE ENGINEERED WALL NOT STAGGERED OVER 8'x8'XI6' KNCICIC-OUT 1/2' GYP. WB (MIN.) *GARAGE ad (TY) 2X4 BLOCKING * 48' O.C. MAX W/ (2) lbd TOE ROOF TRUSS * 24' PARTY WALL R30 MIN GATT OR BLOCK W/ 145 CONT. USP 6FT22 CONNECTOR SIDE IF APPLICABLE. PRE ENGINEERED NAILS *EACH END 4 GLUED TO ROOF O.C. MAX FILLED SOLID W/GROUT 1 SHEATHING BLOWN INSULATION 2fd' MIN LAP 2x P.T. PLATE 5/8'0 EXPANSION BOLT * 24' O/C ROOF 1RUS$ * 24 2' CLG. RUNNER W/ 5' EMBEDMENT (MIN. SHEAR O.C. MAX FIRE CAULK" MIN GAP /A\ SEE LAP SPLICE DETAIL SPACE ANCHOR BOLTS BURN CLIPS AS PER FIRE WALL lx2 P.T. I-�IORIZONTAL ' C.M.U. TYPICAL. 3500�, MIN. TENSION 1600�) SIMPSON RBC � 36' O.G. W/ 6-10dx1 I/2' � SPECIFICATIONS NAILED NAILER OR #4 REINFORGIN6 BAR 6' MAX FROM END OF b x 6 WIA x U.4 NAILS INTO TRUSS BOTTOM 2' x PLATE WWF OR FIBERMESH R4 r CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN INTO TOP/BOT. PLATE ONLY a STD. 90 HOOK (SEE TYPE 'S' MORTAf? 03 4 *4 LAP SPLICE D ° 1> � (2) LAYERS 1'x24' PROPRIETARY SCREWS INTO MASONRY. EACH. SIDE OF STEEL 'H' STUD DETAIL) - - - - - -.- ` ` - - - - - �- CLIPS AS PER FIRE WALL MFG. 25' MIN LAP7 ° . TYPE 'X' GYP. PANELS INSERTED R4.1 MIN. INSULATION ONJ R I l/8" 0 �/ / p .. D / / a BETWEEN 2' FLOOR 4 CLG. SPECIFICATIONS NAILED INTO 2x4 ENGINEERED ROOF TRUSS �F- EXT_ BLOCK WALLS ARCHITECTURAL \�\\ \ ; \ �\\�\\. -- RUNNERS W/ 2' STEEL H STUDS LEDGER ONLY s EACH. SIDE OF STEEL - PERPENDICULAR TO WALL • 24' FINISH #5 REINFORCING BAR #5 REINFORCING BETWEEN ADJACENT PAIRS OF H STUD O.G. MAX Ix2 PT WD FURRING * 24 O.C. \� "5 L,4P SPLICE BAR � /\\\ \\\ \\ \\\ GYP. PANELS. 1/2' GYPSUM WALLBOARD UNA. (2) 5 CONT. /�///��//2' FLOOR RUNNER 2 x 4 SYPn xl2' LONG SCAB EACH 2X4 BLOCKING W/ (2)10d TOE NAILS (1) 5 VERT. IN FILL CELLS UP MIN LAP (T 3' CHAIRS W/ 3/I6' DIA x 1 (SEE FOUNDATION PLArI � STD. `J0° NOOK (TYP-) 8 1-4 8 3/4 TAPGONS * RBC CLIP W/ 10d • 3' O.G. (DELAYEACH R 1/D2' HIGH STRENGTH OR 5/8' 16' O G. STD. 90' HOOK ' FOR LOCATIONS) t- ll) LAYER 1/2' HIGH STRENGTH OR 5/8' 2' FLOOR RUNNER W/ 3/Ib' DIA GYP. WB. W/1-3/8' DRYWALL NAILS OR lx4 P.T. BASE NAILER 4'x4' INSPECTION #6 REINFORCING BAR (SEE DETAIL) ` GYP. WB. W/ 1-3/8' DRYWALL NAILS x 1 3/4' TAPCONS * 16' O.G. DRYWALL SCREWS, IN O:C:CEILING, 8' PORT AT EACH *ro LAP SPLICE TYPICAL INTERIOR OR DRYWALL SCREWS 'I' O.G. CEILING, STD. W* HOOK (SEE DETAIL) O.C. WALLS 4 4' O.G. EDGES 3 1/4' BASEBOARD FILLED CELL TYPICAL 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER 1500 PSI CONCRETE z MIN 2500 PSI LONG. SLAB RESAR DETAILS SEARING WALL �� UPLIFT 2 x 4 SYP«2 A2' LONG SCAB a EACH 8'xs'Xl6' CONG.IOdOCKOLIT BLK W/ USP WTA20 * END OF TRUSS W/ 10-10d (MIN 3000 PSI CONIC. SLAB SCALE: N.T.S. SCALE: 3�'-1'-0' (1) 5 VERT. IN FILL RBC CLIP W/ 10d * 3' O.G. 105 ROD CONT. FILLED W/ GROUT x 1 1/2' NAILS INTO TRUSS 4 4' SLAB W/ 6xb S3 { - S3 W1.4 x W1.4 WWF OR FOR HERNANDO CO. ONLY) CELLS (SEE FILL EMBEDMENT INTO CONCRETE (NOTE: SIMPSON RBG * 36' O.C. W/ 6-10dx1 1/2' CELL PLAN FOR INSTALL HTA20's PRIOR t0 NAILS INTO TRUSS BOTTOM FIBERMESH LOCATIONS) CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN NOTES: SEPARATION WALL IN THE ROOF PSANELL NG THE PROPRIETARY SCREWS INTO MASONRY. z 2x 5.P.F. 5TUD5 ® Ib" O.G. (TYPICAL ON BOTH FACES OF WALL) SYSTEM PROVIDES 2-HRS PROTECTION (1) 5 VERT. IN FILL CELLS (SEE `! 2x STUD b x b WI.4 x WI.4 NOTES: PER GA ASWI000 FLOOR PLAN FOR LOCATIONS) zww, LOAD BEARING OR I I >� WWF OR FIBERME5H 1) SEPARATION WALL IN THE 8'x8'Xlb' CONIC. KNOCKOUT BLK 2) MASONRY WALL PROVIDES 2-HRS (D 5 VERT. IN FILL CELLS (SEE \\ \ \ EXTERIOR WALL N3 G.M.U. ROOF SYSTEM PROVIDES W/15 ROD CONT. FILLED W/ GROUT PROTECTION PER UL-U905 FOUNDATION PLAN FOR LOCATIONS) b MIL VAPOR // D \/�/�/ ? _ z ° - - - ,6RA� 2-HR5 PROTECTION PER GA \ r \ N — .—�-- a �. BARRIER / D ;.p 4 \ N I I I"x P.T. STUD 2MASONRY WALL _ (D 5 VERT. IN FILL CELLS (SEE N #5 VERT. IN FILLED CELL M / / / / / / / PROVIDES Y WA FOUNDATION PLAN FOR LOCATIONS) /// CLEAN POISCNdED AND 5)� GG/53 OR 1 \\ \\ \ \/\\/ PROTECTION PER UL-UW5 G/53 FOR ANCHOR I 5/8 x 6 EXPAN51ON // \/ (2) 5 REBAR CONT. ON SOIL. (COMPACTED BOLT INFO. BOLT ® 24" O.G. VERT. \ �\ N N TO %% MODIFIED 3' CHAIRS TYP. URA. 31IN. CLR PROCTOR ASTM 01557) OR 5/N3"xb" "J" BOLTS 4• 8' (I) #5 GONT. 4'x4' INSPECTION PORT At 4'x4' INSPECTION PORT AT STD. W, HOOK "U5P 5PT22 TYP. I MIN. bxb WIA W A WWF EACH FILLED CELL TYPICAL bxb WI.4xWl.4 WWF EACH FILLED CELL TYPICAL 1'-41 41 (SEE DETAIL) N 2x P.T. PLATE D ° .. '� .. ° . T1'PIC,4L THICKENED SLr45 EDGE _ - — — _ — -- — . s —.—:_ _— _ _ TYPICAL WALL SECTION j I FINISHED GRADE SEE TYP. WALL SECTION FOR ASSUMED SCALE: 3/4"=1'-O" 53 - - - - r : ° D D e m d e SCALE: N.T.S. T - - - - _ - ADDITIONAL SLAB INFORMATION. /oo D ° \ /\\\\/ /\ CJ3 MONO OR STEMWALL --, FOOTING MONO 5HOWN t. D 61 FOR CLARITY ° R D D' D (2) 5 CONT. / \ \ o (2) 5 CONT. \�/\ / /% PAD FOOTIN6LL AND MASONRY WALL AND \///./� /�/� STD. 90 HOOK STD. WO HOOK NOTE: p ° ' ' \\ \\ \\ \ PAD FOOTING 8 I6 / 8 (SEE DETAIL) 8 WO 8 (SEE DETAIL) (U ROW 2x BLOCKING * MID *FOR 5EARIN6 WALL 8 8 MA50NRY WALL HGT. FOR WALL NCst. <_ 8 -6 . - " PT ROWS 2x BLOCKING * 3rd w/ UPLIFT ONLY EXTEND FILL CELLS ALT. FIRE WALL DETAIL AT COMMON WALL 1,4 ALT. FIRE WALL DETAIL AT COMMON WALL PTS FOR WALL HGt. > 8'-6'. \/% �j\�j\�j\\/% �j/ �j\ �\ GONT. FOOTING STEEL MAT REINFORCING. - \ A �\ SCALE: 3/4 - i 0 CJ 3 SCALE: 3/4 -1 0 CJ 3 • 1/2' GYP. WB (MIN) *GARAGE SIDE IF APPLICABLE. FRAME WALL TO C M_U. WALL CONNECTIONrD ? — 2x P.T. PLATE 1/4' 4 X 3 1/4' TAPCONS * 24' O/C 4 SEE TYP. WALL SECTION FOR 56ALE: 3/4"=1'-O° CJ. 3 w w ? \\ \\ • \\ \\ \\� w * 6' MAX FROM END OF 1 x PLATE ADDITIONAL SLAB INFORMATION. Lou -nj (v 5 CONT. ON 3' 6 x b WL4 x WL4 iz _ tu CHAIRS (TYP.) WWF OR F15ERMESH TYPICAL G.M.U. BLOCK WALL 0 ' - - ° - - -. - - //\//\//\// //\//\ OOTIN6 P.T. 2x4 I/2" GYP. BD. e D GALVANIZED METAL STOP \ \\/�\\ /�\ \�\\� BEYOND U SOLE PLATE HOLD GYP. BD. 5EGURED TO WALL TO RUN PAD REINFORCEMENT MIN. CLEARANCE 112 FROM SLAB D\/�\/ GONTINUOU5 AND LEVEL AT A (SEE SCHEDULE) MINIMUM OF 8" ABOVE 6RADE. FOOLING WIDTH GONT. BEAD SEALANT SEE SCHEDULE E5T. GRADE I LI P,4T I O COLUMN FTC. D E T,41 LrN 8'x8'xlb' CONIC. KNOCK OUT • • -4" 2X 5TU05 ® 24" OL. U.N.O. /i• / //. _ ELEVATION o -O �3 — 8' TOP OF SLAB _ SEE TYP. WALL SECTION FOR SGAI-E: N•T•S• BLOCK W/ (1) 5 ROD CONT. • iT E - ADDITIONAL INFORMATION. IN FILLED SOLID GROUT CONCRETE NAIL INTERIOR Gf�RAGE W K,, EMBEDMENT ® 12" O.G. TYPICAL INTERIOR SEARING \ � �� = T-4' AFR 5TAGGERED, FROM BOTTOM 1/2" GYPSUM WALLBOARD U.N.O. PLATE TO CONCRETE W/ DRYWALL 5CREW5 ®8 O.G. WALL W/OUT UPLIFT �� 1 (MIN. SHEAR 1&0#, RII (MIN) U.N.O. SEE TYP. WALL SECTION FOR SCALE: 3�4'=1'-0' CJ3 ) FINISH TEXTURE �RE,4K MIN. TENSION 120#) ADDITIONAL 5LAB INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.5. GONT. BEAD SEALANT ADDITIONAL INFORMATION. S3 CONCRETE 5LAB —r z - - - WWF OR FI5ERME5H 8 GONG. BLK � - � `t EXPAN51ON JOINT FORMED U51N6 0 —.- _ _ _ " �4- _Z 1/2" EXPAN510N JOINT MATERIAL 3/4" RECE55 FOR TYPE 'S' MORTAR 6 MIL VAPOR v RI THICKEN SLAB EDGE BETWEEN V RI 5.6D. (U.N.0) (D 5 VERT. IN FILL CELLS BARRIER _\�//\///\/// DOOR FRAME5 A5 SHOWN REFER TO A/S3 FOR (SEE FOUNDATION PLAN 3/4" RECESS FOR 6 x 6 WI.4 x WI.4 SEE A/53 FOR 5.& D. (U.N.0) WWF OR FIBERMESH _ FINISHED CONCRETE LANAI TO REINF. INFO. _ FOR LOCATIONS) �r RECEIVE BROOM FIN15H U.N.O. INFORMATION NOT SHOUIN (I) #5 STEEL (GONT) i 4'x4' INSPECTION PORT AT ON GHAIR5 as $' 8 - - N ? EACH FILL CELL TYPICAL —a-.� 'A To / T• • / N� �, N� +r- °d. \ " /a a• �. i M° A D o FINISH INTERIOR UJ,4LL SL,45 STEP NON-SRC.rK a a' c a n \ ° 4 a \ ° ASSUMED 0 I " a' \'. SEE ADDITIONAL 5LABP. V4ALL �NFORMATION. TION FOR SCALE: 3/4 =1-O 53 46 Id SEE A/53 FOR SEE 53 OR .1 /56 \ / D ° D •//\//\ \ REINF. INFO. 4 1 -4 a (U #5 GONT. 1'-4' N-STORY) A/ '\\ \\ \ /\\ \\ /\\/ �x16 CANT. FOOTING W/ FOR REINF. INFO. / / / / // �/ (2) 5 CONT. ON 3' CHAIR OPTION 01 4' 8' 1 -8 (2-STORY). 8' // SEE TYP. WALL SECTION FOR ADDITIONAL 5LAB INFORMATION. OPT ION 02 6L,45 STEP 4 RECESS fi) S.G.D. M 5EE TYP. THICKENED 5LAB EDGE DETAIL DOUBLE CMU WALL SECTION C ON SHEET 53 FOR OUTER EDGE OF LANAI SCALE: 3/4"=I'-0' S3 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � g Lu w Zoo >j(� T Z J CD1D aLmy fnN� QOOC�°o, Z � � �rn $. 00 u wLw z o mi %o V) W Z = W - U Q Q LLJ Z Z Q3: Z N Q � v TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLM6 AND SPEQf1CATONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR I I" MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = W.18( WIND ZONE rAN EDITION, INCLUDING 2005 6 2006 SUPPLEMENTS(. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. &"7•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 VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 EN G EER SEAL: DEC 15 zom SHEET TIT SECTION, DETAIL `' ` gAig SHEET INFORMATI6bI: JOB NO.: 27075 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S3 00 Ir- 4t 0 Z _J D m 00 N i LO O T- LO - --VENT OR 2ND FLOOR PARTYA_\ WALL ­__\1/2" MINIMUM GEMENT FINISH - TYPICAL G.M U. WALL ❑ # 5 VERTICAL REBAR FROM ❑ WALL END. TO K.O. BLOCK PARTY II - 3/4" FURRING 5TRIP5 FILLED SOLID W/ GROUT 5TANDARD 3 VIA. TEE PARTY ❑ " WALL 5 VERTICAL REBAR FROM 1/2 BLOCK WALL THREADED 3 DIA. EXTENSION " # # 5 VERTICAL REBAR FROM 1 /2 BLOCK -1/2 6YP5UM $OARD # 5 VERTICAL REBAR FROM 5GREW OFF GAP (3" DI A) W/ DRYWALL 5GREW5 FND. TO K.O. BLOCK FND. TO K.O. BLOCK END. TO K.O. BLOCK FOR GLEAN -OUT ® 5" O.G. OR 4d UNIT-\ FILLED SOLID W/ GROUT FILLED SOLID W/ GROUT FILLED SOLID W/ GROUT ❑ � ❑ ❑ � � •� � � El�'❑ l.❑ ❑ MIN. EXTENSION FROM EXTERIOR FAGS OF BLOCK WALL 15 I I/2' DRYWALL NAILS EXTERIOR ACE OF BLOCK WALL ❑ � E ❑ ❑ ❑ � it El ❑ ❑ IS 2 I/4'Ej 1 /2 BLOCK ❑ 1/2 BLOCK ❑ 1/2 BLOCK TO DRAIN UNIT CONTINUE BLOCK PATTERN 1/2 BLOCK 0 FILLED CELL STAGGER ❑ ❑ ❑ ❑ ❑ ALL VERTICAL JOINT'S WALL CLEAN -OUT ,4 5GALE: N.T.5. let COURSEKOEI 2nd COURSE E2 3rd COURSE63� 4th COURSE E4 5th COURSE E� SCALE:3/4'=1'-�' �jtl. SCALE.3/4'=V-0" sty, SGALE:3�4'=I'-fd' rjtj, SCALE:3/4'=1�-�' rj�j. SCALE:3/4'=1'-O' s4 REFER TO 5DH... PA6E5 FOR INSTALLATION INFORMATION BY MANUFAGTURER TY1='ICA1. SECTION THRU WINDOW g BLOCK COURSING DETAILS a 4 WALL INTERSECTIONS E INDICATES CELL TO BE FILLED SOLID W/ GROUT 54 (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3/4' z V-0' S4 T%ISS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-I6d TOE NAILS ++ EACH END DOUBLE 2x TOP PLATE TOP SPLICE 2'x BUILT-UP COLUMN w - ' 2 ROWS 10d 0 3' O.C. (14 NAILS TOTAL) KNOCK -OUT NOTC14 LINTEL WHERE REQUIRED IS-10d NAILS '�� BLOCK W/(I) �'S FOR CONCRTE PLACEMENT , 2x TOP PLATE 1 5/8' 8' 1 5/8' g' 1 5/8, g' - - SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 1/2' ❑ FULL 8xbxi6 BLOCK WALL \1 L7. 11 rZ F in- _p r -- 11 ®I� 7 ice,®� �■!� �� �►/� f®■ /F.IRECAST •... PLAN)-- '/ _ - . .-LOCATION.VERTIC' Milli ■■lll Ill■■ Milli 11�1� ■■ill li!■■ MIIII 11lI� ■■ill WEE �Illl Illy ■■N Ill■■ MIIII 1111m 2-16d NAILS * 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES * 16 OG. , , °° ° ° 5/8' o ' 'J' CHORD OR BLOCKING BOLT OR 2x BLOCKING * EACH END W/ 10d 10d 0 8° O/C = 5/8' 0 HILTI KWIK 2x STUD * 24' * 4' O.G. FROM EACH HEADER �/S TgNO BOLT II W/ MIN. 8' EMBEDMENT O.G. MAX FACE t0 BLOCKING PROVIDE HILTI X-CF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL * 12' O.C. PER PLAN STAGGERED FROM BOT. SEE A/53 FOR 0 UPLIFT= 3250+ (SYP *2 PLATE TO CONCRETE REIN. INFO. 2x BOTTOM PLATE W/ (1)10d * 8' 21S50 (SPF) a' VARIES O.G. TO EACH HEADER FACE NOTE: • A 1. PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 8'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON- 2 x ro (MIN.) FRAME ` BEARING WOOD FRAME WALL j WALL HEADER DETAIL 1 TOP PLATE SPLICE DETAIL 1„1 SCALE: N.T.S. 5 LISP I�TTi6 N SCALE: N.T.S. 54 SCALE: N T S. 54 F= 2240 LBS SCALE: NTS rjA Lin DOOR OPENING DOOR OPETIING DOOR OPENING—%t NOTE EXTERIOR) ❑ ❑ FolID FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE FOR BEAM DEPTH >22' PROVIDE A 4' x 4' INSPECTION PORT WALL ❑ ❑ ❑ a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. Q2 VERIFY THAT ALL RE INFORCEMENT WAS BEEN PLACED - - - - PROPERLY. -- - - - - - - - - Fill lSt COARSE 2ND COARSE 3RD COARSE Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ® OPENINGS LESS THAN OR EQUAL TO 6'-C' IN WIDTH DO NOT COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. FLOOR PLAN. HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS LNG 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS SOS EA END EA END EA END EA END 1'-4' (U (2) (1) (2) 4'-9' (2) (3) (2) (2) V-16' (3) (3) (2) (3) US USFFUS C P SPT4 �4 USP SPT4 SPT24 SPT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 STUDS * 24' O.G. � � \ \ OVERLAPPING 2X4 BLOCKING 1 ILED /8'AO' 'J' BOL NfWAMNje. * 24' O.C. MAX INTO 10d NAILS * 6' (2) Ibd TOE NAILS MIN (1) PER TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING 1" 1A50NR-T- LAYOUT j� TYPICAL FILLED LINTEL ]ASSEMBLY G �c I� PLAT£ X4 P.T. SEE SECTION AA/Sl SCALE: NLTS. CJ. 4 MEN SCALE: N.T.S. 51� FOR REE( PLATE ADDITTIIONALLDDETAILS ENTRY ALL ABOVE REQUIRED CO 9�c�O�NS SPT22 ° KA. BLOCK W/(I) 2X CRIPPLES * 161 O.C. W/ LISP SPT24 TYP. 2-ROI1S 12d NAILS STAGGERED * 12 O/C EACH FACE OR LISP SPT4 RECESS CHOR BOLTS * 24' SPT4 LISP SPT4 O G• MAX 5 CONT. 4 FILLED TOP AND BOTTOM 3-ROWS 12d NAILS STAGGERED LINTEL ANCHOR BOLT *WHEN STUD LENGHT * 12' O/C FOR 2'x10' OR 11 2X4 P.T. PLATE IS LESS THAN 12' USE GREATER HEADER A. ° . , ' : , , a; ASONRY WALL . , LSTA30 STRAPS AT EACH STUD WRAPPED 2X8 P.T.BOTiOM PLATE C .. .. , . TRUSS BOTTOM CHORD OR NAILED t0 HEADER EACH SIDE W/ II - 10d • � B /8 xl0 J BOLT * 24 OC. MAX . .. , .. , . 2x4 BLOCKING W/ 2-I6d TOE NAILS DOUBLE 2 X 12 02 SYP G (MIN. (2) PER BOTTOM PLATE) NAILS *EACH END CJ�, HEADER W/ I/2' FLITCH LISP C , . 10d NAILS * 8' PLATE (UNA.) LISP SPT SPt14 SPT4 . w O/C TYP. FILLING AND BLOCKING AS z '`r REQUIRED FASTENED TO 10d NAILS * 6 O.G. 3 5/8' 25 GA MSG � N DOUBLE 2'x4' HEADER W/ (1) ROWS OF 12d ♦ \ 4' A STAGGERED STEEL TRACK RUNNER CRIPPLE STUD � Ib O/C UNLESS NOTED � \ \ STAGGEI�D TRANSOM FRAMING .,. . , 3 5/8 STEEL STUD * 24 TYPICAL (UND) OTHERWISE \ o 0 BEYOND. —� O.C. MAX W/ (2) NO.8 x 5/8' \ O .� :, �' WAFER HEAD SELF 2'x4' STUDS TYP. ♦ \ TRANSOM FRAMING PLYWOOD DRILLING * TOP 4 BOTTOM SEE FOR TRANSOM FRAMING \ O PLYWOOD FASTENED TO TRUSSES SHEATHING . , . 3 5/8 25 GA MSG PLAN REQUIRED CONNECTIONS SEE SECTION AA/51 AND WITH 8d COMMON WIRE NAILS * 4' STEEL TRACK RUNNER BB/SI FOR ADDITIONAL O/C R 6' O/C EDGES B W/ HILTI X-GF NAILS OR O�p,� DETAILS 4 5'O/C FIELD EQUAL * 12"O.C. Xb WI.4XWI.4 WWF OR c�Y/, P T BOt. PLATE USP PLYWOOD FIBERMESH SPT22 SI$ATHING • - - - .. HOLD DOWN CONNECTIONS RECESSL USPSPT MASONRY WALL BELOW ANCHOR BOLTS * 24' O.G. MAX NOT REQUIRED * BEARING sr�4 (MIN (2) PER BOTTOM PLATE) TYPICAL INTERIOR NON- WALLS WITHOUT UPLIFT BLOCK COURSING 6 CORNER INTERSECTION CPLATE BEARING METAL FRAME W LL WALL HEADER DETAIL ra ° •. A. �'°2X8 • Pt. BottoM SCALE: 3/4' =1'-m' S�' SCALE: N.TS. �4 SCALE: N.T.S. �4 FRAMING DETAILS ,ABOVE ENTRY R AO' 'J' BOLTS * 24' O.G. MAX SCALE: N.T.S. cJ� (MIN. (2) PER BOTTOM PLATE) 1: DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o CDIn w 0 ON� Im v amM L'4MN Q O L-Li Z It �00 w1 W Lu JCD H LU W Z = w 0 U 0 0 Lu r Z Z Z Q U 0 z 1- 5 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL, PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 MPH, 3 SE-C. GUST, EXPOSURE -C" ENCLOM (INTERNAL PRESSURE COEFFICIENT = 20.181 WINO ZONE (2004 EDITION, INCLUDING 2006 & 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT S SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2007•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 VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: DEC 15 2008 SHEET TITLE: SECTION, DETj ROTES SHEET INF T JOB NO.: kNp 077 DATE ISSUED: 0 . 4.0 DRAWN BY: T REVIEWED BY: DZ S4 c,O 00 r _Z 0 J D m 00 N Ir- 04 Ln M T_ SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) lbd NAILS SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES BACKNAIL W/ (2) Ibd NAILS BACIC"IL W/ (2) Ibd NAILS 2x4 BLOCKING � � 2 x4 s 24' OUTLOOKER O.C.7 AND NAILING SCHEDULE FOR SHEATHING DETAIL USP RTIb OR EQUAL s SEE STRUCTURAL NOTES AND NAILING SCHEDULE 2x4 OUTLOOKER s 24' BAGKNAIL W/ 2x4 OUTLOOKER s 48' O.C. ibd NAIL REFER TO SECTION IA TOP CORD2x4 EA- OUTLOOKER FOR SHEATHING DETAIL O.G. (OPTIONAL -SEE SEE STRUCTURAL (2) Ibd NAILS s 24' O/C 'L' BRACE I / ON SHEET 55.1 FOR BLOCKING FOR FIRST FOUR R OUTLOOKER s 24' O.C. ELEVATIONS) NOTES AND NAILING SCHEDULE FOR OF CORD BLOCKING FOR ATTACHED W/ lod NAILS * 4' USP HGAMI0 W/ i X-BRACING, AND TOP CHORD BLOCKING 45' t 24' 1riAX , �' TOP CORD ' �.' 2X4 CONT'L' BRACE TOP CORD BLOCKING USP RT16 OR EQUAL s SHEATHING DETAIL USP RTI6 OR FIRST FOUR ROWS O.C. TYPICAL (4) 3/16'xl-3/4' .� , INFORMATION ASSES s USP RTIb OR BLOCKING FOR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 24' MAX EA. OUTLOOKER EQUAL s EA. OF TRUSSES s WEDGE BOLTS t WOOD TRUSSES EDGES OF 2x4 C S BRACE EQUAL s EA FIRST FOUR ROWS OF 3'* 14 O/C. CMID OF TRUSSES s EDGES 2x4 GROSS BRACE OUTLOOKER 4' MAx. EDGES OF GABLE TRUSS WEB , (4) SOS 1/4' x 1 1/2' SHEATHING APPROX. 8' FROM TYPICAL AT OUTLOOKER I I TRUSSES s EDGES HEIGHT 'L' OF SF,EAtHING TYPICAL DOUBLE TOP PLATE APPROX. 8 FROM SHEATHING TYR DOUBLE L BRACING DETAIL SCREWS / � RIDGE FASTENED L 13RACE TO EXTEND OF SHE 2X4 KIGKE I 2x8 SYF'"1 BRACE TO 2x4 CROSS BRACE RIDGE FASTENED AT 'L' BRACE TO EXTEND g i 2x4 RAT RLIN BRACING SCALE: N.T.S. S5 EACH JOINT W/ (2) loci I AT LEAST 90% OF WEB s 8'-0' O/C. EXTEND s LEAST 90% FASTENED A �P 8 FROM RIDGE FASTENED AT EACH JOINT W/ (2) I At LEAST 90%� � WEB At 24' O.C. ON TOP OF t (2)10d TOE NAILS s LENGTH (SEE TABLE) 2x4 CROSS BRACE I OF WEB LENGTH t SPT4 s EA EACH JOINT W/ (2) 10d t (2) loci t (2) 10d TOE I LENGTH (SEE TABLE) BOTT. CHORD FOR 4 2x4 IT' BLOCKING EA- END I APPROX. 8' FROM NOTCH s BOTTOM I STUD I0d TOE NAILS 9 EA END NAILS s EA. END ABLE TRUSS TRUSS SPANS TRUSS VERT. WEB 2x6 P.T. 1 GABLE TRUSS RIDGE FASTENED AT I CHORD (SEE TABLE) 2x4 PANEL BLOCKING I I/2' COX PLYWOOD OR 2x4 BLOCKING: ATTACHED W/ 2 - 16d SILL SPACED s 48' O/C 1/2' CDX PLYWOOD OR I 1/I6' OSB SHEATHING EACH JOINT W/ (2) � 10d t (2A0d TOE - USP RTI WITH 6-Sd FROM LEDGER TP 2X6 FRAMED WALL -SEE WALL SECTION FOR SPACING s 48 O/C FOR THE I 1/16' OSB SHEATHING ATTACHED W/ loci NAILS � 48' O.G. I I 16d NAIL AT EA- TRUSS JOINT I � FIRST (4) ROWS OF I L BRACE 2x4 PANEL BLOCKING s 46' O.C. FOR THE FIRST ATTACHED W/ 10d NAILS s EA. END BLOCKING /2' COX PLYWOOD OR 1 16' TRUSSES FROM EA. s 6' O.G. EDGES AND 12' ATTACHED W/ I 2x4 BLOCKING s 24' 8'-0' OF END WALL FROM EA- END TYP. BOTTOM ( WJLS s 6' O.G. EDGES GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED END TYP. TOP t I O.C. FIELD 10d NAILS s 4' 1/2' HIGH STRENGTH OR O/C W/ 2 - Ibd CORD ATTACHED W/ (2)16-d TOENAILS I AND 12' O.C. FIELD 2'x4' PANEL BLOCKING s 48' O.G. FOR THE FIRST I I/2' COX PLYWOOD OR W/ 10d NAILS s 6' O.C. EDGES BOTTOM ATTACHED I (1) Ibd NAILS O-C. TYPICAL 5/5' GYP. WB W/ 1 3/8' TOENAILS s EA END -Ile- IOCIX3' s 3' O/C (4) ROWS OF TRUSSES FROM EA- END TYP.x4 1/16' OSB SHEATHING AND 12 O.C.00FIELD W/ (2J 16-d TOENAILS IT' ON TOP OF PANEL GABLE TRUSS WEB DRYWALL NAILS OR MASONRY WALL THROUGH CHORD BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d (2) Ibd NAILS BLOCKING, FASTEN WITH DRYWALL SCREW$1' 2x4 t ON TOP OF PANEL BLOCKING, INTO 2x6 PT. PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS s 6' O.C. EDGES 2x4 PANEL BLOCKING s 48 � 2x4 BLOCKING 5/8 OR 1/2 CEILING DENSE GYPSUM WALL 10dx3 s 4 O/C SINGLE L BRACING DETAIL (o O/C CEILING t 8 O/G WALLS ARCHITECTURAL FINISH SCALE: N.T-S- S5 WEEP SG�ED FASTEN WITH lodx3' s 4' O/C SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C.FIELD O.G. FOR THE FIRST (4) ROWS 50AW FASTENED WITH 8d COOLER NAILS s 36' 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED INSTALLED PER MANUF. 2'xb' P.T. SILL , , . 'O.C. NOTCH 'L' BRACE HERE OF TRUSSES FROM EA END 2x4 'T' ON TOP OF PANEL OR 1 1/4 LONG DRYWALL SCREWS O.C.GAIo DIAPHRAGM WITH Sd COOLER NAILS OR 1 1/4' LONG DRYWALL SOWS MOISTURE BARRIER 5/8 x 10 J BOLT s 48 WEEP SCREED TYP. TOP t BOTTOM ATTACHED BLOCKING, FASTEN WITH COMPLYING WITH ASTM CI002 FOR FIRST DBL- TOP STUD WALL BLOCKING s EXT. WALL CONN. 6 WITH ASTM G1002 FOR FIRST 8 -0 FROM END WALL ' �/ USP WTA20 OR Ea s 6 -0 O.C.00TYPICAL- ALTERNATE USP LSTAIS STRAIGHT SCRAP s 4'-0' INSTALLED PER MANUF- l2)16-d TOENAILS 10dx3 s 4 O/C 8 -o FROM END WALL s 4 O/C TYPICAL PLATE (SEE TYP. SEC.) 48' O/C NON - LOAD BEARING LOC,4TION p sC 4' OLCITYPICAL � WTA20 s EA TRUSS MOISTURE BARRIER 5/8 OR 1/2 CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SF'T24 s EACH STUD GALE TRU55 SEE TYR WALL SECTION FOR SCALE: 3/4' = 1'-0' CJ� 5/8'x 10' 'J' BOLT s 32' O.C. MINIMUM 6' FROM VERT.111EB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT — — — — TRUSS VERTICAL PLATE SPLICES W/ 3/16 x2 4 PLATE WASHER W/1-l0dxl 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' WITH Sd COOLER NAILS OR 1 1/4' TRUSS) SBCTION ADDITIONAL INFOT�'1ATION NOTE: IF EMBEDDED 7APCONS. t r O� LONG DRYWALL SOWS (2) 2'x8' 'L' BRACE j j� C I OI �4 STRAP MISSED VERTICAL I I 2 COMPLYING WITH ASTM C1002 ,- 5EC.T I ON 3 SCALE: N.T.S. 5�J' FASTENED WITH l3) j FOR FIRST 8 0 FROM END WALL Ibd PER SIDE . SCALE: N.T.S. CJ WEBt LISE SIMPSON MSTAI'°'36 ON OUTSIDE SCALE: N.T-S. Cjrj s 4' O/C TYPICAL SCALE: N.T.S. SrJ- SCISSOR GABLE �T� BRACE i AS PER HIB 151 SCALE: N.T.S. S5 20�'_0' MdX Sd s to O/C 2 x 4 BLOCKING W/(2) I0d WOOD TRUSSES TOE NAILS s EACH END s 24' O/C (TYP) ' PROPER INSTALLATION ♦ UNACCEPTAE3LE INSTALLTION ;. M 8' ♦♦♦ DO NOT DO THIS Q a t t 1' BRACING W/(3) loci x 3' • s EACH COW s 24' O/C (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS �P HGAMIO W/(4)-3/Ib'xl-3/4' --/ OF STAGGERED loci COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRED BOLTS t l4) SDS I/4' MOISTURE BARRIER (D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D IT 0201', L Is 4 1/2') OR x 1 1/2' SCREWS BOND BEAM NOTES: EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA- x 5 1/2' LAG SCREWS OR EQUAL SIDES OF THE COLUMN (SPACE AS SHOWN FOF: 3-PLY) MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA x 1' LAG SCREWS OR EQUAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NOS SEGtION 153 FOR ADDITIONAL INFORMATION MIN. tRST 2 coulxsEs ,, ♦C T�ET$ FOR I 4'DIITIONAL ERMANENT BRACING BO.C. MAX FOR -iiw, ♦ s Ibd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EX L WALL CONN. � NON - LOAD 2) IT' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLGJ FILLED CELL MR FOUNDATION PLAN FILL.ED CEL.L. INSTALLATIONrH�� BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TYPICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMN5 S SEE TYP. WALL SECTION FOR SCALE: KTZ• cJr,. SCALE• IOTA REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: N.T.S. ADDITIONAL INFORMATION. � AS PER SCSI I-03 SCALE: N.T.S. CJ>j 55 Ar SCISSOR TRUSS 2'x4' OUTLOOKER s 24' 12 O.C. W/ (2)10d PER JOINT MINIMUM 2'x4' USP WI-i GROSS BRACING (SEE PLAN FOR LOCATIONS) 10dx3' O/C 1'x4' TOENAIL s 6' O/C RUNNE (2) Ibd PER W/ (2)16d TYPICAL JOINT NAILS I 12" MAX. I FILL SOLID BOTH CELLS 9 REBAR STD. W, a I M S' NOTCH UM AT THE F "L ' 5R,4C ING RE:QU I RE MENTS STUD SPACING NO 'L' BRACE (U 2'x4' (UND) 'L' BRACE 2'xb' (UNA-) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0' 6'-0' t GREATER SCISSOR GABLE - (1) 2'x8' 02 S.PF. ,m EACH VERTICAL AND (2) 2'x8' FULL HEIGHT ,9 DIAPHRAGM BLOCKING ♦♦ '5 NEBAR (TIP**V TYPE ♦♦ ♦,tt 40 to taoac (TYP) ♦♦♦ , STD. W HOOK (TYM) EL ♦ i I ♦♦ ,,♦ ,� • NorcH r-; T caxwE I Mw Ilk im &I llllllllll��ll�ll oVERLAP T BRACING 69 MAX PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6' OVERLAP WOOD TRUSSES 2X4 BRACING s 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d s EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MINIMUM (2) lbci PER JOINT MINIMUM 2'x4' TRUSS BRACING CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. ALTERNATE NON -DROP GABLE END DETAIL NOTE: LTEBRACE MUST EXTEND AT LEAST 90ge OF WEB LENGTH EXCEPT, SCISSOR TRUSS BRACING OVBRL,4P DE:T,4IL. tM GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. SCALE: N.T.S.COSMETIC CROSS BR,4CING DETAIL. J SCALE` S. 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS s 4' O/C. DROP CEILING FRAMING �rpSCALE: NIW1 DROP CEILING BRACNG DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS 1 GABLE TRUSS 4 END JACK ,N SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION °� 85 'L' BRACE W/ 10d s 4'O.C. (SEE SCI-EDULE FOR SIZE 111-m' MAx 12 AND LOCATION) 6.9 MAX bg 'O 12 OUBLE TOP PLATE 6 9 MAX 5 ( SC14:DULE FORSZE 5 S5 AND LOCATION) 0000 85 tiA ✓� 2X4 LEDGER TtEISB CAR JACK � USP LSTA 18 _ -� � �' 6 85 85 UPLIFT CONNECT I ON5 - PIP FRAMING DBL TOP PLATE STUDS • t�' O�. , LISP H[,�4I0 (Tyr-) TUDS s 16' O-C. WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING GABLE: END BRACING DETAIL. E ACW CH STUD GABLE END BRACING DETAIL MEAN WALL IIII UP TO 30'-V' -SEE STRUCTURAL NOTES FOR WIND SPEED SPECPICATION SCALE: 34'.r-m' MEAN WALL HEIGHT UP TO30'-0' - SEE STRUCTURAL SCALE: KtS. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � o o Ln Lu o V Q jo+lmo z J O 1p en dr— 2--,o�M Z � 4 w W W z o Lo V) W Z = W 0 p pw 2 Z Q 3 O 00U Z ~' CL Q � ...� � TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C ENCLOSED )INTERNAL PRESSURE COEFFICIENT - 10.18) WIND LONE )2001 EDITION, INCLUDING 2006 6 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOIM PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. # 60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 EN EER SEAL: C 15 2008 SHEET TITLE: TRUSS BRACING DETA AND SHEET INFORM JOB NO.: 27�,.5• DATE ISSUED: 06.14.0 DRAWN BY: TJB REVIEWED BY: DZ S5 00 0 Z 0 J_ D m 00 N i LO i M (1)5 VERT. IN FILL CELLS (SEE FO1JNDATION PLAN 2X4 BLOCKING a 48' O.C. MAX. (2) LAYERS I'x24' PROPRIETARY TYPE FOR LOCATIONS) W/ (2) 1(od TOE NAILS 0 EACH 'X' GYP. PANELS INSERTED BETWEEN 2' Zx RJRRINCs 16' O/C (AS R?:Q'DJ ARCHTECTURAL FINISH END d GLUED t0 ROOF FLOOR d CLG. RUNNERS W/ 2' STEEL H (EXf.ONLY) SHEATHING STUDS BETWEEN ADJACENT PAIRS OF Ix4 P.T. BASE NAILER (AS RE61'DJ 4■x4' INSPECTION PORT 2X4 LEDGER 9 48' O/C MAX. GYP. PANELS. 31/4' BASE BOARD (AS FWVJ AT EACH RLLED CELL VERTICALLLY NAILED TO 2X4 BLOCKING W/ (2) 10d TOE NAILS TYPICAL TRUSS WEBS W/(2) 8d (TYP.) FIRE CAULK g EACH END bxb WWA L4 WIIP NOTE PRE ENGINEERED 2' CLG. 15 LB ROOFING FELT (SHINGLES) OR RBErd`1£SH N I) MASOrR1' WALL PROVIDES Z-HIT ROOF TRUSS g 24' R 1/16' O.S.B. SHEATHING UN.O. PROTECTION PER UL-U9®5 l REQ'OJ O.C. MAX. Mk r25M PSI FIRE RESISTANT OSB 1/16' CONC SLAB STD. 9m" EIOOK e_WEATWIW� WALL NOT SIDE OF I/2' GYP WB OVER (SEE DETAIL ON BHT. 83) " MIN. GAP ll) "5 VERT. IN FILL CELLS (SEE a '. " a °• 3■MIN. 2X4 LEDGER g 48' O/C MAX. SIMPSON RBG 0 36' O.C. W/ b-10dx1 1/2' / \ PARTY WALL- FOUNDATION PLAN FOR LOCATIONS) =o a VERTICALLLY NAILED TO 2X4 BLOCKING 48' O.C. MAX. W/ (2J 16d TOE NAILS INTO TRUSS BOTTOM BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS w C31/ MIN. ��\ °• Q 4 v TRUSS WEBS W/(2) 8d (TYP.) NAILS 9 EACH END d GLUED TO ROOF CHORD/SCAB d (3) 1/4'x2 3/4' TITEN NAILED INTO TOP/BOT. PLATE ONLY EACH. SIDE OF ' . ° � � l5 LB ROOFING FELT ISHINGLESJ z � TYPE S MORTAR (TYP) n"P // �•!• — °v• ' / SHEATHING SCREWS INTO MASONRY. NOTE: RBC STEEL 'H' STUD 8 GONG. BLOCK (TYP.) �\ \\ 2' CLG. RUNNER 1/16' OS$. SHEATHING UND. CLIPS TO BE INSTALLED PRIOR TO ' SEE WW FOR ONE STORY d �i j �\ \� FIRE CAULK —,,,,FURRING STRIP INSTALLATION 2X4 BLOCKING W/ (2) 10d TOE NAILS ®EACH END N Q L P G/86 FOR TWO STORY REEF AIFO /�\�\// / \/�\/ 6 MIL VAPOR } ENGINEERED PRE ENGINEERED ROOF TRUSS 4'x4' INFECTION PORT g \9� ( NE 3`1OiQ \� BAD FIRE RESISTANT OSB 1/16' SHEATHING PERPENDICULAR TO WALL 6 24' O.C. MAX. Ix P.T. BASE NAILER EA. FILLED CELL (TYP.) CLEAN POISONED AND COMP. 8" 2'-0" (TWO STORY) 8" ROOF TRUSS g 24' SOILI�i1G MODIFIED PROCTOR O.G. MAX. 4' ON EA_ SIDE OF WALL NOT R30 INSUL. MIN. 6x6 W1.4xW1.4 WWF MR '�`' D1551) (2) LAYERS I'x24' PROPRIETARY TYPE .X' STAGGERED OVER PARTY WALL GYP. PANELS INSERTED BETWEEN 2' FLOOR d BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS 2 x 4 SYP'2 AV LONG SCAB 0 EACH (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. `r ' ° ° CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN NAILED INTO 2x4 LEDGER ONLY 6 EACH. SIDE OF STEEL RBC CLIP W/ 10d 0 3'O.C. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. I' ° � 2-�IOUR MSS. FIREWALL LJ/ 5TEF' SECTION ,4 ADJACENT PAIRS OF GYP. PANELS. 1H, STUD 2' FLOOR RUNNER W/ 3/I6' Dla. O.C.CEILING, 8' O.C. WALLS d 4' O.G. EDGES °� (U LAYER 1/2' HIGH STRENGTH OR x 1 3/4' TAPCONS g 16' O.G. MOISTURE BARRIER SCALE: 3/4"=1'-0' Oj�p 5/8' GYP, WB. W/ 1-3/8' DRYWALL STD. W' HOOK (SEE DETAIL) /\ �j � \ STD. 90° HOOK 2 FLOOR RUNNER W/ I P.T. NAILER (4) "5 CONT. / 3/16' DIA. x 1 3/4' NAILS OR DRYWALL SCREWS 1' O.G. 8'x8'XIb' CONC. KNOCKOUT BLK W/ _ 0 INSUL. MIN. CEILING, 8' O.G. WALLS d 4' O.C. 105 ROD CONT. FILLED W/ GROUT USP HTA20 is END OF TRUSS W/ 10-LOCI x 1 1/2' NAILS ON 3 CHAIR 8' T-0' 8' (SEE DETAIL) TAPCONS g 16' O.C. EDGES INTO TRUSS d 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2 -STORM' FARTYWALL SECTION STD.'30' HOOK 2 x 4 SYP"2 x12' LONG SCAB 0 EACH R-3 MIN INSUL. PER FBC PROPRIETARY PANELS NOTES: 144 (2004 ED.) 513-602.1ABC.1.l (SEE DETAIL) SCALE: N.T.S. I) SEPARATION WALL IN THE R� CLIP W1 LOCI � 3 O.C. �O ROOF SYSTEM PROVIDES R-3 MIN. INSUL. PER\-SIMPSON RBC 0 36' O.C. W/ 6-10dx1 1/2' NAILS INTO NOTES: (I) 05 VERT. IN FILL CELLS (SEE 2-HRS PROTECTION PER S FBC (2004 ED.) TRUSS BOTTOM CHORD/SCAB d (3) 1/4'x2 3/4' TITEN 1) SEPARATION WALL IN THE ROOF FLOOR PLAN FOR LOCATIONS) ASWI000 513-602.1.ABC.1.1 SYSTEM PROVIDES 2-HR5 PROTECTION (1)115 VERT. IN FILL SCREWS INTO MASONRY. NOTE: RBG CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION PER S ASWI000 2) MASONRY WALL CELLS (SEE FILL 2) MASONRY WALL PROVIDES 2-HIT5 (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 d PROVIDES 2-HR5 (TYPICAL ON BOTH FACES OF WALL) PROTECTION PER UL-UW5 (2) LAYER:, UNDERLAYMENT FOR ROOF PITCH S 4:12. PROTECTION PER UL-UW5 CELL PLAN FOR 1 x P.T. NAILER INSTALLED AFTER INSTALLING RBC's 12 LOCATIONS) (1)5 VERT IN FILL CELLS (SEE PRE ENGINEERED WD TRUSS g 24 O.C. MAX. 8 x8 XI6 CONC. KNOCKOUT BLK SHINGLE ROOF (1) 05 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) FILL CELL PLAN FOR LOCATIONS) W/15 ROD CONT. FILLED W/ GROUT SEE FLOOR PLAN NOTES (2) 2 x 8 P.T. LEDGER W/ I/2' WEDGE 15 LB ROOFING FELT (SHINGLES) FOR REQUIRED (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. SHEAR=13400 d MIN. CONNECTION RRICANE ANCHOR 9 EACH TRUSS ANCHOR (MIN. SHEAR=13400 d MIN.TENSION=530•) W/ 3 I/2' MIN. LILL (SEE UPLIFT SCHED-) W/ METAL PL. TENSION=5300) W/ 3 1/2' MIN. C0 EMBEDMENT 9 16' O/C (2 ROWS) ? � ' NDER EA. TRU55 TO OUTSIDE OF WALL. EMBEDMENT 9 16' 0/C (2 ROWS) —1 4'x4' INSPECTION PORT 4 x4 INSPECTION PORT 2-ROWS E NAILS 1/Ib' OS$. FIRERATED OR REG. EA. FILLED CELL (TYP.) 3/4' PLYWOOD DECKING GLUED AND EA. FILLED CELL (TYP.) 2X CRIPPLES I(12" O/C 3/4 PLYWOOD DECKING GLUED AND Q EACH FACE OR 3-ROW5 „ NAILED W/ Sd COMMON e 6 O/C -A Ix P.T. BASE NAILER W/ USP SPT24 TYP. 12d NAILS STAGGERED 0 INSUL. MIN. _ PER ROOF PLAN SEE ROOF q s1 NAILED W/ Sd COMMON sI 6 O/C Ix P.T. BASE NAILER EDGES AND 12' O.G. FIELD NAIL FLOOR TRUSS TO LEDGER TOP AND BOTTOM NAILING SCHED. ON BHT. SNI 12' O/C FOR 2'x10' OR EDGES AND 12' O.G. FIELD NAIL FLOOR TRUSS TO LEDGER TD. W' HOOK W/ 4- 10d TOENAILS (TYP.) 1/2' GYP. W$. OR 3/8' STD• W. HOOK W/ 4- LOCI TOENAILS (TYP.) 1/2' GYP. W.B. OR 3/8' (SEE DETAIL) 2ND FLR •WHEN STUD LENGHT GREATER HEADER s+- (SEE DETAIL) PLYWOOD/TYPE 2-M-W 1/2' HIGH STRENGTH OR 5/5' GYP WB W/ ALUMINUM PLYWOOD/TYPE 2-M-W 2ND FLIT 055 (DRAFTSTOPPING) IS LESS THAN 12" USE 13/8' DRYWALL NAILS OR DRYWALL DRIP EDGE 055 (DRAFTSTOPPING) TO BE NAILED W/ Sd = = L6TA30 STRAPS AlT SCRWS.1' O/C CEILING d 8' O/C WALLS ALUMINUM FASCIA TO BE NAILED W/ 8d �„ = COMMON 6' O/C TO ONE N 8'x8'xl6' GONG. EAGI-1 STUD WRAPPED COMMON 6 6' O/C TO ONE 8'x8'xib' CONC. OVER TOP PLATE d ■ 2x4 SUB FASCIA "v SIDE OF FLOOR TRUSS I' P.T. ,• : KNOCKOUT BLOCK W1 NAILED TO HEADER I P.T. NAILER 12 UN.O. SIDE OF FLOOR TRUSS KNOCKOUT BLOCK W/ I' P.T. :; ,.r FOR AN AREA 51000 SQ. (I)'5 ROD CONT. MOISTURE BARRIER 2' ALUMINUM FOR AN AREA <1000 SQ. NAILER (U "5 ROD CONT. FT d SEALED NAILER FILLED W/ GROUT EACH SIDE W/ 11 -LOCI DOUBLE 2 x 12 n SYP STD. W' HOOK (SEE DETAIL VENTILATED SOFFIT FT d SEALED FILLED W/ GROUT PENATRATION AREAS W/ TOP CHORD NAILS CJ. 4 HEADER W/ I.) FLITCH 8'x8'X16' CONC. KNOCKOUT BLK PENATRATION AREAS W/ TOP CHORD PLATE (UN.O.) FOAM. DRAFTSTOPPING BRG. FLOOR TOP CHORD BRCS. ��• DRAFTSTOPPING BRCS. FLOOR TOP CHORD BRG_ LOCI NAILS m 8 W/15 ROD CONT. FILLED W/ GONG. SHALL DIVIDE THE SYS FLOOR SYSTEM SMALL DIVIDE THE SYSTEMFLOOR SYSTEM O/C TYP. CONCEALED SPACE INTO CONCEALED SPACE INTO FILLING AND R4.2 MIN. INSUL. APPROX. EQUAL AREAS. DOUBLE 2x4 APPROX. EQUAL AREAS. -3 MIN. INSUL_ PER FBC CRIPPLE STUD BLOCKING AS -3 MIN. INSUL. PER FBC (2004 ED) SI3-602IABC.1.1 TYPICAL (UN REQUIRED FASTENED Ix P.T. BASE NAILER 12004 ED.) SI3-602.1ABC.1.1 (1) LAYER 1/2' HIGH STRENGTH OR 5/6' GYP. (1) LAYER 1/2' HIGH STRENGTH OR 5/8, GYP. WB. (OR 5/8' GYP. TYPE 'X' 0 GARAGE W/ . . TO HEADER W/ (2) (2) 2 x 8 P.T. LEDGER W/ 1/2' WED (1) 5 VERT IN FILL CELLS LLB. (OR 5/8' GYP. TYPE 'X' is GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8' ROWS OF 12d s Iro' ANCHOR (MIN. SHEAR=1340R d MIN. (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL SCRW5.1' O/C UNLESS NOTED TEN5I0N=5300) W/ 3 1/2' MIN. LOCATIONS) DRYWALL NAILS OR DRYWALL SCRWS.1' O.C. CEILING, 8' O.G. WALLS d 4' O.G. EDGES OTHERWISE EMBEDMENT g 16' O/C (2 ROWS) O.C. CEILING, 8' O.C. WALLS d 4' O.G. EDGES 2'x4' STUDS TYP. 3/4' PLYWOOD DECKING GLUED AND NAILED W/ z ul TWO STORY PARTY WALL SECTION 5 F(REWALl DETAIL � D P.T_ $OT. PLATE 8d COMMON e 6' O/C EDGES AND 12' O.C. FIELD u L_ FLOOR TRUSS 4'x4' INSPECTION PORT AT CL SCALE:N.T.S. EACH FILL CELL TYPICAL ;n LITE TEXTURED `�� SCALE:NT.S. �P I/2' GYP. W$. OR 3/8' Q DECORATIVE FINISH PLYWOOD/TYPE 2-M-W UPPER FLOOR 055 (DRAFTSTOPPING) TO ti;• i BE NAILED W/ 8d COMMON �( STD. W* HOOK (SEE DETAIL m 6' O/C TO ONE SIDE OF FLOOR TRUSS FOR AN `r AREA < 1000 SQ. FT d R42 MIN. NAILED FLOOR TRUSS TO SEALED PENATRATION LEDGER W/ 4-10d TOE NAILS HEADER SUPPORT NO. OF JACKS i STUDS REa AT OPENIWSS OPENING 2' x 4' WALL 2' x b' WALL SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END (1) (2) (U (2) (2) (3) (2) (2) (3) (3) (2) (3) /BEAM SEE PLAN FOR REQUIRED CONNECTIONS AREAS W/ FOAM. INSUL. DRAFTSTOP DING SHALL TOP CHORD BRG. 8'XS'xlb' CONC. KNOCKOUT LOAD SEARING/EXTERIOR FRAME DIVIDE THE CONCEALED FLOOR SYSTEM BLED SOLID W GROU CONT WALL HEADER DETAIL 1"I SPACE INTO APPROX. EQUAL AREAS. Ix P.T. BASE NAILER 2X4 BLOCKING W/ (2) 10d TOE NAILS e EACH END 3/4' PLYWOOD DECKING PER J/56. FIRE CAULK 2' CLG' 15 LB ROOFING FELT (SHINGLES) 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR 5/8' RUNNER GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM USP HTA20 6 48' O/C, W/ 4' EMBEDMENT INTO 1/16' O.S$. SHEATHING UNU. ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL 8' CMU WALL KO. BLOCK d 10-10d NAILS INTO BLOCKING FIRE RESISTANT 055 1/16' SCIRWS.1' O/C CEILING d 8' O/C WALLS ARCHITECTURAL SHEATHING 4' ON EA. SIDE OF FINISH " MIN. GAP WALL NOT STAGGERED OVER 24' MIN. (l) 5 VERT. IN FILL CELLS (SEE (2) LAYERS I'x24' PROPRIETARY TYPE PARTY WALL LAP SPLICE I FOUNDATION PLAN t NOTES) w �. =.r X GYP. PANELS INSERTED BETWEEN 2 BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS I''4' 6' 6' -4� 6' 6' 1'-4' FLOOR d CLG. RUNNERS W/ 2' STEEL H NAILED INTO TOP/BOT. PLATE ONLY is EACH. SIDE OF TYP. TYP. Ix WD FURRING ®24' O C. -` DBL. KO. STUDS BETWEEN ADJACENT PAIRS OF STEEL 'H' StUD _ o o o BASEBOARD _ a BLOCK PER •+ ' GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS a EACH END o 0 0 0 0 o MIN 2500 PSI CONC. SLAG (MIN 3000 PSI GONG. SLAB DETAIL J/S6. :�': ; ', PRE ENGINEERED ROOF TRUSS SPLICE FOR HERNANDO CO ONLY) 4'x4' INSPECTION PORT AT PERPENDICULAR TO WALL s 24' O.C. MAX. SPLICE BEYOND EACH FILL CELL TYPICAL R30 INSUL. MIN. FART. ELEV. VIEW 5 ; Cn " PRE- ENGINEERED 2' FLOOR RUNNER W/ 3/1W DIA. (1)LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. \ FINISH GRADE •. - 2X4 SYP"2 DIAGONAL (45°) FLOOR TRUSSES 6 x 1 3/4' TAPCONS a IW O.C. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS.1' 1/2' WEDGE ANCHOR (MIN. SHEAR=13400 d MIN. TENSION=5300) W/ 3 1/2' MIN. EMBEDMENT \ �° ■ :+: * SHEAR BLOCKINGS BETWEEN 24' O/C MAX. STD. 90 HOOK (SEE DETAIL) O.C.CEILING, 8' O.C. WALLS d 4' O.C. EDGES bxb WI.4xWl.4 ��\�j\�/ - > a g /�\/�\\/ - z ; BLOCKINGS W/ (2) LOCI TOE NAILS EA. END. 2X4 SYP"2 BLOCKING ® 8 x8 XI6 CONC. KNOCKOUT BLK W/ MOISTURE BARRIER , 6 MIN. DBL. K.O. BLOCK WUF OR FIBERMESH \ \ \ \ P.G. LINTEL 48 OE 105 ROD CONT. FILLED W/ GROUT I P.T. NAILER 16' O/C A. PER PLAN. NAILS g EA. ENDdIT rrPir USP HTA20 a END OF TRUSS W/ 10-10d x 1 1/2 NAILS STD. 90' HOOK 8' CMU WALL INTO TRUSS d 4' EMBEDMENT INTO CONCRETE (NOTE: (3) • 5 RESAR ON 3' CHAIR I$ �� (SEE DETAIL) - MIN. INSUL. PER FBC INSTALL HTA20's PRIOR TO INSTALLING THE W/3' MIN. CLEARANCE PROPRIETARY PANELS 12004 ED.) SI3-602.IABG.1.1 (20 p TYI 2 -STORY I WALL SECTION J WALL NOTES: (1) 5 VERT. IN FILL CELLS (SEE I) SEPARATION WALL IN T14E ROOF FLOOR PLAN FOR LOCATIONS) 24' MIN (2) 2x8 LEDGER P.T. LEDGER SCALE: 3/4'=I'-O' C.i�O SYSTEM PROVIDES 2-HITS PROTECTION LAP SPLICE ATTACHED TOGETHER W/ ASWIOOO � FIREWALL DETAIL a TRUSS 2-ROWS 10d 9 6' O/C SHEAR WALL DETAIL C MGAA L PROVIDES 2-HITS PROTECTION PER UL-U905 PERPENDICULAR TO WALL E PART. PLAN VIEW SCALE:N.T.S.j(o SCALE:N.T,S.j(o LEDGER LAP SPLICE DETAIL SCALE: 3/4' =1' -O' DANSCO IDE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o Ln w Z OLn� co z amM MM go Z en ao w 12 WJ z j V) W Z = W cn U 0 0 Lu QZ Z U Q O Z ~ n- ED TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT =:W. 18) WIND ZONE THIS DRAWING AND DESIGN S VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2XIS LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUR10RIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 EN EER SEAL: C 15 2008 SHEET TITLE: NY TORY SECTIONS el LS MONO I(MONO) ) � � SH li 11001lF TION: JOB N \`, 0757 DATE ISSUE DRAWN BY: REVIEWED BY: T S6 00 V Z 0 J D m 00 N i LO I M r LO T_ ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN,) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD C❑NNECTI❑NS TO BE GLUED (PL 200) AND NAILED (MIN. (2)1601), 1 3/4 x 11 j VL 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BL❑CKING —D 2x4 PT NOT INT❑ ii STRINGER —D - -,zxl2 BL❑CKING 7OR '—i x 4 20•bkc0n9TRAP NAILED TO E RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF .:A" & 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 1-10INCHES. (RE. FBC R311.5.6, 2W4 EDITION) HANDRAIL DETAIL SCALE: N.T.S. JOIST M7111�7 SYP 2x12 2x12 SYP STRINGER MUST CONTACT WITH L 4 PT NOTCHED INT❑ STRINN D NAILED TO FLOOR WITH C STRINGER CONTACT P❑INTS 2x4 CUT ON ' BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECTI❑N VIEW "A/' SCALE: 1' = V-0' STRINGER MUST MAKE FULL CONTACTWITHLANDING J 2x SYP CUT TO F BEARS IN WALL 2x12 SYP BI IN WALL �— 2x6 SYP E 2x4 PT NOTCHE AND NAILED TO 2x4 CUT ON AT STRINGER CI BEVEL DOES NOT BEAR IN WALL SECTI❑N VIEW "D" SCALE: 1' = V-0' FILLER STRIPS AD PLYWOOD GLUED & SCREWED To PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLN❑SE DETAIL SCALE: 1' = 1'-0' R 2x4 GLUED AND NAILED ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4' RISER CUT TO FIT MAINTAIN BETWEEN j' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER 1x4 GLUED AND NAILED BL❑CKING FOR TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP x12 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS oo x4 BL❑CKING FOR 42PT UNDER 2x12 C 2x4 SYP BLOCKING FOR STRAP (SIMPSON TAZ15) TTACH ALL COMPONENTS BEHIND RISER OF STAIR TO CONC. W/ i' X 2 J' TAPCONS @ MAX, 32' O.C. SECTI❑N VIEW "B'/ SCALE: V = V-0' 2nd RISER TREAD--,,,,. I GLUED AND NAILED TO STRINGER DRAFT 2 SYP DRYWALL IP MUST NOT 1CH STRINGERS :4 BL❑CKING FOR :42PT UNDER 2x12 SECTION VIEW "E" SCALE, 1' = 1'-0' N❑TF THE"' SPEC TO 1 CON"' PLAN iLl mill 2x4 BL❑CKI 2 xtd I I'' DR FT JJOP V1 DR FT JJOP 11 11111 11 2x4 PT NOTCHED INT❑ 2x4 PT NOTCHED INT❑ C STRINGER AND xli'_ SYP DRYWALL STOP STRINGER AND x12 SYP DRYWALL STOP IL TAPC❑NED INT❑ FL MUST NOT TOUCH TAPC❑NED INT❑ FL MUST NOT TOUCH WITH GLUE AT 2NRkII* SIN KNEEWALL FOR 2x12 WITH GLUE AT GISUIRINOM NAILED TO STRINGER STRINGER CONTACT x4 MUW� ND NAILED TO STRINGER STRINGER CONTACT R DRYWALL SPACING POINTS E FOR DRYWALL SPACING POINTS B H SECTI❑N VIEW E SECTI❑N VIEW SCALE: = V-0' - SCALE: = V-0- 2X4 CUTON BEVEL GLUED AND NAILED TO LVL SCAB 2x4 GLUED AND NAILED 2x12 SY STRINGER//r� : r(EACH SIDE) TO BOTTOM EDGE ❑F 242 STRINGER / --I-=PROVIDE M❑I: PR❑TECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ j' X 2 J' TAPC❑NS @ MAX. 32- ❑, —lx4 GLUED AND � NAILED TO STRINGER SECTI❑N VIEW "C// SCALE: 1' = 1'-0' TOP OF STRINGER CONN. TO BOTT❑ OF NEWEL POST PER CONTRACTOR El FOR GIRDER PR❑VIDE SOLID OR 1 j x 11 j BL❑CKING BELOW ALL ftl VL NEWEL POST FROM J❑IST TO J❑IST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTI❑N VIEW "C-LV DLULKIINU SCALE: V = 1'-0' SCALE: 1' = V-0' NOTE: 2x12 DRYWALL STOP NOT SECTION VIEW F SHOWN SCALE:' = 1-0' NOTE- HANDRAIL SHALL BE 42' ADV. END OF TREAD W / PICKET -- - YWALL JOINT RYWALL TO VER JOISTS) OPT. P I GKET RAILING NTS NEWEL POST LET INT❑ THE BLOCK PR❑VIDE BL❑CKING STUD NAILED ILUED TO TOP 4 CUT INT❑ RIM ND, UED AND NAILED TO ARING WALL BELOW YWALL JOINT RYWALL TO VER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE, AS NOTED 2X12 BLOCKING FOR NEWEL POST TO ANCHOR TO, (GLUED AND NAILED) FLOOR JOIST I: 2X6CAP Q 1/211 DRYWALL 2 jC 4 FRANC HALE WALL DETAIL @ LOFT WOOD PICKETS SPACED @ 4' G/G 6UARDRAIL5 SHALL BE ADQUATE IN 5TREN61-H, DURABILITY AND ATTACHED AS DESCRIBED IN SECTION R312.2, FRG 2004 OPTIONAL P I GKET DETAIL @ LOFT GUARD AND HANDRAIL NOTES • 1012.3 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2004 R311.5.6.2 . • HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 20041009.11 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 20041009 DANSCO 2x4 BL❑CKI 2 xtd I I'' DR FT JJOP V1 DR FT JJOP 11 11111 11 2x4 PT NOTCHED INT❑ 2x4 PT NOTCHED INT❑ C STRINGER AND xli'_ SYP DRYWALL STOP STRINGER AND x12 SYP DRYWALL STOP IL TAPC❑NED INT❑ FL MUST NOT TOUCH TAPC❑NED INT❑ FL MUST NOT TOUCH WITH GLUE AT 2NRkII* SIN KNEEWALL FOR 2x12 WITH GLUE AT GISUIRINOM NAILED TO STRINGER STRINGER CONTACT x4 MUW� ND NAILED TO STRINGER STRINGER CONTACT R DRYWALL SPACING POINTS E FOR DRYWALL SPACING POINTS B H SECTI❑N VIEW E SECTI❑N VIEW SCALE: = V-0' - SCALE: = V-0- 2X4 CUTON BEVEL GLUED AND NAILED TO LVL SCAB 2x4 GLUED AND NAILED 2x12 SY STRINGER//r� : r(EACH SIDE) TO BOTTOM EDGE ❑F 242 STRINGER / --I-=PROVIDE M❑I: PR❑TECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ j' X 2 J' TAPC❑NS @ MAX. 32- ❑, —lx4 GLUED AND � NAILED TO STRINGER SECTI❑N VIEW "C// SCALE: 1' = 1'-0' TOP OF STRINGER CONN. TO BOTT❑ OF NEWEL POST PER CONTRACTOR El FOR GIRDER PR❑VIDE SOLID OR 1 j x 11 j BL❑CKING BELOW ALL ftl VL NEWEL POST FROM J❑IST TO J❑IST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTI❑N VIEW "C-LV DLULKIINU SCALE: V = 1'-0' SCALE: 1' = V-0' NOTE: 2x12 DRYWALL STOP NOT SECTION VIEW F SHOWN SCALE:' = 1-0' NOTE- HANDRAIL SHALL BE 42' ADV. END OF TREAD W / PICKET -- - YWALL JOINT RYWALL TO VER JOISTS) OPT. P I GKET RAILING NTS NEWEL POST LET INT❑ THE BLOCK PR❑VIDE BL❑CKING STUD NAILED ILUED TO TOP 4 CUT INT❑ RIM ND, UED AND NAILED TO ARING WALL BELOW YWALL JOINT RYWALL TO VER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE, AS NOTED 2X12 BLOCKING FOR NEWEL POST TO ANCHOR TO, (GLUED AND NAILED) FLOOR JOIST I: 2X6CAP Q 1/211 DRYWALL 2 jC 4 FRANC HALE WALL DETAIL @ LOFT WOOD PICKETS SPACED @ 4' G/G 6UARDRAIL5 SHALL BE ADQUATE IN 5TREN61-H, DURABILITY AND ATTACHED AS DESCRIBED IN SECTION R312.2, FRG 2004 OPTIONAL P I GKET DETAIL @ LOFT GUARD AND HANDRAIL NOTES • 1012.3 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2004 R311.5.6.2 . • HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 20041009.11 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 20041009 DANSCO ENGINEERING, LLC P.O. BOX 34W Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o Ln w O�� � r-T f7 � fh am,O� a W cr1 N 0c� r -j aOLL 9.00 z a 3 Ff0- Ww z o U-1 c j W Z 0 � � W Q fie m: Z Q 30 0 pU Z a- Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2DD4 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 3 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE HT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SiRUCIHRAL PORTION OF THIS DRAWNNG ONLY. 2007 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER VATHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. © =7-1HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DAPSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. # 66715 ENGINEER SEAL: DE 20 SHEET TITLE: STAIR DETAILS SHE IF TION: JOB NO.. ' 0757 \t DATE ISSUE (� DRAWN BY: 9, REVIEWED BY: STAI R rNlll� Exterior Research & Design, L.L.*C. 1_� / Building Science and EnvWope Consultants ERDV Cartificate of Authorization "So3 September 20, 2004 RE: Certification of Independence, Florida DCA Rule 9113-72 To Whom It May Concers: This letter serves to document the following in accordance with Horida DCA Rule 913-72: I . ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it tests or evaluates. 2- ERD is not owned, operated or controlled by any company manufacturing or distributing products it tests or evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manuriliacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Please contact our office with any questions. Sincerely, Robert Nienninen, P.E. Florida Reg. No. 59166 General Manager, ERD East Cell: (203) 80-5614 Email: robertnQexciesign.corn Main Offic.:24127" AVOW - Suit. 10 1 - Seattle, WAVA I 19 -V.i..(206) 467-0054 -Fax (206)467-5840 Laboratory: 600 W. Nickerson St - Seattle, WA 901 It - Voice (206) 2919-3620 - Fax (206) 290-3136 ERD East: 2 Mattoon Road * Waterbury, CT 06708 - Voice (203) 596-7814 - Fax (203) S96-7458 Miami -Dade NOA 08-0423.01 MIAM MIAMI-DADE COUNTY, FLORIDA M METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OVIFICK (BCCO) 140 WEST PIAGLKR STREET, SUITE 1603 PRODUCT CONT'R01, DIVISION WAMI, FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2M NOTICE OF ACCEPTANCE (NOA) Southeastern Metal Mgmlifociloriing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). Ibis NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in awn other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fili Is to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, mcxlif�G or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dadc County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, End has been designed to comply with the Florida Building Code, including Me High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall beer a permanent label with the manufacturees name or logo, city, state and following statement: 'Mianli-Dade County Product Control Appruved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NCIA will occur after the expiration date or ifthere has been a revision or change in the materials, use, andtor manufacture ofthe product or process. Misuse ofthis NOA as an endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. Ifany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION. A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection atthejob, site at the request ofthe Building Official. This renews NOA 03-1008.02 and consists ofpages I through 3. The submitted documentation was reviewed by Alex Tigera. 10� NOA No 0"423.01 Expiration Date: 04/15/14 Approval Date: 06/85M Page I of 3 017TERIOR RESEARCH St DESIGN, LLC. 2 MATTOON ROAD ,hurtion *9503 WATERBURY, CT 06488 PHONE; (203) 596-7884 FAX: (203) 596-7058 EVALUATION REPORT CortaInTead Corporation ERD Evaluation Report 353Z.09.05 1400 Union Meeting Road FL5444 Blue Sell, PA 19422 Date of Issuance: 09/22/2005 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to comply with the Florida Building Code. DIESCRIPTION: Carriage House Shongle, Centennial Slots, Classic Horizon Shangle, CT20, CT20AR, Grand Honor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TL, Paltriat AR, Presidential Shake, Presidential Shake AR, Presidentiall Shake TLV Preoldential Shake TL AR, XT25, XT25 AR, XT30 and XT30 AR asphalt roof shingles. LAsELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify ERD or Robert Nleminen, P.E. If the product changes or the referenced Quality Assurance documentation changes. ADVERTISEMENT: The Evaluation Report number preceded by the words 'ERD Evaluated' may be displayed In advertising literature. If any portion of the Evaluation Report Is displayed, then It shall be do ie In Its entirety. INSPECTION: A copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for Inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared b Robert I.M. Nienninen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. ER D East does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. ERD East Is not owned, operated or controlled try any company manufacturing or distributing products It evaluates. 3. Rcbert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial interest In any other entity Involved In the approval process of the product. Miami -Dade NOA 08-0423.01 ROOFING AssEhmLy APPRovAL Catestsion: Roofing 5-uhs.111111219M. 07720 Static Roof Vent materials: Steel TRADE NAhM OF PRODUCTS MANUFACTURED OR LABELED BYAPPucANT: Test Product Prw Dimension SpeclOcaltim Descriatki Weather Vent Vent: 4- 1/." x 19'x 46" TAS 100 Galvanized metal roofvent Deck Flange; 24" x 52" Thickness: 0.0217 inch. EyrDENcE SuBmriTED: Tat Aztecy/lden No- ft2irt DRIC PR I Asphalt Technologim Inc.. TAS 100 SEM-002-02-01 09114103 APPROVED APPLICATIONS: Dock Type: Wood Dmk Description; "Im" or greater plywood or wood plank 9) stein Type A: Mechanical attachiriont, of vent for shingle roofs Cutout: Mark a 3 �V x 46" opening centered between layout lines and align ed minimum 6 inches from the ridge. Set blade to thickness of sheathing and out opening. Brush away sawdust and debris. InswIntion: Vents Should be evenly spaced on the raw slope of the roof. Center vent in opening and ad it in a 1/8" thick of asphalt roofing cement. Secure vent to the roof deck with 1-114" galvanized ring dank roofing nails spaced approx. 8" o.c. and I" from the outaide c* of the flange. Use a minimurn of 18 nails per vent Sea] all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Not Free Area: Refer to manufacturers published literature Seranco Off Ridge Vent Installation Detail Center vent in opening and set it in a 1/8" thick of asphalt roofing cement. Secure vent to roof deck with 1-1/4" galvanized ring shank roofing nails spacing approx. 8w o.c. and I" from the outside edge of the fiange. Use a minimi im nf 1 A naila or wilint qcbnl nil nnilc and vent 3n approved ASTM D 4586 roofing cement. )ut size 3 1/2" x 46" _NN­NN t Base size 24" x 52- - \e 0 N "N NN "IN N, I r "N' N. M in. 12" own from ridge line to top of vent base I IN N, "I IN' 1"-10" to top of cut out from ridge N` N� `N Add 2x4 blocking on the flat under vent base NOA No 05-0423.01 ExpirstionDatil: MSn4 Approval Date: 06/11111M Page 2 of 3 :EXDL/ iselors *95403 Rooisimc. AssiansLy EVALUATION: 1. SCOPE: Product Category: Roofing Sub-CategorV: Asphalt Shingles Compliance Statement: Carriage House Shangle, Centennial Slate, Classic Horizon Shangle, CT 20, CT20AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark Tt, Landmark TL AR, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL, Presidential Shake TL AR, Xr 25, XT 25 AR, XT 30 and XT 30 AR asphalt roof shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard YM 1507.2.5 Physical Properties ASTM D3462 2001 1507.2.7 Wind Resistance ASTM D3161 (110 mph) 1999 1505.1 Fire Classification UL 790 1997 3. REFERENces: Raft zxaminothm ROfffl3kMM Underwriters Labs. ASTIM D3462 R684 09/21/2005 Underwriters Labs. UL 790 R684 09/21/2005 Underwriters Labs. ASTM D3161 (to 110) 05CA16778 05/12/2005 Underwriters Labs. ASTIM D3161 (to 110) 03CA12702 06/1612003 Underwriters Labs. ASTM D3161 (to 110) 99NK26506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) 03CA12702 05/27/2003 Underwriters Labs. ASTIM D3161 (to 110) 05NK22800 06/22/2005 Underwriters Labs. ASTM D3161 (to 110) 04CA32986 12,(03/2004 Underwriters Labs. ASTIM D3161 (to 110) 04CA11329 05/24/2004 Underwriters Labs. ASTM D3161 (to 110) OSNK14836 05/22/2005 Underwriters Labs. ASTIM D3161 (to 110) 05NK07049 04/15/2005 Underwriters Labs. ASTM D3161 (to 110) 99NK29506 11/23/1999 Underwriters Labs. ASTIM D3161 (to 110) OSNK16778 05/12/2005 Underwriters Labs. ASTM D3161 (to 110) 94NK9632 05/is/1998 Underwriters Labs. ASTM D3161 (to 110) 03NK29847 10/03/2003 Underwriters Labs. Quality Control R684 Current 4. PnoDucr DescitipritoN, 4.1 Classic Horizon Shangle, CT 20, CT20AR, Patriot AR, XT 25, XT 25 AR, )(T 30 and XT 30 AR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle, Centennial Slate, Grand Manor Shangle, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TL and Landmark TL AIR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake, Presidential Shake AR, Presidential Shake TL and Presidential Shake TL AR are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras is a fiberglass reinforced, 4-tab asphalt roof shingle. END Evaluation Report 3532.09.05 FL5444 Data af Ziesuence: 09/22/2005 Page 2 of 3 Miami -Dade NOA 08-0423.01 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. 'Me instaillation. shall be applied in compliance with the manufammes curresit published application instruction and the mquirments set forth in applicable building code. 3. Tbis acceptance is for installations over asphaltic shin& roofs only. 4. Weather Vents shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code slid Rule 9B-72 ofthe Florida Administrative Code. DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF IMS ACCEPTANCE FIGURE h. FLA64+06 IWALLATM NOA No 08-0423.01 Expiration Dato WN14 Approval D&W WNW Pap3of3 alearlisedon 4105*3 S. LiourTATions: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire classification Is not part of this evaluation; refer to current Approved Roofing Materials Directory for fire rating of this product. 5.3 Installation shall comply with manufacturer's current published Instructions, but not less than the requirements of FBC Section 1507.2. 5.4 All products In the roof assembly shall have quality assurance audit In accordance with the Florida Building Code and F.A.C. Rule 98-72. 6. IPISTALLATIOPI: 6.1 Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FEIC Section 1507.2. 6.2 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special methods of fastening are required. 7. I.Aaeume: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT RiiQUIREMENTS: As required by the Building Official or Authority Having lurisdiction In order to properly evaluate the installation of this product. 9. MANUFACTtRUM PLANTS'. Contact manufacturer or Quality Assurance Entity for specific information on which plant produces which products: Avery -OH, Birmingham -AL, Ennis -TX, Freemont-CA, Norwood -MA, Oxfbrd-NC, Peachtree City -GA, Portland -OR, Shakopee -MN, Shreveport -LA, Wilminton-CA. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 - END OF EVALUATION REPOWr - END EVNIssation Report 3532.09.05 FL5444 Date of Issuance: 09/22/2005 Page 3 of 3 MIAMM MIAMI-DADE COLWN, FIA)RIDA MEMO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE 0111TICE MCCO) 140 WEST FLAGLER STREET, SUITE 160 PRODUCT CONTROL DIVISION M". FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2909 NOTICE OF ACCEPTANCE (NOA) Florida Metal Products I=. P.O. Bar 6310 Jacksonville, FL 32236-010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM (in area other than Mianii Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manuillacturer will incur the expense of such testing and the AHJ may immediately revoke, nxxlif�, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with die Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCREMON: RVIO Aluminum Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has bow filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will cc= after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA WWI be cam for termination and removal of NOA. ADVERTISEMENT. The NOA number preceded by the words Miami -Dade Coturty, Florida, will followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INISPLCMON: A copy of this entire NOA Shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02-0913.01 and consists of pages I throligh 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07-118106 Expiration Date: Olf3lffl9 Approval Date: NA4108 Pap I of 3 FWRE 2t. U44LL FNMW 0 q. V t: L \\J TR NTY Em 15T�KISIAACW & DUIGK LLC. FL CERTFICATE OF AUTWOR17ATION #9503 April 25, 2D08 Jim Brandt CertainTeed Corporation Blue Bell. PA RE: CertainTeed Asphalt Shingles FSC Approval under 2004 FBC with 2006 Supplements and 2007 FBC Dearjim Reference is made to our Evaluation Report 3S32-09.05 dated 09/22/2005, which forms the basis for Florida Statewide Product Approval FL5444. This letter serves to confirm that the following CertainTeed asphalt-shinees, as referenced in said Evaluation Report, Classilied for wind resistance as ASTM D316 1. Class F and ASTM D71 S8, Class H. Carriage House, Centennial Slate, Classic Horizon, CT-20, Grand Manor, Flatter -as. Landmark Landmark TL Ultimate, Patriot, Presidential, Presidential TL Ultimate and XT-251SK-25 Reference is made to FBC Table 1507.110 in the deterrnin2tion of the wind speed jurisdictions associated with these Classifications. Please contact our Connecticut office with any questions. Sincerely, Robert Meminen. RE Vice Preadert Florida Raq� No. S9166 Cell: (203) 11109-S614 Emil: robertnIenvnen@v*wtywd,=n osslGN I --aftULTATION MAIN OFFICE: 80 YESLER WAY. SUITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 467 5940 CONNECTICUT: 353 CHRISTIAN STREET. UNIT 13 1 OxFoRo. CT 06478 1 TEL 203 26Z 9645 1 FAX: 203 262 9243 LABORATORY: 10 MAUNEY COURT I COLUMBIA, SC 29201 1 TEL 1103 990 913) 1 FAX; 203 909 9111 ROOFING SYSTEM APPROVAL C-atialory-, Roofing Sub-Critaialry: Ventilation bloterial: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BYAPPuCANT: Test Product Prodact Dimensions Specification Description RVIO Aluminum 7-s/." x 10'-0" TAS 100(A) Ridge ventilation system Ridge Vent EVIDENCE SUBMITTED: Test Aneacy Test Identifier Description Date Center for Applied MTS 257414a TAS 100(A) September, 1995 Engineering, Inc. GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 3. RV 10 Aluminum Ridge Vent. Shall comply with applicable building code. 4. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 5. RV 10 Aluminum Ridge Vent WWI comply with 1517.6 of the Florida Building Code (FBC) NOA No.: 07-iiog-96 Expiration Date: OU31/09 Approval Date: 02n4/08 Page 2 of 3 FIGME 33: COMM MAIL APPROVED APPLICATIONS: Trade same: RV 10 Aluminum Ridge Vent System Type A: Mechanical attachment of ridge vent system over asphalt composition shingles. cutout: Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Ridge Pole Construction: Cut shall be 3-'A" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent scaled with 100% silicone sealant. RVIO Aluminum Ridge Vent shall be 4- longer than ventilation slot as to provide, a base for the and plug. Apply IK" wide bead of 100% silicone sealant caulk to the bottom flange of the RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge Vent in place using V/2" aluminum ring shank roofing nails 6" o.c., with the first nail I%" to 2" form the vent end. All nail heads and vent section joints shall be sealed with 100% silicone sealant. Install Florida Metal Products, Inc. High Wind Straps over each end offidge vent, all connections between sections, and at a maximum of 3 fL intervals over the remainder ofthe vent using four 1-11/2 " aluminum ring shank roofing nails per strap. Ridge Shiagle: None Ventilation Calculations: Refer to manufacturer's published literature Mialmant Slope: 2:12 DETAIL 5-3/41' V2�' RVIO Aluminum Ridge Vent END OF THIS ACCEPTANCE NOA No.: 07-1105.06 Expiration Date: 01 /31/09 Approval Date: 02114108 Page 3 of 3 A4J_11NCX INSTALLATI-lablN . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . & A_' 2 . . ........ . . .......... ........... FLASPONG MAILS N V 1, R,, ........ . P i�� 5 N Al.<&- KIA&L Wli A Ilk A � Al Wrfi, FLASHING DETAIL. AT CRICKETKNEEWALL MTERSECTION -6--o CD CD C_ Cn -00 > C) c- 16._ CL 2 c:)_ o CU CU -cu Cn Q 0 0 2 = 0 = 0 U_ CU %+- 0 cu > Cn -0 E 02 0 CL CG CU 402 -0 C C/) < 0! 14 Z Z W =I C:= (D co 0 an In C) Cn CU Fee- 00 Co < Z_r < SHEET NO. 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Ibis .0 y� Apply doe previtmok mro.ocd 14' k"A litect, -1 old .b.o Ill, : OFAW 6. eithilk covento So Ismits" L" Th. mm be doe boo. dese .W SM.O. v1poo, 11�;M. ___ .__ __ _ __ ,.qp- *---- "' - ­ _", * LamtkAtoof skin8iles, MW doe VIM Force tiler mod above, Ole recoad-tioxotir Ami # Solop cluoilibres to ow. sibbioAr ,A IN, ;mmc* Aspect proybe a uniffiva suiel strAigh; edge thus voll belp proorom sumor 7'0 Imm /be carrrvi,f Pmvedaross JEW instawng CkOtxWfood s koolers' We a ',5410pleft W7 ., It .fwt*- I, I i cuismilic vroh crops, Mum. rlit. -.com Ir shmob, - Go be --.-----.dgWf�-.-.--.-.�- ---- Im. thirdiew-Amo, CA 25948 tbrite-tab O" strop shinSks. pmft..d, N blimed-oll, stperst the *lboceiw I"siblughes. CHIMNEY FLASHING i. thicumbou. die imbid ou it* mum coposer coult Ity, a cloor a Mane dialikeo, ore loboar by about 20 percept it= spiritual do, . � . . . - - � - - . 3, A* the prestumily missood I'v loon pw Wr sold show rhe EcTion as Awn 5 I,v (14i miAl. it-, R-Put; "&I the 4** -kw 4 Apply 0* prol-h reflooll-if _' kipt j*iNCC ft- III, -.d _.__1 ­- _". _­­_..__.­­ .... . ­­_ -­ _­­ LOW SIAM IINI)Z"'UPT,. (mr lorreir of WiskiGuittil- i�-� - I I - possible to Ike orno, Wp of the rumd, Thuh, will holp boill the fics, Amore, to mcbell. th" Moo.lom 131/4' bI 34 W. The Min mmwsmwowxwmim 4V(2111z) fbir'Leve-Alikille -- -, .,dub- dic homoh.- Aimyoll, Witerproofing Somitile, thodid.1mat -to.q.1yolay-, Or Mo hip- / - . , raise *WW do" sod plorklo, touid petilecticto obdust .will suboonliket; o(recork shubbis cornputed to illomford sholom to the SUIS' CAUTION: UNit dowthirr fivibililid- oulidumb; viso -it 1. - `1111ITIMS' (ONNO MTN TNI 11PIPMSE . lotxmwc COURSE& E.Od Ship FWWM courl" . UNIN -..I thereed so. Wk Ism thur UWMMAWLMM AD LUML4W U W� .Applosh 4. Apply the previously minew r long piece ham the seemed WAINDWOMS Of 3& (915 on) ,kk hill ifiblor modribefirlool lipprol 19 (485 ") - 11 ... . I I. how &be A" W.-pin procebre op Ibe Moll. Ill-.11h, .hkh CON&I smit ou do"mil ellp. possibility d 0 -21MZ e- - .dub- the balik-coursiAboe, ,41"Upoluble Pool ommmmmnr$pmmommwl S. wad. kill Ai"Lerelpaid theright *..f esch Ali* 1. olitoib-ppled-th-mmer.of . , . .,- 1, Coluplar - - doumofmomot Id Amothel. I. Ifyou, - -4 drip .%,. let Use dater Aftle eimeod M - Tot No dimbomp W rereaks is dis the nexina me" for IV* Ambles at h6 vit A Off ovio boult No petuille s Quis A i. I"d . too $hit,* qvilm the fthe acts, 0 coch *I* 0 Suirm CoultsL. AIM N.0% 11 PI*Md - 'IlTMAINg'medmole olliell mr-Out coiloo.0 - dirAllook fee. IllsomistIa 11111 col!M W dmftjik� Air, "SKMOU"WXMINvilsor THE ROOM O1CR- MUST N AT IAULVP W NA ous) dimis - __ pNochowim'" � 2"(11=4 �7' 807.mj ducisdigodEs. rulaundevesby I'll. Ifyou som notim"drop clioulftflii-12,blWaloom-mon"mud OnteUvAormftDepodjq"dwpr*tt.ti�tm.Oud*W kmw.g. �.-.�.k,gd.ds-�b-.Wl,�lL�bo��,N.dM., .* 10 sible, - the Actual 4 doft sell tube "witsee Of the full Mwk tells culmstIff mursuely Is 70 roph, 90 alpb. 90 Mo. or A 10 0* Still. dor vAd rporust W ft"Ith Ek. I - Lou, Coromiliciii Silmle, (P.-crit TO'. 38 V.*), Or th-tob s,vlf- O."th,if boom 1, a my.ppocium - Nuoure, toll mpbob " 1-1, Ta RO(W. Kr3l, 113730 11, Xr2t 020, - `�'_"Amrcooi hb &I I .1, up to 80 mob. 90 -vb A, I 10 v* Alin filimpkill CORTNKW46 up "A AW. "Alog Iliftelft orills the low, IM, pordmis retwood. He - thul , < . . ioplu,blitherstoomabootexhild- rdiesioulleoplusby3W. Th. Imooll.d. of a boobb'dicummo.-Nio,ple, ­ merric ,ov'soulcopouso velvii2vq? CONVINVING I pl...ol'. �Ie' (11 -) thick -er, ur-mvil V (15. ) HALFalfbIll MFn= T ". 5�1upoilotio.stowcousesiolloigtill. I ,IRYW2) ,libibil, vibb I 5, .pomm. IT you - -eft. dilloolvA Nots, or IMIRK DWROM luck ..it d,Lk 1_" ~ftOumo , ii ; - - 3"(75-) cosesmilogthepreparell dd%k I.. bull, - liblo'holooshe it- IW ropicid abouh.- .11, Im psw Owed ft. the coommus boost me" - ism Filow. I wispift -orthoildioldeple,.repiurtheis-pseers 'be Amity *4k*� Moor 41 km 7"'ll' is ki& 01100M 13-9) 1, lieverolog q- VA . WANew, momot the fi- - p- cr 20 An IT1311 ..d.l.w�o ll a ft,ol, ships. W o-oliq campi Is pull reoparvit mucepu . " ulovoil. kourSionAppicifto,"41P Api sim Abotle, you cosiomol . cut food thecotni . do meding is up the " note. 001111 WL41M CLIMALIS (ALL RDM)� Appliele 'FlikerGuord 0,durorclivust t - . . hlinlrvol IWO mr.o6q; 0, but it's Not itiolly, dDckh prolm. 4SY1210 upolloeletruke(INIM13-10 -we). Or U ,olkhrolime to st-ph ..-.Aid .b,- their 8 * pow. imikkv. � - Clock - - ""Appill I pirsulsk. To do this� sosh+ cut 4 the kiodritt rihed.11 cildsoblittes AS III tese Qviotoo ire -poxr a -better cluslity md* paducls � soughly, tome Th. bobilkir.bookis - -_ --- � . 2. FIR I.,-- - &­.f..."ped cluolivood beillum umoE aimull" or cmmw- 06~meopft�!EWMO-- 2. P&I. covesto scromi 0. rod I.. sopp,il doutpool b,M. us" i . .b. they - l,pp.d le. 6. .1 1,V by it. mrivibimoeo. Th. porah, W bfokuqfr� Do wit to riory-, Airmoilt sc,,ous n!, iteor, tha wlito,iffilling i cb- of'gous,17 t­t".W'besI' biloy of ire huij&qp 1� - � .1 .=!W-= Saw. I 14, *his puffillos . �iiiiiiiIIIIIIIIIIIIIIIIIIIIIIIIIII _%va - slar", swqk 7 �'! poodues. it- amocis -.it TAB lo ou"Imod -Or -how' w4pros. MASH U. cmaiko, moriout ausba; lopost be -it D help lemuccut I 11�� __Z_1 FW&- - - I. it. IN - Is a& Of kv by 36, se" comie by cutting 2, .9 . .dWd,46-MWQ.&�b.dW".Mg I I LINE OWPON (ftow M10 -surd ould,l), Do m vm COMM . flut Nomed uppokst" cuts soomdo, liked .k. .it ,I.". HUDKWff. 0. " Alto joif� .4 domill. clew Ill. 3',11' Imus I 0 colobor rot / it. becocum .f ff.cd.ot .Pow, Awom. PV-I"). pip- 13� 1 ,*P- Aod� .kill& - , , . 41 of diroe proolucts - 1.1 Cluse, 4 fim movicrom,oad- took, o,hcre itom(nicels. uoill. nettle, -C . doilmom . other � too, / -7 r� , I - I -c imithocc. 0 AR Gerad.1hold derer-ook 400. mor lowid, to bror a OhRm Sow Politics .... L I I- 11 J. Alp do: top rip of Ike 10' arips . to) bodup (") qpAust : : Loo-Shomirk spe" I$ loupous mmurk .4 As vtck* ANaAN> TU 1OOF NC16' MM 39 AT WM. W (9-5 WA) Wd tmpoffrApm Do NON op 1.0vis 4.1throw � t O­,; It, , I I . ro s I - -1 "I : , - I I In U...d.Al (111- Or' Of. ,AV. we"A ­ftw SekLING; %.* .9" ms! be dd.0 If 4.0. -.ppbcd - 60 Lt. of the shothoolue; 1. do..Id 9ohol - (mbar 11,U), 9. � I Mat irkh It "itorcied Nwtlas it VAN Ut 22 18 CIM 4 olvooll, -'/16' (11 -) do" - - . makint V (25 dess, thous � 14, trom rue roolou" - - .- .- - - - - - - - - - - I ,/-*, i" _., ; I . 1, - I ------ ---------..Oh.----�--,-,-.---. 0! LLI -60m".V-�foww,dT.,Amv.tk,bq*.�An.1 In cW wather red my be further de*W by =ham dus � � 91 , , I I ftepud imulsioupor rudeg, pill. it is 0. MOM ."-. sup) thick slood ileck. *W I z - ONE ROOF -OVER MITHOD - 6- p-h000. how, - nsostuor� Now ft -.,it ASM D4462 cusomlictso, st - %um ­ LIM COURSE,. Pam Us&Wk spockii no be Stable Over a chou link am Arme ty-11I Milk iftrill,AiNvis, AW - 7 lor Go blook. FOR METRIC DIMENSION AND z It. -liabolwilmyshboolesh-loolo,ouledilo-ir 1. Om 6' off the Ich -1.1 A 6A ollsiout. Noor do, eip colle,dIM, 1 : I f rod-evess) to *bids the U122LI empire It is obouloy recouniallid C" TUTM amiles (ML fattessf. Applybilt violool-Girstif I 5to,1. , : _�,�-q_ mommem pil'soul blood .,-* -ory her --my � A. I. Sit Hou guru,, cut 5 1/v I.. - sub, of the imoyecr� sbioNtre. � LANDMARK TL SHIN6LIS 0 M V " III - k. I* ,moAA for iquict mAcQ.(- to optrally iNt-11-161kelfrioulmooloul. Faw Nei, I r by MY piece of Atook, op Know the boom c* of the 4 1 : 69 blopect loosiolarl cup olmololess made him III` 30 III shmolm be, or IN loponkry* Us *"* -omillsoolied .h- th- a. .. . . � - -.I." .fib or oalt-o'd fiblujilms - 1. med R 22 18 L,wnw: To pwm crockup. AbILEHA, ffm he subicealy "m STAr= COUM ,hit" *kNous to So old to" comme 04puor 11 23). emw on a MUM ad "M sow bloormuce carriers Aup NIN possibility of kA MIN&UP. VA-W . 3. Apply the counwhibig peom us the home, 14 cormor of the roof, �­.`., I - . ,_I (Isso 4 ["a reliance raft ad ki d., Ap.-remetat. to gloor limper loccosol; bit hill. udger ad wIlAo, 4&ft. - - _~ TV RW J. E'licame.4 the am remove (.*) I. 31. An sor-duelf; coems, : 2 climidep, der vidilraft . coustilholl ki U1, 3319 Chun 4 ftlibric MASnIJG: Corrodoti-voolkwo &sk* rusex be useill to kip prousid . I Mike MR Iteem is 'A'Werharme 11ho tookes pit Me$ It drips /11��_ � , I Tke some mellml -it I. thim-4rok AppolicA. of eso-broo. - 14 rn 1-the0votokofficeispurser'( WxW141m.scuracioas; I - I lapple; -him cop Awashis .. . . lqkol *, - ,:- 0.1t�,mw�Appkwmof6mdd%k�wffN)ot.b4�- ­ do. do,clo (Oorioa- V�UINAPff.- Th- "file, - oIoor,momed siptim Nosisihommolt I _11""n I eximmirvel will dopilksm, exposerell of it* ­lt red (apru* ledoutherettrudivectio-411,006"livot. II , 191.6" ,dpisbtftwedlf".mootuwgd*�*.mi�.Ow-r- NOT114- KT31 [it qvi be hatflril. - pomotdoc. Nee dic irmoriorly ­,,, .Mdg*Og.f it* shingles 2 .hwb Lt. Im- A% boor hmu I � , moully, 5.) - Loosibuirl; TL Uldoode 1. uniquir b- As pariNord .Nocuilumparmourivold ___� ks" 31. .. �""' 0 9 Aers) ..b(sou thor 1122111 to*. To Is M-0 ret-dood dist delecumoduarolieredbySumsm --R 'I.,:- -liump--oulo.-No, � �_ � I - - uldrom; . morcomm-ted - it. to the ho " .1 imeltrocon _j, � is , - ­ _./ oremord (h�pm, 11-1j). W.Naber, it. mulat . murter, llz:��'11 / �_J III Liumilaw on" omhom move toy" of wilocrial so pomish, I 11_1�_ � I , . shipsidipiumoredo.f-keremon < ca v 6,# to, V�.Ufc dftb sood Awitiono � I � % /I 11111111111160's _10.0m, - It., . untricilrAMI&I 4ovio" multi Ii U 10 lo'kingle, be % I*_ -11911, - - carrier sheould toy . clo. . ploomble to The tores.dr of it* MO( r =_EO,_�­ r.".*W.l� . bmwio* thock shmellievAds a -Wilhoolve stro. SILUM! sMi* soultes am be ddwd IT Aisibis Am qvw . I. U. INS k.0 loomkishwooke, so do. mo, ,,f Ito ­ . 1L - vft Ow var"m of Lasibloork TI., clitimillitio wAv Not preferred stleom! Nuoudkor .it uny be pick. ddWd by Murk- does I - __­_­_­_____�__ ­­ ------- -- ff) imbefle,lood hip ad rAllm SoomelievermicecIorrietsmoi .401m, Sloserox,krs 6- . uppoulmo. st 4'cWrm. - 52* AND SLIWMMS axmn. _ I � -11 9N - _::�__� : I , 4--�,' , ,-a,, - L QUO tallis Sib of Estates of be Ontario SUIp *4 NNAM the loser -_ if , �� z 2: 9� Go conuilk, it. -1 urmor, . -.pb.v . 11 1218 Alues 4 .41hom tvi,. ismobvil 5") a A" I- ea VI 3 in .oder Go kKpm,,bc I I ell Ahour 11-n ficioNISNE ." aloodurif 12', 39' ",'i . ou, �ftyihqsory IN; t%*. rid __.� I. bespi tkippolustANG u1soccomilkewpow trydowismilshow, -_ HIPS AND RIDGES _j 00 - "I . Idwroordifiresul ft'sliftow-u! Ell- olosphooloorsivivic I Ill 4 Comildhosil ods-lipplybuit th- shibeelto " wxm som t.wmwi.. 11 M Alsionsi his. emosiolled der. ressomilk, -- D Inputs rulaut top "Wes votood-lbrelim. = tespulloce Is ance, - this - be a occeptabb, I __ - ­ - __ __ __ ­ ­.. --.--..-.. - _ - women" ve," "174 W*N* % Novorcki-ed-cm GAIN, pessid, houll -bg Goo be momma, . i 11. I -,---. ­_.___­ ____11­___­_.__ ­ - __ W z < ( - p.ril., but it.. - crAs for .kicho U,ospoteed �& - uAr �� I . i .? -141staddp.r---:- - .-------- in I Now coseces lo"Pre 1-�). A smodusid .at ,bbobb, I. "IQ* oup."d 55's. 4. ibe .mitim, vow" me *0 ucceloom opovie, vokey, Am Act oemmucallest Ii Nvaa\ 'c ,,�0_1 I . r- X � en �w I -- 2 �% - ),6-i3i5f%.,�.-Lww--1.4k.W SKWWMWAC=MSWAS I vb I - - � 4.p 3. Civithesse -41i Wright wormy-oulp "& solog the turns. haso it. 1A *.& sM it.. fill- k-.g it. roisksoul rot Illm"ooda (Ripme, 11-23) ph." sm kh"Emil molhoulwA In Linksorky! becumsi, *. tel-houllumod Almotr - b.d* smil CAU111MIN; To p- crisekile Adoll'" two, be .010-Aft - " N, v, I.::! FOR ws Mo Run W -4 ressocalft A Itsioltelled "FORAM cup bM the V1m1r1NT -4 Ill' . -_ (Hr. J1,16), 14 --- .Ppl.d,.L,&.%.Cb*b-.ghA.d�li�.,.dg-.&.,e I sib 0* milmorsood ad W.. vervidlibb. 12' It, W b8fish-olketaism Abot, b- d..qw Wb. shipedl Into Ike "Ifty sibudo - iol"broll - alloo, paper We* toy for. ddxm imul "Hers - _� ?L CID . slext"', ulcOf Asole swit, wrouil law bir-A, IN All" Ike wbmiw,a Spur '(P - - .. - ,,,, v & loolIft shiseloo luft b" our bock . the - It 5 'A' a human be Luoulboork III, all mul no Ill." WARIAnV Olpsadft ou A. patiour, it- drelp. - vocreumed IKP4,- STAILIFIR COLIN: ,cc-, J. Imous be 3U* piucles rof "* vistin I- ficticuums. ,*!z"40,3, "islo I R.�mtb,mI'""�W02-k..WId.J.V-kn AmIdeur ROV Abools boor em occomed sluilk. Ime dist I' dumped w z E i - 21,12, -y frat the bottom .*.I theshicultics. __', - WE COIMUC Apply. fig doloolf 9 Ike koloot he tOoll. Of ers -.- sommer - so lonsomill Tkk asible, thetubi d. AN.- "MmAn an Sw Sun twwmLaxw. a". spoolit mosibicton" detects, ad commit by fire or us tests d , 15t' cociplormit duce Abioro. Simph Idd ul."At p-- Ito. will z to 4" . _-, I I ral, lidus Duch vordh it. storter - (ft- 11-161 � - 4. AHF.h top .dg. With b.0 Of.M Abotel, Amoco so be ..W. .it it. broloo,cloce, mew- k ftri,, Wicdw..r somphis &qw OQ969 I)w I "ad" So -Me" Sooduat protatim. Stor the ..'sui, melffer specific dredle, .A L'� TW - '. Aftioe. lesaig 5'k, 16"Miles. daid bulthshood cup poic,olL.W. M." imilMolum. tom, terepared LU � �_ , 4"r o f Fet"OA""HOW I be - to - � . - I . tiles, . Aw belpfid betivole, it. bmo&op.( 0. Scut-pirsi, L*N,b 1.4 3, CIA Volf the k%O of its, firso strip, who dir low -M.." 0- tAcvv*5�L,bAkq;ko. _j . i I =1 a --- : -I-, _""147� )NO COM&SIL- CIA 6 %,16, "of. ,A) .1 the bet .d .1. Alop - compuTiRG im LNSUUA"M- *&* sold 1k* bult situdom the bdm yelp of the dvrd comose of Cecil~ Ittioloic, weit" %below, ur be"- I, bnwim 4 __ -.1i I. courts, a uu, houts Ilk , -6copritilb, . =PA =, I ""' ! I V= . I - - suidupply the rmmft 0- poor A, firsAcemrst shboor. dumb 1. We& op Soo rocif firium dw - ore vericol'olums or. ?W Kd-W . MW Oil aK$'i:'$ chip e* I' U" Or V4'9 N ft tl* bL ,�,:T W z �ftwbmw WdWWAtIN , (:D � n ,/ *I*- Voilmocccublop cluume, IN. kg) well 5- comm- so Isr IOW SLOR tIONWAAN&IM Ow off of1burrOmool" or Is -------- ­ AM ::::r ; I tood _Abt"�(Drcuv, ,:1 � I 1185- .12; 1 11110 - wohtttko�*W,.PW"6cf,m.-5,4,(Ngwll.fd). swid"gkswmtk*h-hpwsw.fqpw - 0 dur edueoll; Pat hoodow. prookles a VV Ofthool; 10 dir even, FwbokM - - A Youtsooppmoorrict. , �,vp* Q=417 0 L.5t - -gaplicum, isurb -voir. vallits" it* Vev"m -&..i�w"i.bqk,&&-,i..,bbokt*Ai..4.6. ispitsoloor'. Ar out, loper, of iWi aW -Me bit Abell, adedw .4 of *__ wonmmwvw ox\ ",_ C-t�-AWW,Gob��&%ro..6",b,- ,94. .W;_1) rlsn"W Ilure Isiftee 40- I(; "I - -b".d to, (W Mo onests, spood-d-lusber.-If bow A� I.D A.-" Euc.gtoor,!�. -."-,.m _� I _� - j i- CIA, -- - )AD IXIME 6= CQUR$ILIL, Rich se"ovdat; course, up N, 3- 10 COMM VbWg 01W r4b+ADd SAMIC 016 IN ft IMW A." be "the cocose finuilli.* &,Vo buthour aq LONG dw kwlq,* of , I I I ,*" , I _____,k____; �___; =1 - �w rq� mm-,13165k.",RA4,....�,,bqo..,.. l..0,fi_ Civiguitoggg JIM - �_ , -_ .,it outled" &.Ivh cm­� A" ,kero NOA -blosols, -kg.f som purposely lift usbusard, -duty N Sh, loose Aingle, .b so thre.butor .be- 1b. thet"lluaimirAlsole cal brulp rest pop, dolves, - YFW - LA, I , _F_.F.z7 ,'- Rlitift nffO2ZM Ito. bukhodhig L..dlWk IL - I- I AT COLIN" Fiblo.11.1 swd#b"- 4- qN121"I . al, (6 %V) sluorm, (.i.ff Imen the ItA sed) do do, provious As Aid Ill COW 40M 09 KI.kW IN ShW* bbWft SW SINI Ithe go WhAs you rietch the space Aught,li MR& climue (die Fill#&* I"..( 11ohmer6mooll or so ciphlothow youcepromfift shlogle culder, C.bkbw Nome llam wyalman -If- I __ ��,,,!-;,: � . Th.fim .- *keolus- askof fob L-iMmkAbobl. velk W. fidoes, mom k ... 6,72ANANiumu'vlowe, "Gev OM Sold T_-.,:5�- OWWZW 11. . 2 "it d the b.u-,4 6, lib* , o%obs;iN course frow 11-14). POW el,a MW* S'A'r FW.11-1&Pt.oft.m-d. W, f RM *&* uWft*04 10 boor the WIN AIM& Mr. Apply d Abimoii'v dook), the W should mi, be biddlord Isecow the correct Nalevot sumot be .pphood omr Air coubm aulf Affift - I"- � 1 2 Amp females NO be tworlyr ploced Will* ad - I w it. millphoosmatimumbut bell. the leodbult wilooddo, marksliket. JQlM01W Alm do a.-- -" oich it. left sod I— *� Osob WM sw Cooksloated S�b sholuour home 3 villphoot ivickes cus b" M4 d be Asupil tab Am iL aderskuds. WINE in " a. N.W dw demil ad -Arp the F0_13,RA4*ArvUN,jft5. "No-suistooddolow, ,kh the sboveler coor" Afkm I I - a 9~ oldloid-, .1. Aquits Not. 6, knothip ,M m be uscif As . xwele to It" the cut-Olius, slilloole .2 top, cukoft a hiciv, 101 IN Chslo,lf CBRTA114TRAD SHINGLE AtIoLICATOES MANVAL CKRTAINTISD AIIIINGLE APPLICATORS MANUAL *40orl] 107 Ila ChNIA111 C111AINTRIO SHINGLE APPLICATOES MANUAL 123 126 aithe,11 CRRIAINTZED SHINGLE API-LICATOtS MANUAL C11474INTSID SHINGIA APPLICATORS MANUAL (A'IWIJ 129 -----.,-----�"-.-.Ah.--.----�---- __ - - � � ______ - 111hem som A dro-pi- GAIN, 1. omh M.&N Rulter burclo, MML-Lochcophis.l. FASTENING �_---- v/. __4 HM'sa Tip.. _%off --,bq &a.WkW All i*Wid&.1�l-f#-.%* (turficid) N"e.p.1f�*-"*.bhRr.L Rem's a Tip ... awA.gopp*w-fA*Wwiwymo,b�wito"o*A&#awp*-f. tou,ilicuipworsopium ch, it To eb=W the WobtM YON SM CA od MWOM It *0 MOW Roof-OVIR RITNODS FASTENING WW AND SUMM U011 � .W.bipmemotich.d.wpitim. ---".----.�-.---,-�-.--.....Ilp-------�----,--,-.---- � �- 13IN .. 1, , 13711. __i_ lVer --'I IS. Almoh"Nes Al,j-ps.M.W.W.f.hpavossur. & schildr qf* romf mud ­Wff, - flo - - " .A. robly or rudly a the othor undipfiber - Aliver -PANNer sh~ M. r Air rho .4. or 19' to 14. aittv hkoo'- -*A comium, oppailiminuh, Z'.d due belethogrie,a th, FOR 111111121K DIMENSION SHINGLES -,--.----. -.-.----I--- YMKUM a � pl.kUnt �2 tribOokind W thost -Acto,or 30 how Led (3334 cessio doe poccetno 0. A* but. ond me nouthis - .6 ,,& _T__! I ! 411ashirf- Alm AP to Amoo W7.fAls-10lik KiEtIlk) - - statil, . *A dot ibigholk4lo- immor, mmenumm Alp_ 13 I& In.4- Our." "'ie low."ou, .6-.W- toolver her metric) of A top or mbe. W NASA likeem" cup to imbour, So, citimm evelitive Lost shilks'lust libisviat. I - �SM��KWI)O*A�klikOWkAM D"C.W*;*. � pi-.12'b�ll'f,M-�.p-15'/4-b.9',t').df�- (Fig-1.349) lb-iid,-�b.Of&,Vbk.gVpt.dih..W . . 51MG13 --- I -Ir -V f25 101O) ; I"Min")_ - - 106 coonse mey itzkordly sprot Our buto WI the shikor vicuse Tbtomme6*uW§udeodtck .1 6.&k *ON" Sm* it il:Z� ;p i?, 14W '2- ; dIp* - - it. ". *, 4 it. ,.p-d pmek.. tie ollosed with Ike lop ed.w of Sir prou,xiii, upphed cup, ' - NESIN RUM (ONEENO RITTIR In om) I- =Pp.@ AP No MA op* Comerruoto . , !t tt �- I - - 4 M TIWAM tM COLI'mW, IffrCOUMIL"Apply. full Aupoc adielovier lieficornadd. T11101 ROOF-OVIR METHODS SIK-4111111114, SW4N(K MASM KTNOD (Riall, II-3) Awn Sib toodiml AA -" so& will W,A mork AbOon - .W brad _. Applicubms of c000rk, ameni. _(W -) - _07�oomp--gi-Om 'A--Wovow.f.thecft. � 17 -.L--. I .;,Os" Likop.1bodoldicouterse,blicul"I 1.116clefteuddiamsoct rod.ukowbwmdwuuwr�(Figwvll�12) FOR ENGLISH DIMENSION SHINGLES rw OIL $111 WI) cam, Up Acmd. cousuft ho Use Am work course. it* maim, Aftles-EqUistichookahemilliftles.not�dW --d. I - 1-2-1 � "'O. ; AtnNATION IS AS POLLOWS, ;-- - 1305cIto - ­ -- ,N;pm - ",,,. -�_- the CIA, Ned 186 covervot would go b. ces bock. us vadd em us the blito cout d.orkmalbip ad govowmik Of "it- ecroir proop Cooled LndK- Dw- -r [-1-0101 . -,- . I Apply *Anglm up ", It. hip - d* - hol, 1W., it- woo, � ) I C­W o,z T, uNdWplym%ds,SVyNcc,-d.=,kN*.4.b - I -.A- 1"'mouerl - I ,_--- - .,%iocs.,-- '. I i . I 00.11shilgistioNkIlLudikinksovediroves Applydrilpoolopislum 254h ad AM, .it - on. N-an D­ 0- -_ -----7_-r-.____=�- 7-1, - il. - :L:_� I �_ 61 _� - V - _. - IND COURS& Cul 6'.11 So ld..d.I.A.gk ad opply the -4 5".1. room ad moves d reminumpided. Ak- 13 A A*- Allut iny W oulair. Wells F MOM Th. " ,�_ -1 Amoa AmIll b" a ispolorm of ! - amph" ) - Illf 7 I O.'j. � I ird cbe belt mile of the seolovido-comese Abbot. ad retoosuft the flemothe A,vor crist" siolum"ll, a" wis Abloys � M� M M j I .0s: i (INDrurry I (150m) P*- /I-. Iropel'oeldsoPo0proulibilic FIS-114SIsluolk-&-solffWANiii.4041PANNA� ..I",- 5' (Fibivor If 9). W force - die Am cowso, sholool, Oush -Ab dic, Ick oil# ad losix 0. bacwhe mileoic / ! I . ! 2. Simi loco ac-hug comm, up . .it kiliclooding it. -M exposlog d. lbut carse 5' gilloolor 11-121. Too, sio-coverieri st.holb, thuctiouNT.Off OtAlpal M.01.6 ."of MOM, CA . .I.A atif it. - ispumorn .at work . the HIPS AND RIDGES Am L, I S' (51/6'for matc) orr Im wha Ike shopok, cup or ruble, yev a F- -_ WIMAM., For dicks 114'(19orai thickmOmArs. milommul go --.db-- comorse. orob oftoe V ducivir (of the The cod) " be . Th. peadird approNd .I"Wlft- SOMOMM (311,01 'bM 04 Application eliescribuld beholor is sounested for .oft color squive-oidlu dWKIB-W AM M" WW * he 004*W, AD bYpWW nk of INFOKFAW ft, dede Lv (19 lies) thick Or duckm milli, No SO I ! .1 Wool 3/4' (19 M) IOU the dock. On thilloor 4CC10, " imus V rum", combated with dit"Sho�CIumot, Sobs,bueb, Skyope4-01 suplook rombit kkoelo of 5'. 14'(1 25 - . 3.2 -) cupossee. dislool, . it- Such bout do. lop ,*.( vNe 144W *ftk om,fir : fftd 3/4' (119 �) swo it* did. On Water docks, nab poset V lusermil I- Phloce. ININoosior. a sommilof wisox It,titk could octior so 4" for THREE CLEAN -DICK P-to Co.- P,q-, -&,- V, SUCCUDIK covam Dispood Medmir': or - 3. forso, apply its, 44. up W 61. hip ,,, collp . hickludoo'.6n; ( . ; -POW Avloole ad iocoto Th, bporo oused 0 U section Shumme I I Ill - it Itust I* mg Noriv throgo She obock� 1. billoso'li.lippliclution Of tie ralumooft t- byloloormifir; & ,,---- , 1. .. the ham edlypoof I amic "Ith, course by Ims, am I W No few kv ,3.2 Hips) Ransil Ike deck wommoo I the .ppliestims of.-Irr Ausises - . .op ,M .pplic.d.. I Costorlof 11u.- W ifi&-bell .'jiltalic'-.1rogomb,.coo-moul to ' APPLICATION METHODS l.kxdm.of*,"-Wc.-",Otbm.om,+� -dtA-M,Wmwd3(ri6'ca,,ffEbrkk,adskRAWOe) . your dk� APPIORK11 ,it "elodli -*mW mok 4. , -----. - ,-:. - .,.,. Aim by *W&"K ad"Ts'bi fbmu )/-a. cut thoicilletric M. ". Nudi muct be I I- or 13-pur rootleg MAN, coeermium, Maine OEM BOB$" ifimak . to, nmI deck Is uery 9.1m, 121 ' 1\ --" .go at lem; IWOA ..) be.&. ..it.( lesiod I' (.15 mmi W.L. - FOR ENGLISH DIMENSION SHINGLES -pleft'lecolim Or ad moblieduto The find five -.I Abooc,s d 0. m up tic rdm in . ulooc .him. Explift,lich "11.4.cb, Wtop"Uhiporoll Moiw% Or " ___ I , - -1 Aloole but], by 2' (Or 0 Ill) W.Hois the top Wp fit it. Rujibilb I. Make Ill, toto by cu" hill-kno "oe, 0 the all comours .* a buss * (9.5 pok) houb, am a Imus I - (is mor) foull. . (30S,-) - 1-m� the M.w (tooef-com-) Tom- " " � I , TYINA the such ad.( it. tops; . At- I. Pemor )I-2, LOWNUk 7M INNSILM MO$ PA LIM I 1/4* boug, iz. 121, 17� '�111 � - U yj courseY * Tk altatude, Appinuich of'riephog,",mobbled irlik the "Six-hich, - - ". - I - 11 Ahmorot -a a.." Me. E. oil �30 .1 �Nl - Low AND MNOM Sim -1 - 305 ) (305M)___I_=oo`y)_ sollou tromis VNTOPEd(l. �o .I, lociall *A " ,i and vis.01; w4q QN, WoNdsit tw(loolls 4. Cxoskirt roorkoug micy h- the twelve comoose Into applitil be Z. tam it. to sh000. .0 it- hick,", kvftg ds, doloo-bound S"L--celhas veo" aw" "mil., 1 4� t,' 1`24�, - ... � rApUIr6,f1._­­_._ MUSH 12 12" ill, 1� _?_ - 1� . __ .ddm� __ - - - __ I _.o i- � l­ 2 160 -) ,_qu,,o,_ � I "to", M - I25 A . ..... -1 7 - - , . . o_ (305-1) -+- 1305-) -�--�S%-� -1 - Th,wmdu4"Sx.Q�.$i�l-�t,Replwd-OffrAap.W*dWd': 'emillsq; fia "Alcor (- ilitra - it- ,filosers) sib ouip, miloccuml .WA GO. / I __( -, 444 , - .. - ­ � ..I" I TIPS FOR ROOFING OVER SNIOOTH­ 1I`(25iivn) :�:[ - I atv� I_ \-----/.-., Z) vw .�Wm *vwo­lisd� Stqpeil�ciff mattimil me"*,; . .UKXSEDM COURM: 3. ?.I'. Est 30 * ple-of.1doille, swelf fou, foomains. NoWhistool; I. protected owe "ll-doft" methods .h" mmotiq __ - . OR DIMINSIONAL-IIASI METRIC SHINGLES �� . ,,, .­ , . I. I I " 8--s". E"got DMMUAEM C/) lk shon- 1,4,4.0.. stiol,Colual, V.,Ucw lhodom; MAO&' becomw ricift " moky t" ad loolou booterhavolig. m, ,� - -'r, -, �, � - T. . � , - - -) I r 1� : I. Repow the show ro"orl. rooft-comm, pfcceho", ou"Itchug 4� ft "Ad we MUSUbel Ik wincts oft soer" thock" paters. described bdm or w curl upplicalos process; - .proure-ed, " - I . - _C�' _G: J1, M �;r ,O_ ,w- - In 5* thitAriels, W Our- a(bumitp &be rotif, Shot 0.10 - __ I � In As Ibleadi'ariv,static, "Mo I%" we M datm cules shouilt qlloroc. SW* = 1`4 �_­ - 1 115,� Nihisuppert - maim "Als a M *.* ad Men ouch COMPUTM = UWEU"Tm; U*k sovAliteles so a 5, explosion. It IN sm C.Vdq a 4115M --- - ­ �_ I- 7o7 f i I ........ _:�� - _j (1) $0(-(OOM 1111-1111101, STV?9"Ff I " ,-.We INA-0. PMVWOONM N ,�-- . 9,/v i ., ", io ik,vtcl NWU1L wm 1"M UP, six OFF1 thoi,coom suckoo .16. av 4HOL, u I , M 4 Ilk, I* ad). 1. Full olowilks; sm, to be bormil 9MA the repho mile of appillef mitypemsW"*.Mmy.,al.,.Ib.ddwbko W 11, . . ­ I to covidder thic scumulosurfice Mw Ausek, .,it the dMiensiond- ft- I?-,?f,.w "k, is.. towN b" A NoiWOO *%A,, tors LAswitivniturim wtaimu�dw � 11 f", :;)� �_ U < - .. � bous, *it*. (bobb &-.,A- Ailki..) am V. 10.1 their 1. - 1- - (250-) - i f - rREPARING TOE DKL- 2. c-plee. - -.he r" most fibil Auseloo. shingles to such, courre Work up Ike roof Irecto Use solve, ocle ciestiolt . possible To do this, simpf, cost A U. lemb" .* .fill 4-v 1-1 � - 74 both cluster be coommu, prokka 1, she presoummol M "Nooso - --- ~W"Vj i- 4'51t---�7415�9_ KMK - i3111*1 .-I-- I.,111i, -= WAC . 'Apply "Iledvauctis . mituArld GormulTAcd ,mems ", Isycir '"*.A .100 0 a tople, elcuummok to 3- uspomm. the old robbele outer I Quit, rulAld be 4* I- Ill= 1'4- " 11, - - 131p, IT 1311e, 0.10.10bOO lo - - ; � ­­ , Lr- > . Nes, Ausow nis pecult. . am .-d.ppu�m.. thus NoOld. U.6 - . I ed bromeon 9. " red ourlocis GO be hoolifitil ad 61 octift rod 3. Stion busidling Sit cup a & bunoto at s kip or IN either ad of owposhoo, .L"V.Wllw - I I 11now) : .., _ Of AmMu moduld"mom; b-pipliell. I. L1O.ruAp,umJ.W (3) $a-&Xk snailmiulK L In the tOories ulkem AN, rolt-losuld *to& too No Ike comse I sturfitoo. The SHIN "clor . 4 It"Ould 6"brosous bible dff� I-Im'!" I PNTl-!j-",o,)--i b.0d.p to , , i25 - 11 I,ffi;2.. ! V ?� -1 - 406 mul shimpes. ­_. I suAr, - - a ____�_ stione - peciptierly WA paboomped. combofly Sk the lospeolibole . I � Q- � �__ - - - No Sov-slyrropmoed..4pply Out Aml timoiskid. VEMAL Uan � e, I Slew Ah" dust me it or -var me* as " viessit in a Shew TV .. Toll"i - I r suoulso-.. \ _\__­� t 4 I 1-r(25m) 1 (25-)-1 � 0101,11fol, A � Ausious *0 he tub . or - to - &-v by Low" .Aipply heischbog, I ft volholubouportricliozooricrooll- houbleltdouppecour. ­4 i NO-13 17 %*-AI7-*AAvk-9.A~P­ I 0 � * oaphOriamelield-looNcluilk . - (,Mawr) . . '(311'­ Never, I I cmirecilly.bSpectrip-Astagiv,5 O.Z. eopeti.11y No it. top .(the comem tub'loryovIL'suoli * UN, mici PWUNGNNNRWW : 's,' - AW111, dW-M.NA td*t 4 eyes � MkBk dak 4ift 0 -1 . � - : /hool, .0 a, hociOlu ould A* .*W,hf& A'si, I W" � L-, .� FOB amoom i . '� Uj . . gr4ftM COLIN: daughe unik"'Oh to bet Ike MOM A1.0o.be i I a 0.064urbee At$* beltase of tk. rommis ,lbou"uhriol arbecu �.� r///A VA rA N � I 1 '31M. - __T V) W I tl*C�.Wl�,49.,W'�10"%36')..A.tll-�l-b�bft - 3 Apply III four hosevers w the ftvk plot" AW* old cis, . Molke, in article it 6, tom VOW U =.A No P.Nov, by I . . I - � : 2 lmadcWb4mftidMeb"mo(t*�.SeWrwdott I \ .11 I to- /I-,% V*j--sb,1­.0of.&AWI**. _.... � � o L i I . I 1 �337­ lishlotem, Ailgifus,11D 75., 0 4. shingles frowidisich,lie I.- Vilde, b- IN- mysiverd :__ fisicescriotheirsecod'Itb-hiplic4abovels, replickil m" *^I,.. 4111 ad AW pulse Ime" motel 1 I SOMPLIMMORM mow .... �111­ rilloo. Apply . 9.1a rk- ANN ba the brismo 51 (i 1/8' f. I ft Top Edge of the Foams < CL � 4�10slumouse'lumvioNiolieve"A book wass the "k ceb.mud cooding Aftle. vmmnlotommm 4."4 MIFUM LF(pri, 11-6). Rovorrubor I%, ,.Iw . - ,- Ificold fi, � Ill- . 11,29. S. Off Sk *Ausiout r4ol", 4", a-Aw wafw-TfNesik* � co, "Px", so"k, ,-..it IJV- 1348). lim due sairter vift Na 0.6 1 f4t.,gv,,l4lmm)LVNM (196MM) serb,se a juumble ki the - cdgt,4 Sir I.d *k* MbA utifidle, tpul, -* thrm, brieryie" k"NAL the ro 1, IN MWKM A GAS!, A VFDM 3MM2 ON 7M 13 Bt;w� ,*.A,c,,i 7;, - '. "a" L �-A� Ricsted.bluto3'froin she rolor Who. ad I'ki tim ouch ill& I L.. , 4:!/11 I 0- L1. foorumho undul. V.h.f oplo.k-firit tamer to, ..y full ! SIARM cot=. Wk. . -1 4, _--%� I* M,J..Mk.ftmw4w.mt,.q.pmdmcok" 1- \-------,/ --i C0 .* fi- AIXMUFMTHMAWM=Mi&%10*5wkm 06- 1, -A hosilbrouu,yr." Am A. No -it A" __ ___\ , ,*_ Aboot (PON 11-4) Asphok -Aug ceirsest riumliest; 01.14 P4586 J_ __ _ _36"(9!5-) � . -, � . 1. Un 5'by 3W uh.o.for 6. welsew Immoov. TO .A, a roorwor d"oelperichlies � - I- , Levroo., throurh the Authors. " I 1'.11.," _­ _­� - 5. Volow " pr-&m (upplytop - vord" toluen. ., Imot) to Nor " AbNouL Im oullophi. offlueek-boo. Amom __ - _,��__ ! 41 ", Mok Dour&= < 7, a�=-. � 4#0, am cut rho who of of a $to" QUIve-EA Abi Ike xeV--i�AiS.thaftwiLa.bm,W.gies Andfibeiroom J. To pommm limckbote, fishic am doe coir Am VONUA 011(mot so ,,, !% pelli-Oposed. - = ctimples. wv� Atooloy 6�,.a WAR to " Z. - th. "d lbe - shlook. on cor - I � vs - - NOM, To -.0 Is Noperrolip-of irlsooridge " ... Nuo'l, ;; i '0i V0 � SC "Foll k.- ,broo-kip khooes reith . Low shustice - tiou"Ify siffer thom IkAse permilt proper boomn - tho rkh, Or hip BACK : e 'Iz�, a .hodh It. piusiloi . k hip or rt* %Ibmi, Lt. fit. .hea 1 5, miew course Alv* Soo 1"A" kon Ge"Whollood IQ �!Eiv I .up FO-13-1-9 ft**."Rubv~*..-"uy**.od . L ____-_­_1-_;;.=Z�_J CAUTININk vifth-bouradmudim. \,"ci, 1. �� ev ft,,� d-W elb. of oto, cup ilmisi, Aowd h, - - - - Pp-11-12 VockidA.AftAfidlia mosor Wad- 5- holoind cop AV* oldo No SHIA bww 0 514*0 L1, I. , L I ­mv# ­g/ ­4P. Aa 06.1kesumort Inklus 0, bell, em-ptf.plimloolour I --- 1. This -smoo cokar- method to Approved fie stiplying some IN" The Sow oliftles, In bob the sivoc OW fiber oms citsepiewles, 9--d plat) from it. book. edge .it I - No hems ,.k Able. ,,,i,_4R,,i, n, �c I ­.,;,-,� - � 3 Appfr a hill cv, Shinit, eye the svw (to" 13. Lvi, W owe . , .�c I 9 - ... �­Z­ ,�i­�.­: ,_ Z�t*61-1d".*ofdw&smmobk*udb"xwe -d.b-y-&-d-p-i*-I�K-�w.kr%k. Asuch � L____ --- n-, , - 01, � - j­ ., ,. - � �,,_._ .- �_ - - - -.-, $TOT= COURSE: of Onvalmol,laillel, hk,� 'Joroubb, cOlmom -lowel rwkft 6- Isme -011 it. 5'tAb cel-rd - the -40hum GO mil Op- I,"- At 5% 1 (61/4, I., rsccdo�) up from Ill, "P.,ed fmimps IZ I .-I 1. J*- it-&. , the Oft - ofthe old Aboom a 1. I.- IdI us tA,mANShuS,. isorthe soijulk. moupok, pictutock, . I - - ­Q, whot, ad I'm tram atio who.Nooils must mot be esposed om Ike ­ (Joe-, 1114. allow, . - A!l, .-ftv,i, ke.." 5- Auto. I too Cotubtyeid Imovier' (W i 0') Or z sturw coulloo, (OROO" (I. irbkh W Ablexle. - kill old. bT.& up dur -1) I, WR hume- umoomm , f?,�, o." - -L.- __ !,-ptIi!_,nt._.1L___J '. Next, Mr. offilm Uppook oftbefl=ickm,,,omN,Amo-_ LAAAU Of Ole AlApf" lais 41ch I,. I-WK 5' -III, bw b,- vertword volimemsistboll beccoxic A con I.* NO emobsoft popers, Apollo, ft,lt� A.P.ft - W­f* ­ft (INSivor 11-20), (Imuck.-atow I -*, .P.", SAW"mof AU.Mbesci3cuumbodywito,iolloospideaqw,t tw�yl (25 -)sPoo,i,ilroil -ling C~ did, Amplerow 0. toure, INA coreser of the rmil. Make am diere (Filloor I t4l.theripable, d. joAso, . saim, - Aluncild by J� 11 6 " Imperial ki hiscii the al. a,likoell pmp000ly 1. lecoloodocic the Million! . dob Mum course, ANSI be a dust . 2. CMM A DESIGN TW NAM MMNM-. A. woolN,& 7.1- cour impritc it. uppeoropowt W the -I b, iqpl�jq - OF TtIP ____a� ­ lvz��4111111 cut Alm the dds& Norchme 1�� ,;*,11 Idi-­ . ft,. Soled It. .- Old shobith. hick look ft therske, P-04h, I- the ever; e* of IN, istot. his WEI help bow the This. Abithe swilloce .6 Wit 0. villovely buok ducook The shbook mow hpr,� The thick dm* cup arm. a ruck-loolmilt reof LAMWIkTE � � . ,A LV left olverhoreft hold no. ad corms if drop e* I, schoot a does No pO.*k * it. coss, Wtrof Quo rid Nallin hbb or breft sib "I com TeNA vo on loviocraid. kum­ Ile - dable, aps I- hoes iii,amosted Mum due I* LAYN uoulor-Lo.-F--lou.-T-]INIIIIIIIIIIIIIIII . 2Wr`l ! I Ap-11., I.J.--�-4�*�.I.Pia�-#,Wd*. med ff,iOsiculloti-Wif,iFisip.-Andle-fissoVi' 2. aA 6, ON the kagh of dic Am womer, " Mo uptivir &O W rock Mae poescroo ad Mo c- Atious a- ad pilouilk, Sow premcusen.poke sow 6- U. , ounwhourips IQ dolucAurod. losibesty.-h- r!- I � price before M boa to. = = -- - ,-j,2W , - � * We suppet do am Apply torroass-resiamot drip e* " dir, bkol,oft, -bid coldid on 41 ft ,WmlSp% . A.* his . rod.e.; I Is lift luck- - .A. AMP � ��. aw or-, 10 I -_ VAITENIN! Er-olie W aro.ow "emerit cAN .- 4dAtiles 3 Goiteme, "alk hill LINNA, eumum -sagles *q the - plect 0 the broor bet clumory of the roof lbb Mona WV Awlei ft nab or efighboes obt OWN surboo bdm CvUdoW3 S. To rodill mom debuid" ad ritiol appril to the rooffroes. use - - . ,� - I, blift'. (irgorm It,'). 6. likes -it - L'I'vilien d,.p.* . .W. Or 'I'i* rolue, rod NNN& co,or" the ediffs of thi, old Avocks TW -4 4. If - om using " eill hit Ike no. Aloot W.4 m - ludeppoidepar Quelfbi .A Sts; Amp "- Ill- rod ociareld 0.1adroul" Aboolovskille, or -of C.G.hripolls 'Amoctil __ � / - lfo!'� .. I I _-:1 IST OOtWL- AENIII a full aessor a the loom M coomer of dor twi .t- sm drip rotor I. meti. prookle . Nodules mul grown Wp duo WIN kip prossom vivitor Ill; -W -I thee othe aw Mo by 14- If,= voe M moot ft look. indoes sue esedlow clumer. fortift bop ad 6* ." __ - ---� - vissom, ___ owwwomm 5. (Acrusum Webb hateptsh Acutely 96P Nbors!" " *A ruser. "coser look, dw A'-* oftes, mlip, both. Gooker clibuile, esevoll Over, it. 166 ad - Is, -V4' 1�.­, Milk tabs k flush INA Ike edipso of the itioner comou. It chh; our� it riolf. mmk% poor a suclie"dom, *AM skipubigoo, Pill-13-3 fttr-borf.m...iorwg-.d I ?�( - - DOW USE fetom. .".A dwoulomer',rip uoltrodkwir -,be lors-towit ull. -A JUNIMU AM Flu, houlbludsoul; libstjbibir - do & S. ratub 60 owe am AS" Postured wm. ad". ChAlk Hod= StLW it 0 OlCdklt Coleco. I you're MUWIVAg smov,00mspoull.joullmuousiviou. tuti, . I I - - help keep them It= 9* I. ko volod, ft" 114). ,w,f..*Wfi*y.WAW6-04,*dA.a.apgww lsrem4m t 1,111 . - THIS IS A NON ENGINEERED �suromtpodpp. Is Na m,pm by Co"zoillow, tomew, the inskok, - A obooklikohol Aboov, joshipailloloss oftiol, beauty buit thi" m - ft A" to ioc"im .Ncli Aftolik, 1. o"Oes, 61 slositior com .. . ­ - ­ - - --- ---. __. - --.--- -4t,- - - - - - ----. -_ - ____ - ____ ___1 b#- roomft I. ror Acia course Is couthe of 10"by 36' shbigh, sorip, milke by 14 \ ___'c" - -I� mat such &bill* Nodo low " a UpW rodift easier A%M HEIre's a Tip ... t*,ovatioloophilfimcol,bouslariotbri, ".wAlIturfieust maialwilioupoo m crampoth is AV- 13 j&hN"o*AhvAm.,&*_.0oA_ D"rypelf diesize -4. oplotort. istookip,,.d. bad is W Abo saut rjewww'.ib, Mn& OIN &fiWs1Npd..f� ru*42' offible boubsciefilh-hodirpoilsor Aboo. ft-/.;-I/; ftAkpblql`d-W,,ii,_Sv&b& .4cour,'014oroun, tupou 13-20 P. v lie --virmo-ei bir'sod SHEET BASED ON PRODUCT rectmics! by C.Amsticed, .. � ­_­ __ ,-.----. - -.-- ______ ­ -.No- _____ - - ------------- (P*m 11-0). oMpN­W.k_&k,_c*._ APPROVAL INFORMATION 102 O*Wll CENTA114TK99 SHINGLE APPLICAT01fS MANC&I CARTAINTIOD SHINGLE Alirtl(ATIll MANUAIL Cb*wll I" too CA*,WJI C1RT4INT110 SHIN4L1L APPLICAITORS MANILAL CIRYAIkTlNV SHINGLE APPLICATORS MANU41. Chou,11 III 124 (3*0,13 CIRTALN11110 SHINQL8 APPLICATON'S MANUAL CRITIIXTXBU SHINGLE APPLI"TOtS MANUAL Cloolowly 127 I38 14OW13 CIRTAINTSIR SHINGLE API'LICATOWS Ali LOCATED ON THE STATE OF FLORIDA'S PRODUCT ------- _-.�----.--..Wt�---- l�CWLI'/4'0#WeBM*W*ofW*ud;�,16?/o't4*e a.ap*evv.*Of*em,RL,W*"bag(ma)am*lbe LDXS-oltekno�tikimam",oddolb,31'Wm SWSLM -.A- ISTCOMN:Apokwsbw*g*ewmldcotwofdw -.a- - APPROVAL SITE ONE CLEAN -DICK APPLICATION METHOD CHIMNEY FLASHING ------ -_ - --.��---.dk-,�- _ ___ __ Nelson, a V 3vorhor -bftk by Vince of too hoila a' color v" LIM 7mt" 6" cousm: (2) FM-" SWINED-OFF THREE CLEAN -PECK APP6_(A_T14WN___ firitAkiNfrO(dicloords,-, Z21/1'.6diefirvishielfrooder too..( the Avoole, ki 6. Old &W -. Miller SIN full WIN - dor Am - M dis looreir IvA - Ot Ill. mousliel; rod Units -b Mo boor spois d sopluk raflut cassot ba rod Mum & I.- othe .4 be Isee, 0, flesh .* A, rokic. of sk MOUNTAIN RIDGE HIGH -PROFILE tie bour porticti of One 14,mocum RAV stenot Apply it* 4'uIsrue,, THIS DRAWING AND DESIGN IS VALID FOR 12 MONKS - - FOR ENGLISH DIMINSION SHINGLES mm ^W IS-12). - 1. W 6' Ali. holt.kle.f. shkople .4 maill ft 40' pw. - KAOM MIT" MITHODS FOR NITRIC SHINGLES fib assise, 2814'.9 ft first.hipok; Of be somb comese. ad op wk 6. sulow couses, 3. 1% surser strip *" -M.% the "Ims ad roves It,'.t- brollosted "Itle. Net full". AsS" cute" isiscal Alum MOM - ad 6- Me hisi-roccout ddoor, m U. vid,to it. lAft,dite of Ilm (1111110vt up, FIVE Ofn HIP AND 11601 WISSORT - Woe (*'* smohom uscill Soo Omer edgev Over Its, bioloom cersord AFTER THE DATE Ir IS SIGNED AND SEALED. gourie".0vi L.- the q, bho, 4 the ftrut-�. shlogle MM 4 Rolu, I-%- 33%'OffthelbstAkeleofthe-esdit,olorsor Applyeack-Illb ddp.dp...d,.',�'.b.-dFlp,dpi.-,t Am IwW TVs n Apply 1, quits of thipbole welim c�om old. U" MINE Fin" _-M_ tbP ho or tille, m n cibbor rod 9 Ile, Mr. metmeopE th, rv� SIGNED AND SEALED FOR THE SMJCRJRAL PORTION (149orm 11-8). -, , 111101-0111141 PA"W NMW 214D TMWICN 51111 covesm or mid 4 spprommokly "'mod balling I%, smortim *..Or shillet So OF THIS DRAWING ONLY. - hisoull . moor -6 ad witieft M" the koffmors; rossisub: ft he e* in Soo robs Ar Irmus course LNEmm 11 -PA INDOWJM 4. Gbitioust vdib &A lookoo Of worker strips slist; it. -. ad colver ad a ibmik I] I IN 13, is brom 4sch eor- - ---------.- fJw Mountain ItAr, ioccesloir shisgic, W - b", ,.*, tor 4. WI I I - OR Lk fiN 11relot 0 the third toollim. 18'Qff the 6. ­V 4 1 . Tt.S--C--,51,t'&Wp.dOEW.V.,WUW 4 homill fill.b.61c, &.b squousi 4. - Wooed __ 1 CA v off Use bee .oll .f. roof Abough, an the kip e* Of it& rwm AN �ll CA--- losimb., . I.- low plic. (_ fils- bli-) Immill . .9 .. WUM40 gnONT foullove to fib- coutrietion Op 1-5 bdw WIN fickle coke, edges, ,hkoill filuords ­ 2,I'.ff th, first At.ol, ..be Uh ). - . � 'R.d- 5 54- MW.e;) SECTSLIUMSING cotwm� AA)" So up dir rat. "Plus the Mom, 12" by 30'pi- of Adogle, up Nothiso the Isotopes Wr Of Ike Gic UIT COLIN, The Ifest course I- essill, Of IW 4 W Abothe A,* mm� PIMPAMC THIS OKIL I.*- d- sopecither videour come makelevo, putersol .- ' IV*91pjm Ove boo Now cww ZO Illiew thect. To obooks th 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT : f ....... ��,� i .09 thommid I med so sepirt 0. Im amo - Hollis der cuouses voils slipplyndodboom"reboted.corkdalewrion thas �"*!�' ' . flow cerrepoilloo. .W loo .do- de.1ppold perfirritulei,c shkithi I. &old Atwell _. Mike Ike left c* Aps irds _ Z-(50 --I &K'(�SWD;il .dl".nfi,.��bdk.*.f&,,U.*768'p�,ih.- PROPERTY OF DANSCO ENGINEERING, LLC AND THE . Thridurrome"Ablo-Comrso F-EXII.Steppe,ol smile So cusing r off let Imems AT Ill. tob, el relodu slibuttles, M~ T , a cold oury be mord W Ol der .opposse'sid .1 hip, fi* or coke CLIENT ON THIS PROJECT. ANY REPRODUCTION OR covers! Ind W .ff ft Dig obvk -1 Al yorob rours, - Apply rich -.am M edge 0"olls /AM. Op dor op g* of the WIN w they boa up obbin doe bills of The 1. CM 554- offille kA.dd&t Scolubbloopusl . " picieft, '011n. Nick 0 kh tolp. IN R. -h.k From- course (Abooloor IJ-9) I ju,�- Motholl'; . fooll shiseles, volkiet from Sit euri up doe mof 4.4 loper Ofilikiele moksheyoullot be VOW I. t! 1. rift I ir "it 4pp� 6. tkildiftill ." be rMO..& kKkdift 5� lissill h6A.SW Oud Npoomit it. - qpl.d ,- ..: . . TbrAccrow"HuNITAW.b..I., OiFORFAMP. Do Noo .NO mod johis .I. Shia - direur dems A - futpow" of Sir Aw,omoo, (.*) WY, a acceshok; tcumic Adoolks Ift the cild third course, CFO" 11-21). - t2' 1 1484' t 12'-----4 romimbeleno is Me-* Askird Apply No oil emookikloil. boor m Apply the 33W IN* for LoAdmak 7L) bort; par, over, 3'(15 roeo) 8`003 am) lospol"re to the ,mother. To Snow dmmw 1. UNAUTHORIZED USE IS PRON-11611M. . expession, rat ohooksoo, expearies AT the ods" .9 ; ad shm Ek fboo�ooft *bit*, Lt" de boothice 554' Ob PD*A litionow, -V-111, .Ppli . bid Mumotsm it,* shoolic -, the osocilled sima� (FILM it 10, _Aj- 5 W from one sovisco. ad ther an be go Ito 3, Imus it* rophs 0 o"­iocokoly 5-). " Mft4m TIE COUIML (M6 -) I 375ovol i (31)5_� 1 * Somp bectruwal mod verscull chollil- I* somor shboon -0 W it. 6- Ali* suppold 0*- 13-U). WANob. thort" "Okmi-, they - bit -Md-dy - Athiple, beeldrit It .biq R� restertme mid I"* *0 o-cuor NUMIN MMSEL-,,Li)w Ito up the rWm. repau the sair, "�'. T " SEVORMIM disomidefloosep-. 1. Boo it. succood - by .Mq Volt the tie ad.( u Aftle be tociecoly Ael bow d obloolloo, S" (125 moo). 2, Cut I O/Voll 6. fira "*of it* Subdo. sAd *b k ft- 13 ri, silojilou"N .W- Ah- 1. SLWW popirl fornift ths hip. rWW a rule. dub *Ali dur botems, will skle.olp-Adur REVISION: 5W STYM-0" WAGOILiL #ATM " 3lkD &" stxcolDm COURSI& ad aphe The up ejer VO the boa Met of it* Afthe a the C417M. 11-d.olker i.ftEmi" ormobouls lonnisoft our - kingpirceover, I= I* �`/J'w solve for Mutdc ollueembus at Lwg&uk U flimbs. ulmler Aftk, lod A mill . esch tude, of the ShbNob, SIN' ., froto pgk- I-d W stwo d. Too . .- Viol- If- 10 - - Ill. � I WAM SW WIM ollAl' _�15,-,ei, -, i�.bdw6er,�%*(nle4,fotLm&m*u) "" FUTHM Mmh6e.-wbt.flAft&�.-eki.gh.th.�.p :., r- - I - - _­`I__�11:`� I \,� \ I.F"Ibt*wcoum,QA li�.1teks3w.i.fwskv4a, AM to"* - v4poo, 1141), - edlocithow" possors. mot xb- the loccuid-tocror domoo. it. botwoo other, ad I' to from elort 40 .do,, DATE DESCRIPTION - MPAM in DgCK. . \ Is .Ilolc ub). - Fdddc" ----. IMPOUMM. L,st..."tol hishrocuotbAurrob, N" musits, the -1. 1. ,01�- �, . I Ectimum, of IN, floot course (-*) I- $', AN no"&# Amors, I 1 3. 4ply &P prounumily menomil I I V42 Imig piece ever mod Aiaw Ap Writer flah-M wislourviss 141" I 45 oust) INA& For the 4' (100 an) stuary Arm C-dour, n,puad-.(th. Moumcolso Rkip Awo. 'k,"'hir 4 - - _!­. � L . , 1% - . 'I., ., ,, ul , I . Apply vokinhopmets, se, milief.d. (MINSW abbsou " I boyff I \N ---I- " \ \.� , "', , �. Apply duls Xpl Of Aim* outer fie smood i.-. lovins dur 2 .P- .0 doifficsto de, c.P-..( 6, isliftomf lf� I. t - 1-4 dolod�"""` IAW* ,uNN M floill"a 0s, ph- Listener I' (A5 mile) a frem isucti shole.dop, .d.bm 2' k. No Almost. Lvw MMAM Ampe "&I" 8'. oomobol , � Of AM& tuderloremoo be sPpbA for 11 On robous, youdevibly- __ ,\\ , V U& of & ftemod colow copo" Thu op older of tb* now (ropp-irclusarly S'). -_� ___. 4. Apok, IM proymmody, caussold 04" Long piece fro. the -.it rublew- '� ___ suat is groci noted Apply An mod twourrIallied. � I I I I\ I . . (50 -) Imon do .1. 0, ele,e) Wr, .Aft sure the liquetter .9 b-. Poo- fl-�� Pf-Alcio Shoppoul-CalrDifigroodMAW shiligh, I. Acis course AmUld blue op olooket th. Imbort Of ON, ft 3. Sm wk succesding ccumser. up 6. ad isc� the suslowto xm 4'lrow dic docker all the vur ft.*. F.rach ALI Moummo, \ __ COURSE. . scop Irmosotow ad "Olicall chulk bo" IN � A** voll be x ,,- " X �, , , AM I*i%ie _� \ . STAR1111111 cmft* sheled. fIllpoor At[ Afthl, 5 1,V (141 mi \ _�,_-- -- COMP -1 0111 4WAOI$ (NVA's It-X) owiler, "h . thelle 51 $him TOO a. be mcf) ami Iter am S. k'"wa . fidt AuNtle apponst Ill. iliou .* .f.Kh Ahusoe . - Atkee obsolle. phir. fiosterivis SIA" (219 -) up too. Its ..po.d .,�,�-' \ C\ I ,�. -Sww- 00"i361-Mooser-c4leasing ", _'Al ---r- \, 3, 009 0 "Ovoil 6, 4 tbu, firs. Avg Of emob boa comoo, "If shilloot of IN, prellow courlse. It Iti, - vok 6001, ,- tkomph, Ii.e. him edge INA I- (45 maj op " W,b side e* ��2� _-\\ '000 ._ ,,w I .111-1 I ( () _ ) _ of o, ilmooes lotion -W Jil, k- Vtolho him bl" meamd low I -_ -4 � yophoo.withe"Woh.ficil.losigh,womorth'-­ I. ,L Alm Ole hip tdbur w* bvw of 9w shloblits. IRWIN= ot 'WA""i - 0 � (Ablao 11-6). Remember do, sledus a stioner - Atchd ,"Am OOCM: ,�- �!,j.�--e­, -A��,P;,5�� .Uw lard., to He of &be ON Oil.* Of - - Dom , - CORTFNUMG UP IW.ROW. Fa" , :__\ - - \ 5 Thu constitutes "Nectlai r - it. Ars scom colurms of.ho I. DoOmMull; obwo WA a Id "ok, mp,a the fin�cociroe potei. ",/ ._ , \\\7' by As dW so WKWAI 1. 11. cure, Wee of Ifor Mool, 1. Vol, Cerventilsed stores' (10' . 38'Y41 Or A airier ,o- ....Id- ­ \' Oft "Ak I. crisis, Eye, W OR the, first = in�Zwe; ,V.?� /Ap"N 1"mIliq W, RW AN OR POW AINNILICAPION %W"_ \ , \ Z. yi, 5- .ff the lonlot.fth, Sm stioncrourip molliploy, thcocrildso yv!,�_ - ,:. .� �'1\111 0. - -, spurt -.A. 16AW "o, IZ-comot rqi"*c,wk up do, 14 rotor. I - Tc fw Apply iw presum) Hold FOOFIAS op to the hip or films, 11mo both obles wv� 3 I'DIN" 9 the kriver be timmor of the -4 flus sitiver ship ftlio, /I- 13). flevirsiber. the seshoot wo wow counto, "M I , '1� 6. Imusil SO Abet. Wilost &I. sones ctimses, __ 12' 12'_ - 12,­4 ..."No""S" 2. C - 'Zo ;.- \ \ V-7 1, 1, . 4. lotoof 11A Amoco upoloot the A. qpW colooles, Moon) M-) (305mi 1 P" mr," "" the rout in a "Post dwe" 6*0 vism Flitari-14- I , "i -/ / ---T _� \ \ - � , � (I -fithe roollmod Irbil OoA or lop mer prie sille. Nos oporetba W - \ - 1. st; d- is possible Ill ds, miles edged d.,..t ,-..-:%; r . hill &IV*, Do out - - scruiplis - ,be aft .to M ... tom kill,, shoingle. - *.ill -,h., do,ouk.- .it - 4" sh. drip e* i� ust,d. , - i3O. 611111 lonom it= cot4m -1.0"" MWOWJM IN, Set illoo MO Of Abilities closer d- 34' 11 Aimult dust the ."W Waluk, It4liesbalt" p,.p" .- ho o, 4".k. so drip .* is NW (I"M 11�') z 3OWNW-) "... - - kuw4m COURM: I 00' yould nole, firld Aftles a With siA. ad tbefirld shoulloes.optled 00. � ill columme, .kh hill-heoplib stsover-prot Aftpors 9.4 6, eirms. i ,.,A,L,oP 1, As as ps, op the roke,repum IM poident could to AM cloorkes poor 1. b" det .** couric by calike I T* .0 the Ith coof Of. *k* Trust Acee OhNime - I __ 1, \ . - - VA gpm* ofor .W pleft pope Goo "Ned courvel *k*, 'Zo, ; --v / " / - ollool; r1ki, 14. Foc. licks, eolp cooloilbibum. cue it. kill Abow. "I te, ,�.L. . - dioutto M. I- _,_ , 'Ah, I:* �V, I- April Nick this Wk cop A[ it. eiriewho comov, (Four 11-21). 44 � les"IF , W to & moke, isitte. Apply Alkolumbi Rkfooy uWagies rio,orine they - 'i - I - � Iter attLEW, se*,,;,cqkm r by opplybol; x lotAkitle, a chic = - - 2 SIMAthecom-,vibludshimobes irmillughmoodut-ilp ­ 11 __��___ � , - lot -rch Wilmot tk,.kA boutol, T. musbut I. forloplor shilpolumill, , . fbilir it -it, AINNO&N,41h,jorst 7 �-.A..(Xd&* 2. Nab -..eft cums., up. .it lockoftill. ad% courso, sturs ... N,,�,,--,*`o- . - ­7 1 1 4.4,c kOver INS - .1 6­4 tubs Sesbuich dor - - Ill, 1.4 25. -) - - . I � ,I% R. ;�,N* . WA-11111 . I � "..bdkR-p�gk4uth.Wp,rMp.rA,.k.ga. ---I- �, , A,oio.., ,be "60*100 vlecruer(Offthe N4"0) dolk"w.mm , " "'el," - Ill. . - SAD 70, YIN COUNIN'. � --------------------- I ew4mi; RWNA �­_-1--­ _­-_--­-_--­­- --'-"L'- ­---­-­­--_ Hour solicit, 6, oble "IV. of the Miumaidis WAVE *60. - ��, A* $111 sip INIM 04 bM.1 OH Aftol Sapiens, .1 such 11�0'0` .1 . ,� . 1.8,06�-�W,�-b�c.W"5'.ff&I,R-d,i..W�ole ftR- 11-11 Alub, ,sorou, *."W 4 ONNOmor do I.- Jok $n"ww "KINK AMM COMMOTEINWMNMW 3. colum WIN dDpkw Sir espopme, of a. esbothe rod I ;00 ____ Aloolill fiat. to todiopplyi I �,\ \ VERSION NO. W114 IN AUMM 11"im "M-M \\� . No zb, Wfuete - do &*,- shisolex Suill 90 1, Nw, cou Will. ab.9 it. lo.0.1 die, AN ai,im-cout- SWM-0 1U19OIU1L MMM 4. towbill M Aboeso WINSA SO 12 cturouts. I Now. J$4 Skovilhod Aft mudwippow owd arour dints 4. **.*. --- simmorlit HR 1, I, und d � vowtmi mo,s, kip.* Aouffe Uor W cdpof the fireo-cmurveshmos. Amimp-sh" if. r-I shmor. bow AIN staloo us the low, kh cmil" of 6, ..I. ­ � (IFIVE Oft 1101111111 UP1 I Plem Note Code LANK= It , I ,� _j;;uur- J-_ .f , L �, ::, -. L. - .J. ..,. suocgiom "ARM coum- ----. -_ - 5, IF#- 11-0). INA ... tb- . 1/2'0 ovedumploor both .I- ad - I ._ � . I ti,__\:�, - , 1. EKb succouslonot --..I 0 mud bectift 11, - - - 6 csw­� ff d,v .* 1. behol; am. it ycoo - W pubig " Nible, spoke Air * ; ­ _,-. .- Lf. L - � - ' -� -L MURM: G.04 op ft cAlL MAN Sit 12-- 1 \\ 1'�7__-/W�<�' '\, NN, . F - _ - r"" r , .. '- . polikka,sompokillspoisque,r suid"wopt.a4omphout cumue, - 1I!1:_,_f__ 11, ., 1311" tt"Cmuwf$Wsww(pwcwlolIW),-=M.b"th- .,-,-,,\,��� - .-- .- Obuso,kl so .6. smits, 51 A.- (.0 ,I. left cmd) chum ,be .orlbuq 414'. .... . _nr X. - ---t- -- ,,, ,\, : r, "A+ I . L. ; --;'j�� L - � ­ ­ strous dw cod make fig Albin rotorkme from the tious; up die rod 1­1 I , _1­1, all 941400lliq shboes sook ** Itiver VIA poctiouts rumved to , . �11 F7 , __ _- PrOO&VAMPWPOMftRM7*fRWW(ftMi,�-7). Th, pl000stis Worse Explo. "A colift 5, Ilus complems 3 (0absti, udi kll ,leofotli ALM-louse shouslou *I -AU *1 cures. - , A ., fL� __rv� ciromor I 4 , 'W'A �� L _T _C _ . It -\- \ ,� � - goo" - �_4 --- , I � .1.1. - -, I ,I I I , � 'Sectiort I"mul essibUshes Air AN - --of 11. (PINNOV/1-1.4) � . . I - �j -_j , I R905.2.5 Fasteners. Fasteners fior asphault shingles shah be galavanized __ �111(25 . v5ffilw-, N (915 wj i; � - I., - ,:��. .� L7i;;,-S_�*��%,_ \ .\ � \ ooNNI L .. - cmmmlmlnmwmmw ! MM) VIM I.- - - Seaknot - __ --- , I ja� . ., .L. ___ ; � I - 'I - i , , " ... � \ \ I J,%.m mforictopicyck. 1. .1 - - .. , I , "M TOT == 311110011. $m4Rm , \ I r. FA L.Vh __� .- _r�,� � -1 I I __. , , - . \, �, section LI'm AM in Mum 11.9 ram 1411 sholmom Illy CAMILSIL Apply -611-Ofth, - _­ - ­ '. . I . r _'I'L L � .� - _T - , - Staner , \ '. - --- . ,"�"-- A, 4 - . , Wtw,h­*,.­'NWm 1; This meou b, deft below, ,'-,e�l ille 710,80 ,,­�,,.-- -N Piec. .. , � - ____�_ 1�,_ , ­ " J. Instul ", . . full Aboof, a Ike to I r - .1 I , I "MA tACENS 91" rt4our) steel, stainless steel, aluminum or copper roolng nails, mininmun 12 gage " _VA 0---,,m 'O". ^/-\ N� . \ ,101.-, \ , , rool - VA, tube he lboloo volh the ,do. Of the sum mom- to if. E_ "Ol � rt ': ,� . I - - - - Show Sain . � ____ , " *-'L-I\l un .WSA . thoubi " .Ill whift W the arst-liss, GA. F". 11-1.1. oibk_r�su000 R. Auto, su"I"imillimillawl" .0 := A I- ;1. nuyi) Aksou, 13-14: A."Noor-w-biloor,, �� ___ __�._:�:� ,\ , ... doulkils NO comoses doirbatiob a c3ecistre ITT') Thm, S. N1\ - - , , __ ---( � 'L ,satky, (I - Aboo'., W, . be Isprout-up, spot" [be limbio r ad holoo keep thquo fift NiNg 10 high "NI, (Rjw 11 - t4) . #9=212 ; q e Ai - - ­ - - - �-� --;�,� ... \ ,$, 1 - i­ . I I ; 1 1 [0.105 inch (2.67 mm)] shalnk with a minimum 3 (9.5mm) diarreter head, Ole , I / � " I ,ur I.- --,�-,�, , "I.- % Alstoo. ft sorkul cityroes - tm* Arecli flet. .1 grAmm CKAN, ' I� .1 - I I � I b A t 01 \ - 11�, �/ � , �_:: , shbollm.. the ­1 I"-, I I*C,A".44.w'(10'.3$1�')..ftvll-ml"*,Wg ; --,I - - - - - - - - - - - - / ,�// `t1XN01c`%__ \ 11 - . , - , I conil4r.dibeldmileof.Avoilesedimmades; Wq'plece Of the "oes from villid the komt Whis h- heou ressilmd N­ 1 ASTM F 1667, of a Isnght to penetrate throu - tbom 15-i Lw.f. .&ANli " �y . 10�__ - _^ % - , JND nmm" TM WOO& ,1':I`.1_ I M �_E__ --- .. ft- 1-1, ?Aule, sturthrAbilopul, 6, - - hip th. b- v hk , I . ,few- It. 1�3). Reme.1ft the -lw out Noureer counties. A.W -- ft-1341:14lo-doub, , " W��- , I. I -, cow A.. the, flea'arv.1tivole, ft Her urds do. Lee ude, u � i I i gh the roofing materials aM a -phols-ft-ON-NoApol � c __ 0 . cloor . p-l* k, it,. -,*.[ oderooid Apir, it 21.. F_ Off. INA" 0 AmeNt - ---- 11- . - �- - -�� �,�'. - .4 Ike saver =_ Ito" 11.1'". f- . CAU'llow Itumovilever, -1 loft conow cesmor diftlesh, billion I f.d.2,9�,mlh--�ik.fd.,ftmg.i*.. �_ I , ,-7�!i,&�,�, , Z.O.'r.ff*,W*.f*.ft,�".d"Vfjt.k,-W SivArm cot=. .. I 4 APO 0. W vim 10 the liviour Ilk coussiord t1st mol, Mike Aver $ - i mosem, is 14, ,morkefift tkumboo sow -,I thipiolls, 1. behoo u, - i 1 minimum of 34inch (19.1 mm) into the roof sheathing, Where the mf ! I I 1�1�1 �- -,-. ­__ coviourdibilroot Tbusibusurstrupshumill-huNiftiolluessal I 0. 5' by 36- "O. for de, a- -. so sooke. $WIW - - - . I "ri. if V. use Not. " irkp eder, millic doe Ormlit" 5/41, 1 - - __ __ __ __ - - --- - - __ -.", - - __ � - --- - . __ - _ - - - - -,�� , �� , - - )/� * .I.. " e* . -4, . �4' .be. - drip e* I, used. Abbille, Om cut the W 4 tils stsiodud dwise,tilo Almoole, On oA _A_L___!__- - __� - 'L - - X ! I I. Here's a Tip ... m lersellawpoltho.mumpNoisswi,i, i0yourbWAS411, Abib"WAir,b"NAEfor.10roolimerc up th-*j , �, I 4. C-dau, NA full-lesto scon-_ smillesslo" th. - .ff. at r - the top of A. - *I.&. pa- v airier, 1 4, U. be 46* knog, r ouldle - shimples fiethis - of 6. - f"13 0,4v"FlIvill"S', , Woo N." . , , No L.- 1 s" is less the � inch (19.1 mm) th" the fasteners shall penetrate i A-7 Iriu,* wk" fi--A (Chiud, ItAllook rA* AN4.1,14 M0 ftmv It.& Apphong theffi. 6 - --l000kod d4i, ifil"I"11-15). rismose **I.% me ew" to wm Ilic"Noul ft= Cerswevit INtopor 11-22, WINAdJurift huould 1 4 Flwi i ?,.is His AIN"ort FL ".I*. Alle, ___ ____________.,___ ___ ----* -1--w---- - -,-- -I,,-,,-- -I---- --- -1 - -1 - - -_ CINT01INTRIED SHINGLE APPtJCAT093 MANUAL Clopho,11 10. 106 &hpuAr1l Ctl&TAINTIED SHINGLE APPLICATOWS HAWAL CIPTAIRT990 SHINGLE APPIAC001fS MANUAL C&IM10,17 100 I throught the sheathing. Fasteners shall oomo wit ASTM F 1667. 1 CIATAINTRIIII SNINgtR APPLICATORS MANUAL Glipir,13 LAS Ile Gbolowl.1 CKITAIIIIIIIIIS SHINGLE APPLICAT01I MANUAL CERT&INTIND SHINGLE APPLICATORS MANUAL UNONNII 1151 I . I SHEET TITLE: CERTAINTEED ROOFING SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 1 - F_ �� _T 7_ii;P-M��__IT_J�,_i L- DRAWN BY: DZ 17 "-,-- - - �_�__ 11iii .- 17 17I., - 1__'1_71'_._,�,__, J., REVIEWED BY: TH . - . I RD I 01 L I DANSCO ENGINEERING, LLC - - I -- - 3400 P.O. BOX 149' Max OVERALL FRaME wroM co �° 149' MAXOVERA L fRAIIE IMIDM a Lo Apollo Beach, Florida 33572 R� .- Phone: 813.645.0166 21 " MAX 36 375" MAX. U O ONO 21 " MAX 36 375" MAX. `••' - C J Fax: 813.645.9698 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT D.L.O - 37.5" Max. ¢ rr N SIDE -HINGED FIBERGLASS DOOR UNIT D L o - -, PANEL WI01H +- PANEL WIDTH 37.5" Max. Q rr N www.danscoen inee6n com W-8' DOUBLE DOOR WITH / WITHOUT SIDEL TES FRAME WDTH -"' W U 6'-8" DOUBLE DOOR WITH / WITHOUT StDELITES FRAME WIDTH o W CA 25948 9 9 W/ASTRAGAL p W/ASTRA.GAL GENERAL NOTES cc Q G EVALUATED OR USE IN LOCATIONS ADHERING TO L.LI F- F OC Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® ® H Ci_ W THE FLORIDA BU:DING CODE AND WHERE PRESSURE Z THE REQUIREMENTS BUILDING CODE AND WHERE PRESSURE r-555111 Z ri REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM REQUIREMENTS AS DETERMINED 9Y ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I5 H O O ! DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, kJ O O DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 J '� DOGS NOT EXCEED THE DESIGN PRESSURES LISTED O J 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON I ^ Q ; 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOU:RED. OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDE -TIES i X _ 1 3. POLYURETHANE CORE FUME SPREAD INDEX OF 50 r ¢ O Q S? 1 L% AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. _ I 3 POLYURETHANE CORE =LAME SPREAD INDEX OF SC s _ "� _ POLYSTYRENE CORE FUME SPREAD INDEX OF 75 x J W U I , AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E&= W AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84 o jI CD 0 4 PLASTICS TESTING OF LITE FRAME MATERIAL: z i A. PLASTICS TESTING OF flBERClA55 FACING: ¢ � Cd Ln TEST DESCRIPTION DESIGNATION RESULT a t TEST DESCRIPTION DESIGNATION __RESU_LT '` u SELF IGNITION TEMP ASTM D7929 680 'F > 650 'T '' I 1! SELF IGNITION TEMP ASTM 01929 �111 'F > 650 'F '. t RATE OF BURNING ASTM 0635 1.10 W M N lip L RATE OF BURNING ASTM 0635 79 IN MIN I. Z SMOKE DENSITY ASTM D2843 69.B% } R SMOKE DENSITY ASTM 0280.1 8.9XOTENSILE STRENGTH• ASTM D638 -7.48X Dn'F m m„ TENSILE STRENGTH• ASTM -Ofi387.3X DIFF 77SLL iV{f i g 1 ' COMPARATIVE TENSILE STRENGTH AFTER WLAMER11,G ' X�' 5 PLASTICS TESTING OF LITE FRAME MATERIAL l uvS� 3 I I `M _ -L W Y��rr1 I Q -� iD Y 4500 HOURS XENON ARC METHOD I E; a iv TFST DESCRIPTION DESIGNATION RESULT Q Li a m fr1 •• e j SELF IGNITION TEMP ASTM C1929 680 'F > 650 'F L $ r 'tl [V ix g O ! RATE OF BURNING ASTM D635 '.10 ;N MIN j p Cn Q J O I SMOKE DENSITY ASTM 028a} 6g.61L o DOUBLE-IFSWWG UNIT W/SIpELITES n( q I TENSILE STRENGTH` ASTM 0638 -7,48X DA QQURLF 1NSWWG UNIT W/S1D IT S I F, 0 -1 I i • 4500 HOURS TENSILE STRENGTH AFTER WEATHERING M AddLldrIbIMY I 4500 HOUR5 XENON ARC uETHDD 1aj AOrI�bNY1 } I 1� 11 I n00 Lu 3 DO I W I z 00 00 00 �21 ug 0 00 00 0 0 00 00 ou u SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNl7 SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELi y I SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DODR UNIT WGL DOOR Lim SI�NCL��OR UNIT W SIDE ITFS DOUBLE DOOR UNIT W/RID LITES WITH SIDEUTE WITH SIOFL. ITE C I WITH $10ELR�' WITH SIDFLIT£ p 2 WHERE WATER INFILTRATION DESIGN RESS IS WH RE WA INFILTRATION PERFORMANCE IS 5 25 OS i ------- - - - DESIGN PRESSURE ItAl1NC REQUIRED TO BE 15% OF DESIGN PRESSURE LIATEr 717 1/05 ! DESIGN PRESSURE RATING RLOUIRED TO BE 15X OF DESIGN PRESSURE aYE: TABLE OF CONTENTS CON=1G MAX WIDTH INSWING OUTSWWG INSWING _ _ OUTSWING TARE OF CONTENTS C0NFIG MAX WIDTH INSWING OU SWING INSWING OUTSWING OUTSWING• - - x 37.5 +76.0 -7 .O -75.0 +19.0 -,90 H55.0 -55. Srxv. N.i.S. SHCL, --- x 37.5 I 0.0 -70.0 + 0.0 -70. +t9. -19.0 +70.0 -70.0 +70. xA.E: SHEET If ULSC4VPTION - rY DESCRIPTION _ N.T.S, xx 74 +%0 -550 +55.0 - .0 +79.0 -i9.0 +55.0 =55.0 BY: SW$ XX 4 + 0. -50.5 :+SS.D -50.5 +t -19.0 +a0.0 -40.0 +55.0 -50.5 owc er SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES - I , TYPICAL ELEVATIONS & GENERAL NOTES OX or %0 5 +55.0 -55.0 +55.0 -550 +79.0 -19.0 +55.0 -55.0 - -- OX Dr XO 7 +,10. - +55.0 -50.5 F19.0 2 ANCHORING LOCATIONS & DETAILS CHK. 8Y: I 2 AN H RING LOCATIONS &DETAILS - - OXO 1t25 + 0 -55.0 +55.0 -55.0 +t9.0 --19.0 +55.0 -55.0 3 ANCHORING LOCATIONS & D TAMS Ox0 n2.5 +50.5 -5 . + 5. -50. +19.0 -t9.0 +40.0 -40.0 +55. -50.5 -ANCHORING LOCATIONS & DETAILS OXXO 149 +55,0 / -55-0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 °�N°N0 "D OXX t4 +50.5 50.5 +55.0 -50. +19.0 -t9.0 +40.0 -40.0 F55.0 -50.5 aaAWW+c No: DWG-MA-FLOT28-05 I • High Dom iTregholD OlSiyn D1YG-MA-RCt29-05 s s. EV 7 a Lu w S°E DETAIL 3_ j,6" ¢ GDOO I 6' I-- SEE DETAIL 3- 3 ' /) „E" O GO GO v' ., 3 3 L l � N I -1 3" }, 3" 3" ��- O ! J I I I I I E 6- -� 6' I 6, 6. �- Q z I I I I I 6 6"L_ Z Z +i O Q GrTi-6. -I� t- } WL^L' W cv i �a a SEE DETAIL y ^ Q a SEE DETAIL . O � 1 J j U I J 1 U I \ ^^ A a C L > > I SEE DETAIL SrE DETAIL p o SEE DETAIL I O - - I "C" A - Ow '.' - SEE DE1Ad B SEE DETAIL �- ¢ B Q v>• i n 8 SEE DETAIL �- B ;� C• A A D' B 9 v G v1 G H ^ H zo i A O "D" B H25 �+ I 6. r6"yA � _ I I I L_ •. .� .I _ � I I �� I � I I I I I 3. 3 3" 3,. 6- 6. o 3" "1 - }- ,- }„ 3" _ I 6 e o o. ' 6" - -.� ►- a 6 SEE DETAIL 5 } ( I SEE DETAIL 6 -F.. - m 1 "F' I I THIS IS A NON ENGINEERED 3 SHEET BASED ON PRODUCT APPROVAL INFORMATION ASTRAGAL RETAWER BOLT HOLE Z ' LOCATED ON THE STATE OF #8 x 2-, 2" #10 x 2° 18 x 2-1/2" ii;�FOR MUST BE DRILLED THROUGH ti i #8 x 2-1/2' #10 x 2" #8 x 2-1/2" � FLORIDA'S PRODUCT / THE THRESHOLD & INTO THE ( ; APPROVAL SITE I /%iC x 3/4" STRUCTURE DEEP ENOUGH �'10 x 3/4" � #8 x 2-1/2" #10 x 1-1/4" A1375" THROW #8 x 2-1/2" 110 x 7-7/4" �-6j;AS"RAGAL RETAINER BOLT HOLE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS 1\_�_ AFTER THE DATE R IS SIGNED AND SEALED. qtt x34- #10x34" MUST BE DRILLED THROUGH n / L! 0 / - / THE THRESHOLD & INTO THE Y SIGNED AND DRAWING LED FOR THE STRUCTURAL PORTION ❑ #10 x 3/4" DETAIL "F" ASTRAGAL o #10 x 3 4' STRUCTURE DEEP ENOUGH o ( OF THIS DRAWWG ONLY. A10 x 2" DETAIL "E" ASTRAGA 110 x 2" DETAIL FOR A 1.375" THROW 02107-7HESE DRAWINGS AND DESIGNS ARE THE JOINT DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 ( DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT PROPERTY OF DANSCO ENGINEERING, U.0 AND THE DETAIL _"If STRIKE PLATE TO FRAME OR EDU\` DETAIL "D" /6 x 1-1/2' PHS 6 1 STRIKE PLATE TO FRAME CLIENT ON THIS PROJECT. ANY R@RODUCTION OR UNAUTHORIZED USE IS PROHIBITED. AS SHOWN. � AS SHOWN. DETAIL "F•' ASTRAGA z REVISION: Addi"bWU DATL 7 11 05 AddIIW�b1YW �"1fc i OA2 5/25 05 • 0.962) N.T.S. �- 0.962" OrfrAia7lh: -� ,;. .}.- QI�iEipllb: scALE: N.T.S. 1 375- RMih4F-a•-a••�. � l DOW�5 / .;�;- O+G. er SWS 1.375- It'd , 75• � � SWS - DATE DESCRIPTION t,'�,T`� 7' DO OR EOWI/ C.. BY: TUL- _J r3 1 I ::*Y ` T CHIC BY: ' "'-• :: DRAWING ND 1 DINYNG ND >E YPIC INSWING THRES-TOLD OUTSWING THR SHOT D HIGI i DAM O S THRESHOLD NSWING THRE�FIOJ"D OUTSWING THRESHOLD DING -MA -Flora tri TYPICAL GLAZING DETAIL / DNG-YA-FLo129-O] 51£Et or 3 i %HFH Or Qc II•," CZS�N SEETAIL `3. 6"- 69 Q��00 SEE OLIAIL 3" 6 + . 6" O 3_ . 6 }• --{ 3 3' Z .E�. SHT. 2 3" 3" W U + I " 3" O U) 3 6" _ 3• - 3" � � Z - -- - i - - .. - - - . - .---_ Q W C ) � (� I �� �- I i( I I I I ¢ g Z VERSION NO. 6. 6 T _ 00 - _ ( 00 n SEE DETAIL ^ Q j U w .D" SHT. 2 - - o_ Z j a SEE DETAIL a rn g J „D" SHT 2 Q { SEE DETAIL j 'C" SHT. 2 op SEE DE -AIL A --- w p 7_ st "C" SHT. 2 - - W - - W g I A ^ A °d o N logjig _ rl 0- 9 - gg � e _ � I c - 6" 1 - - - � � o I I_ III I I I � eg ix p I I I 1 1 I I I I I I g I 3„ 1 3" I '1T 3' .. I aSEE TiFTNI , TO 3,:m"F" SHT. 2 " SEE DETAIL 6' - 6' ( I ._. SHT. 2 6. Ba�iL 1 c L -- 1 _ j ATTACHMENT DETAIL s 9 ATTACHMENT DETAIL 0 1 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z d 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0 SIGNED AND SEALED BY HAROLD E. RUPP, PIE N SIGNED AND SEALED BY HAROLD E. RUPP, PE, ( (FLORIDA #15935) WITH THE LOWEST (LEAST) (FLORIDA #'5935) WITH THE LOWEST (LAST) HARDWARE SCHEDULE FASTENER RATING FROM ]HE DIFFERENT FASTENERS o FASTENER RATING FROM THE DIFFERENT FASTENERS ! BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE c BE'NC CONSID=RED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER I SHEET TITLE: THRFSHOI_D FASTENERS ANALY7FD FOR --IIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE 114STALLFD a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL CYLINDRICAL AN U DEADLOCK HARDWARE TO 3F INSTALLED kT • #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 50. ° AT 5-1/2" CENTERLINE SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR a AT 5-1 2" CENTERLINE. < SHIM MUST BE PLACED IN SHIM SPACE AT FACH ANCHOR MIN LOCATION. 1.50"- / MASONITE o. 5 2. 4' X 4" FULL MORTI E BUTT HINGES MIN L -X" 2. 4" X 4" FULL MORTISE BUI I HINGES. ��` EXTERIOR DOORS LOCATION. 5 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM NIA UJ 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL -I �- - z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT I '� CD ANSI/AF&PA NDA FOR SOUTHERN PINE _DING=R AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE t.25 FORMATION: V OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE Adbltlnb111M WE 7111105 MINIMUM EMBEDMENT OF 1-1/4". LL MINIMUM EMBEDMENT OF 1-1/4", �; SfiWE: N.T.S. I ` AddRldobALMf aTE 5/25105 ! JOR NC�'•7:." '?31I w TYDICAL NMiIBtlBIR e. SwS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPFRL Y TO TYPICAL �L.RLILBNa scAE N.T.S. 3. WOOD 3UCKS BY OTHERS MUST 8E ANCHORED PROPERLY 70 ANCHOR INSTALLATION OLbALRMwE" TRANSFER LOADS TO STRUCTURE. RR4imdBLe owe. BY: Sw5 TRANSFER LOADS TO STRUCTURE. cHc. Br ANCHOR INSTALLATION Do D ISSUE > 49.04.07 Z pNMNO ra. 4. MINIMUM DESIGN VALUc STRENGTH OF ANCHORS 171 LBS. CHIC, "Y I '"� 4. MINIMUM DESIGN VALUE STRENGTH OF A\CHORS 171 LBS. DWG-M4-TLor28 os 't °�wN"G "0' w - DRAW Y ,j, DZ M.hF10124-0.5 sNm 3 of 3 sFEEr 3 of 3 o - REVIEWED l� DD 1 . - JEFI-RY 11 IRNT,SON'� 1.E Fel,ruary 2005 Product Approval A&A Arnold Inc. 1711 W 3811 Fit I!ntt l2oli 33iII27077 I-kar Sit r A� a FI(vidar cupoccr who perfunsIs ir�iluisu,Un sel fim Wayne Dai Inc. I cov-11I that I have - financial iwci IF. the Sales, Lit ditnir"li,tr: of ally product tj. Inc. I further certify that my mth Wyne I>aIttFT and the Florida I'mitict An riwal prijcess cutriphi %ith, and sthAl 21"vs comply with, all Criteria as, stated in 171cril AdmiriAtr2tri Chapter 98 72. 1 iti. Ii 'y). rx-O -k2 4 A 5 S t I t­N A k K F ­1 I 4i) I A Ci­ QN I IA t I 3 2 2 2 A PIIQN� ,ul 02. i20I) - 1­.NX 9414 San 41,IZING A 1XXG NNE1 SCREMED 1=1.i. R1rH A OW� M 13 GA TUHLZ ANGLE ­0P NTFRMEMAW Srci ("I ot Arr�ou, DECORATIVE 11 GA FLAG DESIGN PWISSURES ON ITTS �.Asi% �� G..ZNC !iHVUj HAVE A ", Hfi OF to CA �Lpz 'In 1-0 A AXIMLAY WMIH OF 16.15' GLAZNC S Nor i KSSTANT .0 COESS I.ACK .01 MCUE` THE FOR leo-� DOWNS, ac� LAG Soil (ANN 3 LONG GLAZED "A.E. OPTION, M' 4 SHOWN) MINIMUM, SIR TOGETHER (10) '?4 2M/)6* FAACX�, ON INTERMEDIATE SEC� OR Iii GEQORA�W UNIFORM DESIGN IS 1 A I jai I" �ET .6 V,i .AYE HEIGHT AND A NA411H. I FINGTH Or 16 YERT Is IMPAC' Kai W, MEET FDA .0 Don PN,-SORN1 GESIRS WoOPKIL YNYL OR Ai 0, a, O.� wi OVERLAP TOP AHKOVAI WON ENDS OP PAMELS Iia""I" '/I,. ANEC' NEGAT-YE PROSIfts SCIRM A, EACH BRACKET 4. KEY -OCK, SUCK LOCit. OR IX"CRA10P REQUIRED. 1-5 GA STIFIENED-1 ED.AM T, IAMB BRACKEis PSULA M. 90ANDED 3C SEE SONCLOALE FOR CLARITY. i9CATIONIL MKINIUM PACER A D AP TO A AND ­IPIE ISP 6 DESPi SUPPORTING KFY LOOK SAN LOCK �PRG�FEI: A" RECORD FOR ME INJUNG OR STRUCTURE HOW mot toot MO IN ACCORDANCE WITH CL"MNT NO SHOW "QA Cl CODES FDA THE LOADS USM ON ORAww 7. CODE AM TO HE M�W 24 STRUCTURI GNrgoKR. REIER W CONNECTION LLWCMI FOR ArrAt-MM7 70 SUPPORTING S-RMFURE. E. LOUVER OPITUN -,�ZZIMUAMMeS SHEIC DOOR SE, I.T 2 ALLM"IM,LOUYERI GRINGUM 7 IS) Sm.m OG,`TI" FOR L-SAR DCAnchs FOR (6) SECTION DOMS JO.;' SCREWS Si IN NE EIND PANELS NOIES 1 AND 2 0. MS OF THC BOTTOM SECTION, 91,17 For, GLAZING ��r sumfilifiPOSED bESIGN PRESSURE LOADS ON SUPPORTING STRUCTUR E -MIR 07 61-i'S I MARK R. BUVi P-- itNL, 57,5i,,iI - ------ ---- - it D" HE1,47 NO of SE,GNS,@RACKErS EACH %1AMS) BRACKETS M UK I 00-TOM MACK iisousoa 2*) (Q), 67� (01) TILDE& OMO I .0i LAOS, BRACKET ATTACHEI TO TWA;% ii TRACK Sl AND Nu- AS SHOWN ASM. (O LOWNING DANEYSCIP DENOM QH" NNSTALL Ai NRACKET NS--P,UO A SIIT��,Y ROT, AGG1r0KNL NAWWi NODDED TO ATIACH TO QL.ZW . MOLDED FRANKS SCRrW.D TOGET17.1 WITit A liflailiral OF (6) 13 GA -CNi .0" IN Wr=WT t3 GA n.AG ANGLE PRN`UM!VE A = ". �OR`Ti 16 .10RIZ Ahe . .�� IENGIN a M . M . QLAi 15 N - ­i RESSTANT AND DON Mal WEE7, 'It WOU'AILMEWS ran 5/16.1 - SCA yinc-SORNE �UM REMONS 3 AS Z LONG GLAZED i'ANEL OpTION - D9O` SHOW") MINIMUM $iar OLAZNG N WXMO pRANIES 10 0. "N"EIRT 5CRENED TOGi .I A (10) al SCRE" Ys Auav IN LINTERVEGAII sECSUN ("I INTHOLT ULCOMAMIF INISCRIS' Mi ApOMH ST ATIC DESIGN PRESSURES Ti GRAINING. ScAll AT GLAZ,NG S� VE A .- �0;1 or VAIF SIRAEWI I �3 75' 1 A I rl OF 1D. aAAe, - DISTANT GLAZNG 0 N.T'SPAC. - GO AHO 1/.-" E. NOT MECT TH REQUIREMENTS FOR 'res" :NG.YL NWT AT EACH Jai Loi OR WOOD DOOR STOP .... A A PAI OF E, Q.� MAI VWRLA. top AND SON Dil 7 PANEDLS WIAWW 7/,fir To ABLE, KEY _Dox SIX OPEPATOR REQUIRED. 5. =CTiCII S­ BE CONSTiIUS- FOAMED N PLACE `HSUI_ArON 011ONCAi DONCED !0 30 GA JAMIR I*AOKrT9 1ACCR �, AND I ACKER. UND ZA- AIT, DUN SHAW, K It 0� OR SLIDE LOi POPONSi OF THE RECORD SUN.DA`G AI Atc" I. Sar .QW AND IN OE ON MM.T 111i 1). �)C _- StAIM com F NE LEAPS Ii ON "As CLAR, I FIRAWNCO' 7 DON .1AVA � FIT .I- 2. SLLJ� (s) 4L - uJLU SIMACTURA_ MADE 'Lidam. PEi to 00ON SHOAN. Utz �Ei 4w CONNECTION S6"LE�"T FOR ATrAaWMT TO SUPPORTING S-RUCTURE 5) sEc,oN ODORS AND SEE NOTE$ I 1) 2 a LOUVER OPIN - M' "i ALU� LOUVERS IN MIDLOED FRAM NIS s4r, ton qL.Az,K` SCRIEWED, 10CENFA AN A MA1M­LB OF (6) E Wi SF1r_ T., M DRANK UARHOW, IDA �ICFNS[ NO, 57,3119 U.9 Aril Technitillici Inc. 4741,.Sulton Park Court Suitt 402 Jacksonvillil 32224 Evaluation reports are the opinion of the enedraier who prepared the tvport, based on the ObWings; and In so way conaldhise or hil apprill by a Intel building autheft. The ongbww. in miew of the data xui�fiattl firishthai bkopixim.theprodud, in2teriat.�,%�im or owhodefeemorueMn ipwifikaNy Idnitifled in firix repori confornsis with or is a saftable allininti to that Vwitted in the Florida Building Code, SU RIK T I EfTii F. Ij 1411 ATION9 IN I H M REPOR r Jeffrey P. Arneson. PE a licensed Floficla professional engineer and empoyarecif Jax Apex Technology. Inc (Apex Technology) has reviewed the data submitted for compliance witri fire Plorida Building Code. NeitherJeffreyP Arneson, not Apex Teclhroloi are responsible for any ii or OMSSIOFS To anly documents calculators, dravAl Specifications tests or summaries prepared and submitted ty the design professional or preparer of record who are imted in the Substartiatirg Data section of this report REPORT NO: VILD200302 CATEGORY: Doors and Widows SUBMITTED BY: Wayne Dalbol Corporation 1P5 Adkon i Pensacola, 'L 32514 I. CERTIFICATION OF INDEPENDENCE Jeffrey P Arneson the 7:oi engirr,evr who oreoared this report, and Apex Technology have nofirrancial interasit in Inp. manufacturing, or Distribution of the pro�uclti, Included in this report Jeffrey P. Arneson and Apex Te&,noloi comply with all criteria as stated in Florida Administative Code Cnanter 9& 72.1 10. 2 PRODUCT NAME Moclels 51 20/91 00 Garage Doi Models 5140114400 Garage Docr Model 9600 Garage Cloor 3. SCOPE OF EVALUATION Structural Transverse Wind Loas 4. USES Model 5120/9100 514M400 and 9600 garage doom are used For residential applications mth specified allowable vi pressures. IWv�yt:-Didten 13 ADUAISTARLS PLACE U-IAAN OVER srf9FM RID M .-BAR .07 OR Nar F3 F-Woa- FIXTURIE ATTACHED TO VON THE (11 Ii UNCHRED �j 2 FOR U-SAR nALLSATIM7 )DIED FACING U 1FQRMAT ANO ANOM PK-��c HOLES EACH WAR I"TV� T�, IIN, MOTION OF U-NAR _.CM "i m CAP A, =V /W END ON (2) I�T_ M CAPS AMC Iw opkuw cmwEx sms Dow KtA041L f AND, Aoci ic.ANM CENTS 104MMO STRUT I I A w� P=70 I iSTAMPIED MVAKA. ORT 3/07/136 I'RE-LINCHED "OLES IN top or U-SAR U-B. 010 ITGRAL. SCRIVINS. 1-4; (a) INE-PUCHED HOLES F.C. END JGE OE USE l� UPRARD .0 A7 ACH END 'S.MZL ILA ORIG.". Or-20GAEWW IMV--- I 1DESiF4 CPSFY. �25.90/-30.so F.A71._,i17: DATE N 4A! WE W TEST F T,LO3 /-41iL7O PASM 3/7/00 CRT P ATER __ _M_ HEIGHT; 2I.- IIECKIP I MODELS 5120/9130 il��T I or 2 L � T a' 3:393 .C�XSON CRW DRAWING ii NO, NO -T No sEv EV+ NbAi;OU. FJORNIM, 325!4 D WINFILOAD SPECIFICATION OPT�CN ll F N29 31 B;5 �81 3 (El .74-900 JAMB OET DU4 A*W DOOR 'AM ,M_ N, C, ALPS 62� WASM4W.1;C11 BOTTOM HEIGH, SECT"'I 11ACH JAIAN11f TRACI 1 2*) o W-01 5 5 a - /V (0). 67' (0) "AM 1) FOLLOTANG DIMENSION KNi SUOTTED JAW BRACKET ATTACHED TO TRACK IXXI .0 N07 AS SHOWIN ABU*. MMENSON ONOWS QUICK INSIAr, JAMS BRACKET hr-AL. 'C N LOT W ADDTIOAAL HARDWARE 42OLED -0 ATTACH TRACK RE9RQ ON iliwR=1SN = ON ECAUKI, Ir SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE M. 101, DOOR �pow LOAD EACH �11 (AT) wu� Hi W-4f ALL I + syArc PREs"r RATINGS I APPROVED SIZES ISCALE.. N.T.S. ISLZE: A ini (Pss`�, �15.30i Jul *GTH! 16*--cr DATF NAMF - -7 (PUY .22.9l IMAX HEIG�T: V -C� AM 3/111, oil- WpicT/CY-(XJC RATE . D (YES/Ni NO MAX SECTION HIEWT; 211 CHECIi elos I I Still 2 MODELS 5120/9100 A00". DRIVE DRAINING PART NO. REV. 318959c P4 qSACOLA. FLORIDA 32511 VANDLOAD SPECIFICATION OPTION CODE 0229 PROPER AUGtNMT OF Moulill CAP AT EACH END ON 13 rA SEIF OftL� ~"TV NgR% U_B.R 00i WITH 1/4 1 (2 OF BOTTOM SECTION SMALL Be ATTPCHEO thin, END W AT EACH WHICH F Y oo WIN "/-7Z,iff ON ATTACHED) OOTIGAP ".� OF ME W-GALK NTLON Supi ROUS WIN mm OUL TO a� REW.� TO Ift AT THE 'It U-BARS*.�LSE STE. 0. SFCFOS � TO KI&I" ITALUNG SLIDES AND ATTA�MW NOTES ON THIS SHOET 10 GA WX ATTACHED -1 PLACE U-5. MY 1EGIUAL IT AND ATTACH IN) ORAII SOX" (2 ')F r2to)"I F THING A� .A ARE 0=�M NZALMOD Pro EAGN TL LOCAKIN It 7HING FLAINGE OF LEAF. AMC I IS � INSTALLED U-MAIR WITOM HINCE " I THING IOU Pm-"Wro Hill WES OF U-NAR AND IN .-GAA' I.R.GRAL RIB %Q XAN) DETAIL C 12 GA BOTTOM FIRACKET, FACTORY ATTACHED I DOW so OLEAN IqoGM SCR"B- CRET AND ATTA04 THOU END W 0i A EACH END 14*14/-140/0' 330,11 DRUJ-c CAN, SCREW As SHOW AND USE (1) I /-I.= MLF DRWMS MWWn SCItEW A BOTTOM OF IF BOTTOM U-SAT AT LAZIN MME AT 9-VtRY DETAIL D "M LOCAIIOAL UK (4) 11�20.618` CRANTIME SCRICIP -7 OTHER MARK R. ARROW, FF LURRIA Vol NO. VU69 13 CA A�MIAM Top rMiusir ATTACHED TO PLACE V-sm OVER 15 ON, THE (S) pirr-poircHED PRE-PUNCHIED HIDUES At 9070. U-BAR �O[Ucr EACH DID F No UPWARD ANO ATTACK THRU 010 CAP AT i, g) EACH DID WITH (2) I/ - SELF Oftai clittarME PEIAL-A 1� CA ROLLO %UOt 'ITACHED TO PW.-PVNCW. "I'Mrs IN TOP OF V-W TIGRA,_ M WID, ON Us, ;A`W4B)t*PZWARQ 2NDUAINOLES EACH DX -PVW TACIT Wo IND PROPER ALIGNMENT OF POLLS$ IEACH 00 ON U/4-14,7/ir CM AT DRILLING CRIMPITE IN$ 15 GA INGE ATTACHED %Lil U-BAR PLACED Qit� WIN (4) I/4-I4xS/S` mwntr SCREWS (2 OF BE ED III END CAP AT EACH INGON K FAC"ORY ENO ON SELF DRILLING CRWEm LOCATED ON ViE &TFAi wirruis ILLAWAR, Gy 1. V-VAN WM"O CIARANCES REQUIRED TO IRS I" 2* NYLON saui I Ol U-SAIRS. ALL ;i-04" SNUIUL BE 4' DElft.-B SECTIONS PRIOR TO PHROLLER SUCHES AND TOP -OTM ON "S -PLACE 18 OA HIMOIL ATTACHED J�,W CAN OMCA� AMC AIFTAN HIM (a) 1/4-na/e GAIN SCREMS (z or "dPWFIE ARC 1AC1R1 0 soft.$ THING, PRE - HOLES A, ACH An I'lliu, PLST .10 EACH KRRWMGTE HIM toCATIN 1% I.H L, FLANCE TOP LrAr. AM I Or 6 I'� NSTALLED OF U-ILAR No T7OW HVIGE LEALF APO I mw PAE-PLM04ED 11" WO OF U-SAR AND DETAIL C asixtRAL In OF SECTOR) 12 GA OCTrOM BRACKET FAC70RY ATTACHED ON SCREWS- AKaQ DOM 10 GUAM 9DI BRACKET AND ATTACH THIN END CAP R' AT lus. Ol IEUF DRILLING sm. As SHOW ABC M (1) SELI DRILLING MWMR $=* W BOTTOM OF THE BOTTOM V-DAR AT EACH Fft-�UHCMEO M� A7 LVENT QFTA;L Q Q; LOCATION, ISE (1) 11�20418` CRI Wiilt sCHILIN Al 41 ON" M-�.90 -Out 4�ll"� MARK UAHRi HE roGRITIA LKZZhi 140. Si & DESCRIPTION Paw Models 5120191 00, 14019400, and 96% doors are sectional overreact garage cloofs neulated with a foarni place polyurethane foam. The foam insulation is chemically bonded to an exterior free, Sion and an Intel polyamirtate skin I Model 96013 has an 1 interior go van,zed anti pat.ed 32 qdge steel skirt with dot embCmed wood grain texture finish) to provide a Composite section for added strength of the garage door Theoxiii ral skin is constri-icted oll il KSTM A65,00 CS Type Piteel with an ASTNI Ali C3T40 galvanized coall ancl two mats of poyestet paint The extel striiel skin foi Models 5120/91 00 and 9600 is embossed with a contemporary wood grain texture firush or a colonial rarl .),or vertical ramed panel wooct grain texItire finish The exteior steel iskin for Mods* 5140/9400 ise,mLiubi with a Wdl fe-asseu pairti wtuodti;l textuni: finisn and may be ovel with optional decorative trim pieces Each pinch resistant Section is reinforced win integral foam filled horizontal struts at the top and bottom for added rigidity andvuwRicted together vi 18gage 1l profile full reuiii cmiter hinges and 15 gage low profile pinch resistant end hinges Models 5120191100 doors with option Code assembles tailed in Table 1 of this report are limited to a Maximum Section height of 21 � and are reinforced with 1. V deep 20 gage end cap. Models 5120M 00, 5140/9400, and 9600 doors witt. option Code assenrilbiai itired ir Table of this report are mirted to a maxinium section height of 24 al are reinforced INYth 1 4' deep. 20 gage end caps. Models 5140t9400 and 9600 dcor r w4n option code assemblies listed In Table 3 of this report are limited to a Maximum section ni of 21' al arc reiriforred with 1.4' deep, 20 gage end caps Door Trapics I option code assemblies Irsteom. I LCHIes, 1 2 aria 3 LIT INS report rave both horizontal and vertical tracks constructed of mnmurn 16 gage, 40 loit slatil and fictional with an ASTM A�25 G-40 ga van2e coati l The -vertical tracks are attached to the supporting structure with 15 gage lamo brackets as specified on" most recent manutacturers installatiton instruchors/drawings. Glazed Sections nlesta, noted otherwise, the opten code assemblies listed in Tables 1 .1, and 3 of this report are available with a minimum of 0.090 iii thick Sandard SSB glass windl that are Initiated in frames and insertaI the top or Intermediate section ofthe door. The glazing; - not impact resistant and does not meet the requirements for wind-borne debris regions "Refeir to the most recent rrandfacturer's installation instructonsicirawings. for glass size-, ImIations AS (4) SECTION DOOINI MVM(SV 2SD So _4AW LOCATED OVOT INTEGRAL " AS SHOW I. ALL U-4BARS INALL K PLACED OVER NITECRAL, I= AM ATTACHED THIM PW-PWC"W HOLES :N (2i '/4-14%5/r COWTIIE SCIWM AT EAOI niNDAM WNW LOCATION. (2) 11�lftTllr SW DRILLING ~'V?E SCF4M AT LACK FING CAP (LiCEPT BOTH U-11i ON BMW ine" - SEE BETAS. 0 AND 0 THIS SHIMM, (XMPIM SCOM END OF OCCIR AND WMb"k?E HINCE LOCATION. AM (1) SCREW ��ATELY a' FROM FACH 00 NONE WALL K A TOTAL 0: " SCRM ATIACHMIC I" 014 Al OF (10) SCKVS CACK Z ON NE o�� OF THE (0) PK-M�D HOLES " THE TOP W LAC" 040 USED FOR OF THE ROLLO, A�ADfANT HOLES IN ME VAE' AND THE (a) PRE -PUNCHED 31MICIM Or EACH, END VOW FOR ME A"AOOOO Or THE TOP nXTUM AM 1. C" NOTED D"Rmw ON IS SARCHAKUPOLI HOLES IN A I U-RAAS SMALL W ATTACHED 10 ME WITH il-,KBIST cNaFFTE sGRES, I 20 G� 4-11APS, SNAL, BE STAsoia, "3e APPROXIMATELY a' FANOV, EACH M. LINGE _�40UAE DATE I DESIGN (f�W): !WAX ME Ir-O' 1DRAM 1 3/7/06 1 CRT TEST (PSIF); /-48.20 I MAX 42GHT. WACT/C R S/140i NO [MAX SECION HEIGHT, 21-ICHEMOI 4/5/06 I Mile SHEET 2 OF 2 MODELS 5120/9100 3M ADDISON MYE DRAYMO PART NO. REV. ASACOIA F-MA 32514 WNDLOAD SPECIFICATION OPTION CODE 0228 318958 fRWI ,17�28W P3 SECTION DOORS AWD CIER ZM RGS AS I. V-aARS SHALL K PLACED WTEGI MISS AM ATTACHED MAW "RE-FUNCHID) HOLES (2) 11-ii CANNIPP � AT [PON AMANIMIATE ==A=T14H IU7,W ORLL" a �mw TI 00 OF DOOR AND XTEMAWATE 4NN LOCATM. PMRS, FWD" ANDTHIS GWAIM NAN IT -Or. THEM SKALL BE A TOTAL CE ) SCREM ATTACHING EACH U-SMN asol �20U_FLAAS On BOTTOM BECTON SHALL HAVE A TOTAIL OF 118) MWWS EACH. IM DOOR ODNS LESS THAN OR EQUAL TO 72' m A "O"AL OF (18) Scitries EACH Vi EXCEPT BOTH U-IIARS ON BOTTOM SECIKAI SHAIL HAAE A TOTAL OF (14) SC" 2 "I Oui ATTAOWHl OF THE ROLLER SUDES AND H -PL#40*0 HOLES 41 THE IMTTOW OF EACH PRE 11. USM FOR NE ATTACHIMANT OF THE AND ON" NOTED OIH" OR MIS proFurgN PRAMNO. ALI. PK-PUNCHW NVLE$ 0 ALL U-IIARS SHALL HE ATTACHED To THE NOR WITH Ils-14tSIV COWAX SOWM I 20 U-s�$ EIRLL a SIAMPED 3e WPWOUlaY r FRKW EACH END -7 A' 10 CHAWNEi BAR FASTENER 11PE C ps rTOM ZTAl STRUT OM�"� W� VM OL�T 10 ,CRT 3/07/m ADDED %PEP4VPMD. Ml LOADS AND CLAIRIT TOM =.UIF IAI� DOO" V&g Bai PEDIM FOR HAW40WR j Cr VADr,,$L I OYER a 5/10/0's A. am I I I I I 00 MODELS 5120/91 T 2 OF 2 INO. REY. "NCLOAD SPECIFICATION OPTION CODE 0229 318959 LP4 Ail option n-ode assemblies listed in Tables 1. 2 and 3 of this report are braced on the inside of". coorswith three inch horizontal spanning(J.1cars, Each U-parlsmi of erner 18 gage or 20 gage ASTM A653-30 steel with a minimum yield strengtri of 80 ksi and arc Finished vi an ASTM A525 minimum E13I40 galvanized coating The gai and qUaritty of LJ-bar braces varies depiensling oq the amount of windoad resistance required and tti t-tril of 6* duo in addition it, three irl ori7rintal spanning tilbEirs, some of the option nodis assemblies !!sled III Ta Lifes 1 Fil 2 of this � epuft at e libeced with Vefkal aluniff VIM Posts I rital up of 0 *­��irichthck SM3--,13 aluminum alloy The post is 3 telescopi-V post assembly The nii mprinber Mili ciameter it 1 j_� vAoe y 4 il long The inner mensirser outione WartHii,ter . 1 47' VvLe- K 3 -Z INSTALLATION All option code as6emblies I-sted in this report aretc, be installed in accordance wifththe most recent manufactaxer's published installation instructions/drawings and this repot Tre met recent marOacILrere Installation instrutaboneldravings Sh3l, be Ill adhered to arid a curry of these ins1rutionsildramirgis shall be Envallablic at a3times on the ort site juring,riFtallaticr) 7. ALLOWABLE TRANSVERSE WIND LOADS Des gn wind load pressures fur go: age doors shall be determined IF, accordance with Section 1e09 of *he 2X4 �Iorrcla Building Code and shall not exc8eci the allowable transverse wind cards shown in the follow,og taVes Table i: Models 6120/9100 Allowable Transverse Wnd Loads (21" Maximum Section Height) Winalload Specification 2LUon Code Maximum Sin Positlye Negative Daisign PSIA Reinforcement Glazing Available (YeSINO) Design PISIA 0228 21eS0 3080 3", 20 1.1i Yes 0234 ­0 I 3-0, 4320 4960 I3", 18 gage U-ba,s No -O- 11530 17 00 3'. 20 gage U-bant Yes ona 2880 3*. IS Zge I Il Yes I tr.v I -Q* 39 2U 43.70 20 gage U-bars + (1) Akirrinum. Post 0252 8 -0, 1240 1380 - 18 TO III gage U-11i 0236 Iii 2,'� 3000 3350 3' 20 gage U-cam - (1) Alunnoirm Post 0237 I 8.9 39 2b 4370 3' 18 gage il-bers + (1) Aluminum Post I 1. IWO' MATTI) IMMEL OPTION - -W SSB GLAZING N MOLIXED FRAMES SM"m TOWNER ArN A "OVW OF il sicarvis INSTALLED N Top ON W*CD�TE SECi COTH OR WENCILIT DECARATMIC "n=, -� STAIC rA IIHAG ANGA DIGNPW-S%N�ts ON THIS DRIWINDL CULDING SPIAL HAVE A WkVWA HECHT Or 0. HOME 13 FS' AND A MAXINGM LENGTH OF 18, W. O.AzING * NOT IMPACT RESISTANT AND WS TRACK HOT MEET ME [GaK�W FOR onws KICHNNS 5/14i �M" SCREW (IM 3 I LONG C,A2CD PAN& OPTION - NOT AS SHOWN) 3, -n OR WOW D" STOP IA.Fr, 4 20.9i TRACK Or 6' O.C. BEST OVERLAP TOP AMC vi HT, AND WON MIS OF PANELS N,MAi 7,ii,e NEGATIVE MKS ftUT AT EACH JS -1 JAMB RRACKIFT LOCATION MET CC . 9-M f OCK. OR OPERATOR 10 CA YERT UCVAN SHALL HE COPISLIM&CRIC OONDW TO W GA BMW FACER STM AND APM�NATE 5/1,10 -3/0' LAG SAMR EIND CAP TO Hi "M" I I. DEPTH. SCREW A' CAPIN se� SUPPORM EE� 6WP&W A THE 9WL K THE RESPONS8U OF MWESSONAL OF ]MOM FOR THE DUULW OR STRUCTVK AND A ACCORDANCE WIN QLVWNY FIESDING Is GA symn�a --Am SMO" CLOW6 IBM .9 Com ,151.11D WA� SEE WD.Al MOR QuAMIn. OCAT-OK 7. Dom MR 10 w .MGM 74 TYPE colm TON SUPP� ,a APAORWWT M P�OR� STRUCTURE. KEY OOK OR SLOE LOW. 8 jouvert OPTION - OGF N",PURP RON EMON (ACT REOGRIED OM OPERATOR ok��W- "OLDED FRAMES - Ser WWSAIMSLO SOW= TOGENIER ON A MINIMUM OF (5) rl;�CRtM MrAILILD N INE OLD FAMILLS LOCK r; oJur', sum McKsis DOW SEE TBIEET 2 FOR V LOCATIONS FDA (8) SECTION SEE 'L 1 ON Me SKEI FOR GAZWG QPWENL DOOR "I o" in OPACKM MEASURED PROM WrPOM Pi - EIGHT SECTIONS ! OMB) Or IR04X (AUL OWDW4 * ir`� L (A 45-1/4- (Iiii (All (UNN-i), ir (IN). 23' (Ai '(,G-il 0-I AT (0). W (a I� (joi FOLLOONG OuNorrizis SLOTNED INUMCNET ATTACHED TO tAi ON TRACK WOLF ANG PAT A� *KIM AINGAt. W"O ISLOIV" OEMIM GLECK INSTALL JAMB BRACKET POT4= IN ADD"ft PLAIRIANAIRE NEEDED to ATTACH To ACK. 2 FOR U-W NSTALLAT" A VQ CAP Table 2: Models 61 20/9100, 6140/9400, and 9600 Allowable Transverse %nd Loads (24" Maximum Section Height) Windloald specification Option Code maximum size Negative Design PSF Reinforcement Glazing Available (YQWNO) It Positive Design ri - - 2690 30,80 3". 20 gage U !LaLs - I 0601 06M el Ell-- 161-0" A 00 46 30 _l _ _ 3- _18 g L I.Is M ) gage tf-bart, 116(r 3". 18 qaqe U-bam 0004 3�'. 20 gage ll . (1, Alumiirurn Post I 0605 i8,-(r a,,o, 1530 17.00 3" L8,;�Gqe -` bZ, yos low .3350 F, (11� Alunrimum Port I No r 4i;; gage 4;-bam - Table 3: Models 514019400 and 9600 Allowable Transverse Wind Loads (21" Maximum Section Height) Windload specification Maximum Size I Postfive Negative Design I Glat Ing Available Design I _20tion Code Width Helight PSF Pi Reinforcement (Yesil 3607 21, U Mrs 1 "S 0608 181- 1 2070 3".1l e Iles SUBSTANTIATING DATA Test Reporl Number LTC-05-9715>1755 I in accordance with AN840ASMA 10&2002 by -at, - a ETC Labi Dries 297 Buell Road. Roolniester, N Y. Installation drainq& Instructions I'ave beer poAdCd by Wal Defton Corporation for each option code assembly Ilsted in Tables 1, 2 and 3 Y this report R CODE REFERENCES Florida Buildinct Code 2004 Edil EArtson 1M9 Wind Loads Sector, I 7 14 5 3 1 ANSI/IDASMA 108 10. REPORT SUMMARY Upor review of the data submitted by Wayne Daton, it is my opinion that the, models as described in this repoi Conform with or are a Suitable alternative to the code stawarcs and sections in the Florida Building Code 2004 edition I�sted in section 9 of tris repor, Pal 4 oi S IS CA OPERATION STU ADHERED TO CENTER OF ;IIEN 'm JOINr RCQARW ON GGON Warrin GREATER "AN Ir-or. (3) CeNrat mwm ut 4V on REOLWO ON DOOR OPIMS I MAL TO 'r-or. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING MUCTURE MAX DOOR WON 0 NO-ONT LWORM L EA �Ma (PLF) -16-1w ALL or AL, - on,31-30- ALL I UUML---* STATIC PFWMRE RATINGS APPROVED SIM ISCALUE. ILT.S. DATT f%­B� DESIGN (PSl +25.90/-28.80 IMAX VWTVL TEST (Ii +3e.85/-43.20 IVAN HDOHT, 11-1 3/8/00 ORT IMP RATED 4/6/DS I ARTS WM SHEET I OF 2 MODELS 5120/9100 3305 ADD" DRIVE Pi IICV. BANK R. BARROWL PENSACOLA, FLOWA 32514 IMNDLOAD SPECIFICATION OPIION LE)RIGA LICENSE .0. 51,M11% (al 474 .9 ON DNINJJNG 1 ITTACHIM, TO FIF-PoINCHISID NO= AN TOP Or U-SAR PLACE -8. OVER m UP, 21I = HOLE IN S" to ONSUK (0) AIR -PURACHM -011.13 EACH END FLOW �Ft AND ATTADI NKLI END PROPS ALIGNMENT OF POLLEAS CAP At LACK uo ON (P my DRILLING ~I?rz I 15 GA "M ATTA Wii U-BAS PLACID[) MR Top 8OTWM SECTION, WITH, (4) I/".k5Q/W'W (; c, SHftL OW y a( ATTACHED 'HIZU M CAP A' EACH =eoias TrAtTORY WIN WIF Bit ATMO>NLE) BOTTOM rL-K OF we L-BAR =. hillim 0 TO CULARANCES RCQJR 0 RISTALL sem�s A, THE ONDS Or NE i,-SMS. ALL I SARS SHAUL BE sit. DETAIL 8 'All 0. SECTIONS INSTALLING POLIO $Lm D IOIA "I"URE CA. ISE U_BARSL Sire ATTACHMENT NOTES ON Nis SHELF !O rA KIM ATTA04EO PLACE U-BAR OvER AT' Oi "I (4) 1/4 !NiMBAr INTEGRAL INS AND ATTACH ~WW SMINS (P M :N, ii2 AM F Y PqE-PJ04ED HOLE AT ATTACHED, 3 Or AWHICH ,I_ ARE fil INITTAULDO INTIC TOP IUEAF� AM I Cr N'kM*MAIE LOCATION (I THRIP FLA%% T_ Mch 6 � INSTALLED OF V­8M W BOi raw mE-pU)icwto Hour I � LEAF AND I THING VU W W-BAN Aft) r DETAIL C 12 GA 901i @K*�MT FACTORY ArrACNM VAN ACTCH U-Shit OVER M Will, DOW TO CLEAR BOTIMPI OFA�Wl AND ATTACH NR'J DO CA* AT EACH SIR) i W/4-14,74� my DRILLING MP SCREW uSE41) 1/4-11­/Ir SEV QM"Soso" ACROSS, ME 11011010 OF THE TTGM 4-DAR AT DETAIL D EACH PRE-PURCHIED HOLA AT 1o%RY MMM LOCLAVOK USK (1) 1/�iniidi CMW�n SO" AT ALL OTHER M-Pleclw MARK P BARROW, PE FLIPHIJA L"NSE NO. 51,51sir 1 1. LIMITATIONS Any reference In this report to the manufacturner's *most reteatir information is a direct reference to the mow recent information Submitted by Wayhe-Dafton to the Florida Building Commission as part of their Florida Product Approved application for the option code assemblies listed in Tables 1,2, and 3 of this repon. This revalustion report and the most recent Installation instructions, when required by the 'a be submitted at the time of permit alliptiontial building official The design of thia supporting structural elements shelf be the responsibility of the Professional of record for the building Structure and in 0000rdwce with current building codes for the loaft Noted in Tables 1,2, and 3 of this report. The doors shell not be located In areas where the transverse wind Weds exceed the allowable bads Shawn In Tables 1, 2 and 3 of this report. The Option Code asomMin with glazed panel onsaft do not meet the Impact raclitilrements for the w1r4borne debris regions. The garage door assemblies Noted in Tables 1, 2, and 3 of it* report we not approved for use in the "High Velocity Hurricane ZoW as defined in the Flarda Building Code. 12. IDENTIFICATNON Each Modial series covered by this report shell be labeled with the marsufacturel harthe "or trademark for filed klenWIcatlon. Jax Y, Inc. i , P.E. P E. No. 58544 Jural .1py Pal 5 oi Wayne-Daltoo S7RU1 IGN MOD GREG F-r 10 1 1 NUMBER FMjRF �OAN (0) StcTiON DOM I H (5) 2NN Ing GA. No K$ U LOCATED OIR INTEGRAL Ras S SHOWN DOORS GA. js Is I AIL. U-9i SHAL, M HLAMD Ci IN7GRAL RRIS ANV A`TTAQHxDi iHHtU FNW-PUMCHtV NGI 0 Pi;�&�= CRIRMP�� TE SCREWS AT LACK SLLF C. Alt LOCA��?) �/4-14-i A, EACH Do CAP MXCEF1 LKLMr.H 'U'l -tow SE01101, � SEE T!IS SHEC '0(2) 11�14WIF` DETAIL 8 AND D MIDWAY �ZMN =It SMWS APPROGMATELI DOM AND 1.10IRMIGHATEE H" ISK AMC o) 1/4­14�18` CWWTITE SCREW APPROXIMATELY FROM CA�H E�10_ FOR DOOR APINS MAWR THAN 12'-G*. F,11FRF, Si I V A TOTAL Cr ON) SCREWS ATTACKING EACH U-SAR vcrm "VE A TOTAL Or (18) slli E_ ,OR )DOR INION Urn IAH OR EQUAL TO 12'-O. THEIR, Si BE A TOT. EACH U-SAR SMEO` AM7­12"MC Ail HAW A TOT UrCrox S`i or (I.) SCRE,WS EACH. 2. On r1c EXCEPTION 71C (8) iaff-ip,�:D 'N IE ENO USEED FOR 47AGINENIT Or ME SILOES, AND ME (0) EACH END USED FOR THE ATTACHMENT Or W Top FIXT4RE AND INOTED AMC 0. -a MAPPING 41. PRF-PoNi HOLES FF. U U- BE ATTACHED TO 1. /. C.Wnft SCREWS. 18 GA U-SAIRS SiALL BE S-PED ArpRoviNATELY ar rROM LACpt WM DESIN (PSFi .25.9l lu" RK 15,-Cr DATi NAME DRAWN 3/a/05 WT1 2LTEST (IiIii .3&85 -43.20 IMAX si MODELS 2 VMON DRUM O, REV. )430i FLORIDA 32514 YLINMOAD SPECTICATION OP'l,"I'l nri`40 flill 474-OW 00"I" """""I"' DANSCO IL ENGINEERING, LLC P.O. BOX 34M Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 8 1 3.645.9698 www.danscoengineeOng.com CA 25948 In 0! Li Z 0 " 111.0 Z0) 9 %D CO tl M 00 0 -J OD I OD Z Z E Z 110 WLij Z nj 1�_ LU U LU r 0 < LLJ 0 Cie < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAVANG AND DESIGN IS VALID FOIR 12 MONIHIS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWNGG Of-A.Y. 02007-THESE DRAININGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY RBIRODUCnON OR UNAUT140MIED USE IS PROHIRITED. REVISION: DATE DESCRIPTION VERSION NO. HEET TITLE: NE DALTON 4e &R DOORS SHEET' N: JOB NO.: DATE ISSUED: 9. DRAWN BY: REVIEWED BY: DD 200 00 M 00 C) N I CN Lo C) LO Irl- 'M I 1:211 R 'll M (L C-4 A 4 l 69 ! Ril firci:l for: Trick Spl (fal ETL Sr?,IKO) ou 9/22 7AO5 11.32:(4 ANI I . MIMS&AW AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below tc the Product Covered described below herein when made in accordance with the authorized Listing Report, including Manufactu6ng/MachininR,'Srfftcaatido,ns and under conditions set forth in the Certification rt, Inc Agreement and Usting JU ri� Man ufacturing/Machining Specifications. This authorization also applies to the Multiple Listee model(s) Identified on the correlabon page of the Listing Report. Client Number: 3531 5 Report Number 116742-11A. I B, I CI I l), I E, 1F, IG and 1H Evaluation Center: Elmendorf, TX 78112 ApplicantfBasic Listee: Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 Product Covered, Milestone Single Hung Wrildow Testing Standards: AAMA I NWWDA 101A.S.2-97 SBCCI SSTD 12-97 ANSI / AAMA I NWWE)A 101 AS 2-97 State of Florida Product Approval Rule 913-72 This document is the property of Intertek Testing Services and is not trans,"erable. Only the Applicant may reproduce this document. The Certification Mark(s) may be applied only at the above noted location of the Party Authorized to Apply the Mark(s). R� . . . � I � I � , — Z " , "I ` .., . � I . ­ , � , I . I � .06 , � This document supersedes all previous Authorlizations to Mark for the noted Report Number. . . Awk~i*�-8L= INQW—_ DOOM-_ . I am "*'14�4_ - 1.0w W — kqw prerered for: Triene Sproles Onwrl hTL SEMIKO) an 9122,21X15 1 1:29.219 &M Report fropel for: Irrem Sprolle, (boanck ETL SEMKO) on 9=005 11:27'.44 AM . . : : s , M. sm tamto ml VLAMM AUTHORIZATION TO MARK . AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the Product Covered . This authorizes the application of the Certification Mark(s) shown below to the Product Covered described below herein when made in accordance with the authorized Listing Report including described below herein when made in accordance with the authorized Listing Report, including Manufacturing/Machinmig Specifications, and under conditions set forth in the Certification I Manufacturing/Machining Specifications, and under conditions set forth in the Certification Agreement and Listing Report, Including ManufacturingtMachining Specifications. This Agreement and Listing Report including ManufacturingAMachining Specilicaltions. This authorization also applies to the Multiple Ustee modell identified on the correlation page of I authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. the Listing Report. Client Number: 3531 5 Report Number: 16742-2A, 28 and 2C Client Number: 35315 Report Number 16742-3A, 38, 3C and 3D Evaluation Center: Elmendorf, TX 78112 Evaluation Center Elmendorf, TX 78112 Applicant/Basic Ustee: Florida Extruders International, Inc. I ApplilearliblBasilic Liebe: Florida Extruders international, Inc. 2540 Jewett lane : � 2540 Jewett lane Sanford, FL 32771 Sarriford, FL 32771 Contact: Name: Robert Amoruso Phone; 407-323-3300 Contact Name: Robert Amoruso Phone: 407-323-3300 Product Covered: Milestone Horizontal Roller VAndow Product Covered: Milestone Fixed Window Testing Standards: AAMA I NWWDA 1 01A.S.2-97 SBCC1 SSTD 12-97 ANSI / Testing Standards: AAMA / NVVWDA 1 01n,S,2-97 SBCCI SSTD 12-97 ANSI ii AAMA / NWWDA 101AS 2-97 State of Florida Product AAMA / NWWDA 101AS 2-97 State of Florida Product Approval Rule 9B-72 Approval Rule 9l I This document is the property of Intertek Testing Services and is not transferable. Onl the This document is the property of Intertek Testing Services and is not transferable. Only the "� at the Applicant may reproduce this document, The Certification Mark(s) may be applied on Applicant may reproduce this document. The Certification Mark(s) may be applied only at the above noted location of the Party Authol to Apply the Mark(s). above noted location of Me Party Authorized to Apply the Marl 97 " -, I opw% � -0 -- ...I- , � ­ 1­1 I _�_-- N ,4 — I ioll : - , 9.. ­1 � - ­­.­ . .,�.­_. - � I �. ! 0 - Il. ­ - .- I-, - . � 1. � 0 � - I . T. * This document supersedes all prevl Authorizations to Mark for the noted Report Number. This document supersedes all previous Authorizations to Mark for the noted Report Number. . � .1 Ar - I - 11111 0-1110, , -A L4& *0mbwjjp Ag K, ewwt*owovowvbwmll� I 0 � GMWJANMW== A 0 1 . I . , break I I 00 - ft - W1141%, 44" . . sg� A�it% 1% , , as"IS . NW11-24.1 ... I- � Ficil Fatuders Wcustil Inc I 1-76321 R": %cp 22 ZWS 1Q.03AM Per I al Florids, Fxmxlm laternerionst. Irl 12633, Rol Sep 22 2005 10,25AM General Notes Drawing for Milestone S*rWs 1000, I 0, 2000 and 3000 Non -impact Resistant Aluminum Window and 9- Pado Sliding Glass Door Installation Details 1.41 G! I These notes we provided to ensure proper installation of Flodde Extruders Milestone Norn-Impact Resistant Alurrionum Foriestration � I 11 Products mid must be followed fully. This General Notes drawing shall be used In tandem with to Product speoft installation draw". I it t I ill fdfto - ingulan I V g 1) 941MWr-' 4) axmw- i . I I 0. RANGE FRAME WVWM - Bft 0 FmAl at OM WdUMM fOMW WM W & Ombf(weroodbuddow DISCLAIMER � I I I .%=mw�m�tw.d*Z==111r. a =0 The purpose of this installatiorl drawkV I$ 10 faWW,AttMed' i L AppWoodnm4Vu=ObuftMadmtVrV*WamtWI I I to oft Ties OMM" di%Wft Oft ft* to be IW, AN* 11 ftO O(VOM IN DOW - i onsbywoodbuckorill present the manufacturers rocwnffwKWkm p I I ad*" creative issalat"M FUN prillortsm -6 VW#MbD L assay wwfbjd*g$W tmsxLvedWlr*atsWb (moo", x - -or for anchorage P.O., concriele screws, wood , one drin, %, all* , - ' ordifer window *m-1, baft tolimies der iftion, I dngDAW Wood 6X*4 Or Kill" W&S I aggible for " weastion, *06;mftw4 ohdp,fwftam ­ ' - , scram, topping scram, nails and Vulkern k entradmarmagonelftophankampWMorthlb wilidires, dWm on 1. Alva, , " *WA"dwo ll Ill 461 Structural Adhesive (or other approved be bmhdtatm I I I I - am wood arms we reserve. 211; VA am t*rV*bK%N&thwdottetOwAd. wvwaibe ow to a" he VOKWC WPM ve ME, 2. ;the I I - N1 I dowdogdagEsill, we, t -11 -0 equalD to achieve the design pressure I A 1 C. BMMQMDOM-Pftn i ateembowAmommw*otbbwbmw4 m**omfftnfbrtmbjdiig,hobm'gnwAta*b*aMkW*tD specified on the fenestration product as 4 I I -a *&LIM leadell afteaserbon stact el 214'. Loollbald siftotdilrewittle minalk Doom of" - i - - - "" window inotartion. "ired by the 2001 Florida Building Code p*M UlWadvMWaPWWNWrmObeODMod*WOCBPRANwh9ldWW$Nt L *MWW.bACIBrOrOMW- 10 ' of K' 'VWMG* A Ioel ,- l -HC ODSKMGMtYMWbLdfttD*6*Uetoi " (FBC), Section 1TO7.4.4.2DO4 FEIG-Building, 12 . e, - __ Section 17145A " the 2004 2) SEALPOL Wrilliesill KWMMTMN POODUCT AND SUBSTRATE & SGD SEAM SULANT (Sim FSC-Residentlal Section R613.6. I I g I 11 I causal ft,Wmpt abal A. GOHR4kL-SEWWrOf (ndlimullOaft wifte A 602dk WOW W trall k "� b� ToobV(2x)wo*dlxxddagor ; Risoommereclations regarding flashing, g I I I bace Moral at the hood, or 80 voing, seelants or other joint asslaint I is I. smarittiffla strosee -- blood on ft n** mw4sbcWw% L Aqft to all structand wood ONNO " , lot l- to , e 00 be $01" air me," , a l , *Wioowvomdmlur"" practices does not ocinabluto a moral am I ,I , Um. L Their *d he Owl ly I to upwa rw bell to do Mosul . or ~ expressed or Innibiled. IM other sumard mtdmw per = W. Soldier IMA4,2W FOC4A** 9 b. WRM)OWS-RAHMAkAMe SommM74*ard2M4FOC4tmidw&LSK§mRSLU=Wftmgkm I L Ag"nSed-MWFdED of, a= a "Obble. NOTE ON PE SEALING 't ., 1. Usaireal 0 , ndftorowww"*bftemv*dovls � , � ;;;i�ni�p,.W $*(.0b.$M=W.WJM) - Original drawrongs with two Shoals 0") Z-. menewarrigsol are reproduced on one ~ front and be* I I - ,;a 2. =ol 5) Mhbktimll I OvAt be n0dill d- Was - Wheat When reproduced this way, they am aboled M= - W Worried tq1101 mult . . , I MONAMbMIWQK ... � - I P L SGMM - RKDMMNM (ON WAd~) coatipsapsolialigatilkiorthowma� Ila" , . Islamic; on the find (front) strest al In response to the aWNr *W be larval far I I I Uoemdmtbdk%Wwtdmhmp*bmdwd*NW am wO in powoopwwwW.*VmW wool wood :! 2: UnoMmgftr . agoo.doftiM *FftVO.Adow of I - I I -, wotlapmmxovwwvwa OMMU" Roben Annoruso's Inquiry to the Floril I I waAftftwMlpnMhs"of -1 - f . Board of Professional Engineers, the IFSPIE 6) AN ROW sVOod table in do f� (it mopiked) vA be as *Am& � I 6 � I at their meeting on June 20, 2002 responded c. WINDOWS - FM FRAM 4, WE for so OS WOW or , - , xrwm that in such circumstances, It is acceptable L Aerosol SOO - NOT ROI?� all, 3Ar h I, - -, for 0 #10 wood or t I I - If arm AM W dismiss " I - - Iql IL SOBWX- RKOWMDED (in DWOW) $=am for the sell PE to only sign, dow End *NNNI 1 I , use $*Ww b*41d Whelow ROW at hood, sill 94 jiml c. ft 29 so dr§ bit air 0.131'dw,k dlumM ndL to " ~ of t1w drawing when prifirmad ;Z 2t B 2, unnwfttfbr=nmwv-wdommoflwo�w&w ft 33sodrfbltfarmltr*ak 1, - mk - � on the front and back. This was documented I In, mtm*oim a r4ub of' - I I I I it. it Sil GLASS WORS 7) r, , . , Scal fror , to rembeer or " , jabormaj by A* to Robed Amonliso doffed July 31, game 11114106 L AdMOMSW-k'OTFJQLMM 2002 frorn the Office of the Abomay General, sallarns IL Haft** FmWadCmws-REQUM L $Wba'FWhaNwOm," * Vdmb4 state of Acrift. amm or RU 1. Uftompwa , - - in-mmm""WorwKvoa "two b. 90 him a isirimum tail do as of 31W urdem ad'-- Cooked ar III oftoov so OWW$ sow -0 a Sam J*t $am a" t. c. ShdiwaambiWw ed '0111%,killudis I , ftemnevor MO& - ilt sams- RECDMMDW (go ObCWW) ormwmta*(Dm,", gompftwftm,m. ki-mmiL Robert I kwnv% Ill 1. Lisemalat I door range othad & josimant 60" hm* oll d. $Whoeanababb all kedin*dwancftdonb'4VWWLWOnUmpeOud Fl. Learal ft 40M 2. Lbw* mol I webrolloratallobalofilmaxicrALSool Noeft a W " cl I 0 a lem ad cancroal -�aM A room hom L Wall tWis 11 uftL*knftiwddftwa *W&4dWby4u . AUM& PrIDI'll - - ___ ­ __ ____ dwww&WwWpAWWtwft 93VA wwoftagw. ... - ." 3. UUSNO"t . *W wound ', ofdmaidbo.whmk - - *iwbWemo*toab"n**Mmk ml mordwrof , """*�_,l *' Nor A. lFft , Imeme-wee.-I-­­ . . I . cmftv*dWmdi hipC%MWTbe' . 1 3) MATERIALSY, IL Ift - -- dwbObimtmftabmw*Wjv^aMbft01 & ftdw and Oft sbn door how moift 6 Alwellners, PAW OM T6. .- ___ . . was" ft to"M cade ard soma" to the haborgy P!. tp� ammil aresimaides =�iNwreoWwr**G(NM7. "iftmieftsomwaividusereguims, C wood Seam dw wAd WA - d&bs. Wtknongoftmwno I I llintoft - - & Toppol gg, Shal MOW Scam wil used Or New Or Wad Spew Olw I MOO ft *Wei o'bowr ,,,"OftpwwjllovL - - U,ofox, -.-I,,, " . - f, Mining Willepagel , xml I - *Abe2%lhm#osdpofdm � ...... 1, =d!!ua&awaam - oft" 9. . tx*3/WdWnftw,, ftescrol '. . f Coleman Removal causes For ksodOon kWAeas 09 mod ft mq,Amwft of ...'...".il . NOW S. g, Cox" Mod or *mxM nowenry oft (0" ONE samthe V*Wjku*M oll on, Drawing No. FLEX201 � h. axecemeatmaxtiall roo*wmftofthgFkd6ftkV4CoA*(w**w." Shraft I of I cmpuwmwwqmaf2mpfj� . . — - General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non4mpact Resistant Aluminum Window and 9 Patio Sliding Glass Door Installation Details el � -i Ce R 9. A � 8) woo a T"(ShoaMoOS**%(MrWoobOusf,�*mordwftmainw*Wtm4 11) The I - a I Swft 1000, 11.5011l 2900 and 3001) Nwt-brpW N AIum1rwM IlAndow and , I a � or ft=w= fttb$WkvGto)wsW4UftUmV%bucOmaxp*Wbdwl�-, ' : A ,� I o. 11001 M OWW 17 Sodium 1X7,4A.1 for anchoring m**Nnwda, IW.4.41 for ! § I a. Waal bmmtlkvk-wtamp"**Iwiwdutokumo,vo*ow a-, we wAsowV,,, ,,, l other stsuclogrof substrates and 111107A.4.3 for wood or approved i I tL woo ft** a Sftwoato*ftriodomwo oft st frome sondows, he" Barba IV wour 0, � c .0 #MaSA40MMOWNWWw-t& b. 2W FOC-WAUng, Cloutier 17SBdbm 1714.5.4.1 for andiall rwp*wwMk I 41. hosw*gws"41 - I I ­ 171l for metal owmm* or deal obvidural &A*atm sad 1714.5.4.3 for wood 11�!l I I I I . ­ ­ E-Es- I .. , , � or approved *wft "WOW. a. - , ;;I- r.= I for Wood 4o'-MW*omnt&MlICZ la, R f. If-- _ L L'. I $.a , % , , - - c. MMC4WWdmftl,Cliwhm6S*dkmR6a6.lfW - . for moo", , , or other Madura slitstaies and 1116l for would or Neural 9� I 7 IZ!vowww-vr*wxwsftkdo� hwlkb no" L 10),Ittjmd a"-=4'ammbr jag** -, I L 9 . . . . . . . -�li,Tql be Ofmaiders - V* fok*M" wobo*not 12) Milestone Series 10A IWO, 2= and BOW floorhopect I - Akvwkwm Wit and POO __ - 011111111101�__ :�_=: oft Game Doors we WW and bbdW in accordenot was, der, %6*4 11�*-*fiWb-*- ;;716-�)ftgm orid savmr IL - . __;w vein of wood. L DMIW 0 OW a=g&=Vftiwkft*kW A . L !!leali'lla low a jjE`ft­ . ldi&*W-W#R*imd to - Borrow bw:=.-.,:""=ft l kOfftftftwft. I , �-M L 10L , . It are-aidor glen"ImiHor tseir) woris L 2M FK Eadar IN7.4.11, ,011.. � , 0 0 NO! in wftw-vwmo.o" Skmnw $a: applied L 2GEM Fec-ituaft 1714323, and ___ "Itilow a firawfighoessmiLaoiccourgar M=1%A=1A::.=b&*nde*w1 L 211104 FBC4takWntW Section all I A I 1. 0 Of. b APPW Loods OW &*V wind Lost RONK= in accordance with ft fdk*", ;: :0 WftLfT4= WOW X , *all .7*0. L XCI FK Soctloin 2405A &WAt Idift . L 2W4 W-K"V Sa=n 17143a.1, 11411 I 1. *4 bacif'sualloseetwo 10 PrestaronaL I W le h 4 ' ' frou ass ' ' . 2MFOCAmMWMWftcbmit6l3.2&R6l3.3.1,&WASME13W - L =24tim"ifiNxil - taftoodoposagib"lowthosviodedwer c. A .= W* Is placed on each %k of the werioline, or door du*W" to "NE - 20� Am Vigmall mal 74'0& "weel (Ameal title and V*Wan orthe ill A .. 090 1" - of#wbko*o Igui � E " L fttl= "7_W.=cWr4&*oN1 L 2001 W, Section 2401.1. , , knic the IL 2M FK4uN*q, social 2403.1, at L OmbeetwAkwtb"Otoppw*tfft7mh i I n I '.. P No or do*, I IN, 2004 FOC4%mkkntiK Q � I - R3N.l. I 2. AK%:#Lvmklnwatp I I Om 000"aL" vmh donvable ~ 13) Overall PertnroO PA" Por ftro@*WM N$WAW. peowvwlproqwt"Dl "' , Aftimler wool so wor" (Ummft*� ..., 2 .. ,,, '. Itap-go Pwfxmmm " shd be limit on the low of foluMmill. �j . 1. Tee reportilmign preserve bmWon do kwmofdw stimowell, all walm, M N, Indis -,ill' andmialleed A and �� and W -on 1_1 ­­1 :_ the insolvent bell andiiier tw report &-meg I I I Ili ,I! . M �l L Om food 11 ftM AM 11-13M . in the rAn-porasft NW. F4"mm**AW . - lo, Sim , "', a" be greater Vion ft tO spec! mr per a* "komft of AMM I ELM) in alleging appeal real kwbq per Naft ILb abors. 9) Nab (a* I - , of - , at door *3" 0 1 10) L In ,, ' , with AAVAAVOMkXSA 101/=41140-05, Section 0.2.2 & Ell I 4i the P le'll dot Well a amign, gramars to akw ft mpohcbm to VW= L kaft*anmet#&,MWAmft "Own offt pedu&#mdkkMbNM *&A*W for the "Pro tjDmmwwwwmwftdwwg e - I "maw arvis _* ger IS IN ala We* V on Was and "i I got wells; *%ror I UZI= = I _;';Q;�_ - L load DWOW L TM om ;;;M &�sm ";;;� we Out be Mo thein *& ft,w*Kl"EIr!�n"!!,! �_.__. I . - L .I. ' umdwtht&tW I, i . faills~mr . - - OW" for om Ov 0111011119 DOW; 11/14/04 SCOW NTS - . b. Mb""Se Ill __ , 14) The N da " ad be ow^w in Min Wbm am VOW greaverew Rim bods mow few =4 I I I I brur ASM P,IW,'5066&d 41 ll 0, Or allow" doolligi Simmons based on 13A aborill DO Dow arm C. mob-1----� - I... -�ICWA%4"&W"' 9 arg))- � - . , 15) Umbftw of use am*" a" JH prommL 1111111111 mo4coviiiw,ifti ill Nilinallect . a. The vwdom sw be Meow In ... * ,-vftd*Puwibmgwsbm-h� 1. L D-Viflp. L Cit�00 b. Postal SIM Till and Spading am - I ,l"bydw"ofcmWuMMPWttw L 00--- ... . d 0 0 Ill P4§pft , - � I—- L- � .1 I jivalwar Ili*= ill* 4 WAIS, c. =01:11=60= to total 6 Alm wrion a* apood trameares L __ __ ll �� - - . wind foods somed ra agae" doolges pregal begaid an One kimft (sm hft 131 __- --I-- Amis .. toj�FL"Wt" 006 - 0 m broad , � L . ­ ­ .... _ ona*o*oao*�o"my& fils"VOWN]. Istated, L tWivpmdadgnpumn = f, gothm(mmwoo*o oxdww for WOW L gbnkwd.WWM- AVMLILWM &Z=wv%wt*mtft d. Teg_Wc@@gSwowl00O,I%WM2W"0_v_W_3Q Nol , ReoWmeAkm*ium L. Williams and PMb SOW Glass Doors holve not own animal for use In figh VdodtV L Ift of vansaft ammw as ro"Ned. ""Mozom(ft" and Oka cwdm)qr in vitidiftras Dot regons as =Pl - IN "inoewtpmo*ouwmcm*amFWWOW"cx*adftwWM4 0 - . ___ ____ ---. I ft sidang 00-mw*m and sow am be ww IN the mirrat - - a. ME eSTOW Soda 101g), 1500, MM and = lillon4wiled: A I 'Alloplanne - - m*"mM mod WhdomwdpwoswmGb"Dwmmwbowwmwhdew valotselegoom 10) VA -"-",!!to�,w�-P!�!-I"�!��f!-M�!WO-NW-v"- - -"Ixd"i�_ -1;9,�--r-V---ftoww IN IhitA200IPbrWaDASVCockZOD4ft &MftCDdeauMmand:m I - falaw, I 0"0*oftmwnhthe I I I - Ck**AOdWM Owt le OUtOft 00 No Well Ntrrk=o Zones I IN eg 0, wid merger larval ad Deft counsel If a Flondir Suasive codes approved _. - dilig to DMWIng No. FLEX20100 I In for ft oapwmtDpr$AaftwkwmorftmftbdodpmdwpoVWF I In . I, I ShOO 2 of 2 I ----------- ­- ''I w* sppk" FK Cods 1 L Rtrixt preporl fal, Friel Sul (Irserill F.11, $EMIll kin W23,10 2:24:04 PM =AMMAM, � 11 AUTHORIZATION TO MARK This authorizes the appication of the Certificafion Mark(s) shown below to the Product Covered described below herein when made in accordance with the authorized Listing Report, including Manufacturing/Machining Specifications, and under condftions set forth in the Certification Agreement and Listing Report, including Manufacturing/Machining Specifications. This autforization also applies to the Multiple Listee modeKs) identified on the correlation page of the Listing Report. Client Number: 353 11 5 Report Number. 16742-4A, 48,4C, 4D, 4E, 4F & 4G Evalluallion Center: Elmendorf, TX 78112 Applicent(Basic Ustal Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 Product Covered: Milestone Sliding Glass Door (SGD) Testing Sbadards: ASTM El SM (2002) ANSI / AAMA / NWWDA 101fiS 2-97 State of Florida Product Approval Rule W72 ASTM El 9% (2002) This document is the property of Intertak Testing Services and is not transferable. Only the Applicant may reproduce this document. The Certification Mark(3) may be applied only at the above noted location of the Party Authorized to Apply the Mark(s). I , - I , . . I 11 , 1. ..... ­ ­ � . . . . . . I .,--.- . I � I - . This document supersedes all previous Authoftations to Mark for the noted Report Number. , #440dwiw.-, - , ---I - - - d& ___� I . . I IN W , IOWA= 10.011'r Pop I 00 �Wd. F-vinudel Inscrtal Inc. i IZ634 I Rim Sep 23 2005 1:2911M I-,,,,-,,-__------ *I'_-----,-- ­1_1 -_ I -_ --- - ­1 ' ­ -'- - ----- ­­­ ­_ ­ EVALUATION REPORT __ __ ___1 FLORIDA EXTRUDERS INTERNATIONAL, INC. MILESTONE ALUMINUM MULLIONS FOR USE WITH MILESTONE SERIES 1000, 1500 AND 2000 WINDOWS, IMPACT AND NON -IMPACT RESISTANT Category: Windows Subcategory: Mullions Report Prepared For Manufacturer: Florida Extruders International, Inc. 2540 Jewett Lane Sanford, FL 31277 Report Prepared By: Wayne A. Block, Ph.D., P.E. 548 B Hwy 27 Minneole, FL 34715 FL License No. 52S83 — --'- Page I l j iva6a�IoWRepiort No. FEII 2 O oncrete Or Seat Between Buck Others Masonry Opening Wood Buck L Ill W.W. - . D.W1 - 1-1/4' l4m - - r5 ,a) (Note 4.0 3 Opel By Others VIEWED FROM (Buck Width) emileirdel At. N i A -,a" FA a (Note 2.Q & 2.b.11) One By Wood -, . a! I a 6 - � C EXTERIOR Buck Uthers u > Seat Between /_ I � I ­_ "I I . I Y] I & Window Flange (Note 4.0 - -1 V. � ' 11 , - 1-1/4' Min. I I l . !P I L Wood Buck b D --- E <Note 2.a L 2_11, 4 Embedment - Shim As �:� T A Anchor i ! 9 - I - �Zl -�l -c L.011 . Z (No'. ��,.,,_ 0 "b- """ "' _�� I I � f -t 1�. : 1/4' Max, 5: ,- I (�)_ k R.r'N I —1 I I Shim Space - . i --- /�/, B --- K B \N A �1 14 St.— , W H. Ely other. J Shim As Req'cl F - - —_ - G %i I 11 I _71 1 IN 0 Peril r . (Note 1.0 1; 0 J Seat By .. I 1. Others A LLJI- 3 //1 % 1 (Note 2 0 _____ .. , . 8. .10.4) H ___� : � : cjc, 0 2 - -L__��_�_____11_ l (D_ Seat � ... I ��_­I- - . .. 6 1 :��'Imvlr . � . . I - - Bell' I Window Flange S;1z11;_,, 1 3: it y , Miletillic 7 - 0. I & Wood Ruck Other's ;�ql. - � Rel U 7 ELIVATON (N)te ,.o & a.b.11) (Note 2. . I? I , - F.H. A-.1 . , (Frame F.W. 86 2110,H) . ,.:. � , , � I 1 BL. - (Frame Width) - I I I Height) k % Heli ht) PAWS UST Seat Between I I. I I Hard o - FWW Frame Concrete Or SECTION B-6 S. Mil Opening I 1 I 1 I& 2 P - Flow Frame Masonry By Openim Others , ---,\ 3 Jamb - Flange Frame By ,,late Z.Q & 2.1b.0 X Others 9 i Perimeter 2 4 gi7ksll - Sash T, �. i Seat By 5 Jamb - Sash I I Others A- Interior 9, Masonry Opening I I 6 gluing 84W i -_ By Others .0' - FInts e--ft -_ _. 11 I (Note 2 a L 2 b1D . By OThers 7 2"% - See Nolo (6) and (C) 1-3/8' / I - 8 3/16* Dia. Rat Need Camara* Screw Min. Emb. .. I L .* � 100111111 minimum working low in ~ of 2X4, 2X6, 2XS Wood Buck I I I V * V V . q 180 1bs at I 1W embedment See Note f __M , I By Others (Note 4.1o, L and S) I (1) on Shoot 2 & Note I on Drawing u q I 169 9. q V FLEX201100. (OPTIONAL) (Note 4.a.11.2 & M) 17 , . , 9 OIQFIoOHWWwOorTappftftw � q I 19 17 I 19 with a ffwwnum embedment of I -W 1 15; I 19 q ,q V V V into 'Structural Two By Sim* or - I V I Fremiril See Note (L) on ShoW 2 and - � - Mob $on Drawing FLEX20100. SEQTION A -A (ALTEENATE) Shown Aim D" 2/42107 Seat between window -"Precast Sift �y others. _j 1 0 08 Fiat Head Wood or LrR&jl Screw flange & precast slit Configurations may vary. applicable to Section 8-8 for installation with tw Soda NTS w/Vulkem 116 adhestvat wilth a minlroLen ornbodmord of SW by with or ill oog by wood bur.ks. no arm seotant or approved quo(. Wft t'* *Or1O BY Wood Budil Ses grim (Note Z.b.1) Nota, (K) on Sheet 2 and Note 8 on lRobork 3. Amwtv^ P& GENERAL NOTES Drawing FLEM100. DISCILAIMER: The purpose of this R. License PIN 49752 (11 to IQ See Gen" Notes Drawing FLEX20i(X, Srell I & 2. Waterston dimeetell is 0 post the marrulgiftreft rearrilimandobons fur (A) Mbsbm Swiss *000 Single Hung Aluminum Mndme Is eflown. Also applib" to Milestone Swim 15M and 2000 Singla Hung Akiminum Windows andhoroge P.O., ouncisto =-a, -0 ~# (01) Drawing Wk" ID MOrriffIll BWAtW gbUd W40M. . scrows tapping scram and vullown 'l ..... *` '% (C)Pro&cbonGkv*VpW4Wwftm#WbmWaeaNI il by ANWAAMWAWDA 1019a 2, 1011I.S. ZNAFS or AAMAlwDMAPCSA 101ILS. 2/A440 and iauplkabeo BuNdIN Code. See Now 12 stpudoill Adhesive (or ctha aguirmad "e-al , ,.% % and 13 cm Drawing FLEX 20100 for further doll scill a appilcolula] to scrisee the design .. V (0) For Fasftw Location IS Quantities see Shag 2 of ft drooding. SOO Mato (H) regarding doyWwu. prosurs F mell 'on On taugywJon '. � . (E) Carol screw oftle distance measured hwn edge of concrelislimmonryill to ov*wl of concreft Knew muot most or exceed 2 IW. Mkwrium size and sabo*wvi par Parts LwL Sele Product o' required by the 20DI Nor 0 Note (H) sail doetations. Suilldinfl; ODOR (Fill Section 1707.4.4,2M linom to FOC-Buildirl Section 1714.5.4 and the 21004 Wood topping 1'. Minimal Parts (F) amm sop illegal rososW edge of wood centarline of wood or somel must most or exceed We and ambedlirl per Lat. SOO Note (H) regarding .. _ .... � , deertations. FOC-PAgdwft� Section P613.6, ,.Ol .4 Ilk .� (0) Not used. RMMWWmbnmpm"ftftg 11-1. MW096 SNWO Or OUW)D" MW* % ........ is. " Any divination $m Ow Win minimum romftfwft shiled must be approved by the manufacturer or orgiviewoo by 1c11Tor" Deal Profewomi in occurdarice wiM this applicable Suedirig Godis predicts does not constitute a wanal rim- and Placed Appraleal. ~ Nopreped or Implied. Drawing No. FLEX21110 1 . I Shad I of 2 I — - -_ - - FASTENER LOCATION TABLE Islas Elevation Wow I Size Code Buck Concreft Screw Location Wkhh Height Head Janift 12 18 1/8 25 A, C D, E, F, G, H, I 13 18 118 37 3)8 A, C _ D, E, F, G, H, 1 - 14 18 118 49 518 A. C 0, E, F. G, K 1 145 is US 56 119 A. C D, E, F, G, H, I Is 1 18 1/8 62 A. C D. E, F. G, R I 16 IS V8 71 1 A, C D, E, F, G, H, k J, K 117 18 118 83 A, C_ D, E, F, G, K 1, J, K ___. H2 _j___ 5 _�_j��_ __�Z5 ___. A C ____,_ I D, EL G, H, I _ J�,_ IIH3 25 1/2 37 3/8 A, C D, E, F, G. K I 111,14 25 1 Q 49 518 A, C 0, E, F� G, H, I I H45 25 V2 55 114 A, C D. E, F, G, K I - IM5 25 1/2 62 A, C D. E, F, G, H, 1 IM6 25 1 12 71 A. C D, E, F, G, H. 11, J, K IIH7 If2 3 A, C D. E, F, G, H, I, J, K 3H2 __35 29 V2 __L_ 25 A, C _ _ D, E, F. G, H, 3H3 29 1Q . 37 3/8 A. C D, E, F. G, K I 31­114 29 1 Q 49 SIS A, C D, E, F, G. K I 31­145 29 11,42 55 1/4 A. C I D, E, F, G, R I 31­15 29 1 Q 1 82 A, C I D, E. F, G, H, I 3HO '-- 29 1/2 71 A, C D, E, F, G, H, 1, J, K 3H�__ 29 firt 83 A, C D, E, F, 0, H. 1, J, K 22 36 25 A. C D. E. F. G, K 1 - 23 36 37 318 A, C D, E, F, 0, H, I 24 36 49-5/8 A, C D, E,-F, G, K 1 ___ __ 245 ___ 36 55 19 A, C D, E, F, G, H, 1 25 36 62 1 A, C _0E F G, K 1 26 36 71 ,- 1 A. C O, E, F, G, H. 1. J, K 27 36 83 A. C D, E. F, G, H, 4 J, K 482 47 25 A, 8, C 0, E, F, G, H, 1 483 . 47 37 3/8 A, B, C D, E, F, 0, H, 1 464 47 _ 49 518 A, B, C D, E, F, G, H, 1 4845 _ 47 55 1/4 A, B, C D. E, F. G, H, 1 486 47 62 A. B. C I 0. E, F, G. H, I 486 47 71 A, B, C _ D, E, F. G, H, t J, K 487 47 83 A, 8, C D. E, F. G, H. k J, K 32 52 118 25 A, B, C D, E, F, G, H, 1 33 1 52 1/8 37 3/8. , A, B, C D, E, F, G, H, 1 34 62 1/8 49 518- A, B, C 01 E, F, G, tt I 345 52 1/8 55 IA4 . A, B, C __ __=.L__U_L. —­ H. I --- 35 52 "S I �� 6 C I ' E, F. 1, H, 1 38 2 i�i F I 71 1 A: :: C 1 D, E, F. G, H, k J, K 37 (Nole 1) 1 83 1 A, 8, C I 0, E, F, G, H, I, J, K . Notes 1) Only applicable to Series 2DOO. ----------------- _____ _____________,________,__ _____ ______ FASTME BWALLATWH BUMUCrMM - PLIN21310 — I N $110- M CMOtM SOtEW Wrr" "Off-XMXnWAL ONE BY WOOD 111111,11CM (1) Where window Is linstalled in an opening with a non-structuil am bv wood buck for the head al " all masonry or cona sill, installation Is as follow - At the head and jarnbs, use a 3/16" diameter concrete screw of sufficient length to achieve minimurn ernbadmant of 1-11,14" India masonry or concretes. See "Parts LW on Sheet I of this dineveling for concrft screw sw, embe*rwt and load requirements. See IREMIM, Note 7 for wWWwl cw.cnft screiv requinarnaft I I old � I I R , . � 6 A i I I - At the SRI, applif a Structural Adhesive Sealant meeting the requirements. of Note 2.b.1 on R=100 for the full length of R the SN � I I (3) See fastener locatloin table this shed for concrete screw locatillong and any additional Installation requirarneift I (10 Arry remaining factorifir applied instaltstkin fastener hole in the head at location, *B` not used for concrete sm" installation per the fastener location table SIM be filled with a #0 wood screm of affident liength to provide n*k 5ffle embedmorit ft wood buck. See `Parb Uste an Shed I of this ftwil for wood screw size and ernbadment requirements, Sea FIBM10111, Note 8 fbr additional wood screw requirements. I I I 010 WOOD SCREW WtTH SMUCFURAL TWO BY WOW SKK AND OFTSONAL ONE BY WOOD 0= (SIMON A -A . - I * ALTMMTE UJAWFINATES TMS OPTION, 511011111111IM FOR SEMON 115-1111): [L) Where window, Is installed in an opening with a structural two by wood buck for the head and " and a "maw" or concrete 9 I I I tit I sI4, InstalWan Is as blavis, - At the head and jal use *10 wood sonews of suffIcient length to achieve 1-3/9'min. arnbedirrent into the bil by wood , I 11 buck. See 'Parts List" on Short I of this dravmV for wood screw size and embadmil Sam FILEM10D, Note 8 for additional I I wood Sol requirements. I - * At the sill, apply, a Structural Adhesive Sealart: meeft the requirements of Note 2.b.1 an FLE00100 for the full langth of I , the Sit. (14) If a two by and one by wood buck are used together (See Section A A Alternate, similar for Sectilorl "), then #10 wood screivis I of sufficient length to achieve 1-3/8" min. erntuadmeirt into the two by wood hick will be MO and the one by wood buck vAl be secured to &is two bir wood buck as required In Note 4.a.11.2 an drawing PLEX2111100. I I (N) # 10 wood screws 9W be instalted at all factory applied InsWillution fastener hole locations. I I (0) wood screws "I not be used to fasten asserribly into the end grain of wood. RMN MMM RATM6 lik PDC COIDE 001101"M \/.EWED FROV EXTERIOR (P) If cod window size is rot fisted in f&sWw Installaborn table, use fastener (FASTENER LOCATIO S) qual listed for m* larger SIM - - (9) Installations depicted In these Instructions; acceptable for design pressuees - FV. b0 70 PSF far the window sizes shl In the table, Design Pressures (OLP.) are positive and negative. Overall window assembly deagnt prewire may be kaia FA 8 C than eiat shown In the fastenew location table arid shall be determined In I I -_ ill is ", with Note 13 of FLEX2010D. I . D ... . I E (R) Production Glazing may differ from that as allowed by ANSVAAKVNWWDA 10IXS 2, 100.S. 2MAFS or AAM0VwDMAl 101AS, ___.K - pow $Iva Beau Ill Dmmopm Chad" or. J" Z(Al and applicable Building Code. Sao Note 12 and 13 on Drawing REX / 2DI00 for further details, J --- (S) Two by wood buck anlVor framing at the head arid jambs to be securely F fagened W transfer the W to the rigasonry, concrete or Dither sllrui0tunal H. F --- __ G Sul a - - per the FBC and the engineer of rel details as applicable. H# / --- I cr) see RZ0100, Now 10 to is for additional Fec- calls complance. Dnmk* 111110,.RM121110 ELEVATION I Sheet 2 I I I of 2 Report No. FE11002 Revision 2 - I' KK EMBEDMENT —FRAME WIDTH (F.W-) 1/4' MAX. Cal of 9 _P BUCK WIDTH il SHIM SPACE (Wood Sc,ew) Faster" ?2" Ref. .1 A i T TWO BY WOOD SHIM AS REQ'D. BY OTHERS I r! wv4Dow FIN L I I BY OTHERS BY OTHERS (Note l.W (Note 4.1b) � SHEATHING - (Note 4.b) I I 1 I (Note 210 & 2LC.4) 4 / HIM AS REG'D, 11 (�. I 9 a ) (Note Lb) !�� V MIN. EMBEDMENT j . 6 (1�1� 71 ! I I STUCCO (Wood Scre.) I DETAIL A I I BY THEIRS i 7 1 ;4 I Tj F — . � ". . 107 1. . 1/4' Ml j = I r - HING : SHIM SPACE — ��: � L., 1 ��:-� � BT ­­ i-p*cl Area on PERIMETER � Ot'.."ment Fin SEAL. � SEAL BETWEEN Attachment 7) all I I & I BY OTHERS -_ W­­ 1­ I'l ��__ § 15 '01 (Note 2.a & 2,c.11) 1 ___ L SHEATHING 1 3; 0 FIERINETE1 % Y/__ 9 8 9 (Note P.a & 2.00 Wood Screw or Nci� Head must be I SEAL A I 1� -b BY OTHERS _ �n full contact with Attachment Fin. , .9 (Note P. , STUCCO BY OTHERS Centerline of fastener shall be !s �§ I 11 approximately 9/32" from sidge of � I GENERAL NOTES SECTION B-8 Attachment Fin. I � 91 I (I to is) see General! DrowN PUDl :1 Sheol I & 2. DISCLAIMER: ree "wee d see reenee. areel is . weel ft I 1_1 neneliell"'s ne-neweirown, ll ae;meics V-el new Ilcelle, val ennee. I W MWM" Ufte I GOD S"* HUM Aluminum PARTS LIST 11 u. window Is shol Also appRooble lo %loslone Series wif ind eAl bV%UwN AOM- j0e Olhorilixell lawd) - � och'" the del Pool oncriel on ft release. w-*4 a renel ;1 I Head - Finicrome I I 1 1500 and 2000 Slingeor HNi Akxrwwm ViAndoweL ow aml Renew aase; Ol (Fla sod" 1707 44, "M mic ft"M swi*,. 2 5111 - Fin Frome I , 171�5,4W4ft2W4RKPA$dp*W,SWWA5116. swe 1. -ME HEIGHT (F.H.) (8) Drawing applicable to Nor,impact Resovierit winfins owdl we0%.ell ..thee set weent peceen o­ - 3 Jamb - Fin Frame `1 BUCK HEIGHT (B.H.) gazed earldom M"Mo 8 WWI" Me! OPIOM Or 0001100 4 Lift RON - Sash (0) Production QW=g may differ from OW lested as 5 Jamb - Sash , I I allowed toy ANSUAAMAMWWDA 1101A.S. 2. 1101A.S. PAST� rPWALLATION V45TRUCrWM - R EX21120 6 G1#zh9 Bead IL ZWS or AAMANINDMARM 101A 3 2fA440 and 7 Gloom - See Note (8) arid (C) I 0, � oe w000 witriii- A OPPlicable Building Code. Soo Note 12 and 13 an 8 #8 Pan Head Wood or Topping So" I I Drawl FLEX 20100 for furftr do", OQ See shl 2 for *0 Wood Screw Installation fastener dwit. .th . I wi afterilmumembadmentoll 1 4 (D) For Faeftw QUwddin and SPOON am Shoo 2 (L) ,S Wood Se" must be of adriclent Length to whilm minimum the structural wood substrate. See Note ZL 015 of the drowl See Moto (H) regarding deniotions. embedment of I, Ill tne two tir woo framing. (K) & DOOR A on ft drwWg ordi Noto �. (111) Wood screw and no# wollidninal vall used to (M) See coal 'A" for approxenste location of the wood screw on the 4.b & 8 on Drawing FLEX20100. I 9 A germ ftoftstonNVroWrwwtsemosWon attKhffowg IK 9 Round Head wwmw Shw* mail 01_� 2 Spnucl with a Specific Gravity of 0.50. SOO (N) Wood scraws shelf not be used to faiden assembill, *10 am green of with minlinium 0.1 12rdiannew (11 GA) . - 41 PERIMETER Note (H) regarding d*vWb" wood. end nriml ornbedment of I-T/W into -1 - I I (F) wood or topping so" 000 dolainoe moo"" "ll the struchnal wood substrate. alliol SEAL �, $00, BY OTHERS INTERIOR 1101110dPill X 6DCWftrOMOF or Lapping � (0) and DOW A on bilis clarwing and 11115 mwomm sial am Draw* Ill PJA (Note 2.0 & ec.li) /-FINISH BY smmffuemworaxcoodl, (0) Nots shoR ff*K tft folowing requiremem: Notes 4.b & 9 on Drawing FLEX2DI00 andood ain jH I OTHERS embedment per Pau List See NOW (H) regarding -0,11tridismaterorgreater, . deviators. .sufficient length to adreve mommum embedment of 1 718" Into the IWO bY Wood ITZ" Robot I A"Wumo, P E. . . (0) Nal edge deal ffnmyW from edge of wood (gow*4, rwd 2 W length or 9aftes sholl most this requil ), and FL Ucarow No. 49752' �. I - L- - _____ - .'�:_ - ---- � to conterline of not imew most or exceed Bill or 6 lifielical (screw) or arvel (ring) stionk A* only. than Shank Diameter, whicrover, is larger Minimum (p) MenUfacounlil nails meeting these requirements are (but not linnted to) the big": . illillil 8 Wn and arribechent per Paris 100. SOO Note (H) . Paslode deformed shanir nal No. 404947, 404537, 65M I I and 650148. '. - regarding devionowel .Durcrilestdall sherelcrudirial . .. 6 1 (111) Any deviation leas then the worrium (q) Speoll of nab sliall be: 0 STUCC requirsermills *MO must be slugeoved by Ine -or from each arm of the hial 0 End AmI366 and BY OTHERS manieftlawar or Original by 'VW Dmign .evel behre exceeding the following D.C. spa" WOOD Professional In accordance with fire opuk" a) 6" O.C. Spacing floir the junta & Ir M. smadnig far the bood 01 SIN at 61 Ill to 70 PSF, or SEAL BE N RS Suddleigi code and Pird" Approval. b) 7- O-C spacing for theiambs & 9' o.c. spol for the head & sill at 56 PSF to 60 PSF, or .l .. W N IN L A SHEAIHI b) (4 All fleldsuppledholminthe has, (dreclulned),will c) 7- o.c. spacing for "is jambs & I V l spacing for tt* head & OR at 51 PSF to 55 PSF, or . ............ � ING 4 - BY OTHE d) 8" o.c. spacing for the jambs & Ir ol speal for the head & sill to 50 Pl 4 . IV . . be 3116'ln diameter for 06 wood wrows or the drank - "... W, (Nolte . L la,fl) Detal 'A7 for location Ill " . see apPradmate of ft W on the ottactiment . ........ *wrvftr of the nall rounded up to the next standard SECTION A. -A 2- MIN. EMBEDMENT designedion drill bit -. (R) Il Shall not be used to katen assembly Into end grain of wood. - kwood Screw) (J) VA)od Sonows, and Malls SRALL NOT be Mixed to Drawing ft. FLEX21120 I lesson M some amm"iW. Sheet 1 of 2 1 — ________ - �o. 8 ftod and Topping �creLN Fg§jgner Lologtion Tobles m - ____ -_ - - -_ I $."-""&"" I I 6-A--" I VVAM Itilsel Ownefewrof"reelasoftem- is us 4 ..!!e!!!M,l - 2 A W 4 ne 2 L1L______ _-A!'l 36 --..!-- 4 ___ . __1 --..- 2 41 4 rew i . 47 . M - 1 52118 - 4 - yee - V Hilight Itt LL_ L2 L3 Eb Meow- Owl 25 114 nle, 14 is 21 IN, 37M 37' 34 1 in ris 17 W 33 U2 3 ne - -i- 2 40—W ­71�- -r;;- -25-4 -W-ihi- , 3711 —i---- 55 1/4 1 92 ra 29 v4 513O 3 We 2 82 1 i/2 7 ye 32 fil 5111141 17M . i it I W 100 4154 67 ins 37M i . 83 1 IM 3 rre I - VAdih 1b; Is O."M..IN..d&MNV,I" W.F.Mtwp.s- 23 W2 4 . 2 In V2 4 - - 2__ -_ ;I 112 4 re 2 36 V2 4 1. 2 ___�_,S_ 43 V2 _J_ 4 ___.___J�_-.___. Yee ---,.--!-----. � .7 V2 A ". I . ""* III I LI U L3 I Eb %"Wfto. !a U wit -114 . In Ill 2360 1 37M 2 35 %G! 1112 ,A 193% 31 SM I 1 2 1 M '" � 3K :2j _ __.�.w 47 V2 1 in nle-, se 4394 - 1 Ire ____L_ 51 V2 1 ir, eft _FA- �. 7 - __L _._ I 3 7M __ ___2_.._ _ 2 36.2 In les 30 $580 7`0 2 ?i V2 _! i in 19 Y8 _Z1 43318 OF SO 1 3710 1 83112 1 t* 31" all is so 1 3 ve i 0 177777= a.d.m - - - 17777777777 onewel I� Wktb _M1 Me ClefterfrodNee,1411510ji!dng - Sim 4 - -tfttftDML- 2 25 V2 - 4 . 2 ­AV2 1­14.­_­­_­�� 35 4 M, ­ _­ ------- 2 _____ -----i 41 __�iff_ 4 -4 Y. - I -----I SM2141 4 zzzzzf-= - - 1 1.40 ft LI L2 L3 1b wererwimen Owl 2 IV. . 14 ta 7A i/2 4112 - 2 -A— 37 310 1 41a 1 2 40 SM _I_ 2 __!�* _ IV. _�!�._S__ 25 M2 44 _ 71_11___,__ -2,---- 55 IA4 2 Ift 29112 31 4112 2 62 2 M 32 V2 67 V2 4 i12 I . 71 2 26 41 ta 001)2 4 11`2 I , 83 2 20 . 53 W 71112 4 ir .1 I Wkgk shift O.d.O-.IM-d&WMbm" hear.*- ows. 23112 4 - re 2 V 112 4 - - - - 2 311/2 � . 2 35112 4 . - 2 --- ��-,?----!.------.--I---�-.-,--.--------- `0 ill 4 Y" i -­ - , 47 1M . i HeIght It I Li L2 L3 I ob 21 IQ 2 . nel 15M 23 1 4112 Linoleffeseenowl a 351.2 2 0. " V2 31 411- - 2 431.2 2 We __gW 30 4112 2 _!!_�S_ 61112 --L 2 ____�*_ IV. - 25 V2 - iiW" 43 TT_ 4 02 __4_i1i__'___i'__­_ - . 2 50112 2 We 31 la- 35 4 V2 ?I 1,7 2 25 --- 43 t/2 87 4112 __a_ 1 as 112 2 20 55 112 79 4 V2 i DESIGN PRESSURE RATING & IFISIC CODE COMPLIANCE (3) if exact window size is not Buck L Frame fisted in rattail location Centertine Width table use lastigner locations Of Hil I& listed for next larw size. EM i h Et (T) Installations depicted in these � i instructions acceptable for /1\ design pressures to 70 IPSF I --- I t f � I for the window sizes shown I ,/ V I in the table. Design c L2 PrOSSUF63 (D.P.) we positive Buck L and negativel, Overall Frome window issawntilly design He I pleasure my be Idea Ow 70 PSF and Shall be I Eb determined in accordance 1 I I with Mobs 13 of FLEX20100, 41 . . (U) Production Glazing ffwy dill I from that testaid as allowed Es- es by ANSUAAMAtNWWDA Centertine Of Slit — - A, 101A.S. 2, 101A.S. ZNAFS S I ALL FILIN No. 1 Aor AAMANVDMAICSA 101A.S. 2IA440 and Size fiMlicalollity >36' to 52-1/8' Wide at Head & SILI applicable Building Code. >59-1/2' to 83-1le High at Jambs Soo Note 12 and 13 on Drawing FLEX 20100 for Buc�k L further detal M Structural two by wood buck andillor frarning at the head, rro,e Width 11 Eh Eh SRI and lambs to be sow" ! Et fastarned to transfer Me load I -_ I . to the wood structural substrate per ft FBC and 11he engineer of record's / details as applicable. L2 (v) Soo FLEM100, Notes 10 to Ruck 8. IS for addlitional FBC; Code Frame compliance. Height , I 1) Ali dimensions Shall taken from the buck width or height of the window frome. 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. 1 or No. 2 illustrations at right. The applicable installation illustration is noted in the table. 3) Install the No, 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + / - 1", 4) An installation fastener is only required at the centerline of the head and sill when indicated in the table as "yes". If 'no". an installation fosterner is not required at the centerline of the head and sill. 5) This table is NOT applicable to the nailing option. See Notes 0, P, 0. ond R for noil installation locations and spacing. / Ela t 1� Ill i Es . I __ - - --1 f , INSTALLTION Nall, 2 IL Window Size AnWilril to 36' Wide at Head & SRI to 59-1/2' High at Jaribs Al-11 - r;I I ­ , it � 1 2 9 H - X LQ - V 4 I 9 I I .18 . I I i? : U Z ! p I L3 I . � ri I . . I I I IS -i W, I . Ffil J§ I. � I k 3: I- .1 I 9 I ,211 X .3 1.3 Pill 11116/oa **Wtm ft� air RA combat al I" I Drawing No. FLEX21120 Shea 2 of 2 DANSCO IE ENGINEERING, LLC . .B X Apollo Beach, Floll 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 1 CD 0 In mm LU Z t.- 0 :D 5? " U) -4 4 - ­4 M LD Z -9, � %D < co V IOL M I Lij m r4 ,�� 1: ne 00 il C) _j 00 ll.Z LL. I W = M W CA -4 < 11­_ 9 CO Z Z z g E full 12 j . U, Z 0 0 mi 0 11­_ ill Uj () LU =) _L C) C/) _j 0 < Q:� > CL 0 Uj De (/) CL < CL Ina < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAVIANG AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAY04G ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERVING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORLIED USE IS PROHIBITED. REVISION: DATE DESCRIPTION _ _T_ VERSION NO. Ar, .,a� , SHEET TITLE: el, - FLORIDA EXTRUDERS lir4l. A, - � " 161� I -, .1.1. 1� WINDOWS . I . 1, At '1� . . .... MATION: - � I . .­', - . I . .. �.,� 1% "I", *_ I ... - " /11 DATE LIED: 04.07 1�� I -V .( I ., *`4" % DRAWN * 'l �P+'+ DZ 11 I �, A REVIEWED BY: ill 01 WD - 0 I - 00 T_ * (9 Z 0 _j 5 M 00 T" C) N I CN Ill I C) c1r) T_ LC) T_ L--.�" .....--..����-� 11-1111111111111111111111111111111�-, ­ --At.mma���.imiNi;l" - -- SHIM AS RE'Q'D PARTS LIST TWO BY WOOD BUCK OR A (Note '.c) I Hoed - FlaiVe Frame FRAMING BY OTHERS (Note 4-b & W) IF - :- 4, 2 U11 - Flange Frame Qe � SEAL BE1WEEN 11 3 Jamb - Flange Frame N 4 W.;;a - Panel � I & SHEATHING 5 Sid - panel Z :9 (Note E!,Q & 2dJID - f-- TWO BY WOOD 6 Look Stille - Panel SEAL BETWEEN . ? 6 BY OTHERS 7 Indeellock - Panel 2 I I HOOK STRIP & 2 R I (Note 4 to & W) 6 Kock ftp I I FWOOD 7,i, / I, SHEArHIN6 , (a FASTENERS SHOWN BUCK 2 11: 9 Glazing - Sao Nalle (8) and M IN SAME PLANE FOR (Note 2.a & 2.01.90 H /\,/ i'i 10 3119-Do Flat Head g2glgM Screw withmirtim- CLARITY 13NLY HOOK "I - ­ - 1/4- MAX. working load in 51marof 180 Ris at 1-1/4'embodffWg. STRIP ANCHOR HILES F � - I 1/81 MIN. I ,, SHIM SPACE SPACED P1 APART ON - I - - - - , Sao Note (K) an this dre" and Note 7 - Drawing OPPOSITE FLANGES,) I EMBEDMENT 1;�f - I I . 71\ FLWOiOO. (TYP,) . /�\/ \ , 11 ' ,� I i - - 11 06 WoW or Tapping $cmw with a mimmurn Typ. 1 1 * 1: _0 I �- embedment of I -1 f8' into two by firami rig . Sea Note (P) ii, 914 -IF -il ' I / ) . I � � an this drawing and Note 8 on Drawing FLEX20 00. ; 5 a 2 I It 8 / ,%k 12 08 Wood or TMh2 §M with Plastic Inserts (N. 8t 0 - '� I i i6iie, 7/8' MAX, < a �- a :;;:� 1-1/8' MIN, on FLEM1100) at a minimum WnWmwt of 718' WOO - - ! § 1 ! 5.1 STUCCO -j I I this concrete sill. See Note (0) on this drawing and Note .---. 1 . - \ & 7 9. ?7 I 1.21 OR SIDING 8 on Drawing FLEX20100. :V, SIN � . -- \ -- ATHING �-u 1, � � 'S -H ,E I `111 1 � I I BY DIHERS � I-- ,� 10 2 8i PERIME TER � I 1 7 &j �� _j : ! HOOK STRIP filpq & OTHERS 1;, . 19 I ,.� ; 7 S (N ote 2.0 : I DLETAIL - & 2 . C1110) i i A-7 - - - � � S.QZ WIDTH �1/4' MAX, SHIM SPACE - I �-1-1/8 MIN. I I SECTIDN A -A I !; GD, t I Hl-IGHT 3 (�, --I TWO BY WOOD I I � /// /// -- 1 F . "/- (Note 4.b & W) B B PI "" " "'61RED I K;�: REQUIRED E D - I (Note 2 a (Note 2.c, / I I I I t 2 oll", . & ,.d.,!" - �- SHIM AS REQ'D. -.j 9 - 91! ,j A (Note I.c) - - SHIM AS E�TERIOR ELEVATION ,,107 REQ'D " O SHOWN Scale: NITS tR A (Note , (SEE NOTES (C), (D) & (E)) - Sir RIA In 1 - OMAN or 3H c) . � 92 RabortJ. Ansoneso, P.N. 1/4' MAX_ � -- FL License No. 49752 tod SHIM SPACE ii � 112'A / DISCLAIMER: The purpose of ft , - SEAL BETWEEN ensistation drawing is to present the 4"fle Z09 Z-06 I DOO manufactuive's moemenerideltions for J-"��4 , D. i ,6 . THING � . I anchorage [I.e, coricrele licrem, wood ... .4, � E � screws and tapping scroval to when the � , '. T. % 4 (Note a & 2,d.lij) the .19. 4 . t�j deep pressure specified on . , - , I * * . . I, fermsbabon product ar required try the , * EMBEDMF- NT 2001 Honda Building Code (FBC� Section 1-114' MIN, 707-4.4, 2004 F909ulift, Section ( D12 PERIMETER ',- d" 1714.5.4 � � � 14�"-� �11, /��' SHEATHING Ord the M MPAOdOntO, I L-e ,C Section R60 .6. Recornriendations �o ;.. 1. . �*, �-li,wl-- OTHERS STUCCO raw" flashing, scoon, seelients - - (N & 2.01,M) cow joint seslant preducts does not . - LIBERALLY APPLY SEALANT ate a'a OR SIDING -- � UNDER SILL OR SET SILL IN 11 OTHERS constitute a warrarity either expresied or BED OF CONCRETE (Note 2-d.iii)- MASONRY OPENING SEC110N B-B implied [&;vAng NIM FILEX24111 1 . SHIM AS REQUIRED (Note 1,c). RS Sheet I of 2 --- . , l, Fastener Installation Chart - - GENERAL MOM - 9 /1\ ; at.. I R mind Cluanfiftes of Faimears k Nice � st.c.de c-liqu . jp.* "no to " (I to 13) See General Notes Drawing KIEX20100, Sheet 1 & 2. :- A I � Well H.i@M, I . own) I I I Md. a INS I3AI6'C* IM0. S W.) I I ! (A) Milesitone Series 1000 Shofing Glass Door is Shown. Also applicable to Milestone Series 20M Sliding Glass Door. .e R . ­V­91)97.14--­AQ-­.- -.-A­­-­-9 ------ --lim ­-i -- 4098 ; SW xx.ox.xo 60 60 s 6 3IDO) = (B) Drawing applicable to Nort-Impact Resisbrit Slxfng Glass Doors gWW with 31161 fully tampered gliass. Sea Note (V). - 5 - - - I& : a (C) Where "X" represents moving panel and 'a' represents fixed ", approved configurations are as listed on the %stener Instal Won chart I sued XX,OX�Xc) 72 so 9 4 (DOI 3 1 - - I � I - I . I Boss XX-12X1-x-0- ML----- ip�---­ .--.-?- I--- 10­-­AP0.L­ 1­ - 3- ­ on Sheet 2. xx.ox X0 120 so 0 ­1 -ii 7(cl) *A "WB* Hook Strip Detaill . T 9 L �006& -t (D) Not all confligurations listed on the ftsilener chart are Mom on tdris drawing, however Installation sections -A", & ! 5080 xx. Ox. X0 60 96 I Fo� 6 -- 3(001 1 0 - � i� row XX. OX. XO 72 go IQ I a . 0 apply to IndifIlatlon of all approved configurations. I , I I I i - � sow xx �� -- -­10­4- -10-..----- �-- (E) For pocket door configurations, use closest by-pass door Size and cornfegullation In the chart to the finished opening of the pocKet door. --- i6 - m)-­ .- -1 - 1 : 10080 -)i� " 16 OW) �L­ (F) Concrete screw edge discorice mostilred from edge of concrete(masonry/block to oet itef line of concrete screw must meet or exceed 2 1/4'. I . 1 a 1 1 .20 ; so �, ,� . -- i2 __j 6 __ 3 � 2 � a Minimurn size and embedment per Parts Ust. See Note (3) regarding deviations. I .1 '. ox! �.a ,72 'ac I? AM 2 k? ,Z. - I _..] - - - - ; Sol 00 xx. ox. X0 Be i2o 12 1 10 5 - 2 (G) Wood at tapping screw edge distance measured firom edge of wood receiving Ilhe point to centerlIne of wood or tappint; screw must Meet n � . edge OX0 I A D - .. ­ - I- - Note regard deviat ­ ­­ 109�..l-­g9­- -­P­ ­--!�.­­-i�L-!L or exceed 1". Mininntint sue and embodmerTL per " List. See (3) rig lorm 12000 1-5 80 8 9 I= , . j _OXO _ Wl�- - ­+- i4 --- - ! t5o" OX0 let UZI 50 8 8 12041 i � (") AN kid supplied how in the firarm (if required) will be 3/16r in diameter. � 9W OX0 109 i's 96-- 10 --- ---iD- -I 0M)Z 0 (1) Wood screw withdrawal vallues, used to generate the fasbaning requirements are based an Sprruce-Pine-Fur with a Spsiollic Gravity ofO.50. Z q. � 12080 D�j� I& 1 ii� j9­ I q ILPN� 0-­ See Note (3) regarding deviations. E IV$ 59i § ; . _ _ _ _q_ _ _ __ _ _ �j _ � _ ._2XO __.. _... ­ _j­ --- i littoo Qxo 141 I/s. 26 - To - 15 - 11 0 (3) Any deviation less than ft minimum requilrements stated must be approved by the manufacturer or engineered by "pthet' Design . e it j � i2 to Tg>21 2 - :: Woo, oXo 109 lie �213 -- - --- - Professional in with the applicable BW16NV Code and Product Approval. �-20 . ,� . � .V 11 � 120100 oxci T45 116 12 14 11 PA) 1 2 accordance 1 " XXX 105 " so I 8 13-- 1) I 5 I F� I] - I - � 3 - P=24%11 120" xxx _1�4 L -- ---.---�,---ii-t-�M---!�-,---�--.--�.�-. ­ � W -] - FAM109R UWALLAT1011111i VIISTRUICUM � INN XXX i7o 510 60 [ , 3 10 T1;5 , I �j ,p -- 1 " 1 : 9000 xxx 106 618 96 1 1-0. ! 0 7 i?080 -- - . 0 3lie"OTAL CONCRETE SCREW WTTH SELL:* Yxx 142 95 x I I ; - : - - -5M -­ ­1191- 15DW XXX 178 5A 96 10 16 0 1 9DI00 . , - ­ 19§ - ' ­12- .- lq�-- - 7 .)?I - - - 2, _ ent hie" �A, ­ 12 14 111D4) '2 (K) Where door Is installed In an opening with a masonry or conaft ON, use a 3/16' diameter concrete screw of ladfide IeWtoac XXX 112 $06 In 0 6 I IF C 9 I ip'l - r-- -1/4" into masonry � �17 119 Big 60 b - 12 7jcll�j _ minimum embedment of I or concrete. See "Parts Use on Shad I of this drawng for concrete screw size, embeckner 0 oxxo i - is , . j - : 12066 OXxci 143 M 50 8 14 992) 8 : I and load requirements. See FLEX20100, Note 7 for additional concrete screw requirements. e � j : 160" oxxo lot &MM go a a 13 P4) 8 l See fastener Installation chart this sheet for concrete Sam quantities and additional Installation requirements. i I% We 96 IQ � 12 - 0 ; I- __9Mg_._ _ 1­­.. ­., __,_.._ ­ j­ __,_.___ ­ _ _-!RL� - ­- -- - � '2000 oxxo 143 515 96 10 : -I W it pai, o (M) Install one concrete screw in each pair of facticiry, applied installation holes unless noted otherwize on the lastomer installation chart It Is . . IBM oxxo 191 $A 96 ' ' " too) _0 11 acceptable to install a 3/16- diameter concrete screw with a 1-1/4' embedment In all holes in the sill Which will exceed the minkirkent -1114i I i 100100 XO I . _21,. PR-n- 12� - - - - _AjD . ....... ��__ reiciuslemeris of Ithe Feshemer Installatkin Chart ; --c!X-- if --- t- 1 t., . I 1 I 1.LDj4 2 1 120 OU _PXX� . - ---r- -is -- - -i7 0o .- .-- 2 - (N) Alternate concrete screw Inibilation fasbarm front: to back In the SIR frarm member when both sets of holes are not used. : 60100 OXX ( 12 I A - - I low go 5 (0) All remaining Factory applied Installation fastener holes in the sill not used for concrete screw Installation shall be andioned with plastic : - I- ­11 ....... -- 1; . .... ­-!ImL­ - - , -... I 1­-m�--ALT.!!�, - ... i iWow xxkX 141 Im W 0 14 Vd)Wl -5 anchors (see FLEx2OIOO, Note &j for details) and #8 wood screws of sufficient length to provide min. 7/8" in, embecliment Into the �--= xxxx I" I" 80 8 18 - 13 arm) . concreette or masonry. See 'Parts Usr on Shad I of this drawing for wood screw size and embedment requinsments. Sea FUDC20100, Note I A -- xxxx 117 19 -20 10 --I 2 8 �`c`2) - - 0 � 12000 -x�. 141 19 96 IQ— 14 -- 1p_(D3j_ ­_ -0--- 8 for additional wood screw requirements. � g � � 16019 XXXX ia-9-19- is i� lost - 12 1 DID?) 2 too'. I-- &W'- - 08 WOOD SCREW WM 9MUCTURALTWO BY WOOD KICK FOR HEAD, 3ANDS AND POCKET DOOR HOOK STIUP- 1 41 U4 120 I 1, ..'.X :1 1 111,14, 2 I % Z I ."' .. X' I. I. '. 1�1 : I I - - 11 I 11 7 .111 1 12 A (p) Where the head, jambs and podoet door hook strip is installed in a Wood opening with a structural two by wood buck and/or framing, I - lessioner Installaition Chart " m � #0 wood Sam of suffIcient length to achiseve 1-1/8" mi~ embedment Into the two by wood budk and/or framing receiving the point - ' 000 3102103' 1) In some cases ooncm% screws am only required in one of the factory applied ristieflation ho6 - at all factory applied instailation holes. See 'Parts Usr on Shed I of this draiving for wood sum size and embedment requirements. Sm sets (i.v.. a hoe set being the two IK*m " in a plane perpendicular ki the wk%h of ill* door Inane). in fincea cases designated as woc, in lins tralikkad,on chad, one of die holes will rKelw 1 FUEX20100, Nobst 8 for additional wood screw requirements. SOON NTS Severe 11r. RIA Concrete Screw and Vne renlaining roles will be filled in accordance with Not*% 0 and P. (Q) See fastener installation chart this; Oiled fbr #8 wood Screw requiremenits in jambi head and hook strip. 2) In sonle cases concrete screws am re"red in both Factory applied imballatIon hole ub. "D;* (R) Not used. Checked $p 311 ,& through IDIII designates In whicti size & configurations two concrete screws am required. The (5) Wood screws shall not be used to fasten assembly into end grain of wood. mffwnnV Wes Will be Oiled in accordance with Notes 0 and P. arDI'masins' instaft two concrete savAfs:n one W of ristallston holes. PROMR9 RATIO *I PBC CM 221 means. noten bad concrete sow" In tied sets of ftW�wAlon holds. PMGM c) 'D3, moons, I,". two concrete scrows In threal sets of InstiaLebort holes. d) *D4' means, Instal Mo concrete screws in four sets of haliallation holes (T) It exacit door sin is not listed In ladiew Installation chart, use liastener quantity Rated for neort larger sin, for the appropriate design .) �Dr insane, install two concrete screlAo in a" sets of instailsom holes. Wes- requared. I) -W ""'W",nislall two carionato sore" In six aft of Installation holes (U) Inswitaijans depicted in these theouctions acceptable for design Pressures to 55 PSF for ithe window sizes shown In the chart Design g)'07' nneens in" two ooncrat, somwe in sa,mn soft of �nstofiabon holft� Pressures (D.P.) are positive and negative. Overall wilrellOw assembly design pressure may be less than Oat Shown in the fastener ii).08. ..: tnewl I. ..m . - 04M alits .I,nswaton notes. quantity table and shall be determined in accordance with Note 13 of RBQOIOO. 3) Location of ad~al concrete screws in hoed & sill should be prW#z*d as k4lowe: First ad -out to imarlack, or buft stflast In head Is sill /1\ (V) Production Glazing may differ from that I I as allowed by ANSL/AV4A(NWWDA 101tiI.S. 2, IOI/I.S. ZINAFS or AAMA,rWD1Vt0tfCSA b) Seocirdy, .1 each end of head A, 91 I near jamb comer, N needed. ­­1 a) 101/1-S. 2IA440 and applica* Builchm Code. See Note 12 and 13 an Drawing FLEX 20100 flor fiarther debits. c) Locations in noted & sill other than as fistea in a & b. l Two by wood and/or framing to be secierelly fastened to transfer the load to the masonry, concrete or 4) Location of acklitional concrete, screws in iambs should be prioritized Be folb"7 ottheir structiural substrate per the FOC and the engmeer of records details as applicable. I I a) First, adjacen(to looks in iamb& (110 See FUD120100, Notes 10 to 15 for additional FEIC Code Compliance. FD—nwAn b) Secondly. at �h and of)ambs near head & out comers ft FLEX241 1 1 in,ambe other than as Isho in a & b. I Sheet 2 ) "L-10= of 2 I 1 5) CS - arid WS - wood some, 1 DISCLAIMER., rip pepow d the inewwo, &wm is w ~ of MAS�.NRY OPENING CONCRETE DR i - -\ WOOD BUCK k MAS'Y. c:nNcRF TP OR -wh,WW.-.-40-lb,o.&.Mrl.,.-ft�-.deoa� MASONRY OPENING Q R BY OTHNS OPENING BY OTHERS _,­� MASONRY OPENING " M- §nxtuai Adi-W (I �ihei .We(). OTHERS (Note 4,o,) :. PI I �) =-;=cairP­-*.dW.d.1w.am0.P�. BY OTHERS ,- d � (Note 2.a L 2.b.11) ,1 BY OTHERS (Fact, SWW. 1707A4.2W - BUCK WIDTH,"' ­­­­­ R 911*9 1-1/4' M 9 BY OTHERS i -\ '"'" " u*,W, "W" "e, RUCK _ � n inecioujamli, sionin i7m5 `1 aid dw.2004 FK.R"Omwl 30A.- FAIA* (R.V.) 1/4' SHIM -1 EMBEINEINIT W ,4 0, (NOTE 4.a) I i - 9 e'-.10, 0 - . OUNNI, Naft 111101110111 W *W Wit geleert SPACE MAX- PI - MIN, P"-d-n*­"kft..w"". ­vNed i SEAL BETWEEN 4 N 1 �' 1-1/1' 01 2 EMBEDMENT (D SHIM AS REO'D. T WINDOW FLANGE I (Note 1.0) " 1> . & WOOD BUCK--,_ I i?, A - -- --, 9 11i 20 1 2X4, EX6. 2X8 WOOD BUCK I fl, 2.13,il) - ­1 BY OTHERS (Note 41c, L and S) 8 I A 1 1/4' SHIM 7 1 ;4 -4 .1 I! - . SPACE MAX. - I �� K. I 5ECTION A -A (ALTERNATE 6 4- I 2 * I � - ------ I .. ! - , 1 1-3/8, For ;nstg1lation with twg �y I : f 9 w ; STUCCO : I . MIN. EMB. __j � . I , i Similar 5-5 0 . ! I � (not ,3howrl. � I 1 PERIMETER NHIM 4�1 KLU L-1 � STUCCO I I i SEAL I I? st I (Note !,a) I � , BY OTHERS § R: BY EITHER � SEAL BETWEEN 11� i (Note " BUCK HFIGHT FRAME WTH. WINDOW FLANGE 1. I -t5 i ,to I & ,.� (13.1.1, GENERAL NOTES A & WOOD BUCK .1� I � - : , � I il-t; . I I � : General Noted Drawing (Note 2.o, & 2.10.10 � I I PERIMETER SEAL 9 Q�1� I J, 1 FLEX20100, Sheet I & 2 F . f -, . 4 (A)MIldelt"601111,1110WHOrTontill BY OTHERS . .1 I I FRAME HEIGHT Sfiting Alturrinum Window in AD, OX FRAME ,5�," � (Note 2t, & 2in-11) . - i �F.H,) E: --- HGT. B B 2 0 1 7 V 1 6 and XOX configurations is shown - FRAME WIDI H - 1 I i (9) Drawing *Ppikable to Nori-;Mpecl T 11�1-1 (F.W.> E I I iii! . 5 Resistant glazied Windows. 0 SEAL BETWEEN I SEAL BETWEEN (C) Production Glazing may diffier from I L aECTION WOOD BUCK & I i - q WINDOW FLANGE � & PRECAST SILL I that tested as allowed by A ..L�Y-�,DQ MAS'Y. OPENING f��EWED l -7 B --B- BY OT14ERS I W/VULKEM 116 1 ANSI/AAMA(NWWDA 101/l.S. 2, 1011I.S. FROM EXTERIOR ,@ � (Note 2a & a.b.11) 11 I ; ADHESIVE SEALANT ,5 ; . 2/NAFS or AAktA(WDK4/CSA 10LA.S. � OR APPROVED EQL. I INTERIOR 7JAW and OWM" BlUlk" Code. FASTENER WALLATkON ItOMUCnONS - FUD=310 (COFMWJW ON SHEET 2) .11 III , (Note 2.1o.1) i FINISH BY See Note 12 and 13 on Drawing FLEX I : '��< OTHERS ILI A I - 20100forkirthordstalis 3f is- MA. CONCINEITE SCREW WrITH NW-MLK7URAL ONE BY WOW ISM I [�-F­ / - -� (0) For Fastener Quantities See shoo 2 . I I&I - - --- - - of Us drawing. Sea Note (H) regarding (1) Where window is Installed in an opening with a non-strucDaill one by wood buck for ft hoed and i -0 g, ; - V I - ; . V q jambs and masonry or concrete SRI, installation is as follows: - 17 deviallons. I . At the head and jambs. Lae a 3/16' desolater concrete Screw of sufficient lenoth, to achieve V (9) Concrete screw edge distance notimurn embecifteent of 1-1/4' Into masonry or concrehl. See 'Parts Use on this drawing For 19 V q ,q I . q measured from edge of abrovits screw sbi arnbadment end load requirements. Sea FLM0100, Note 7 far adftbrol - , concrelialmasonrylblock to MtOrOrW Of concrete screw requilimmer". IQ lu V V ryst, 4crour m -at millet or exceed 2 . At the got, apply a Structiml Adhesive Sealant ficar the full length of the Sill "Matting the - - V IQ Ij 19 19 1AV. lulinimurn size aid embedment per requirements or Note 2.b.1 on FLEM100. me Iq IQ Plate Ust See Nola (H) regarding (3) See fastener quantity table on sheet 2 for concrete am* querobtles and additional Installistion ecao. NIS I devotions. requirements. grown, 8r. FLA Precast Sill byoothers .� ,�L scrow edge (K) Horizontal Slifing XDOX and XOX configisrations are fabricated with the reeftared number of holes I Chachsei 3H PERTMETER SEAL BY I (Ii Wood or ts,ppirig Conflg�rotlons . y vory OTHERS (Note 2.o. L 24).ii) distance measured from edge of wood for Instieflatkins. All factory applied Installabon fladervar holes In the head anxitiarints will be FAW With R~ I Amares% P.L . to m�ine of wood or Wpft mew - - ­ - -- ... accordance With, note (Q above. FL IU NO. 49M PARTS LIST must meet or exceed I' W"nnn 9 . a* #10 WOOD SCREW WrFH SMUCfWU TWO BY WOOD KICK (5" Soctlica A A, Alternate I &%im I Head - Flange Frame and embedment W Parts Ust See - Shea 1. Siderealse for Section SHB)t - � ". 2 Sill - Flange Rome NOW (H) regarding d"N". IL 3 �j�nb - Flange Frame (a) NO used (L) Where window Is Installed In an opening earth a sbuichurat two be wood buck for ft head and 4 W.� - Sash (H) Any cloVation Is" than the rrdnWwm jami and a masonry or concrete sit, Installation is as follows: requiroments ~ Must be approved the head 910 langth to schieVe 1-3/8' Islet. 5 Sill - Sash . At and Jambi, use wood screws Of sufficient 6 Uttering Bleed by the manufacturer or engineened by emboximent Into the two pir wood buck. See "parts use an ths drawing for wood saw slide 1 7 2jpM - See Note (8) and (C) -~ Deep Pirdleaused" In and ernbediri See F1.920100, Note 8 for additional wood screw requiresionts. - .. Sealant for full length the SRI the .-. Sonw.e. 8 311 6` Dim, Flat Head Concrete Screw with minimum working load In shear of accordance with this applIcable Building * At the sill, apply a Structuval Adhesive the of meeting Code requirements, of Note 2.b. an FUEX20100. of, ...-- .... I Afto /7- - and Product Approval. YN, t . ,\ ISO Itts at I 1/4-embadmant. See Note (1) an this drawing arid Notel? on (") See f1dilialleir quantity 1111blis this SIM for Wood so" quanditles ard adifitional Installation 'I , 1. ­.!..., / ' \ Drawing FI-EX201 DO requiremerAbs. 9 #10 Fiat Head Wood orTappina Screw with a minimum embeclimentof 1,VW (N) Horizontal Siding XO-OX and XOX configuradons am fabricated with the requirecl niurnber of holes into "Structural Two By Buck or Framing". Sao Note (L) on this drawing and for installabong. All factory applied "Istallatkin fedenter holds In the head and *ft wilill be Oiled with Drawing No. FLEX25110 Note 8 on Drawing FLEX20100. #10 wood screws In accordance Will note (L) above. I Sheet 1 of 2 - (0) Wood screws sinall not be used to Not& assembi Into Me end grain of wood . - I SEAL BETWEEN PARTS LIST TWO BY WOOD BUCK OR A WOOD BUCK & " 10 1 HW - Flandies Frame FRAMING BY OTHERS (Note 4,10 C 0 N CRI �RENING �j MAS'Y. OPENING BY "Th'IRS IR 2 SIN - Flange From Zillp H A , 'IN, . M :- I 3Y 4 [III 4 BY OTHERS Qe R (Note 2,. & 2.6 11) MASONRY OPENING ONE BY WOOD 3 - Flange Frame ;i;ij . I SEAL BETWEEN Rit HERS (Note 4.a It. J) 4 - Panel 5 34 - Panel 4 I 0 , 4 I SHIM AS ! I ' 6 E�ck Stile - Panel SEAL BETWEEN , 10 A ' SAL B� INGE & WOOD I UCK U 0, (Note 2.0 & 2.d 10) F REQ'D - LI H . S - Panel I H56K STRIP & 7 Interlock . WOOD BUCK WOOD B A , I I PERIMETER L (Note , 1.0 � X � ,C V5 Z 8 Hook %rip (* FASTENER N I � (Note 2.o. t 2 Wit) I , (Not, � . 11 4 9 4312jim - Sao Note (5) and M IN SAME PLA, S211 , :4 . I , " SEAL BY ---�c` OTHERS _ MIN, , I V7. V 1 1/4' 1 E ENT EMBEDM I . Z 'r F CLARITY ONL 3116' Die. Flat Head Colorado, Sam with minimum . , !IP ANCHD I I hood in ISO it* 1 114- .. � Ii 1 , (Note 2.a — - _ > . _ :� (4 /10 working shoser of at arribadmord. SPACED Z' A L. LT. ­M'�-- �� ­ _ , �L I *P 1 this Noft 7 Drawing OPPOSITE FLANGE Irn- & 2A.111) ' - I -� Seer Norts (K) on divieft and on , )!' . (T ;P7 ' ��+C�:� 1 FLEX201 .1 1 1 #8 :IT.,. Screw wfth a minimurn Typ, 1 1 * I , � 4 I �� STUCCO - -- . endleadmealt of 11-1fr WOO the levol by framing. See . a - BY OT ERS I I l! I Now (0) on this drowing and W* a on Onwav (�) 1 -All 3h - - -"-> "ll 1113 "04 , rIIIII SHIM AS FLEX20100. r - Ztz­ 7/81 MAX. 3 0 REQ'D , Note 11,r) � 12 88 Wood or Tapping Sow with Plastic Inserts (Note a.1 on FLEX201 00) at a minimum embedment of ?fir -r X r § ; I � - � f 13 I : Irft On concrato vill. Sao Note (P) on this drowling I j- j : I -. i and Note 8 on Drawing FLEX20100. SHEATHING 1 I 1A 13 #8 Wood or Tapping $crew with a minimum embedment of 5W into the 'Oree By Wood Buck'. I, I Uh ; 4 I f M ; ; ; See Note (0) on this drawing mid Noto 8 on Drawing FLEX20100. 0 HOOK STRIP I I ; � D I i ! -- DETAIL . � - SUTION A -A 1 A ­1 I - - -, - i I � ­� 1/41 MAX, SHIM SPACE I - I � S.G.D. HEIGHT 1 1/4' MIN, -EMBEDMENT 11 1 4 ONE BY WOOD // : ; - --, I /// ! (Note 4.a & J) Z r A- � SEALING . : C; REQUIRED : 1 10 B B - (Note e,lb ; I I I I I & 21411111) MAS'Y. OPENI­ 3 i A -� VC SHIM AS i (Note 2.a & 2.01.110 P--2-- . P7XTF7RTnR FLFVATIn Dow 3102/07 REQ'D -1 I- I A, SHIM AS REWD, 2 PANEL DOOR SHOWN 1110011111; ms (Note I : (Note 1.0 (SEE NOTES (C), (D) L (E)) a a Or PJA I.c) I I : : I Chischad Mr. IN 1/4' MAX 141M SPACE S -A, : i I i i I '-,A I lkl.@ SEA; BETWEEN Z-@ � II-1 3. Amoruse, P.R. DMILAIMER' IN wpm of *4 FIL License Nc. 49M Instopolioncheive lead P it* - P I! . f , �, . ,��,� L WOOD BUCK (or .."Illo. ........ ­! , andwage, [Le., wow scraws; wood .1 .... . . . ­� `� . . . A A 4 PERIMETER (Note 2.o L 2oi.ii> . . .. A .1 saw's and tapping tecre"I to schissat the %04 - - � .. design specifled on the fulesteactin - .. A . . t. ) I J I I HL IC'.. 4\ F premium . - I placluct as ronfulmid by the 2001 Flat - - i 0 I ; I . SuMN Code (FM. Section 1707.4.4,21111,11 - i - 4-t..-"4A4P4 EMBEDMENT- y (Note 2,a L 2A,111) . 'N MASONRY OPENING "-�� FOC-agdoinill, Section 1714.5.4 and the 2Q04 1-114' MIN. OTHERS � S.G.D, WIDTH STUCCO FIC-RoWereltiol, Section F4513.6. RKOWNW40X% fspn*lg feel" ill 00 t sealing, sellieft or cow jokt seelant ... . le. vAwr" JB!JiALLY APPLY SEALONT JNDER SILL OR SET SILL IN SECTION B-B "Mmdmrwtwwftft" ,','!.-.-*L r%k4 ,,' Getter expressed or WOW. ­ - , - ­­,", SED OF CONCRETE (Note 24iii). DnMft No. RB(74110 [EM SHM AS REOUIRED (Note I.c). 2 B OR Sheet 1 of 2 1 - 1 AI ------ - ---,------ios-te�w-iwt-a�ch-l�i-- ---------] ammotAL 9 $a. Relabeled"""" am. C." carorAmw (1 to LS) See Gentral Notes Draw" IFIBM100, Sheet I S. 2. 42.6 M" an Hook strip :-N I mew (A) Milestone Series 1000 Slidang Glen Door Is show. A19D applicable to MITIestione SOW 2000 Slift Gas DW. . seem I tiviii lsmr4al, I ad-!Ml t Al (B) Drawing appillcable to Non-Impect Resistant Siding G" Doors with 3/16'k* temple ,e & 1 4068 XX ­OX XO 46 .&_ 400) 3MO) .MCKS a gioned gliais.Seelibbecv). 'r "Cr I I 111060 RZ X0 00 .. so ­ AM ::M_ - 3 (PPI . -0 - %C) Where represents moving panel and represents Oxed panel, approved configurations am as listed on the fastener Installation chart on M 4 "Its x W Ail ::I� r 15 4 - - . - - --�Amh­ -1 ­ - I-A-1- Sheet 2. root am xx, 09, X0 - -a - 400 5001 I LL- ii I 10008 XX,OX.XO 120 so AIM T(DI) 7 I 5 (D) Not all confligundions Ided on the fastener ~ are shown on this drawing, however Installation sections "A -A", '8-8" & Hook Stirlp Detail (DI) ; , I § I . gold . XX'OX - X0 go stoo) 300) 3 (DO) ! to apply to firesdalkition of all approved configurdlons. A am xx,cx.xo 72 96 5 (Po) 4(001 4(okh � IQ door cord'diuratlons, use dosed by -pas door size and coiftration in the dot tp the thalved opening of the pocket door (E) For podget . I I T am 5 IDOL NX-EMN-00 PIMP— `1­1­16 -- ­ i a - -02) 1 10 [F) Concrete screw edge distance measured frorn edge of concretelfindisonerytiblodc to carthartine of concrete screw ingist med or 21/4'. 1 �, I a g� 600) W 3 1 12 Mintimurnsimardenteldnen per Parts Ust. See Note (1) regairft deviations. - -­ I ---..- --!L-L- - " 12 00100 - XO. -a- - M__ 712j) _fft . (43) Wood or toppling so" edge distance mesamed from edge of Wood reoe" the point to oenterline of or telippling screw must meet or wood N19 A � 1 _ . soloo, I 20 90 120 ­8041 ­k0i­ 50 tZ - exceed I". Minimum see and unbediment per Parts URL Said Note (1) mwdw* deviati- - -A— 4 99 IA 00 (DO) OW" a (oil a ; 145 'A 80 Alm 9 02) 0 102) a (H) All fleld suppled holes in the from (if required) will be 3/16' in damel -0.02E I ISM 181 �06 � so M Any d"lation k% than the minimum rewirennents at mi be approved by the manufactwiner or engineered by "OW Design Professional A (DO) 12 041 1204) a E � b woo COW ice lie go 6(m 7 CD2) 7 (ID211 'a coance it he iling pprova t2w oX0 145 !A 96 5 I 0 100031 I 0 I.. 1 I PC) lost - 15M 0X0 lot i's 96 5 (DO) 14 M) 14 (DO) 10 § I i's goloo 0I ice I AS 120 11i 7 (MI 7 032) 12 PASTOW OWALLATM V48TRUCTIONS - FUM41N Ad 7.2 . 120igo OX0 145 14 120 a 02) I I 041 I I #D4) ; 12 't,- § 1. am XXX - oil - OIL CONCRETE SCREW WrITH SELL AND NON-SrRUCMRAL BY WOOD HEAD MD -i%-M-AQ.---- ­-9A1311--j--!1-- 3/16 ONE BUCK ON 3AMOS: t 'e- - Mai-4-1L 120MMOB __X __ J42 511 --- 9 02) 9 -AR9)­L--!L- I I M I tilogs xxx `178 fit 80 A i 1 12 (IM) 1204 am xxx 105 US so a 10 (3) Nall attactement of fic"Micb"I one by lbud(per Note 4.a.0.2 an Drawing IFLEII20100. ­ -4W.1 12M _ X)F- T4-2 518 $ V 10653) -i�- (K) Wheire door Is Indalled In an opening wO a non-structural one by wood buck for the head and jambs and a masonry or concrete sill, Use a : ..- A 0 " A -1 Ism xxx 178 W 90 5 (DO) 14 PSI 14 I 1 10 3/16" diameter concrete screw of suffickalit here" to achieve minimum embecirriant of 1-1141 Into masonry or concrelle. Sin "Parts Ust' on soloo XXX 100 50 120 111:02) 7 tD2) 7(02) 1 12 . 19.2 0 f ! 12100 xxx IQ 64 120 5 402) I I 104) Sheet I of this dirstring for concrete screw sin, embedment: ancl load requilrements. See RB0100, Note 7 for additional conorde, screw -1 , i . 1 10088 oxxo 119 " so 400) 7(D requirenteft 3 1 12006 OXXO 143 50 W 4 , 2) 9 8 _ __jR ­­:� Mi. -�W- (L) Sale fastener Installation chart it% sheet for concrede screw quantities and additional Installiation nequiremerb. 21u, � - I 13 em 0 I al N 80 __j0L_ $3 (DMT Install one corKraft so" In each pair of factory applied litablelialfion holes vim, othsawbe an the fasternar installation chart. It is 10000 00ML­- a I to-- - - -2no liti-p- J%1­-APj0-- - 120H 0 13 do 11*­ 5 (M) Zi!m accept" to Install a 3116" diameter conc; saw with a 1-1/4' embedment in all holes In the had, sill and jwrft whilch Will exceed the - - .- 290 11 " 96 6 i I loam 15 i to minftm requithemends of Vie Fostdamer Inditiltilloin Chert I L --jl2v --iWL- - 100101) -0XX0 9 54 120 11021 I SM211 a I i2 Alternate concrete screw ehdakton ftsteners front to bodc in all from mordbers when both ads of holes am not used. (N) I 1 120t0t) oxX0 13 56 120 1102) I I I (DA4 I I 1 12 1110100 ono L�P_ 120 (a) AN remaining factory applied Installation fastenerhoes In the head andjamb(s) notusedficrocinambescrew Installation SIM be f . With I JI L 114 T IBM 4 7(011 . 7 . a #8 wood scraws of sufficient longlM to prdvide min. Sff elentedment: Wito wood budL See 'Peft Ust' on Shed 1 of thill drawing for wood ­0��­ .§�­ -- 12M M-X-X 1 19 so--- 4 . screw size and embedireent reclurvinteritts. See IFLEM100, NM 8 for additional wood Screw rectufrements. - - A— low XXXX 19 IA4 80 ADM 13 P60 (P) All remaining factory applied installialtion fastener holes In the sill toot used for coronete screw instandlon 00 be anchoretl wrdi plesbc I .9 5 low XXXX 117 I ( 0 (Pin 'a iao6o XXXX 141 1 A144 96 s M, 10 10 anchors (see 1`11.00100, Note S-j for details) and #0 wood sum of wifficiert length to provide min. 7/r in. embedment ft tfthe cammareate lww [ 10 - or masonry. See "Partis Ust' an Shed I of this drawing for wood screw stie and a. 60. m requiremerft See FILEIM100, Note a for �101013 1 - - - ,. - additional wood so" requirements. , - ;N � AN 11 I 2cioo 1� ; 1 ­ - igL, M 1 M i i IF— i; iE112i I I 8999 i ;^ Tfo-- I 04m) - me WOOD SCREW WrITH STRUCTURAL TWO BY WOOD BUICK PM POCKET DOOR HOOK STRIP ,� �- Fasswear Wwofflow Chart Is, : I) Insorne come ooncrishisomwe amonly required in onsolift factory applied inaftillation hole [Q) Where podicelt door hook solid Is Installed In masonry opening with a structural two by wood buck w*or framing, Lin *8 wood scrove; of am 0.*.. a Wa so being ft ava hades hing in a plans perpendlictular to the worth of the door - Deft 31OW67 90" NTS liarre). In those on" destrided W'W In Its WWWW'Cn ohill"L OM Of " WW Will MCONT 0 Sufficient: length to achleive I-Iffl- madmurn embedrivant into the rm by wood buck ared/or ftarning receNing the pom See 'Pals Ust' an cement or. RA Concrete Saw and the remaining holes will be Illed in oppordence with Niiise 0 ork! P Sheet I of ft drawIng for wood sar" size and antendmant requiremeents. See FUD00100, Note 8 for additional wood screw requinerne; Cho" OF *4 2) In am* cases, concrele screws a. required in beat faclory applied Indellmdon We soft, M11 /1\4R) Sale fasbarter Installation chart d* sheet for #8 wood screw requirements In hook strip. Ali holes In the hook strip will be fOW with 06 wood though *W Ononsto In which stis, & configurations; two corecreft screws are required. The - screws with a 1-lAr finninnum enitiedines remaining holes will be OW in accordance with Notes 0 and P� (9) Wood screw shot not be used to faft aissembly into end grain of wood. messes, states Two ocrecralig somwis In arm set of Instillation frolas. :rDI* )ID2' mesuat, Install two concrete screws in two sees of installation holes. c) 'Or me", inal Mo concrete scilews In #sea ode of braftillabon rectles. PRUGN PIUMSM RATIM & FK 9M COMPLIANCE d) 1W means. ~ two concrete am" In bur east of Installation holds 0) *W means, Insist two concrete somwe In Ove sob of inslistellion holes (T) If owed door sin is not listed in faderair Installation chart, use fladener quaindity, hood for rod larger size, for the appropriate deW ri "per meents, troose two caromis scrows In six soft of Instillation holes. pres- required. 91 *Dr regang in" two conames, core" In seven wb ofinstalketkin how (U) Installations depkW In dew instructions; acceptable for design pressures to 55 PSF for tine window sizes shown In Ifle charL Design 11) 'Dr masna: India beed conames somes, in sight aft at hotaision how. Pressures (D.P.) are positive and reagattIve. Overall window assembly design Pressure may be ]ads dun tha shown In the histerver quantity 3) Location of additional oonomb screws In head & sill should be prioritized as killims: table and shaild be dew., tried In accordance with Note 13 of RaNIO0. a) First adjacisart to Interlock or butt allies In head & sill. A b) Secondly, at each and! of hoed & @ill row Willi comov. If needed. (V) Pribicluction Glaft may differ from that as allowed by ANSI/AAKVNWWDA 1OI/I.S. 2, 1011I.S. 21NAFS or AAMA(VAMNCSA 101/I.S. c) Locations In head & sit cow dean as Rated An a & b. 2IA440 and appikable Building Code. Sao Note 12 and 13 on Drawing FLEX 20100 for hatteor details. 4) Location of addibonel ocrAreft screws in Jamb& should be plionlived as foltows, (W) Hook 9" to be selouredy f " , to transfer the load to On masonry, cor Ks or other sbucheral substratiat per the POIC and the areginser , a) FM scifiecont No locks in)smlx. ofreom 'soletallsesapplicablit RJEX241 1 b) secondly, at soon snet of*rft hear head & oil ocannem, (X) See FLEM100, Notai 10 to 15 for additional FIBC Code Ckimplarice. Drawing W 0) Locations in jambe other thon a listed in a & D. I Sheet 2 01 2 5) CS - concrete -op we and INS - Wood screw . FRAME WTH. A... ( .. F.W.) .= -- . 11 I I" FRAME . HGT. (F.H.) -- I -- . I . . ,��, 00 I . �, , I I X � . xOX . XCIX ,::::::� I � I . . I f—... I 11�-, . FRAME ... 01:01-' �� ... HGT. (F.H.) ... Ox - X0 ... L-- - - - ... ELEVAT10 \IIEWED FROM EXTERIOR llerlt* IM Hwftorftl enclor DIX - OX conegeterador, Seri" I$* Hortacirisal SIW*r XOX Configuration sin F m (1) - Foobroromr&Vosm Rise Fmim (1), F**fto rw.w (2) Code Mdo I Hole" "Ned Jamilles coos YAM Height Hood Jambe . , '- - _7 - --w R- - - 26 = 74 26 4 2 -2 ----' = 74 38 3046 4 2 --Ta� 7-4 --WTF- 6 - - 2 07A 74 50 we 4 3 D24 74 50 Sra a 3 _D245 74 56114 4 4 D25 74 63 6 4 D25 74 - 63 4 -i- D28 74 72 6 4 Dft 74 72 4 4 . D32 100114 25 a 2 I - 2120 24 24 4 -----" D33 _ 1061/4 38 31a 6 2 _ 2M- - 2-4 - 3-6 -4 - 2 D34 106 11A 50 Sm 6 3 - jw- - 24 46 4 3 D36 I— -- 6 4 24 54 4 4 D35 1061/4 - 72 6 4 205D 24 so 4 4 - ff- III 28 6 2 79 - - -- 74 72 4 4 --rz- IT 38 TO - ----I- ----F- 3020 38 24 4 2 'IS4- ill --auvw- ----r - ----- 5­ - T­ 30M 38 - 38 4 2 M1 120 26 8 2 3040 1 38 48 4 3 43 120 --MTr- 6 2 30M 38 54 4 i­ ---a- ----12r- --Suwr- ----F- 3 3D50 38 - 60 4 4 . ­666F - ---- W- ---r4- -6 2 3000 36 n 4 4 6030 72 36 a 2 - 4020 48 1 .......... N 4 --5 - 6040 72 40 6 3 47W- ----dT- 36 A - 2 Sol 72 so a 4 4040 48 40 4 3 8000 72 72 a 4 4046 48 S4 4 4 -mw- ---V- ­74- 6 T- 4050 48 60 4 4 - Mo 84 ---w- -6 2 4060 48 72 4 4 --?CW- 8-4 . ­!!�­­ ­­__�__ -.--­­­--­. �-- --- 3 - 4e2D 64 4 2 70M 84 so 6 4 - - -9 -,* 2 low I 40E- -- 19- 4 - 64 72 a 4 1 4640 -- 54 48 4 3 11020_ 96 24 6 2 4646 54 54 4 4 WX - 98 36 6 2 4650 54 60 4 4 8040 96 48 6 3 4860 54 72 4 4 80W 96 00 6 4 6M so 24 4 2 am 96 72 6 A . _J� 90 ----W--- - 4 - ---I- Tion 100 24 6 - 2 5040 60 48 4 3 9= Ice 36 6 2 ISO ---v- -----T- 4 - SID40 106 48 6 3 . 5040 50 60 4 4 9050 Toe So 6 4 Ism 9D 72 4 4 9060 100 i 11 i 6 4 -- r, IT %20 66 24 4 2 71ww - - am I 06 30 4 2 lom lZo 1 36 1 a 2 $640 as 48 4 ­ r - - 1 120 1 48 1 a 3 5W as 54 4 -7- Mo as ---m 4 4 1 F(u-1-gn�-:r--Q-t. �ntitie­a-Table Note : /1\ Saw as 72 4 A am 72 24 4 2 1) Buck Width and Height = Frame Width or Height - 1". am 72 36 4 2) Orly the required number of holes at the correct 6040 72 48 4 3 locations will be present in the frame based on the I 11 I ,7= I i I —,— I number of fastriers to be installed listed above. ------7- t mext I _ _ 4 ---.!.- An .5 E I :r A XG! � -I 10 I I � 6 ill I jo p a" 13/14/06 so0w. WIS 0 SIR. M aeacii Dr. J" (P) 9 OW window vim is not lated in fastener Installation chat, on fastener quantity Wind for next Arger so. A(Q) Installations depicted In thele instructions efordWppemmtDGOPSFIorthewkWm*mdmw. in the table. Design Pressures (D,P.) We Positive and negative. Overall window NMr4Wi design Weill" May be " than 60 PSF and shall be determined In accordence With NOW 13 of FLIDWID). (R) production Gliang may differ ftere thet tested as slowed by ANSWAAKVNWWDA 10111.5. 2, 1011I.S. UNAFS or WWWMAICSA 101114. 2/A4Q still - a auk" I Code. Sea Note 12 and 13 an Drawing FLEX 201M for further deltalls. (S) Two by wood buck anditor fruning at the head and ornibli to be socurely, fastened to transfer b* load 10 d* Masonry, concrete Or WW Scructural Kk*ate Per the Fac arw I Drawing No. FUM51 10 the andilreeter ofmcond - I as applicable. ­ .., ­ ­ ­ ,--- . - - Sheet 2 of 2 PARTS UST TWO BY WOOD BUCK OR MAS13NRY OPENING 11 1 Head - Flange Frame FRAMING BY OTHERS (Note 4,Io & W) CONCRETEOR 9ki BY 07HERS 7, " 2 ji-Flarge Framol t. P - ER N SEAL BET)w�EEN (N te, 4 (Note 4.10 L W) 3 Jwnb - Flange Frame E 4 � � 8 . WOOD BUCK L _ -�� ONE BY WOOD i - 4 4"o - Panel . , , . HAS Y. OPEENING BY OT HER 7 11 " K Y RS V <OPTIONAL) V 6 Sill - Panel A I � 1 ;-. i 'S (Note 4.a.R.2) 6 E�ck SW - Panel SEAL BETWEEN . V L 2 cl.11') <No te 2.c, 11, 2.d.110 2 d.11')� V " t> - 7 Intel . Perot HOOK STRIP & 2 I .09 SEAL BETWEEN I ­ 1 3.111' MIN ir­­� 'BEDMENT 9 Hook Strip (a FASTENERS SHOWN EM _j WOOD BUCK �3 �,R Z A (Note 2.c. & 2.6.110 i 8 DOOR L'i 9 Gkozino - See Note (8) and (V) IN SAME PLANE FOR CLARITY ONLY. HOOK . 1 2 1 FLANGE It )'� U 10 3116- Die. Flet Head Collcrew Screw with minnnum STRIP ANCHOR HOLES r? --- QL in (hear of I 80 be at 1 , I 0 working Im 14-arnbsornant. 1 $ � - j EMBEDMENT -1r, ,�L Sao Note (10 on this drawing and Nerte 7 on Drawing OPPOSITE FLANGES.) 'a 1, L , FLEX20100. "I y T yp. 1 1 * -q . M & 2.ol.015 0 11 ATIQ Wood or TaWro Somw with a nmnwmn 16 . 4 E � 0 j -- PERIMETER FT (P) on and! Note 8 on Drawing 8 I . 111111g� W 100. = �.s I', MAX. � OTHERS (Note 2-a SHIM AS 12 of TERM Screw With Plastic Insons (Note 8.1 on FLE)20100) at a minlmurn ambectirront . i - — jji C5 .V 9i -N I - :5 -­ I �� 7 L 210 REQ'D of 11' V&D the concrete sill- See Note (0) on this 9 � . Ipm g I H 1 (Note 1,0 I drawing and Note 8 on Drawing FLEX2010). STUCCO/SHE A THING 1- - . -� g 9 .; I = BY OTHERS S F. . : � 8 1 I -1 & W" = 01 I 8 A 7 HE10K STRIP 2 Z " � 2 DETAIL SECTION A -A . -\\-@ A I . �f ' 1/4' MAX. SHIM SPACE ONE BY WOOD 1 -----7 1 I I I S.G.D. HEIGHT BU - I �i/8' MJN. (OPTIONAL) ' -.011-0- - (Note 4.o,11.2) \1 F . I It il I // 4 -- I— /// SEALANT -��-, wool) By SHIM AS - OTHERS t- i . 1&5� --) I r, 11 REQUIRED (Note 2.o `0- REQ'D In b & W) (Note 1.0 . )111, � / B R I I A n & 2.d.1111 q SEAL BETWEEN L 1� I 1 -1 .3 A ­j - SHIM AS REWD - ---� TWO BY FRAMING - EXTERIOR ELEYATIO DOW W02,197 ' Not,, , ' lu,a (Note 2.o & a4lil> I F A 2 PANEL DOOR SHOWN scale. Nn (SEE NOTES (0, (D) (E)) Deem Syr RM I .o I 1 . 4 1 0"ad OF JN , 1/4 MAX SHIM SPACE: tP -*�@ K Rialleset 3. Asecause, P'L DISCI.A.11MER: The purpose or this FL License No. 497S2 7 j _�_ j 112- SEAL BETWEEN /,,\ � Installation drawing is to presaft the manufacturer's recommerideflons for . . A , � f '. TV— --"-0j I L awe'# ... ­­` anchorage (Le., cDix) -, ,.,­ ..... . 1% 0 �0�i * " 7 . . A A ' (Note 2.a L 2411) , achteve the design pressiut Specified .� W-1--asille, - - I * A A PERIMETER 4 on the lienestinitiont product as .. .. ile, '. . - 1 2 0. D' 1-1/4' MIN. (Note OTHERS SEAL BY -:: 2.a 8. 2.d,!N) 4 '11� required by the 2001 Fiat Building 1 4 : 0 : Code (1`19q, Section 1707.4.1, 2004 FK-aUidft, Section 1714.5.4 arid 416*:,Ov�� - S.G.D. WIDTH the 2004 FBC-ResIdentK Section . ... 1414/0'1� 4�, MASONRY OPENING R613.6. Recommended" regarding �... I .....", "N . fivilling,goillina, laractrather . ful. .. ass I.. * UKRALJLY APPLY SEALANT UNDER Ski OR SET SILL IN " sealant practices am not 4% . . ...... 106, , . BED OF CONCRETE (W* 2. .iii). SECTION B-B constitute a we"" edher - expressed or Implied. ng IND. FLEX2411 N;f ' W SHIM AS REOUIRED (Note I.c). - BY OTHERS [i = :: I O�Q :4:11:2] - _ - A" Fastener ontaNnom chart eke code conflitiseepas I Rft-as augmeas ef ____jk* weem I H04M I I Jerre iftswal N*`d pi�ows) --- I *4 $ft. 6 Val p1l"....,, 1 Am 2�X _OXXO 48 _ 80 a R­- - 3 OL a -nD- -�- ease 80" -AX.QXIAQ XX.OX.XO 00 72 go so 6 . am I - .XX %�1&0- XX,QX.XO -%--- 120 _n_, so -A- 8 -is 12 5 (DOI +---!-- 7 (oil a SM win -AX-Q-XV­40 KK. ox, X0 -­ML- 72 , iq­ IQ -r- , A- a sing) . ; 10 ­ - -1 XAL OX, XO 96 90 10 ! IQ 5 (DO) : 10 i8000, low xx. OX XD L22- go to 1 12 a (021 : 0 60100 XX, 2& XO 120 12 3 L i , . M � 60100 xX, O)L X0 _g _ .72 _ 120 __L­_� 12 _­ : . a .. - 4=) 1 12 Sol 00 Xx. Ox. X0 I go 120_ 12 I 10 5 (DOI '2 am 0XID 109 14 60 6 I 12 6 (oil B 120" Ism =T5­r9-7- oxio 745 -_14 181 lie - -8 F L-it- is ) -4----§.-, - 1204) , 5 sow oxor log 19 as i I 7021 I 10 12060 090 145 118 Be - 10 1 14 1 0 (D31 I 'a 15000 MO- I a 1-1 4 06 10 I If 114 (DM L 10 00100 120100 ---RX2- OX0 100 log 143 to* I& - in- - 120 ­-!�- - - - 1-2 --- 10 1 14 7 (D2) ' U 1 1 (041 ! '2 9W X" 106 so so a I 10 § i2m xxx 142 M 60 !L--! 14 . Ism XKx I Ire ivis so a : I is 12 (041 I 8 saw I - - , )VX MOM sm 142 SO 7777 06 -.Ak--.+-,o IQ , ­ - ­� - - -t-- - ,a I I 3'M XXX ITS 54 as 10 I 'a IA Toe) � 'a 90100 X)Ok 100 54 120 12 . 10 (M 12 12100 XXX 142 541 12 14 '2 , 00611 1201158 0)0(0 QKX0 . 119 " � -- 543 W _ � 110 8 ­+­j­­ --T 2 14 � -�Et­= ­ ­ Isamu oxxo 191 " so a I is 13 (DAI) i a 10080 12M oxxo - 0=0 119 64 i!L.Iffi- as -9--­mI90.­: . l!L..­!-2-- - 14 ­ - a i i6c -- ­50 - &7- IBM oXKo isl am so 10 I 14 isioal ,a 100100 oxxo lie 5A I" '2 1 12 8 ID21, . q 120100 OXXO _ - 143 508 j20 _... :� __I -I- 14 _ Ij ; 12 .- _ML - - ­ isoloo oxxo 101 510 120 17(ce) IF - loose xxxx It? I JA so 7 11 a 120M ­ Ma­t4l­114 XYM � ISO " _M_­ A- __I___.'; --ji­ ­22L- 904) 1 -4­1 I= XXKX it? 104 95 � �,1117:=--,. XXXX Ul 114 96 10 1 14 ip "i I to Ism - xxxx ISO 114 ­ go 10 i A 18 = I 10 XXXX 117 1M 120 -1-311 IL2_1 . 12 1 14 :vi LO.21 I WF �_ 12 ­ ­ i- '120"O o,ocl EK11=14:111- W 120 12 � is I - , 1 I It rinOWtoVanChwt Nodes: 1) In scrite cases concrete scraws, am only required in ons of to fackiry applied raWkbon P I aft (i.e., a hole sal being ft two holes "hig In a plans perpendicular to to whAll of ft a= frame) In Row oases designated as *DV in to Installation chan, one of the holes will resolve a Concrete Screw mid On matialining holes, w0l be NW In accordance *i1h Nobes 0 and P 2) In some cow concrete gortims we required n both Factory applied irrw%PW*n hole saft '131' throNO'DIS' doeigni In which sin & owftwgO" two varaft lecrews we required. The reirmilining holes we be Ill In s000rdenece won Notes 0 andl P. a)rDI I amens, install two concrete, screws In arta ad of installation holes- b)'02- malins. install two cancraft screws in two, seft of Installation; holes- 0)'W missing, Inshell Two concrete screws, 01 three sob of metWWjon holds. d) MC means, Install two oorcreft screws In four sob of installation Wes s)"W no". Install two, ocinclirle screws in five no of thatalloacel holes. fil"011 ffmam,mW two carotids sicnims In six us at Installation holes. 9) W Means, Waited two ococrob somwe In seven sals of grobtleftin holes. Ill -OIr means. Install two oonom% sonmet In eight OW of Installation holes 3) Location of additional concrete am" in hoed & ad should be prialthed as blow. *) First a0cont to Interlock or pult sales In head 11 IIIII. ti Secondly, at each a" of hood & sill now iomb .. I needed c) Locations In head & sill other than as Hood *in a & b. 4) Location of additional concrete, soon In *ribs should be pewM2od as follows: 9) Feet, adiskent to looks In jwpb& b) Seocirldly, at each OW of jornbe near, hood & @01 contem. c) Loco"" in jorreft other than ae Robed In a Is 11. 5) CS = ouilaft lecrew and WS = wood screw ftic"Criout. Nutin . X - (I to 15) See General Notes Drawing FLEX20100, Sheet I & 2 - I- A (A) Mileftne Series 1000 Sliding C4ass Door is shown. Also applicable to Milestone Series 2000 Siding Glass Door. (B) Drativing applicable to Nort-Impad Resident Siding Glass Doors glazed with 3VI6* fully tempered glas. See Note (V). 'd R , t 1 , zi� " *O" 5 (C) Where represents fixed panel, approved configurations are as listed on the fastener Installation chart on . r represents moving panel and i I 0 i (D) Not all configurations ROW on the fastener chart are shown on this drawing, however Installation sections Will", """ & Hook Strip Detail - . T 9 I apply to Insibliabori of all approved configurations. I 9 (E) For pocket door configuradons, use closed by-poss door size and configuration in the chart to the finished opening of the podoet door, deffmationry/block to (F) Concrete sectilev edge dWance measured from edge of conore 5 i I centerline of concrete screw must meet or exceed 2 114-. R T Minftm size and embedment per Parts Ust. See Note (1) regarding deviations. (0) Wood or tapping Screw edge distance measured from edge of wood receiving ft point to centerflne of wood or tapping screw must meet or E .- � 1 exceed 1". Minimum sin and embedment per Parts Ust. See Note (3) reg"ng desliations. (H) All field supplied holes in ft Frame (I required) will be 3/16" In diametier. E ' N A(1) Wood so" wilthdraml values used to generate the fidening requarements am based Din Spructit-Pine-Fur with a Speaffic Gravity of 0,50, See Note (J) regenfing deviatons. g A s . '0 (3) Any deviation; law than the rrdnirnum requirements stated must be approved by the manufactiurner or "Ineened by lodW Design j e A I P, onal in accordance with the applicable Building Code and Product Approval. 1 13 a .16 I 1� FARMER ]INSTALLATION V4STIUJCTWHS - PLMN112 - I . ,-�� 1; ili 1-2 . , ! . � : . .5 - � �. 3/16" DI& CONCRETE SCREW WITH SILL! . g --' E.E (K) Where door Is indalled In an opening with a masonry or concrete sill, use a 3116" diameter concrete screw of sufficlent length to achieve ip . j I .S1 '. , 1. minimum embedmerg of 1-1/4" Into masonry or concrete. See *Parts Use on Sheet 1 of this drawing for concrete screw size, embectment and load Sea Rj=IOO, Note 7 for I � . ". i 11 , , requinaments, adillitional concrete screw requirements. (L) See Fastener Installation chart this Owe for coincrete screw quanditles and ackillborW Installation requirements, � . (111111) Instal one coi io screw in each pair of factory applied installation holes unless robed othervitize on the flasterner Installation chart. It Is ---'- 2 xL acceptable to install a 3/161 diameter concrete screw With a 1-1/4* embedment in all holes in Itne SIN which will exceed the mir w-num requirements of the Fastemer Indallation Chart. .511 I (N) Alternate concrete screw Installation fasteners fircell: to back In the sill frame Intermitter when both sets of holes are not Law. (0) AN remaining factory applied Installation fastener holes In the sill not used for ocincrete screw Installation shall be anchored vift plastic I b anchm (w IFLED120100, Note 6.j fbr cletaills) and # 10 wood screws of sufficient hength to provide min. I" in. embedment into the concrete I A or Masonry. See 'Parts LW on Sheet I of ft drawing for wood screw size and embedment requirements. See RMOIDO, " 8 for additional wood screw requirements. �i - 010 WOOD SCREW WfSrRUCnJRAL TWO BY WOOD KICK & OMONAL NON-SrRLKn"tAL OW BY WOW BUCK - HEAID/3AMI&- *10 WOOD SCREW W/S7RK`rURAL TWO BY WOOD BUCK FOR Wjwo� 3m4w AND POCKET DOOR HOOK STRn-. A(P) Where the head, jambs arid pocket door hook drip is Installed in a masonry or concrete opening with a combination of structural two by and DOW 3102107 OPTIONAL one by wood buicKs or dinectly in the two by wood Nx*, use *10 wood screws of tafftwit Wwffi to achieve 1-3/8" minimum embedmenit Into the two by wood buck aindfor framing receiving the point at all factory applied Installattlon holes. See "Parts Usr on Shed I scow KrS ofthisdrawilregfor wood screw size and embedment requilremel .See PLIEX201A Note 8 for additional wood Screw requirements. a-" OF RA Chatted ft (Q) See fastener insicallation chart this sheet for *10 wood screw requirements in jamb(s), head and hook strip. ,L (R) Not Listed. (S) Wood s7ews shall not be used to fasten assembly Into end grain of wood. PASM PRESSURE RATING & FK CODE COPWLIANM ex draft use fastener cluart* listed for red larger sIze, for the appropriate design Pleasure rectuered- (U) InshistRatkins depicted in thetse Instructions acceptable for design pressures to 55 PSF for thle window sizes show in ft chart Design Pressures (D.P.) are positive ancil negative. Overall wiredow assembly design Pressure may be left than thd Strom In the fastener quaritty ZL table and shall be determined in accordance with Note 13 of FLEX20100, (V) Produdblon Gazing may differ from that tested as allowed tyV ANSI/AAM*VNWWDA IDI/T.S. 2, IOI/I.S. 21NAPS or AAMAPNDMAA:SA 1011I.S. ZtA44O and applicable Building Code. Sale Note 12 arid 13 on Drawing FLEX 20100 for furdler, detAils. (W) Two by wood ancitior framing to be securely fastened Up transfer the load to the masonry, concrete or I other sbucWral substrate per &.a FOC and the engineer of records cletalls as applicable. Drawing No. FLEX24112 . (It) See FLEX20100, Notes 10 to 15 for additional FBC Code Connipillance. Sheet 2 of 2 QPWJW"om - . HING - , > TWO BY WOOD BY OTHERS (1 to 15) Sea Generad Notes Drawing FLOM10D, Shed I & 2, A FRAME WTH. � ,1:11 WINDOW FIN L BY OTHERS -NNN � 10 (Note 4.b) (A) Milestone Series 2000 Morizontal Siding AlUmeturn Window in XD, OX ared XQX configurations are shown. - I a! e; 9 � A U � _ SHEATHING - (Note 2-a & 2,c,H) - . - I go > `0 L.1 (8) Drawlrxf $010" to Non-ImpW Ressitant glazed window& (C) Production Oaten may differ from dist tested as slowed by I � - N i - I ; I- I �� (�) 8 � .. . . X Ic - y ANSI/A~WWOA 1011L.S. 2, IOLII.S. ZjNAFS or AAMAAVDWCSA 10111 S. 2/M40 OW applicable Buticien Code. See Note 12 aid 13 on Drawing R" 2,0100 for Further details. ITR E " '155-1 I I I V 11 6 A . I :,. STUCCO BY I (9) ft Fastener Locations Shed 2 this drawing. See Nate- HGT B B 1 $ B . . . OTHERS - a �r T � - see of (H) regarding cleviations �5� I I? I I m I ­ W I (9) wood screvv WO r*l ~a" values Lead to generate the i ,-,"�, 11, � . JI .. - a I a -7 fissmiting requinstionts are based on Spruce-Porie-Fur with a Specific I � � PERIMETER Gravity of 0.50. See Note (H) regaidgig deviations, I j I I I - SEAL (F) Wood ce tapping screw edge distance messured From edge of wood U. I BY OTHERS -X (Note 2�o to conterilreir of wood or lappreg screw must meet or exceed 1'. Minkreorn see and embederient Parts Ust. See NOW (H) repinding 7 E �2 L 2.c 4) SHIM AS REOID. per devilators. ELEVATION - VIEWED FROM EXTERIOR § I � 1�5 7 - 151­�, (Note Wo) - (6) Nall a* distarce measured florn edge of wood to Carderfine Of 41 DISCLAIMER: ne of PARTS LIST § j * 3; nod must meet or exceed 911W or 5 bmes Shank Diameter, wt**~ pApow eft -taleb. *4wft ".."o 1 Hood - Fin From - p I I 4 is larger. Minimum size and embedment per Pam L15L See Note (H) tft rl.wft*­'� ­1­40W. -b 2 SIR -Fin Fram� j regarding devisdors. 10 .&..p M, ­1 -, 3 Jamb - Fin From I v g .I? (H) Arty deviation less than the mintrivern requirements stated must be OR" iialem W M% . essential 4 ��ci � Sash 9 approved by the mwwfdcb- or angenvered by "~'Deagn W ado- Vw dew onestre ipwilled . tPe iene� pod- - I 1 31: 5 - Sash Professional In accordance with ft applicable Building Code and Product vimeAnxt b, ft 2001 ft'-ft -�g 8 I 1 8 Glacing @W I 131 1 Approval. (1) AD kid suallified holes In ft Frame (If requilled) will be 3116" ill ai'lang a- Imc-J, s.te,n I"'AA I 20" Fac &M% Slicticl 1714,54 I 7 G!Lz.N - Sea Noto (8) &-to (C) Z I 1 diameter for #5 wood screw or the shank darnoter of the real notolded end ft 2004 FOCAialft" secton A6136 - 8 #8 Pan Head LN� or Tapping Screw . . 1 1 up to the next standard designation drill bit stre. - � ws.ca 11'shm 4% � wj� with a minurturn embedment of V Into the j (3) Wood Screws and Nails SHML Na be mixed ad histan the same 0. awea P�- � w structural wood substrate. See Nola (K to 131 FRAME L BUCK HEIGHT (17,K L B.H.) 7 aswffftl Q.%" 4 .wl.m ou. .I"m . wow. N) and ONAW A on this drawing and Note 4t & 8 on Drawing FLEX20100. I I 9 Round Head Deformed Shank Nall with A 11 FRAME WIDTH minimum 0.113"clis 1 meter(IIGA)and a a I /1� fli - BUCK WIDTF, 1/4' MAX. `­ minimum embedment of I-7V into ft I I I I I I j (F.W. & B.W�) SHIM SPACE: SEAL BETWEEN allucWrW wood substrate. See Note (O to A I TWO BY WOOD � WINDOW FIN R) and Detail A on thm drawing and (-.) BY OTHERS ------,,,. SHEATHING Not" 4.b & 9 on Drawing FLEX201 00. 5 6.5 1 (Note 4.1o) - (late 2 0 L 2.c.11) 91.1 ,1� SHIM AS REO'D.. -� i CenterIlne.of Fas 'te M i �` ! er Ref. - - INTERIOR / (Note 1.1o) 4, � � ,?2" I - , 9 I I PERIMETER IS Z) FINISH BY OTHERS - I Dow 3104107 I SEAL V 41N. Scale: ins By OTHERS EMBEDMENT I drawn, Dr. RIA (Note 2.0 1/4' SHIM 4V rid) 7 I Chocked Dr. 31, 1 L 2.c.ID, PACE MAX. _nr 1 1 Robin J. Aarecrusia, PJL . . . . � � I . . . . � � ... I - . Fl. Locnee No. 49752 . . . . � . � . STUCC13 BY I . SHIM AS � (Note . � . . REQ'D. . .... . . , 1.10 -- - ---- * -- --- --- J= SAN" [.-..------..-+ , . I .. OTHERS I , , I I Attachment ­x, I 1. SEAL BETWEEN WINDOW FIN - -� � 2!WV PERIMETER SEAL 0 BY OTHERS Fin DETA:,- ­41- I Z Dimpled Area on I Attachment Fin . L SHEATHING F i -6 (No e a a SHEATHING t � ..-...I- , (Note 2.o SHEWHING ... TWO BY WWI) !" Ao" BY OTHERS L 2c.1) Wood Screw or Wit Head must be . .... .,�* 9, 2.0 fl) BY OTHERS Lj� By nTHFRS (Note 4,b) 3 STUCCO OR ,'.0 , ...., ,'.0 r full,icontoct with Attachment Fin. SECTION A- SIDING BY (� SECTION B-E 12THERS Center me of approximately fontener sholl be 9X11- from edge a, [DrMaWing No. FLEX25120] I Attachment Fin. Sheet I of 2 1 DANSCO DE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flolicla 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 1 CD 0 Ln 0! Uj Z t.- 0 =) 5? s.-Ii En -4 4 � g -V ,,, a 9 S �, < Ca %D v CIL. M I Z LLJ rn 1`4 �� X 0� 00 0 -j 00 LL F< i Y—/ X en Cle 4 2i Go Z < E E ru 3.. IT i W ZE 0 C� Mill 1.0 �— F- LU () Uj Z:) = o C/) --I 0 < CZ > CL 0 LU W C/) CL < CL Cal < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONDIS AFTER THE DATE (I IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANISCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY RU'RODUCTION OR UNALITHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION _ _ I VERSION NO. SHEET TITLE: EXTRUDERS ,,�%IDA , ,O� , ,'41, WINDOWS �', \. , S 'M TION: JOB N ,- \ I DATE ISSUE - - DRAWN BY: REVIEWED BY: I WD Is 00 T- * (D Z 0 -j 5 M T- 1 N C`4iil 1141 I C:) CY) T— LC) T— , , , 1p�- �, 4 V :;� C -! " ,5 � \ 1, I 7-4 il �a 2f EL �: 6i 13: bD--a-W-o2d-gnd-jcpj�ing-S.Qco-w- F gitew Locatign I A I Series 1000 Horizontal Slider X010X and XOX -Modular i skuck 8 � Height No. Fasteners In euJi Jamb Eb I Et I L1 L2 A 23 2 6 1 6 1 his n1a M 3�5 2 6 1 6 1 rja nia 47A 3 6 6 23 1/2 rda 13 15 - _ �w , 59 __ _ - , - Y, __ - _____!__ - -,--- 4 __,­_,__­, ­­ 4 - 6 " - a __t�__ 1 t-8-1_2 - 6 --6,- ""' 31�_ 21314 - i6V4_­_19_17i'_ 1 � 112 15112 I Series I 000 Aorizontal Slider X010X -Modular D H 8 Suck Width No. Fasteners �;ISL in Head & $III Fastener Location L3 23 __ 4 41/8 4116 8114 E 1 35 4 F4twm[M 4 V8 4118 14 114 & 47 4 4118 4118 20_1/4 A L __ 53 ­ 4 41/8 41/8 23 T/_4 D L 1 50 4 4 US - -4118 26114 �_, 4118 4118 29114 1 --- 1 4 1 4118 4 118 =11-41 � [ Series 1 00iHorizontal Slider XOX -Modular H 8 E & I Buck No. Fasteners was"'" ths, S Head & Sill Fastener Loc0on ::I ES Ellis L LA4 _� 71 6 4118 4 W81 JA 1/4 EWimin A ____X_ 41 4 14 , 14114 A L 0 L , __U_ __ Jn. . , '_ 107­ _ _ __.__ _ ­_­ ,_,6_,_,_­,___, 4118 _­TUV_ 41/8 - _ _ -4 iiiiii­ ' i. 't :4118 201/4 , j� _ _. __ , ­rmw­ I - ". - 1119. . - 6 ___ 4116 26 1/4 . R!R" PRESSM R&TM jk IM COMPL&WEE (9) It "xct wisidow Sias is riot Now in fastener location table, use fassitorier locations Visited for W larger fte. (T) Instatistions decided In these instructions; amVitacke for design priestess 0 60 PSF for the Mnebw alm Own" In the blible Design ftefsures (D.P.) are positive and negative. Overall Window assembly design pressure may be Fiss than 6D PSF and shag be determined In aclowdence with Note 13 of R-EX20100. Nall 9dwidulle In Note (Q) for Otogri pressures; to 35 PSF 45 PSF and 60 PSF. (U) Prodimon Glazing may differ from that tested as allowed try ANSI/AkMA11WWDA 101A.S. Z 1014.S. 2/li or AAMA/WDMAXSA 101fi.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 201011) for further de"Iso (V) SMrumil two by wood buck arWor framing at the thead, sill and Ignite to be securely fastened to transfer the bad to the wood SOUCUNSI sutistrate per the FBC and the englow of raorits detaft as applicable. f See FLEX20100, 10 to 15 for additional __ AWid /2\ 1_3 6. L.3 ypj (TYPO (TYP . - Eh El,� XO,OX - 4 Head & Sill Fasteners. Jamb Fasteners shown below. II i I t- , --I - 1 7 Ll Ll Frame 8. Buck Heigh, // // . f L2 --- T . - XO,OX I il Ll Lt L ____ - i g j � t==3CLI`- ' ' A __j ! X0,OX E.-��- 'Eb Xo,QX XO,0X ELEVATION 3 Jamb 4 Jamb VIEW, XO1 , OX 2 Jamb Fasteners Fasteners Fasteners u Width -, 6.t- 6� FOC Code OCaT1pfiamCZ. CT,,) ! , , , i 1 i I � A __t:_7_'Z 1 7 t; 1 .1� to WOOD SCKW&l (IQ See fastener location table and Elevation views on thh; sheet for location of #8 Wood Screws. (L) #8 Wood Screw must be of suiffideft length to adikere ml~ ernbectinlint of V Into this two by wood firaming. (M) See DeMil "A" on ~ I for appacknote localbon of the wood an" In the atiactiment fin. (N) Wood sonews, shag riot be used to hastion faseemilbly into end Won of wood. NAIM (0) Nails shag meet the following requiremerrts� 0.1 13" diameter or greater, : sufficienit length to achieve nor"munin embedment of 1 71117 Into the too by wood flashing (!jenensly, nail 2 3/8" length or greater shall mad this rectuffement), and . he" (sciew) or annular (ring) shank sty* a*. (P)MmktacturWsnaiksmeennUmserecm.-,o are (but not limited to) the folowing: : Paskide deformed shank nail, No. 404947, 4045P, 6WI11 arid 650148, Duro-flast deformed shank nail No. 325. (Q) Location of nails MO be (+I- I" tolerance an spoong, edge distance is a maxkmm).& . 4" maximufn from each comer of the head, sill and joints or XC/i & XOX Configurations, %nd . for the X010X Configuradon, 7' D.0 Max for Jamb, Head and 911 fior 46 PSF to 60 PSF DP or . for the x0jOX Configuradan, 9' D.C- Max. for 3amb, Head and SKI for 35 PSF to 45 PSP Dis or . for the X01OX Configuration, 12- D.C. Max. for 3amb, Hood and 90 to 35 PSF DP, or . for the XOX Carifigurabor, 7- O.C. M" for 3amb, & $' O.C. max. for Head and Sill for 45 P3F to 60 PSF DP, or . for the XOX Configuration, V D.C- MarL for Jeft & 7' D.C. Max. for Head and SM for 36 P3F to 45 PSF OP, or . for the XOX acriffiguration, 1Z'O.C. Max fbr Jamb & 9" D.0 mx,_ for Head andSlII to 35 IV DP, &W . See D" 'A" on sheat I for appradinsate location of the mill in the attachment fin. (it) Neils shall not be used to fostion assembly Into end grain of wood. XOX - 6 Head & Sill Fasteners. Jamb Fasteners shown below. I " ! ; Eh I ....­ - I &==,= - - I LI k I Ll a TL, - Height // // // � L2 . XOX . - : Li I-----I-------- ___­ � L ", . - - - ___ _, . __ - I _M_ --- - 1-i 4E� A ELEVATION _J�_E. XOX Es� [_ XOX XOX VIEW, XOX 2 Jamb 3 Jamb 4 Jamb Fosteners Fasteners Fasteners Fastener Location T 1) All dimensions shown taken from the buck wiidth or height of the window frame. 2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Topping Screws in the head, sill and iambs. X3) Instail the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is 4 / - 1" for spacing. Edge distance is a maximum. 4) This table is NOT applicable to the nailing option. See Notes 0, P. Q. and R for mail installation locations and spacing. 9- 151 ICe � b I Iiii g i ? § § I I I i;I I I. M � 01=601%1*7 � Oman Or. Itia chocked or. 3H Draw" No. RMS120 ShOM 2 of 2 Soot setweer Ccrcrete Z V_(�e) Wood! Buck & ad Mason,y Do" . Opening . y .nine Mas Buck By Other's BV 01 (Note 4,a) (Note 2.0 byNathers Lher5, ,.,,,) )i Concrete or d .r X 1-1/4' Pan A — F. W. — Buck Width _ Mo 0, Embgdmpnt � Masonry ,51 (B.W.) Opening ;r . F By Others .! I I 7A -7 I �7 SeQ� Between I � Shim As Reqld <Note I.a) . . I �:� D. I __ -08 I Iii c, Window Flangf, 4 1-1/4' Min. I �cl Wood Buck VI-, - - - , I , _- ___1`B @. IL -1 - - a E� 4 mbeciment (Note 2,o & 2.b.11) "1___11 - I I I I f I / . Iii? § '7 - 17 51 " I I . 1/4'_�F­lm I - - � � \-�, - Npace max. � I L1 - - //B I I I � IF F_ ! I ____� � See 11.1. (J) - ror Concrete � - F,H. I- sp­)�Ng 10 I r 0 - B One Vocal Buick Other, gZ Buick y 1 I : � III f I 7 0", <Ncite 4.a) <Note 4, : - JTI ;i Stucco By J Shim As i ers L I Req'd. I ; - , See Note CL) <_ �_� I- 610 V-d Sea[ Between Window sp-l"a __// I // I 11�1_ Flar,ge and Wood Buc-ji ,_ 1 V!, Seat Between Vocal Buck & A I , Mae 1 Mas a N I Y. lepe no , � ; ppr,mpter ,Note La) - , 'I I -lote 2.a L 2.1o.11) , 11 - � r By I 4 h By Others 5 I I I i i Seat By I Perimeter Seat By Others , & 2.10JI) (Note 2.0, I I r ; Others I i (Note 2o .' 5- MAX. CT .) '"I ( yp (Note 2.a & 2,b.0) A 1) 6. M". TYWPIthme = Stucco By a', § Stucco By Others I Frame L 2.b 1") Burk 0 I= .14.... th 'I _� �e) 6- ft,. Typ, in Joribs of 12' — Frame WI 't, _ , (F.W.) 'I I I ri 11 Height 1 Hel ht (F, H.) 0.) high .hd.x. . SECTION B-13 i ELEVATION 111-0 : Perimeter, I .�� 7 1 Seat By VIEWED FROM EXTERIOR Concr�ete or 11 I I , 5 . Other , I (Note 2 C it 2�10A) Interior I' ou.,,Instolotio� for Concrete Screw* per Wes (1) & (J). mes of Concrete Screw. per imitallotion Chart on shost 2 V. 1�� Masonry Opening By Others I , I Installation of #10 Wood Screw& in Structural Two By Wood Buck . 11 ! -1 Finish By i Others per Wes (K), (L) & (M). q i - - - - . I I ! I - PARTS LIST - ii:d�l i I Head Flangelcreirma P;4_ ex4l 2X6, axe i ; q 9 1q 2 M - I" Fran* �\__ Wood Buck fit By Dthe's Iq 3 Joint) - Flongs, Frame 4 &TTTot Used (Note 4.1p and Of 1 IV Iq 1-3/8, .516 . q 6 rwo4w sew 7 Gluing - See Note (8) and (C) Min. Emb. 9 I Iq I lu 7 I 8 3118, Die. Flat Head ConlreesScrew with millitimurin working lood In shestrall 180 boat I IW SECTIQN . &--A (AULISN"T_ V 9 " 2 'j� —Not* (I j`c;;_%_w,� 2 and Note 7 on Drawing FLE)MI 00. FoE installation with twg by - � I �, 9 #= W9W or TRosim Screw w4h a minimiurn embodment of 11-3111' M 13tructural wood bucks, Similar for Sectio Seat between window ­�'Precost Silt to" y others. Tw By Buck or Fraftrill". See Note (K) on Sheet 2 mid Nola 8 on Drawing FLEX20100. B-B Does: 1/1107 (not shgwn) ..''Nn ftar e & pr 9 ^&Cost Sill ConFigurations may vary. w/Vulkem 116 .Ine�lve- prom or M SeQtamt or approved equal. ChWW Ilin JH. <Note 2.10 SECTION A -A - ftefortJI.Amenespi,P.R. PL License No. 49M GENERAL WnES (I to 15) Sea Genml Notes Drawing FLOM1100, Sheet I & 2, jAkw (A) Miloolare Sense 1000 Fixed Alummum Window Is shai Also applicable to Swiss 20001 Fixed,%koverium Windows. .­.. .. . (9) Diansing applicable to Non-Impacci Resistant glued windows. . I I . JC) Prockictich, Gluing may diffor from that tested as, allowed by ANSI/A*WNWWDA 1011I.S. 2, 1Cl/I.S. 2f%APS or AAMAfW(*WCSA LOWS. 2/A440 and applicable Burlding Code. Soo Note 12 and 13 on Drawing FLEX 20100 for further data". DISCLAIMER: The purpose of this installation drawing Is to present the . (0) For Fastener Location & Guardia am Shoat 2 of this drawing. Sea NOW " regarding devittiols. mainufacturees recommendatlorts fbr anchorage (i.e., concrete screws, wood "I I IS) Controbe SC" edge d*W" Measured ftM edge of Wn"WAftaSWrYftOok 10 o~k* OfcNicroof SCIMAN must mad oraccoad 2 Screws, tapping sarews arld Vulkern Struculrall Adhes" (or other approved . I . 14 " . Minimum SIM and embodirrowilt por Parts Let See Nato (H) regarding devistione. equal) as applkable] to achieve the design pressure specified on the �.. ...4- . . (F) Wood or tapping screw edge distance measured fincrin edge of Wood to cordallne of wood or lopt,ing screw must meet or exceed 11', fenestration product as rewined by the 2001 Florida Bilikining Code (FBQ, � , ........." .1, Minimum size and embedment per Parts LIPL Soo Note (H) regarding devistions. Section 1707.4.4, 2004 FOC-Suilding, Section 1714.S.4 and the 2OD4 (0) AN hold supplied holes in me frame (if required) will be 3111tr in clienteser for WlW dhameterr compete ecinews and #10 wood scfw". FBIC-Ressillentall, Secbon R613.6. Recommettlaboms regarthing flashing (H) Any divination hoss than ass minimum rocAshmnerse visited must be approved by the manufticture r or ongirsomed by Wor"Oesign Drawing No. FLEX27110 sealing, sealants or other)oInt sealant practices does not constRine a Zmantl, professional in accordance with the applicable Building Code and Ro&jct Approval. enfer expressed or implied. Still I . sheothift By Others V Min. - Embedment GENERAL NOTES - F,rLye Width - I( Width X � I Seat Between Winacho Fin & (Wood Screw) Two By Wood (I fis jel See General NOW Drawing FLEX20joo, Shag I & by 13 , 2. a, 0) 0 C.9; - r e I . I Sheathing 'N.,:1Trr b) 04 Maoslone Swiss 20DO Fixed Atimnurn Window a —. W V A, I (Note ea & 2.C.10 W //�, / Also applicable to Swim 11000 Fixed Allumourn Windows. NON -V d in a 4, F, � CA a, A I 0 i V � I . I :.. Shim As Req 'd, / / (N)DiewarvapplicableloNcoHmpectRe ~ Ic -ximil . § I I .. .. Exterior '.. , p , '. Finish .. . ... ... /_ 1/4' Max. ,110 (Note Ib> whilows. I (C) Production GWAM may Offler from tat I a slowed . I I I A, . I 1 By Others I / Max. try ANSUAAMNPANWIDA 101A.S. 2, 101A.s. 2/111" or AAMAiWDMAiACSA 101A.S. 2/A40 and applicable Building Fr f //� Spacing I � I 1/4' Shim Spa-ce -7 1i CW& Soo Nola 12 and 13 on Drawing FLEX2D10O for further (See Below) ---I // I ; � iiI I __ __ OftilI. Ax Fastener Frame Equally Spaced // Perimeter I Sea, By Othr . , I (0) 3vocing an Elevation Vivo on Sheet I and " . (L) & (P) an Shoo 2 of Oft dirineft Soo Nola (M) regarding devisaticans. & Buck . Height Fasteners ­ ylj.l a --i / - I /;�////� If ! (No te 2.0 (9) Wood am" and "I withiborwal "lose used so ganonial lisdaming 8 B I � I I b I & 2.c,ll) this recaervirrients we based an Spimice-Pine-Fur Well J i , RSP@CftOIWKyOCO-50.$"NM(M)MW*VdwvWww I I J__�i If -b I I (F) Wood or tapping scrow odge distance mossurad gram edge - - ___ __ __ I F - F ram@ 6 afvmW,�coldwlh ofificiodorloppingeonowniustmostor A --j t L-1/21 I Height Buck appow foreman size am embacknent per Paris Lim Sao ELEVA I 10 I 4 J Max, I I I I (FA ) I Height 7 (B.H.) Note (H) regarding Cloviatkne. (0) Nag edge distanoo mossureed from edge of wood to — 0yp.) VIEWED FROM EXTERIOR a I I 2 D berstrartainel""w"'Wo'"""' b~ wilkhover is larger. Alfinkmarn &'- anil embecknont Head, Sill 1, J,,,b Anchor Spaclnll 1! I I Perimeter Spot By Othr-S _\ ,_ Interior Firrish By Others per Ports'List. Sias Note (H) moo" ChAls"0118 (IQ Any deviation hose thoun the merimum reguenerreaft good Must be approved by the marfulacturer or arVineored by ,icshee Wood Screw - TO 70 PSF D.P.i 18' D.C. Max, DMICUUMER: Too P.p_d i 1 driviii9seop"W00 Axii (Note Nail, r ... Air 2 a & 2.cal) Design Proloosional In exxxonlance with the applicable Building Code and Product Approval. 61 PSF TO 70 PSF D.P,: 5-1/2' D.C. Max. axh=p [Lt., riow xw^ I I � . 0) All field suppled holes in the Ineares (it required) wig be 3/1 r 51 PSF TO 60 PSF D,P.i 6-1/2' D.C, Mo"' impro-gesexisisdisili sisovs ft d"P P- 1 ..'' 0 11 ... III I '-,, in domater for #8 wood sciese; or The shank demseer of the 46 PSr TO 50 PSF D.P.; S' 0,C, Max. apsisfied - Vis I , ., 9 8 .. . ___ _ Shim A ; Req'd. 1 1/4' Max. (Note I.b) not founded up 10 to read standard closignallson drill - I . tot sim 41 PSF TO 45 PSF D.P.; 8-112- O,C. Mo x 36 PSF TO 40 PSF D.P.- 9-1/2, 1O.C. MQX,. , a sythe # 201 Floras Iseare Coof I Unftellix,1704A,aelif I Exterior .. ­1 (j) Wood Scritiat arid Nab IgHoli NOT be mixed to ft" the TO 35 PSF D.P.: 12' D.C. Max, I Pec.soorg. sms," I Finish a 1. � . � ... �-Two By Wood same assembly. . . 171M.4 .%d 00 a" FK-RNWMKI�smm .16 � 1 I By Others ..�� . .. �� .. I by Othe,s �� (Note 4.b> All -I - massli-oftehirs - 16 . . . . . . Frame Width Min F "W".Wwjm , Seat Between Window Fin & — j I' Min, — Shim As Req'd. Burk Width 1/4' Max. (Note IJ0 (F.W. & B.H.) �_ Two By Wood Centerlime Of ! toy Others Fostemer Zte 4,b) 1 I I a- not assuk" ~ 1 1-11 - Dow 1/0107 Sheathing (Note 2.o & 2cJD Sheathing Embedment (Wood Screw) ",��, I � ' Sheathing i ' i ' By Others I I - 1 1 5 1 SCOW PITS Deaver, IV. RIA Cassava! 10 I" By Others I �1�1 I I R96M).Amorma�P.L PAM UST 3 I' Min. I I R. License No. 49M 1 Head - FirtFnww Embedment ­ (Wood Screw) f4 #A" 2 SRI - Fin Frame 3 Jeb - Fin Frame 7 - ­ Attachment ­... . . A . % _ 4 Not Used � I . : * . � ... . � " I .. n rl "z� , .. . -1 5 Not Used :_i. ,� . . : . 8 9 . . 8 Gluing Bead 7 Gisucirics - See Nale (9) and (C) 8 ... 1, I � I I. ... . � . :; .: � , .. .. .�. � . � I . .., .. . . . Seat . .� . I .. � .. . . � . Window _ Between Fin & Wood Screw or Nail Head Must be . . 16 r7 . . I . - IQE*ntIMMoorLsMM§MwkhaminWmmwnbe&noftcfl'M -,.-- ., - .. . - Sheathing in full Contact with Attachment Fin. ..-__.,0 the alrucharal wood substrate. Sea Notes (K) on Shoat 2 slid DWAI A on Oft (Note Pairimet� 2n L 2.cll) Centerline of fastener shall be , .,. ..* drawing AM Note 4-0 & 8 on Diramig FLEX201100- Exterior approximately 9/32" from edge of "-`"`I` 9 gwwHwpebmvosbot*Nmwthminimwno.iirdwyww(ii GA)and Seat By Finish Othrs 13 Attochrnont Fin. -_ - -_ - - - minimurn Willsecirresel: of 1.?W 100 she structural wood substrals, Sao Nola (N) on (N_ -,- By Ilthe,s DETAIL Drawing No. FLEX27120 Sh"2wldDMoilAont**Wi*VWWNoW4,b&g�MDMA*VFLEX2MOD. L 2.r.10 Shea I of 2 1 — I Seat Between 99-c- Seat Between Window Wood Ruck & /_ r,Qn,,,.y Opening t� "S . Frarts, Width A - Frame Width - -P 1 A --� � 'I Flange & Wood Buck I (Note E.a & L.b.4) (Note 2.a & 2.1i =� _ I I I One By Wood .. 1 �f g B k y OtnerS I------- - 7 - Ill! 9 Concrete Or Masonry a eming By ­_ -- ­­ D /( / co/ 1 I #// -� � i I 5 ,A I Height I I I hers (Na te T) �/� B B a , 9 i 8 V I Exteplor Finish By Others \ � - -.------T 4 1-1/4- Min. I I I I - : � � i A � A Embodiment I f A EXTERIOR ELEVATIO A __j . I _____ - I i A I I I - L - ­ I ' uck Width 1 � -Al 1/4" Max. ill Shim Space \Wd. L ______2 a � W.) 1-1/4" I I Min. I I Perimeter Sea! I,- I rShim Embedment I/*" Max. - I I B y others (Note 2,o & 21oll) ,.,,) I I As Sol t.A. 1. ,Z I (Note IQ) Shim Space By Others Frame I I 0 _,�_Buck Shim As Req'd. (Note La) I--,' (Note 4.0 I I I I Height � I 8 (�) I (F.R) I 7 8 Buck . 4 i -_ I � Height (BIH.> GENERAL NOTES 3 . I \_� ----t � 1 6 (I ta 15) see General Now orraing FLL-Mioo, St" Seat Ret.e 1 Shim As, Req'cl. 1&Z �7 Wood Buck & I 1 I (Note IQ) (A) Millooloprof Swiss 1000 Designer Fixed Alteration ,___-- Masonry Opening # Perimeter S Window is shown. Also applicable to Swift 20100 By Others I I By Othe ^5 n, '. - Fixed AkrinburnWilindows. 1 4 _____� (Note 2.o, L 2 b,P) I (Note ?a 9, e-b-11) I gill Drawing applicable IQ NWHMP- ROOM% Qlazed Perimeter Seat � I i 551 Exterior Finish Others I I __T wwgbm (C) Production Gisong a" Mw Incen that WOW sit By Others , (Note Za & R.b.s�)�5 Seat Between Window Fliange Wood Buck ,B y allowed by NGVAAPWWPAIDA 101/I.S. Z 1011I.S. Con crate & (Note 2.o, L P.b.") 1/4' Max. Z14AFS or Aillifilk/W[AMA01MA, 10= VA440 and Exterior Finish Or Masonry Seat Between Window Fiante - Shim Space . a *WmWoBWWVCoft.SmNokol2wWi3on onlaft FLEX 2DI00 for flusidner details For FmWw By Others Opening By - F,erne Width - Others (F.W.) Do* 10107 L Wood Buc 'd (0) Licaerbom & Overtlika 9" a" 2 of this drawing, Sea Note rogwdkV deviations SECTION B— ftmw NTS (Note 2.a L ebJ0 I- 1/4" Min. 6 (H) (E) Concrete screw 06M clelanical measured from felge PARTS UST 0 Dr RIA Cbm~ my. Ill - - Embedment � of concrobelmosorwroblock to oentrilled, of ox - scrow must I or exceed 2 1/4'. Minimum at= 1 Head - Fhqp From , Rabat 3. , . . P.S. Concrete Masonry Or, One By Wood and sinbadmont Par Paris List Sao Note (H) 2 N - Flarigo Fran* R. License Me. 497S2 Seat Between Ope Ing By Wood Suck L Buck BLOthers (Note ) rogarifing devisfors. 3 Jornb - Flongs Frame 'fiR-Used *11111111111, Dthn ers Masonry Opening (F) Wood or tapping screw edge distance mellowed from 4 ­... By Others *tip of wood to ciansell" or wood or "Paig screw 6 Not Used % (Note 2 Q L 243.11) must meet or wroacd 1'. Ifininefrin ohm mid 6 %mft Bead embedment par Paris List See Noto (M) regarding 7 011airg - See Nola (8) and (C) : DESCLAINER: The purpose of Vft hitellationi drawing is to raw, The for d*WNNIOM (0) AN flokl supplied holes in to frame IN nimprod) will be 8 3/W Die. Flat head Concrete Sow with minifterm working load In dmw of ISO, be at I 1 manuhicturer% recommandations Anchorage (i.e., Concrete Knows, wood scrines, and tapping scinews] IiD achieve the design pressure M)MOW on the 311 r in diameter for 311 ir parents offews and #10 114'simbodirlont. Soo NOW (1) on Shoat 2 WA ,1� ....... fariestratbat product let vectored by the 2111111 Florkis Building Cock (FBC� Section Wood scrinew. Nolis 7 an Drawing FLEX20100. ,-"* .. *' 1707.4.4, 2004 FOC-Wklng, Section 1714.5.4 and the 201MI FOC41tissidential, (14 Any deviation loss then the millawrix requirements - 9 #10 Pat Hoail!�Lbcx:L2L�Sqw� with a - _ '. IV 0. ...... ... �41 SoctionRl Rocommendshonsnigar"Nalftsook%salwooradw must be approved by to marrudecover or menbrum embedment of I -W Into -.tpxvw joert $sew* practicas 0006 riot oxistitift a weardrity either expossell or Implied. entIftered by 'WW Design Prollossionali in Two By Suck or Framing" Boo Nola (K) on accordshere with the apolicablip BWft Code and Sheall 2 and Notif 8 on One" FLEX2DIO0. D11111111" No. FLEX28110 I Pro" Approval Shea I of 2 - — LAIMUM Flo CONCRETE SCREW INSTALLATION CHART _ AI&T-M 9-0-i - MM7UO 9 FARM= MR-^UATM MOWMMM - M,liggl&n � � PATAff & FK "" AA" r .� I smog"migin I -T.T- I -.- ,.._ ,.._ 311W pill CONCRETIF SCREW Wn% NO*4=MM ONE BY WOOD IUCIL -i 1 sit*- DW aMCRUR SCREW WIT" 140114-111MUCTURAII, OW W I ... 000 ill= AM CCOMM WUD-0�- -7- and masonry or concrete sill, hmMMM is as j 4 I (R) 111OLISOM dqwftd In VMS 1 2 Ift'll 4 r (1) Wheat window Is installed in an opening with a rion4truchift one by wood W& far the head and Iambs (1) Where window is 4WAW in an operang; with a nairrotructleal an* by wood buck for tire head, as and jambs, use a 311V imsbvdlom acomptable for deep pressures 0 - minimufnamileadinso ofl-twifoomosonryorconci Sao 'parts use to 70 PSF. Design Pressure; (D.P.) am "Ift". V-7 . 2 I I diameter owernills screw of sufficient hangth to schlove - __ 4 - d - Atft had andfamis, use a 3116"dismixer owncreft sonewof PAT -dot length to advieventriftifin wrileadmantof 11-114" 90 Thereof" orcxvow see i § on Shest I of this drawing for concrece sum stea, embedment and bad reclubaments. See FUMOO, Note 7 for additional Mo" and re"adva overall window 53 Ift.v - . imi.3, 4 3 '"his LW on Sheat I of this drawing for conanste screw a", embedment ON 100 reQuwa,,w .See FILEK201010, "7fbr ockWonal axiciftscirlar, . across rOqt�. assembly design Mum mas be last than, -a-vftXW mu"36 4 4 requiremall . i (1) Paster- swing gal be per Nabs (N), (P) and (Q) below. that shom h the fossener floomity table n 11&44 ffTsur- -a ____T_ . At the sk apply a Structurv. Adhesive Seelant for the ftsi longth, of the Sill ine" the requirements of Note 2.0 on PLEX20100. and " be determined in accordance with -774-�-" w�.14 4 4 9 I la MW 14- -52 � � - 4 -.---- 4____ (3) Concrete Screw instaffeckin fadwriers " be spaced as Ablovis (see Elevation View on Sheet I)- I a #10 WWD OMM WrM STRUCfURAL TWO BY WOOD 11= AND CONCRIMIX BLqLD-DOWPL tOW WHEN TWO my Mobs 13 of FILIMICID sa"Wa - a-t4iiiiii- _T_ I - sarlasloollik2mle"clikjambs: 0 14E a sill PCX "M CDWM"TIM NUr NOM)i (5) Production GW" may OW from that 52 Ift?, 4 - ---6"- 1) r Max from each Maw with her"Ining cluordity Of fiestereis siximir ill" between the Comer X i tested as slowed by A19WAA11410611AUM . wl� 62 16,110 4 W_ A1012hons. � (K) Where window Is Installed In an opening with a iftclural bro by wood buck for the head, we and jmmta� use #10 wood sciews of 101A�& 2, 101/15. ZNM or . __W ��_4��O� - __ ­I17__ ds 1 '4W_l.__11T§;91_ ----,a - 11-1. I) So Concrete Screw Installation Chart at kA for quantitka; Of fa"O to be placed In head and Imes. - kffK*t length to achieve 1-3Ar won. embedment Into the am by � I buck. Sea *Paft Usr an Shad I of this drawing for AAMAAVDMAicSA W= 21MW and wig _ __ ___.____1.__ A- -lisiv 4 .­� ill) Maximum Design Premium for this Installation is 70 pell. wood saew at* and arritediment. Sao FLM0100, Note 0 for adftr,W wood sow recluatmenta. spiflicsible &A&V Cods. See Note 12 and ---- 9;7- - ASE 4 � jv) Tolerance is +j- V. This tolerance is applicable ID the evenly spaced distance. (L) Wood sovins *0 not be mad to fislaerf anon* NO do and grain of wood 13 on Drawing PLEX MW for further fi� oxat, 'i ___T_ V) Carrier distance mewersill from tip of them (ill) Fastener spocing "I be per Notes (01 (P) aid (Q) bolow. details 063034 W.37 " I - .T - - ,It vj) For vArdavis greater then W wide; lot hok" and -ndirms less thor or eWW to tr Nor a4 w1cliths, see anceptione In *0 'N~ section of �" OU4 4 3 (T) Concrete Hader at how andifor two by _...A_".__. - ­­­41 ..... - ­­­1 ........ the Concrete 6 of ii, Irmamom Clsort at it& 40 FAgMMR SPACIIIIII (Sao gk%mdm View an this Shot)t wood buck And/or framing at The head, sisl - - 7�.-VT.---- - suw - 4 ­ - . - - ____ - .., ......... � § and Wift to be socurall, fieftned to 64.0a WE 4 *10 W n n 0 SCREW Win" StRuCTIfill TWO By WOOD algal (Siles, Section kiii, Aileen" an ShM 1. Slosaw for Sedgen FA-111): - I (ill) Concrete screw spocing "I be as kkos: transit the bad to the masonry, Concrete ­Wi­ - _y.1T__ - __ ­i__ - __6___ �, -83W- _4___&__ - V maximurn '11 or Is or other structural substrate per the Fac �n mat s ___T_ (K) where window is installed in an opening with a structival two bY wood buck for the head and jamiai and a Masonry or Conceals SIO, Installation Is as follaws! I I I I 11 a awly spaced between comer andion; but not emmft 15m o.c. specing in had, sill orjambs of quartar-circle, quarier-dirde And the &Vkww of rocitirds cistallis as i 1­2 M11 ___r_1 _1~1 . At the hand and jamixt, use #io wood scrervis ofiadfident length to achieve 1-3/8" min. embedment: Wift the two by vroad buck See"Parls Lhe an arch and hagulan configamstions, or applicablie. _7% ,T_ 5 _2 Sheet I at M disfrong for wood screw stle and arribildrinerit. See FLEM100, Note 8 for additional wood sciew reciminersm -b . ey" spaced between comer andrans but nDt exceeding Ir a c Welong in head, set or *nbs of oil dther coiftrations not (U) Sao R=100, Notes 10 to 15 far rum . 7 At the SIP, 8" a Stridurs! Adhesive Soolont for the V length of the Sill mealling the miclukolimmics of lift 2-bJ on RM1010, mentioned abine, Taw additional FOC Code cornplance, r___T._N_ _W1 ---- S__ _3 ( I I I TAKUN5 ___��%s I I— - S L) ;10 Wood Sam installation listansis "I be spaced as follows for all Window slats (see lifevaltion View on Sheat 1). Towarice Is +I- 1". z - I I . tolerance Is +/- 1', slid ._,;;I,.- .----I- ____T_ This talerance is apiricable to the am* spaced distance, Owner distance measured from tip of her - this tolerance is applicable to the everillY spaced distance. I-:Z - Series L000 & = - head; . ft.=-. - � 1� Us � . . . i - Owner dislance, measured from tip Of fromill Al 74.55 Im - Miss 1A 5 4 - - max fram corner & 17- 0-c, max. (0) #10 wocid screw spacing Oval be as folkwic - I) to 45 pal. 5 �­Tgff_ ___r1;iiZ!7_ "---,4-"- ----I---- if) 46 to 60 W. 5- max ftom corfor a I& o.c. nw. 1-11 -12 M" . 1(_n ZL S' maximum from each Comer of had, sill or liarbs, 6.16 - - - . I 111) 61 to 70 pst. S" max from Comer & IT o.c. most. : erwity spaced between Comer anchoirs M not � , I g 12' ox- spacing In hoolf, 5111 or jowft for ft fallissing 81`2� ----T-,- I - $arms 1.000 & = - )NrAw a"wwms, , - WV 1 -31 6 I i) be 46 pit r max from Comer & 14- O.C. max. a evabnow 96"12% L1,711,41 - __T__ 3 if) 46 to 60 par- r max from Comer & 10'ac- max a wi arch 8`x� M. a ) 1�t - 61x5D ___ _6 __ - - . if) 61, to 70 pol". S' max from carrier & r 04 mim # a holf-arebrow - 34CWT4 - , ­M35 W - - 6 . T� ,V�--- bY into the 04 gram of wood. I' � . (�, (04) Wood screm Small riot be used to faster assam o odagm M12 : suit - Q a ran i Sh,18 W1. a 2 PWAMPRISFAMItATMG&fKaMCUMFLKkNO I 90 I I ­_.1iiiiW____.�1_.___e­_­ I.- r - a Period "Of a ; ftA-dtde 940�_ - I am zix A , 0. Pollf-circle YxId" mr- a , (N) it exed wirebw size is M listed in fastener instigator chart for Concrete screw Instaglarions� use Assioncer Quarittly Noted for rod hinger : sk. a" - --T-- (0) Installed" disposal in Uwe instructions acceptistilli for denn pressures to 70 PSF for the window am shown in the chart. Design Phemawas (DA'.) am - as 0 4 . . a trillingle Positive and negathe. Overall window assoinift design Pressure may in 'let than 70 PSF if governed by The O" and 0*1 Do determined in accordance, with - I a If --789= --- R57rTf- i _rr.6 1=1 Note 13 o(FLEX20100. I 0 will 1-1. _­ 6~&3) 2 ('xift I & 3) ma W� a(oxw �(_­ (P)ProcluctionGloiftmasidlifferfromitivatl 1, asa#wA,odbyANSI/AqWWIWDA101fl.5,2,101/1,5,2/W$orAAK%?WDvA(MAtOl/I.S.2/A440WO DOW 11sto . evionfif spaced between Comer shichon; but not i " 4Y mc, exact in head, sill or jorribs for the pchowss; __ t --------- ____ - -F-"- -T(;Z9TW- applicable No fra; MW I&F31 -0. Ow" Cods. See NOW 12 and 13 an Drawing P1.11=400 for R~ datalL conflgivations, - ­ -3("163) - (93 TWO bywood buckardilior Training atthia head andjambsiti be saardy %Mmd 00 tifthlift thelood logo masonly, conaft or other structural substrate Drawn Isp RA 12DOZ - per the FOC arid the enginver of record's details as applicable. clackies; or. JM 0 quartar-circle 0­9 11.11 I ,i­ I . quillrelf-dicle arch 1�. 11xxx - - I - :1-?, I 7mx&i,,&Z) (R) Sea PLE)CII0101), Notes 10 to 15 har additional FOC Code Damplionce. a half -fan lZixa lium -1. I . is,s, .., - tchorarics is +/- 11, and :: ".- I �,­) 1 2("14� W - this lallerance Is applicable to the am* spaced distance. - Comerdistancomiew finerropoll . A2 � r7s��,,�Irq,­011­�.­O ..... . (P) Spoon in Note IN and (0) aboins based on the useofe*w a coi- scrawor #10 wood scrivan micamod for sacur" the l ,s.M._Wax0V*44AW*&T1:WW­ window frame wift the substrow as moo (so likatratim thei shaet� Ii .w d­ 04 be T � V � - Concletescrovirtaw- ormosarry using a nopitructirel One Sy, wood galsit. e""`1x"x`-*wx""d­,-"­"" �, Wormetwevieubstrals, I x,&­fthmdxrxiPnv­N,­r A2 (Q) ; 010 wood SOW into a Two By Wood Buck structurally atisideal i,­WW.%`...�­­_.." configanstionrectuirsocii Na arowicrobaso wW*iOv000dscwln~aheac6s$*rWnb,theloww*Fvis i Isfe-I'Lftored "1x`r."*­*1W`8-$1xx11x` madianurn sps" above shall be wed. I­1'�­� Drawing No. FLEC7110 Shftt 2 of 2 Froffre Width EvenlY Spaced 5, Max. �� _____ . CTYP.) HEAD I - I Frame 1, , Haight � r. 5* Mm F b . JAMB -,,", IT .) If/ - MO.) -1 _ I .::= 3" - I - i 5' Max .- i ...... � - _� � (TYPT (TYP.) EXTERIOR ELEVAngh FASTENER SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE EXAMPLE: HEAD (CURVED PORTION) SECURED TO CONCRETE HEADER, JAMBS OR SILL SECURED TO CMU AND CAST -SILL RESPECTIVELY WITH ONE BY SUCK USE 3/16" DIA. CONCRETE SCREWS AT 15* O.C. SPACING BETWEEN ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS. - or - HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO STRUCTURAL TWO BY BUCK (ATTACHED TO CONCRETE HEADER. JAMBS OR SILL) AT 12- O.C. SPACING BETWEEN FASTENERS AND SPACED 5* MAXIMUM FROM CORNERS. (NOTE: 12" SPACING FOR EXAMPLE EYEBROW APPLICATION. OTHER APPLICATIONS MAY REQUIRE 9" SPACING PER NOTE l A I I 9 H 9 1111 , 11111 Dow &/*IV ftwo RTS . or. sua awskedierif � Drawing No. FLEX28110 Shall 2 Of 2 FAffMOt 11111111MAILLAn011 lNffrRUCrIONS - FLEK27120 *SWOODSCRI!WL' (K) *8 Wood Screw must be of sufficient kingth till adkwe minimum embedment of I" Into the, two by wood ftmk4� (L) Spacing of wood screws; shall be; 0 +11-r max. from each comes, of the head, sit and Ombs, and . evenly spaced babasen conter fasteners but riot exceeding 18" o.c. spacing for the head, sill and jambs as shown in Elevation View on Sheet I of this cirawil Tolerance Is +/- I". This liderarm is applicablit to ft evenly spaced Ilk � , � ZL : Comer distance measured from frainfielibuck width or height dimension of frame. (N) Wood Screws shag not be used to fasten assembly Into end grain Of Wood. NAL& (N) Nails staill meet the following mquitements: 0 0.113"diameberorgreaW, . sufficient kingith to achieve minimurn embedrinerit of I 7Ar into the two try wood harming (generally, nail 2 3/r liangth or grealser shag meet WS requirement), and . hal (screw) or annular (ring) shank " only. (0) ManuNctiffer's nails meeting bum reliuiremsents are (but not limited to) the fiallowing: :Pasiode deformed shistrilit nail, No. 404947,404537, 650111 and 650148. Duro-Fast deformed shienit nail No. 32S. (P) Spacing of nails shag be: +1/2" max, from each carrier of tilve head, sill and piribs, and : evenly spaced bletweers comes fasteners and not exceeding o.c. spacing for the head, sill and jambs as shown In Elevation View on Shat I of this &"no. : Tolerance Is +/- 11. This tolerance is applicable to the arversy, spam distance. ZL Comer distance measured from firarneilbuck wkft or height ciftelinstain of frame. (Q) Nails Shag not be used to fasten assernbly into end grain of wood, DuLGH MMM MUM ft FK 2W qWPUM13 (R) installations depicted In these Instructions accep,table for design pi— to 70 PSF Wth lak"for spacing shown the Ele-ation View on Sheet I of this drawing for the ficillOW11119,Mriclow sm: - to 52 118" x 95 . to 63" x W, :to 71. x 71' 10 73� x 77, * to 831 x 55 1/4' - to 95' x 49 S/Ir - to 119"x 37 W Desigirt pressures (D.P.) are posifive and negallve. Omall Window assembly design pressure may be less then 70 PSF and shall be determined In acciondance with Note 13 of FLEX20100. (S) Production GWing may cbffw from thalt tested as allowed by ANWAAllitafflifilififi 101A.S. 2, 10I/I.S. WAAFS or AAMk/WDMAXSA 1011I.S, 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. (T) Stitict" two by wood hxk andifor framino at the hWr sill and jambs to be seour* fasteried to bwWer the load to the wood structural substrate per the FOC and the engineer of record's details as applicable. (U) See FLEX20100, Notes 10 W 15 far additional FOC Code Corrolance. 4gl V Id � 5 � iH iii g I i 3111 I� I IL V� � � 2 If -4 A I I -b a I N As § Fos I i I 111 111BI 4 vt Z � -11 Dow 1/9/07 $CAW NTS Drawmarm Chalked By: J1H Drawing No. FLEX27120 Sheft 2 of 2 I' Min. Embedment - - 1/4' Max. 9 �__7w-_% Frame Width - 9 Ow� - Seat Behind Fin 'i,i ,,-, -, � - Shim SpC r �-, -.--,-.----,- Suck Width I---.---- A IZ: Pi I F, I amino By Ot ers I :. A �_�_ V � I " Shim As R&C'd ' Sheathing /- V, "Cit'Zorr". (Note I-b) �� (Note 4.b and T) / -7 `*` 5 I By Others - , - __ ­ and T) � Seat Behind Fin S /-<Note � ! / - O(D --,,, r Shim As < N 2.a L 2.c.lD i? 6 I I Rect'l. (Note 1 .b) a I Frame - / S 1 I . I llllw� . -I- i _11 I' Min. - Embedment cr,,.) (Woo ,, S ) *E_xterlor & Buck 0 I ght , � � / a I i I % � Ex, 1/4' Max. " I By ­ .- n Space Shrolthl 9 - i By Oithe% I A9 Perimeter soot - .rs By Oth, jl� � A ---J 9 I I Z (M - 1) - F , Finish ,v 1th.r2 By Others Z5 _q -0 E Bu k I Height III_ Frame Width EXTERIOR ELLV—ATIQN ,� 1 -3.2 1 (B.H.) ---- 7 _ Perimeter Seat - Buck Width - By Others (F.W. L R.W.) i * L, i I A Frame Perimeter ,Note 2.0 L 2,cii) 3� I I I Hrleh I t - Seat 2 (F, . " DISCItAlill The purpose of this insiadoxxon drawing is to pregent i 2.9 .1 By others (Note 2.a Shinn As the manufactuman; recominenclations for anchwdge (i.e., wood SCIVININ tapping Screws and nag$] lip achift* the design pressure I 1 1 f i L 2.c.1) Roq'd. I t . I specified on the Fenestration produd as required by the 2ool Florida (Note 1.1t) .b) Z I GENERAL NOTES ;c Building Code (Fail Section 1707.4.4, 2OD4 FOC-Buildi Section If to 16) see Ger"? Drawing FLEX20100, Sheet 11 & 2. 1 .. ec- , Section R513.6. - - ___ ... Z W Miloplom Sense 101100 Designer Fixed Aluminijim Windpwis Recommendations, regarding nishing, seaft seakents or otherjamt soolenit Practices does riot constitift a wairranty either expressadl or I - . I _____ shown. Also applattlio lo Series 2000 Dowerw Fixed A,iumnurn implied. I 1/4' Max. Exterior Fln(Eh� By thers IA Shim Space wkwom. (9) Drawing apple" lo Non-Irripact Resistant ~ winclows. 11 I � I (c) Pracasoll Getting frilly cifiest finom eat Maw as aticavoid by , I (D(�) ANSWAAMOW111AWDA IOULS. Z 1019�& Z%JIM or AAMA(WI*WCSA 10O.S. VA440 and applicable Building Code. Sea Note 12 and 113 on I , I \_ 4556 Two By Framing Omwhv FLEX 20100 for brow detail . -7 A" I _V By others (D) For Fastener Spacing a" Notes (L) and (P) an Sheet 2 of this A SHEATHING (Note 4.b and T) dfawrip. Sao Molle (H) regarding devestrixes. Centerkine of Min . S - BY OTHERS \- Seat Behind Fin (11) Wood $crew and nail willidirmsel vokm used to gomersto the Fastener (Note 2,0, 1. 2.c,N) hastaning mW*w*rAs am based an SpruosAns-Fur with a Speclic __ 7, 9 11 Min. Gravity of OM. Sao Nots (14) migarding dervidions. - 11 1/9/07 a. Emb diment (F) Wood or tapping screw edge distance, mossured Invin edga of Son* INITS (Wood Screw) wond in conterfine ofivocid or tapping screw must meet or exceed i . I Us of Dr. RA Minimum size and wnboOmwA per Pads Ust. Sao Note (H) rogam"Ifig chockiii ain Jim SELII13N A -A deviation&. - - PART6 UST - (0) Non OOP 00400 measured from edge of wood W conaarlike of RobortA hoormisq, P.R. I I Ft Lkanse No. 49752 1 Need - FinFrame nail must mosit or exceed WIr or 6 times Shank Datinsaw. whichever . 2 Sill - Fin From is larger Minimum size and embecirrienill par Paris List See Note (M) ... -1 *Age 3 Twnb - Fin From 4 Not Used MW4*V deviefts, " Any devellon low them the rnimmum nactuiremems aimed must be T .. . ..... . %� chment . \ 5 Not Used approved by Itso manuilmakeer or onginsered by �~ Design v---qr -.. Fin r . I 6 Glocring Bad - Rigid Vinyl Pragessoinei Ill accomemoo we to applicable Sugdft code and I - Soo Note (B) old (C) Product Approval. � : 8 SO Pon Hood Wood or jej?ft Screw with a rrdr*wjn embedment of V into 0) AN field supplied holes in this frame (if rsclukscl� will be 311W in Wood Screw or Nail Hood must be I r7 ft witrual" wood sultastrolls. Seas Nato (K) on Shoo 2 and Detail A an this domestor for 46 wood =me or This shank diameter of the not in full contact with Attachment Fin. - .. . . drawing and Note 4.b & 8 on Drawing FLEX20100. roundked up to ft read standard doolignalbri drill bit 9". Centertine of fastener shall be .. ".... .1. 4. 9 Round Mail Declined §nELWI with nonnan 0.113- therrifter(Il GA)and (J) Wood Scrorms and Nsft §HALI_ T be mixed to fasten the some t!Q_ .1 approximately 9/32" from edge of ,`....." ... . minimum embedment of 1-74r Wift On strocturall wood %bWo* See Note (N) on Soso" Attachment Fin. - Shoe 2 and DoW A on ft drowing ancl Notes 4.b & 0 on Drawing FLEXM 00. DETAIL A Drawing Mo. FLEX28120 t - Sheet I of 2 . I FAMNOt INSTALLATWO INSTRUCrIONS - Flx10(211:1.X *8 WOOD SCPIW&l (K) #8 Wood Screw maist be of Sufficient length to adillieve mintimurn embedment of r intic, Ithe two by wood framing or the build -down I'mming component. (L) #8 WOW Sam Spacing 9*1 be as filiflows: - 41-11r maximum from each comer of head, sill or jarrill - evently spaced between Comer fastersers but not exceeding 1Ir o.c. spacing in head, sill or jambr, for the fallowing owillgivaidors; at design Ill- to 70 PSIl o eyebrow 0 half -omit arch 0 half -eyebrow 0 octagon 0 fen 0 pentiolld 0 full -circle 0 haf-drde 0 triangle a baparcid 0 oval . evenly spaced between arm filsbersers but not exceeding IS- o.c. spacing In head, sill orllambs for the following conflouratons at design pressures tD 70 PSF, 0 quarter-dralle 0 quartser-cirde arch 0 half-lan :tolearaincei Is +j- I" No this tolerance Is apillicable to the evenly spaced distance. 1�t 9 Conver distance measured from framaill width or height domension of frearse. (04) Wood sonews 00 rolt be used to flatter assembly into and grain of wood. WAIIII.91 (N) Naff$ Shall meet the following rotauffernards: 0 0.113"Chomehas orgreatter, . g.AicaritWnotoachimnUrfimmembe*nwtofl7/8"kftfttmbywwdorbv*40-dom framing (gainal Illy, noll 2 31W lasto or greater shall mad ft recitissament), and 9 he9caI(I1CrRW)orWftIar(rft)"k**o*. (0) MarfulfeUrW5 nolls Initiating Owe requinameents are (but not knited to) the following: :Pasiciftlisliormed shink nod, No. 4OW7,404537,650111 W465014111, Dum-Fast disfarmed shank nail No. 325. (P) Spacing of nalls sholl be: - 4-1jr maskinum from each Comer of the head, sd and Jambar - evenly, spaced betwom Comer flistainers but: W e� Ose mc, spacing In head, sit and *ribs for the following ComilgesSUM at design prevants 46 to 70 PSF, a eyebrow 5, O.C. spacing a half -eyebrow, 5* O.C. R" a fan 6"o.c. spocing a hag -fan 4* D.C. Spacing o U-cirde 7* 0X_ "Nepho a haff-arde 6"oic. spacing a haff-arde arch V o.c. specing a quartiar-dirde 4"O�C. Spacing o quarter-drde arch ,C o.c. spacing a ovel Ir O.C. spacing 0 octagon 7" o.c. spacing 0 pentow 5* ox- spacing 0 trisnois 5'o,c. spacing a trapezold 51 O.C. Spacing (P) Spacing of naft shisil be (corgirsuaft - eirenily spaced between owner flasteners but M exceeding the o.c. spacing in head, sill aridjambis for the following Configurations at design prosaires to 45 PSF, a eyebmw r o.c. spacing a her -eyebrow T 01C, Spacing a fen V o.c. spacing a half -fan 7'mc. spacing a full-dricle 11" o.c. speeding a half-dricle 9" o.c. spacing a half-cade or& 7 at. spacing a quarter -circle 7' o.c. spacing a quarte"ride " 71 o.c. spacing a oval 171 o.c. spacing a octagon 11"o.c. spacing a period 9"O.C. spacing a triangle 9* O.C. spacing a trapezoid 9' O.C. woo" - tolerance is +/­ I", and 9 Oft tolerance is applicableto the evenly spaced distance. ZL # Comerr distance measured grain frarne4buck Width or height dimensficent of frame. (Q) Nails Shall not be used to fastern atsernbly into end grain of wood. (R) Imitiffiations; depicted in these ingructions acceptable for design pressures to 70 PSF with feAm spacing in NOW (L) wid (P). Design Pressures (D.P.) are positive and negative. Overall window aRgembty design pressure may be less than 70 PSF and shaill be determined in accordanCe with Note 13 of FIJEX20100. (S) Production Glazing may differ from that I asaflowedbyANSI/AAMA/NWWDAIOI/I.S.2,10111.&2/NAFSor AAMAiWDMAjCSA 1011I.S. 2IM40 and applicable BtAkfing Code. See Note 12 and 13 an Drawing FLEX 20100 for Further details. (T) SMIctural two by Wood arid/or framing at the head, sill and iambs to be samnell, fastened to transfer the told to the wood structural substralte per the FBC and the enighnefer of records details as applicable. (U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. i Frorn* Width Suck Width E-* Spaiced F_ __ Archars -- __T- HCAD /,%" : Frame Height T_ Buck Height E�fy Spaced 4-1/2* k�hory ,A" -,.. Mo., (Im.) ITI P.) // ; i j ",_ SLL . - ___ i J_ __� �,,,i.,/2* i , . , (TYPI) Evenly I - Spaced Arichors (TY0 EKERtQR__E_1-ZV,�jQLN ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW . W_ :-U le. � t I ii 4 . � 6, 91 I 10 F � E Dole. 119jair fte* ITTS gr*M Dr. RA Chockaxi Dr. M Drawing No. FLEX28120 Shoot 2 of 2 m 11111111, W ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florlda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 1 8 9 I In Lu Z tz 0 :D !� " U) , 4 �gvv, (7i 10 a _j 0 %D < CO %0 I- M Z 0. 1: g� M oo 0� oC 0 _j 00 LL i N__ = Cn ­1 I 13:: < 900 Z Z E E Z LU 3: 9 _j . W Z 8 mi 0 F— F— LLJ U LU =) r C) C/) —.1 0 < Cie > CL 0 Uj < CL Cal CL < — THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNIED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OM07-THESE DRAWINGS AND DEW" ARE THE JOINT PROPERTY Of DANSCO ENGINEERR11G, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION CA UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION I - I VERSION NO. .01 - . "P.:Ar '�?Ij , , .�. ITLE: % . . I � 114A ERS I SHEET INFO .1 JOB NO.: DATE ISSUED: 0 . .0 DRAWN BY: REVIEWED BY: H WD 102__.. 00 T_ * 0 Z _j 5 00 00 Ir- C) N I C*4 LO C) co V_ LO Ir- 4�1 1, �_14N k le. '6� , 1P0 41, NN(rN " 1�. 41 77 9 .7 = 9 10 ::� IL 8 # I` 8 I . . - 0 3: -,---- 1000 P W /DESIGNER - - 1000 P W J DESIGNER AUXILIARY PLAT APPLIES TO HEAD & S1,L WHERE I - X 4" SIL.L (TYP.) SILL ("YF.) (FOR IDDITIONAL ANCWORS. W4N REOULPED) & 2" X 4" TUBE MULLIONS ARE USED I- i /_ - DETAIL I 4\ - WAPPING SmS 0 1 TAPPING EMS T 1= I -0--0- - � I I //- SHEATHING I X 2 X 1,,B � 7' - I X ,- X -�i / 6 �7_ =_� �:7�_7 1 11 I TUBE MULLION I � I 1/ TUBE HULLION ON _j I INSTALLAIT3N ANC1,1CR WE WmB SEALANT OFTWEEN - I I - WINDO1,J FLANGES � i I I -Lt (D - I . � I L',- SCREW (TYP-) MUL11- �_ I/ ,-EXTERNAL MULLION � __ - � 11 I INSTALLATION Ct IP I[ i ,%\ TWO BY WOOD 1 L � \\- F . SCA ANT BEIWCCP43 IF �4 VINMW FLANGES :=Z & MULLJON �_ 1000 S.R TAPPING SHE "il- loco S.F TAPPING SHE I " n7AP�1'1 i� �j I _ - ___ � _ � " il T . I SCALANI BETWEE N HEAD (TYP.) HEAD ( YP I - I \_ MULLION �_ WINDOW FLANGES ECTIQN A -A ( SECTiQ I A -A �2 1000 P.W./BESIGNLR w , 5 L) SILL (TYP.) � , MIULLIU� _ 1000 P.WvDESIGNER f-000 P-W ,DESIGNER � _\ \ I (TYP.) I SILL (TY�) I I DETAIL C - /��"//// 1\ \ SILL \ r­- A \ I-W-!A" W � i Ill / APPING EMS Y 0 1 I\" � IUCK 1, ,'L - / -'\\ / i� % ,-- 0 3 X 3/4 SELF --:-A- ) / t7= A� 4 \ TAPPING EMS P� ' T �PPING EMS 3/8 . � \ � /I/,- I X 2 7/k6 X 1/8 1; - I X P 7/16 X 3J TUBE MULLION I/ \ I TUBE MULLION (; i-7 / I \ \ / jrllv___71� . / / / ____.- � / / I SEALANT I I ___ 9 , BETWEEN -.4 1 V SEALANT BETWEEN/ WINDOW FLANGE \ I 1/8' MIN I WCND13W I`LANGES-�A & MULLION \ � � A UL I_ IrM � - L m - I 11. M 'N _ % EMBED ENT 1- il I 11 i - I I \ . - VIEWED FROM EXTERIOR i ___ I DETAIL APPLIES TO HLAO & SILL WHERE I- X 2" i 1 \ - ! - & I' X 2 7/16' TUBE MULLIONS ARC USED r ,\\ ; k - For 0141"'.116 I \ !i ` - It \ - 100C S.H. TAPPING EMS \ - 1000 S.i. TAPPING EMS _ks profiles %,here ;w.,, m -_ I I 1� r- __ .. Ho,izo,,tol Cip" '"---- \ HEAD (TYP.) HEAD <TYP.) \\ is -of suitowe, ­ r - 4 i. .C"Ptobl. , SEALAN� KTVEEu 'ECTIOIN A --A (3 \ TAPPING EMS to �5_ . __ MITA-LATION A-nIOR WINDOW FLANGES 55 _Q_ SECT 10 4 A -A (4 "Iristo 18 WOOD SCREV �_ \ . . 9.60" ap, \ & MULLION - 1000 S.H. ,SECTION A --A (7 I, .. .6 ��T?P) � Detod C. . HMIZ, CLIP \ TOM PW/DESIGNrR SEALANT BETWEEN 1000 Pw.,'CESIGNER 14FAD 0YP.) i i _' \ SILL (IYP.) WINDOW FLANGEi SILL (TIP.) - IF 11, MULLION __] IF - EL ,- #3 X 3/4 SELF 7 ;PPING SMS Wayn A. Do<k. P1. TAPPING SMS 8 1 . JIG' 141K - 1 Y 4 X 1/8 I - I Y 4 Y 3/9 54 I, H y 27 j �_ FINKIIIIIEN1 . Cit-Orlt, FL 34711 1 - \ I, - 7 Ky Ir TUBE MULLION I // TUBE MU,_LION FL beense No. 5W553 P�' � \ / 791 2540 JEWM LANE \ I FLORIDA EXTRUDERS SANFORD, FLORIDA \ I I INTERNATIONAL. INC. --­ I ­­ \ \ I i � � ,.% TITLE: S F R, 1000/1500 FIN SHEET I OF 2 , 1 .) I � ,�! - . . ��41;1 106 7-A - ____ I \ \ i SEE OTHER SIDE (SHEET 2 OF 2) FOR " " \_. 152-:,'a'� \_ . - APACITIES � \ SM� \_ IC00 _H, TAPPING EMS - 0C. I � �- 1000 S.H_ TAPPING I t Oi.Z.3" �­ " HEAD (TYP,) HEAD clyp.) Z�;,. , " .1 0t- IDRAWN BY: MSH I APPR0V`FD BY: WAB SECTION A -A r, EQ0 �L �-A �6) 1 X4�_ - I . _C5_) 1 - �1__ � �141i �'4_ JDATE;6/17/04 13CALE:NYS I DWG.: I HMF I NI __ � � __ ___ ___ � - --- - -- I __ SERIES 1000 & 1500 FIN SINGLE HJNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF - - - WINDOW CALL SIZE WINDOW UNIT BUCK ITUBE SIZE i - I I - IX2Xl/8 MULL 2 ANCHORS SECT. A 11 _A:M_ _. - � . TUBE MULL 4 ANCHORS _�k�j� _A7�Lq CAPACITY TUBE MULL 2 ANCHORS _�J_SE�T. _��Eq._ A7_A CAPA( � TY X2X3 /8 TUBE MULL 4 ANCIIORS A -A CAPACITY CAPACITY X2 7/16XI/5 IX2 7/16XT/8 TUBE MULL TUBE MULL 2 ANCHORS , 4 ANCHORS CT. -A � SJCT� A-A(3) CAPACITY %X2 7/16X3/OIX2 TUBE MULL 2 AMC A�OR� 2ECT. _ 41 7/16X3/8 TUBE MULL A ANCHORS SECT. A-A(4) Y I XAX1 TUBE MULL 4 ANCHORS SECT. A-A(51 CAPACITY TUBE MULL 6 ANCHORS SECT. A-A(5) __ CAPACITY TUBE MULL A ANCHORS SECT. A-A(G). CAPACITY TUBE MULL 6 ANC14ORS _SECT. A-A(61 _ CAPACITY TUBE MULL 6 ANCHORS _j_ EC7. AZA U7. 12+HC - __ I ------.-- 18 1/8 X 34 9/16 428.17 856.35 428.17 856.25 ! : 428.17 � 856.35 . ­ 428.17 856.35 856.35 - ______ 1284.53 856.35 1284.53 - - 1284.53 I 13+HC - 18 1/8 X 46 15/16 324.21 648.43 324.21 . -.-- 648.z 3 324,21 , 648.43 324.21 648,43 , 648.43 972.65 � 648.43 972.65 972.65 14+HC--18 __ 1/8-X-59 3/16 - 261.39 __ 522.79 - 261.39 I 522.79 1 I 261.39 1 522.79 261.39 522.79 _I 522.79 784.18 1 522.79 784. t 8 784,18 145+HC 18 1/8 x 64 13/16 240.03 ; - , 218-60 1-4-37.20 I 480.07 1 240.03 - - - __ 218.60 480.(,7 1 - 240.03 480.07 240.03 480.07 1 480.07 . 720.11 � 480.07 720.11 720.11 . 655.81 15+HC- 18 I/a X 71 9/16 437,; 0 1 218.60 437.20 . 2i8.r,o 437.20 � 437.20 65.5.81 655.81 16+HC __ - ­ __ - __ 18 -1 1/8 - X . 80 9/16 195.34 390.69 1 1 195.34 390.69 � 19534 I "' 390-69 195.34 ! 390.69 390.69 1586.04 I 1 390.69 586.04 586.04 ____ 17+HC is i/8 X 91 9/16 171.07 342.15 ! ___ 171.07 __ __ __ 342.'5 ... t ___� 11'5�.07 , 3A2.1 5 171,07 1 342.1.5 , 342.15 L .2 513.23 513.23 1 -.-- I H2+$HCS C ____ 1/2 X 38 114 ' 263.27 I 526.54 - ___ 263.27 1 - ________.______._____ 526.!,4 263.27 -.526.54 - - - . 263.2'7­1 526�54 __ � -,----- 526.54 __ _��_=�342.15 789.81 .--.-------- 1 526.54 789.8t 789.81 1H3+HC --------"- 5 1 2 X 50 5/8207.89 . _____ 415.78 1­20/.89 1 415� '8 207.89 415.78 207.89 ___� 1 415.78 --- ----..--.---�------,----.---.--..-- 415.78 623.67 415.78 623.67 - 623.61 I q 1H4+HC I 5 1/2 X 62 7/8 - 170.84 341.69 170.84 1 341.69 - 170.84 --- 341-69 170.84 I 341.69 _ 341.69 - 512.54 341.69 512.54 512.54 IH4S+HC 5+ 5 1 5 1/2 X 68 1 I/2 157.92 315.85 __T_ 157.92 I 3 I 5.35 157.92 315.85 157.92 : 315.8-1, ­­­.. , 315.85 ___ . 289.57 473.78 � 14 __ __T I - 3�._j 6 I 315.85 - 473,78 473.78 + IH5+HC 5 1/2 X 5 114 5 1 144.78 - _ 289.57 144.78 289.:i7 144.78 289.57 144,78 :: 289.57 : 289.57 434.36 434.36 IH6+HC �5 1/2 X 81 111A 130.32 ______________ 260.65 130.32 260.1is i 30,32 _ I 260.65 i 130.32 � 260�65 260.65 590.98 i 260,65 390.98 390.98 1 H7+HC �5 1/2 X 96 114 115.01 230.02 115.01 230.02 115.01 I 230.02 115.01 230.02 230,02 345.04 : 230.02 345.04 345.04 22+HC 36 X 43 1/2 139.50 279.0! . ­­- 1 139.50 - 279.311 - __ 139.50 - ____ .9� . _?7.� _­­ 258.48 217.16 I ! I -.139.50 � 279.01 ­-­­-..­-._..,.. - : � 129.24 � 258.48 108.58 � 217.16 - 279.01 -----. - - 258.48 2i7.16 418.5i � - ­1--_._.....­r1_ 387,72 325.74---7 1 279.01 __.- 1 258.48 217.16 418.51 - 387.72 325.74 - 418.51 387.72 325.74 - 23+HC 36 X 55 7/8 24+HC , 36 X 66 1/8 129.24 108.58 _ 258.48 _1 217.16 129.24 __ _ !08. . 58 I 25S.t8 1 217.16 129.24 108.58 245+KC ­_­ 36 X 73 3/4 1011,15 202.31 . . ._ I 101.15 I _______ . � 93.48 ,-------- 1 84.89 202.31 - 186.36 101.15 202.31 - 101.15 � 1 202.31 � 202.31 30-5.46 1 202.31 303.46 303.46 25+HC 36 X 80 1/2 93.48 � 186.96 - 93.48 11 186.96 .- 93.48 186.96 ­__ __ 186.96 -"-' ___ � 280.44 i 186.96 _�_w�_ -Ts4 280.44 280.44 ____ 26+HC __ 36 X 89 1/2 84.89 -.,_ 169.79 169.79 84.89 169.79 84.89 r75-63 169,79 169-79 L 169.79 254.69-- --254.69 - , 27+KC _ 36 X 101 1/2 .--------------- 75.63 151.27 ___ !I 75.63 - 151.27 75.63 151.27 151.27 151.27 226.90 I 151.27 226.90 - 226.90 __ - I I________.'r____ . ; 74,52 1 - ---.-,- ! 122.28 I 74.52 - 130.48 � 74.52 149.05 149.05 . 223.57 1 149.05 - 223.57 ___ 223-57 32+HC 52 1/8 X 50 9/16 74.52 87,63 33+HC 52 1/8 X 62 15/16 G6.01 : 77.62 66.01 -, _ 74.16 63.07 I - j 108.31 - 66.01 §6_01 - 115.58 I 66.0'. 1 132.02 132.02 --"-.--.,. . 126.15 I 198.04 i32 02 - I . _____._______._ 198.04 198.04 189.23 -�--------,-.--��-----------,-.�,-------�-.-.�-,----,, 34+HC 52 1/8 X 75 3/16 63.07 60.9 � 0 -- - ­ I .- ;. 103.49 _F __ 63.077 110.44 1 6,3.07 1 126.1.9 189.23 1 126.15 189.23 345+HC 52 I/B X 80 13/16 71.61 60.90 � ; 99.93 I - 60.90 � - 56.84 106.64 ____._ ___ 99.52 60�90 56.84 121�81 1. ___­ ­ __ __ 1 113.68 121.81 ­­­­ I � __ 113.68 182.72 1 121.81 __ __ __ __ - . .1-. ­ - 170.52 I 113.58 - - 182.72 182.72 35+HC 52 1/8 X 87 9/16 56.84 - - 66.83 56.84 1 93.26 i7O,52 - I 70,52 � 36+HC ,52 1/8 X 96 9/16 $2.19 _I 61.37 52.19 1 85.(,4 52.19 91.38 52A9 104.38- 1 156.58 ' 10438 156,58 156.58 I __ __- I _t� 9'4­1 2 141.19 141.19 - � 37+HC 152 1/8 X 1018_9/1�47.06 _ _ 55�34 �17.06=7..!2 ___47.06 II.12 1141.19 - __ - . NOTES, A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING . REQUIRED AT EACH END USING 1 1/8" EM8E0IJ_-NT. FLORIDA EXTRUDERS 2540 JEWETT LANE 8) PRESSURES GIVEN IN PSP ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE INTERNATIONAL. INC. SANFORD, FLORIDA TFiIS ULTeAA7E LOAD 15 BASED ON 1.5 X DESIGN PRE55URE PER $7074.5.4, USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART, TITLRDESIGN PRESSURE CAPACITIES FIN C) THE muv.ED NINOvw ASSEmbLy*5 OVERALL DESICA PRESSURE RATING IS THE LOWER OF EACH INOMQUAL WINUOW'S LABEL RATING, ASTU E1300 GLASS LOAD RESISTANCE OR ONA LIONS - SER, 1000 & 1500 TKE LOAD RATING OF THE MULL" PER THIS DRAWING, WHEN CMQ1,ING A MULLION, r CFF0 THE YANDOW/CLASS DFSICN PRESSURF THFRFRY CA DRAWN BY: MSH I APPROVED BY: WAD X ' U(;;W, THE WTNOOW/CLASS DESIGN PRESSURE TO GOVFRH. I DATF! 6 - . /17 . 104 ISCALE-FULL jDWG- I HMF I N FIG 71 1000 S.H. I X a X 1/8 loco S.R. ' JAMB (TYP. , .IGN JAMB (TYP.) - No X 112 SELF TAPPING EMS - I X .1 X 3/8 TUBC MULLION t-- - !a X,112 SELF I 1/8' MIN, �___ ,APP.NG EMS EMBEDMENT F_ I ______ I -_ - - TWO BY WOOD _ DETAIL I HERS \ - 1 __J L_j 2 X 4 X 3/R \ �-- SHEATHING I SZOLANT BLTWLEN TUBE HU, LLIGN I INSTALLATION ANCHOR #8 WOrD li� 0 WINDOW FRAMWE _E�\_ - - ��, !'- " \��,:.. , ftANI.ITICEN 1. ! �A,I, \�w OW FRAME SCREW (TYP.) ..�.� \ ! \ & MULI-ION III FiLLICIN �- 09 X 1-1.12 SEL.F ­ its X 1-1 12 S'l r I u -EXTERNAL MULLION TAPPING SHE .1 INSTALLATION CLIP TAPPING SMS MULLION ____1 - � 1- SECTION A A (1 SECTION A- _( _2) WOO SH APPIJES To HEAD & SILL WHERE 1 " X 4" 1000 S.H. - TUBE Fcjl.L[13N loco S.11. - - I X - I & 2- X 4- TUBE MULLIONS ARE USED JAMB (TYP-) JAMB IT YP ) TUBE MULLIGN . _� - APPLIES TO HEAD & SJLL WHERE I" X 2" I X 2 11,16 X 1/8 2I 7/16 X 3/8 JAMIDU (TYP.) � � - & I" X 2 7/16- TUBE MULLIONS ARE USED i . #8 X i/2 SELF 31L 1 44"mm TAPPING EMS INSTALLATION ANCHOR i "_ 98 X 1/� SELF i __ De x Ila SELF #8 WOOD SCRE'W TAPPING EMS TAPPING �MS I)IIAIL Q F � I \-,--. 1- SCALAN' IFETVEEN WINDOW FRAME % 1. MULLION ' - 18 X 1-1/2 SELF TAPPI14G EMS SECTION A-L 3 _L] /- 1 X 4 X 1/8 / I UBE MUL L E3N 1000 S�H 1000 S-H -I JAMB (T, .�� jAmE; (Typ�) 1 - - " a X 112 SELF ILJ-- TAPPING SHE \ SEALANT BFTVEEN \ \__j_ WINDUW P RAME \ & MULLION I_ 1 8 X 1-1/2 SE-F TAPPING SMS 5EQT I ION A -A (5 . I _____� � � - ro, ojtw,,ote ( V P.) " ' I .0111111011 sill P,.fil.z .1-if - � Sill Clip" is .01 svikot,le, it is I - " SILL CI.IP I /- , ­ occep(obl. to use / i I - SEALANT BETWEEN � -vislomoti.ri Clip' , I - �,,. IF SE,LANT BETWEEN he X i-112 SELF �____ TAPPING EMS .�,��i�N WIND13V FLANGES & MULLION off ,,'_ 'r, Detoi, S�0.0'.I I 1/3' MIN. t V1 4DOW FRAME C. EMBEDMENT & tial-ION SEC71ON A -A ' SHEATkING -/ - 7 - No X 1-112 SELF TAPP(N(; SMS I _L7) DETAIL C - _�, '_ frQTIQN A-�, ta'I I I - - - F#.MM.�. �) , � /- I X 4 X 3/p / TUBE MULLIUN 1 F__�7 1 1 I I I i ! I AL�jLiARY PLATE, (FOR ADDITIONAL ANCHORS, WHEN REOUIRID) 0 I - �: ��_,�Z__ _0 - (D - L "� j 48 -L i ­­. _\_ SHE ITYP-) PLIOIL 5 14ULLI � _118 X 1/2 SELF ELEVATIO L_C+ 1___� I � \ mw� I TAPPING SHE I VIEWED FROM EXTERIOR I - - __ . __ - - rn - w INTERNATIONAL, FLORIDA EXTRUDERS INC I \ _�. y �z In il- 1­1 ,W � - � �. ,�,)­ -0. - .j 10, 2540 JEWETT LANE aANF RQ, FLORID& m me"m i -i cli ") LP - , , 'Y. , " . I '1111it: SER. 1000/1500 FIN i , - - ___ - �v �_ I RIF , SEALANT BE--WEFN WIADOW F RAVE . C13 , - .00 - III -)t5b3 4 . - . - . , SEE OTHER SIDE (SHEET 2 OF 2) FOR I. '111.11-LION ­00 X L-1/2 !ELF < o c r " w to v () - � I - �, - . � I 11* " . It TAPPING SHE . c� E >,u,) , '_j 1, p4m ,,��- .- �.'- 61 * * DRAWN BY: MSH I APPROVFD BY: WAD I SFCTION A�A (6 1� Fj - - . - ____ 4. i � .N,,L��, - .1 DA7E:6/1 7/04 .: IVMFIN I I SCALE; N T S 0 ' 1060 PV/DESIGNER 1000 P,W./I)ESIGNER TYPICAL MULLION TO CONCRETE 0 JAMB - ' SILL (TYP.) SILL (TYP.) (APPLIES TO JAMEI WhFRE I- X 4- ___ _­ - ­_ DETA1 I F & 2" X 4' TUSE MULLIONS ARE USED) lz:� I_ ) T APPING EMS TAPPING EMS I -1-1 - - I I X 2 X 1/8 = . INSTALLATION ANI 3/16, DIA. TUBE MULLION TUBE MULLION -iIIIIIIIIIIIIIIIIIIIIIIIIII Ij-' TAPPER SCREW ANCHOR (TYP.) � SCALANT BETWEEN �- y I _- CXTCRNAL MLILLICIN WINDOW FLANGES_,:� ONE BY W0OD____,- -.11 INSTALLATION CLIP & MULLION . . . � __ %Q 777,-.LLLION j, ===� . , SEALANT BETWCE-4 #8 X �Ilill SELF WINDOW FLANf7irS \ TAPPING EMS \ TAPPiNtj EMS \ 1 . % MULLION - - 1000 S.H. - 1000 S.H. I- 1000 P.W./DCSIGNLR HEAD (TYP.) HEAD (TYP.) .6 SEALANT BETWEEN SILL (TYF.) WINDOW FLANGES SECTION A -A Li) SF(I'TION A -A (2) & MULLION r-1000 P.W./DESIGNER IGOD PV/DESIGNER i � I TAPPING EMS SILL (TYP.) SILL <TYP�) _ 11 ." � IF ." - - 'zi � 'V.j� U ­ , jr ;� \ - # - 118 X '�i/ll NLLF I , J_ N_j I / TAPPING SMS I / TAPPING SMS 1[ I / v . /_ I X 2 7/16 X 1/6 r I X E 7116 X 3/8 j V_ - - . -- L - 1 1/4' MIN TUBE MULLION TLIK MULLION �Ifm // ff] / SEALANT BETWEEN _/ . - . \\\/ _v._.__.__­1 I WINDOW FLANGE \ I - [ i SEALANT BETVEE � I L MULLION I 11 WINDOW FLANIGESI� /_ \ % j L KJLL113N � I , A L - __j , I- - i -] I 11 -1-Y, ��\ I :! 1% �--119 X 3/4 SL0 \\- #8 X 3/4 SEj \ �__ 1000 SK TAPPING EMS \-, 1000 S.H TAPPING SM$ il � HEAD (TYP) HEAD (TYP.) .\ \ TAPPING SMS � I 'TION A SEALANT BEIWCEN SECTION A -A Q SFCTION A -A (4 - !000 S.H, SEC, - A (7) 7- WINDOW FLANGES ' HEAD (TYP.) \ & MULLION r- 1000 P.W./I)CSIONER SEALANT BETWEEN r-1000 PW./13ESIGNER __ __ SILL (TYP.) WINDOW FLANGES SILL (TYP) \ � 118 X 3/4 SLLF & Witt ION � 1 08 X 3/4 SELF Wayne A. Ellork, P,E ING SHE I NG SMS /� I X 4 X 1/8 � I X 4 X 3/8 - TAPPI k clr___7y� 0 , "" , 74pp" I TUBE MULLION r.___W,� / TUBE MULLION I � lermont. FL 34711 1 \ - / I I - / - F, License No. 52583 FLORIDi \ - ___� ____ \�� - ___ � __ � r A I � 1; � I - . TmE: S E R, � - - --i -1 1�-_ I-11 , ` I - rtu - , - - _�,­ ll� C, I -, HOR I ZON � -, - , I;" I , - I 7 \ I : , -I-", _c2,_63 t SEE 0 \_ \\-#B X 3/4 SELi 1; w . DES I G I Z, : TAPPING SMS TAPPING EMS - - i ­ . I `I_ 1000 S.M. \_ 1000 $.M. _. . I" 0:% I) �, .�, - � ,.. � - __ HEAD (TYP) HEAD (TYP.) ., � I - [DRAi�N BY MS . . : .�:, .- - .. I �' I . - 5LQTION -L A L5' SECTION A -A &) �' FDATE 6/17/( 1 j - I )NI - %1. . /I _.­__,�� I DETAIi 13- I I , A 11�Ltl___:_�__�� I * I ___ \_ FL- A I / / / � / : ! I (__ ___ I I VIEWED FROM EXTERIOR ___ - SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES --- IN PSF - WINDOW CALL SIZE WINDOW UN17 TIP -TO -TIP SIZE - TUBE MULL _5E�T, A- I hU TUBE MULL SECT. A-A(l) CAPACITY X2X3/8 TUBE MULL C AM ATAR� SE , 2) CAPACITY IX2X3/8 TUBE MULL 4 ANCHORS SECT, A-A�al CAPACITY IX2 7/16XI/81)(2 TUBE MULL 2 ANCkLOARA) SECT, A CAPACITY 7/16XII/81X2 TUBE MULL 4 ANCHORS SECT. A-A(3) CAPACITY 7/16X3/8lX2 TUBE MULL 2 ANCHORS SECT. A-A(4) ------- CAPACITY 7/16)(3/9 TUBE MULL 4 ANCHORS SECT, A-A(4) CAPACITY X4X1/8 TIUSE MULL 4 SE __ CAPACITY I X4X I TUBE MULL SECT. A 5 -�U CAPACITY TUBE MULL SECT. A - A(6) CAPACITY TUBE MULL SECT. A -A(6) ­_ CAPACITY TUBE MULL _UCT. A -A(7) 12+HC 19 1/8 X 35 9/16 839.88_,__-1679.78 839.88 1511.80 839.88 1679.78--- - 839.88 1679.78 1679.78 2519.66 1679.78 2519.66 - 2519.66 1 - 13+HC 119 1/8 X 47 15/16 635.96 1271.93 .635.96 114A.74 . 635,96 1271-93 635.96- I 271.93 1271.93 .1907.91 1271.93 1907.91 1907.91 +HI 14+HC � 19 1/8 X 60 3/16 __ 512.73 1025.47 512.73 922.92 512.73 1025.47 512.73 1025.47 1025.47 1538.21 1025.47 1538.21 1535.21 1 4 S+ 145+HC 19 1/8 X 65 13/iIS 470.84 9,11.68 470.84 _ 847.51 470.84 941.68 470.84 941.68 941.68 1412-53 941.68 1412.53 1412.53 I_ I ' 5+H I 5+H E4 .80 857.60 428.80 771.84 428.80 _ 857.60 ,428,80 857.60 857.60 1256.40 857.60 1286.40 1286.40 6 + H 16+HC I 19 1/8 X 81 9/16 383.18 766.36 1383.18 689.7L 3.18 :�B 1� 766.36 383.18 766.36 1766.36 1149.54 766.36 1149.54 11149-54 17+H C 19 1/ 08 678.17 - 1339.08 _ ,610.35 i339.08 678.17 339.08 678.17 I 1678.17 1017-26 ­__ 678.17 1017.26 I :101 7.26 1H2+HC 6 1/2 X 39 1/4.�15.411 __ 1032.83 . 51 6.41 929.54 516,41 1032.83 -----. .516.41 - ,-----.--. 1032.83 __ ---I- 1032.83 1549-24 - -.--- 1032,83-- 1549.24 I - I , 1549.24 IH3+HC 6 1/2 X 51 5/8 -5 407.78 8 15.57 407.78 734.01 407-78 1815.57 ... ... 407.78 __ 81 5.57 515.57 - 1223.36 815.57 1223.36 1223.36 I H 4 + HC f6 1/2 X 63 7/8 E 335.12 670.25 335.12 603,22 335.1 2 670.25 335.12 670.25 . .. -.---- 619.56 670.25 . ____ _ 619.56 22q5-�� __[�70.25 929.34 --.-- 1005.38 1005.36 _ , 1H45+HC 6 1/2 X 69 1/2 309.78 - - 619.56 309.78 557.60 309.78 . + __ .- 284.00 619.56 - 309.78 . f 61 9.56 929.34 - ­­ 852.01 929.34 IH5+HC - IM6+HC 6 1 6 1/2 X 76 1/4 284.00 568.01 _ 284.00 .--- .511,21 568.01 284.00 568.01 568.01 852.01 1568.01 - 852.01 _ _____ 26 1�2 X 82 114 255.64 511.28 255.64 460.16 - ---.-..-- 255.64 - 5ii-28 __ 1255.64 � 511,28 - 511.25 766.93 1511,28 I - 766.93 ,766.93 1 H7+HC 26 1 /4 225.60 45 1.21 � 2 25.60 406.09 1225.60 451.21 225.60 451.21 451.21 676,61 1451.21 676.81 1676.81 22+HC 37 X 44 1/2 273.64 346.70 ___ 273.64 478.99 . _­ 273.64 521.39 273.64 ____ 547.29 _ ---., 547.29 820 = 820.94 820.94 23+HC , 37 X 56 7/8 - - 253.51 ­­ 321-20 __ 253.51 212.98 443.75 _ ___ 372.81 - �� ___ 253.51 -.------- 212.98 483.03 . .----,- 253.51 .- --.-- 507.02 - - - 507.02 760.54 ­_ 507.02 i __ _. _ 760.5A 760.54 24+HC 37 X 69 1/8 .212.98 .-.-. - 269.85 405.81 378.05 .41.98.41 349.38 .212.98 425.97 425.97 638.95 1! 425.97 638.95 595.25 __ 550.11 638.95 ­­­­ - 595.25 ___ 550.11 __ - - 499.59 - I 198.41 I- 251.39 198.41 -,._ _ 347.31 ---.-- 320.97 291.49 259.69 - - 198.41 183.37 I- I . 166.53 __­ - __ 148.36_ ._ - __ - .__ 1183.37 ___ 396.83 366,74 ____ 1396.83 J.366.74 �- ,333.06 __ - 296.72 595.25 550.11 _ - -It- 499.59 __ 5 44 .09 I I 1396.83 _ 1366.74 - - '333 - 06 ___ 296.72 25+HC 37 X 81 1/2 183,37 232.32 183.37 26+HC 27+HC 37 X 90 1/2 102 37 X 1/2 1166.53 148.36 _ 210.99 . ­ _ 187.97 166-53 __ 148.36 - � 317.30 282.68 166.55 148.36 333.06 296.72 _­ 499.59 1 __ 445.09 ,445.09 . I 32+HC 55 1/8 X 51 9/16 . I 88.34 $8.34 122.05 122.05 - ­ 108.11 132.85 132.85 ­ 148.14 ___ 189.45 296.28, 444.42 � 296.28 444.42 i ­ ---..- 393,06--_ - 444.42 __ 393.06 33+HC 53 1/8 X 63 15/16 78.25 - 108.11 - - -1 117.68 I 17.68 . -.-,- 131.02 167.82 262.04 393.06 262.04 34+HC 53 I/A X 76 3/16 74.77 -78.25 ­ 74.77 103.30 103.30 112.44 112-44 - . - 108.58 125.12 I 60.35 250.25 375.37 250.25 375.37 375.37 345+HC 53 1/8 X 51 13/16.72.20 - 72.20 99.75 ­ 99.75 -..---- __ 108.58 .120.77 154.83 241.55 362.32 241.55 -----------.-.--,- 362.32 362.32 35+HC 53 1/8 X 88 9/16 67.38 - 67.38 93.08 93.08 101.33 ­ ____ ­-Fluz 101.33 .62 144.49 1225.25 - 337.88 - - - - - 225.25 - - 337.88 337.88 36+14C 153 1/8 X 97 9/16 61.87 __ � 61.87 __ I . 85.48 �5.48 93.04 93.04 1103.33 132.68 206.67 3 10.0 0 12 06.67 310.00 __ 31000 - I------- - ­_ ; - __­ - , .--- _ _____+=1_______ - 6 55.79 155.�� 77.C�7 , �� 7.07 83.90 83.90. __j�13.09 119.64 1186-18 ,279-28 1 I t5b. I b 21S.Z6 I Z79.28 ___L_ _ , NOTES; ' A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER CASTENIERS ;NTO MASONRY RECUIRED INTERNATIONAL, INC. AT EACII END USING 1 1/4- LUBEOMENT. FLORIDA EXTRUDERS WETT ' 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DES" LOAD WHERE THIS ULTIMATE LOAD IS BASED ON. 1.5 X DESIGN PRESSURL PER 170744'5.4. USE TFE _ -_ - -_ - ..., - SANF0F,j FLO IDA OPENING'S DESIGN PRESSURE WI?HOUT INCREASE FOR COMPMISJON TO THIS CHART. TITLE: DES I GN PRESSURECAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING 15 THE LOWER ' OF EACH INDIVIDUAL MNOOW'S LABEL RATING, ASTM �1301 CLASS LOAZ RESISTANCE OR MONS - SER. 1000& 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSNG A MULLION. EXCEED THE WtNDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINCIOW/CLASS D WN BY: JDH I APPROVED 8 : WAD __ * � I DESIGN PRESSURE TO GOVERN, [DN_Tii_�� 7i _f� _04- - I SCALE: F I JL I � IDWC.: I HMFLG PGI 21 SERIES 1000 ISO 1500 FIN VERTICAL DESIGN . T_ .fY I CAPACITY CAPACITY _t_4�4`(5_TY ­C�&Zff*­ �tAPACWY C-A-PACI Y CAPACI F-7TIFA WINDO IWINDOW 2X1/8 1X2X318 1)(2X3/8 IX2 7/16XI/8 IX2 7/16XI/8 I-X2 7/16X3/SIX2 CALLW I T P-TO-TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHO SECT, A-A(I) SECT. A-A(l) I SECT. A-A(2) SECT, A-A(2) SECT. A-A(3) SECT. A -A(& SECT. A-A(4) PRESSURE CAPACITIES IN PSF 017 - 7/16X3/8 TUBE MUL 4 ANCH* SECT. A-A(4) -A 1T- _C PAt Y IX4XI/8 TUBE MULL A ANCHORS SECT, A-!g5) APA C t77- TUBE MU 6 ANCHOUL SECT. A-A(S) CAPACITY TUS&CM 4 ,&I� SECT. A-A(6) --T- CAPACI Y X4X3/8 TVBE C�IU AN ,kL SECT, A-A(6) CAPA C 2X4X3/8 TVBE MULL ANCHORS SECT. A-AQL 12 18 1/8 X 25 201.63 __ 403.67 2011.83 403.67 - 201.S3 403.67 i201.83 ___ 403.67 ___ - - 403,67 605.50 403.67 605.50 1605.50 13 t f 125.78 251.57 125.78 251.57 . 125.78 __ 251.57 1125.78 251.57 251.57 - 377.56 251.57 - 377.36 I ,377.36 - 14.__18 1/8 X 49 5/1! 91.61 129.63 91.61 178.41 91.61 ___ 183.23 L9l..6I__ --183.23 _____ 183.23 274.84 183.23 274.84 274.84 1A5 18 1/8 X 55 1/1 81.45 92,98 81.45 127.97 81.45 136.55 181.45 162.91 162.91 244.36 162.91 244.36 244.36 _ 15 - -.-- 18 1 65.16 71.88 89.68 71,88 95.70 171.88 ,135.52 143.77 215.66 143.77 215.66 215.66 1 16 1 18 1/8 X 71 . 42.96 42.96 159.13 59.13 62.i5 ___ 63.09 j62.115 89-35 124.30 186.46 124.30 186.46 - 186.46 - 17 1 I 126.63 26.63 36.65 36.65 ! 39.1 1 39.11 . 52.64 55.38 1-05.29 128.92 1105.29 157.94 - 157.94 __ - IIH2 25 1/2 X 25 157.66 31 5.32 157.66 315.32 I __ 157.66 - - 315.32 - __ 157.66 315.32 315.32 -, 472.98 . .__.....__ 3 15.32 472.98 1 472.98 IH3 25 1/2 X 37 3/8 - 94.72 189.44 94.72 189.44 94.72 - 189.44 94.72 189.44 189.44 284.17 189.44 284.17 1284.17 . IH4 25 1/2 X 49 5/8 67.89 96.07 67.89 - 132.22 ___ 67.89 135.79 - 67.89 135.79 .135.79 203.68 135.79 203.68 203.68 11H45 25 1/2 X 55 I/ 60.08 68.58 60.08 94.39 60.08 100.72 60.08 120.16 120.16 180.24 120.16 180.24 180.24 IHS 25 1/2 X 62 ,47.85 47.85 52.79 65.86 52.79 70.28 - 52.79 99.52 105.58--1158.37 1105.58 1 58.37 158.37 1 11,16 31.40 31.40 43.22 43,22 45.43 46.12 . 45.43 65.32 90.87 - 1.36-3 L. - . . 90.87 136.31 136.31 I i8 - __ 26.67 - 26.67 ­� 28.46 - - 28�4 � 6 , I:- 38.32 40.31 __ 76.64 .- -,- 93 .84 76.64 - 114.96 .------- _._ 114.96 - --- 22 130 260 130 __ 260 130 260 __ - . 146.60 130 260 260 390 i260 910 i390 I ____ i 219.91 ; 219.91 - ____ I 1153.60 153.60 23 I- 73.30 146.60 __._ 73.30 __ 146,60 - 73.30 _ 73.30 146.60 ___ 146.60 - - 102.40 _,_. V�� 0 219 91 ­ _____4____ 1 53, 60 _ 134.91 I .11�_­ IT 46.60 1102.40 51.20 - 72.44 5 1.20 99.71 51.20 - 102.40 51.20 102.40 __24_ 245 - 36 X 55 1/4 __ 44.97 - 5 1.33 44.97 70.65 44.97 75.39 44.97 89.94 ­­­­ - ----- 73.98 89.94 ­­­ - ---- 78.49 : t 89.94 1134.91 - ­ ._._._____­_­______ 117,73 134.91 117.73 25 35.57 35.57 39.24 48.96 39-24 . . 33.54 52.24 . "', . ..... � ------- 34.05 , L, L 39.24 ­­_­­- 117.73 __ __ 78.49 - 23.19 123.19 - 31.91 , ­ 31.91 - - 33.54 48.22- 67.09 100.64 67.09 100.64 100.64 27 , 36 X 83 1 4.21 . I 14.21 19.56 1 9.56 20.88 - ---- 20.88 - - 29.5L'6-'--'- ' '. 29.56 . I 56,21 - 68.83 56.21 84.32 - 84.32 ______ - zwz� - _ - - ­ 32 52 1/8 X 25 114.92 229.84 114.92 2 29-84 " 4.92 _ 114.92 229.84 229.84 344.77 - 229.54 1 - 344.77 344.77 33 52 1/8 X 37 3/8 59.01 1 18.02 59.01 118.02 -.229.84- 59.01 118.02 59.01 118.02 118.02 _ 177.03 - 116.02 . �770' 3 177.03 34 52 1 /8 X 49 5/8 39.25 _ 55.54 39.25 __ _L 76.45 39.25 -1-39-25 78.51 ­ 78.5 1 68.05 78.51 - - ­­1 .__ 68.05 117.76 -.-.---- 102.07 78.51 --.--.-- 68.05 117.76 . . ­_ __ 102.07 117.76 _____ - _­ 102.07 - 345 52 1/8 X 55 1/434.02 38.84 34,02 53.4-5,.- 34.02 57,04 --134.02 35 I 52 1/8 X 62 ,26-59 .26.59 __ 129.3 3 36.60 39-05 29.33 .55.30 58.67 - 88.00 __1 58.67 88.00 88.00 .29.33 - - 36 1 52 1/8 X 71 1 1 T.1 3 17.13 - -123.57 23.57 24.78 25.t 5 24.78 135.62 [�,9_5r. 74.34 49.56 7434 74 34 1 __1Y__ . ' _ '4*j"` - ___ 1.59 .06' _' J50.27 41.06 "_ - __J�6�159 37 1 52 1/8 X 83 110.38 _1 10.38 114.29 114.29 15.25 15.25 141 ' �� 1.59 _ _. ­­__�q..5.3 NOTES; A) MJMBER OF AKFQRS NOTED ARE FOR 08 WOOD SCREWS INTO WOOD FRAM#MG D Q INTERNATIONAL, INC REOUIRED AT EACH END USING 1 1/8- EMBEDMENT, FLORIDA EXTRUDEI%-) 2540 JEWETT LANE 8) PRESSURES GNEM IN PSF ARE POR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THOS ULTIMATE LOAD IS BASED ON 1.5 X OESGN PRESSURE PER 1707.4.5.4. USE THE SANFQaD, FLORIjQA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPAIRISION TO THIS CHART. TITLE: DES I GN PRESSURE CAPACITIES FIN C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDI'VIDUAL VANDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR S -- SER. 1000 & 1500 THE LOAP RATING OF THE MULLION PER THIS DRAWTNC. WHEN CHOISING A MULLION, FXr,FFfl TMF WINr)OW/r,IA5S DFSKN PRF!q1;tiRF. THFRFRy rAuiwc, THF wiNmw/mAss DRAWN By. JBH [ APPROVED BY: WAD - DESIGN PRESSURE TO GOVERN. I iDATF-(­i/I7/()4 JSCALE�FULI_ IDWG: I VMF 1 N PG 2 1000 P.W./DESIGNER - 1000 P ' W /DESIGNl7Q TYPICAL MULLION TO CONCRETE 0 JAMB FSILL (TYP) SILL (TYR) (APPLIES TO JAMI,3 WHERE I" X 4" ,zZ3-n OETAIL & 2" X 4" TUBE MULLIONS ARE USED) , i I - No X 3/4 SELF 1 9 /-*TAPPING ENS TAPPING SMS I 11 L // CONCR OY . L_ - - "I" , ! I X 2 X Life I - I X 2 X 3/9 - --- ,,.,-INSTALLATION ANCHOR 3/lf,* DIA I TUBE MULLION TAPPER SCREW ANCHOR 00) F-01 - � EXTERNAL MLLLION SEALANT BETWEIF.M / r 6 j TUBE MULLION -77 ,�,­ WINDOW F'LANGES-- WOOD INSTALLATION CLIP & MULLION - I . - I I . . r I - I N 1, 1, I � '�' I � - ____ ----. r- , .. � \ I � __i�� SEALANT BETWEEN � fi WINDOW Fl AW,FS __1 S MULLION \- 1000 S.H. TAPPING SHE \ - l000 S.H TAPPIW, SHE - 1000 P.W./DESIGNLR I - MULLION HEAD (TYP.) HEAD (TYP.) . SEALANT BETWEEN f SILL (TYP.> I INDOW FLAN'jES SECTION A -A (1) SEQTION A -A �2) IL MULLION i , � W r- 100C RW./DCSIGNIEP r-1000 P.W./DESIGNER /_ TAPPING EMS � iSILL (TYP.) SILL (TYP) �i ,- e X 4 X 3/e � 480 X J/4 SLLi OU X J/4 SL0 -- TUBE MULLION ,� �i TAPPING EMS TAPPING SHE 14F �r-,Y�l / r\--j I Y 2 7/16 X 1/6 a 7/[G 1 3111 �,� F ----..-.,-- � �F_1119 SCALANT WTV I � M \ q WNDOV FLANGE ,\ I : ­ - - \V_ - SEALANT BETWEEN ; /'- IX & KULLICh \ I _____1 . r---JO­q /, TUBE MULLION "W"I // TUBE MUI LION EE N / 11 , I � L 1 1/4' MIN A " I \ � WINDOW FLANGES A I I I ------- I& MULLION � A 11 __ L ______j ., 11 , I - , I 1�_b _j_1j__ i _� 2LI-A L'__2 -\ ' L 0 - 4 \ \ I � , ff'0/ A� � - I � 11 . I \ � \\-- , B X 314 SELF , \ : �_' go X 3/4 SELF 17 I ..".. ____ \_ 1000 S,H. TAPPING SHE \.- 1000 S.H. TAPPING EMS � \- 08 X Z/4 SELF \ -J 11 I A I I HEAD (TYP.) HEAD (TYP', \ TAPPING SmS I \_ - A (7) 1 ! SEALANT BETWEEN .SECTION A -A (3) 5FQ A I I I WINDOW FLANGES .,T!QN -A (4 1000 S.H. SECTION A 7 & MULLION HEAD (TYP) I I % r- 1000 P'V./DF-SIGNER SEALANT BETWCEN - loco P.W./DESIGNER . I L�1_1111 SILL (TYP.) WINDOW FLANGES -, SILL (TYP.) 1. I /-It L MULLION e Vloyne A. elock. P-E. ELEVATIO TAPPING SmS /_ TAPPING SMS � , P L / - I X 4 X 1/8 T ��' � I X 4 X 3/ VIEWED FROM EXTERIOR 8 Clermoot, FL 34711 �91 //' IUBL MULLIUN / TUBE MULL'.ON[ FL L;cense No. 521553 1 S INTERNATIONAL, INC. . - - _7 FLORIDA EXTRUDER 2540 JEWETT LANE \ I I SANFORD, FLORIDA I i - \ F-1--i - , I . I ,I; � __ iITLE-S�,T __j ,__� I -1 ( - �� � ", �. , � . _C �, , � I .. , - - � I \\_ \ � I -1 z SEE OTHER SIDE ',SHEET 2 OF ?) FFIR ��, \_ .. I 4� � "83 . - \_ tOOO S.H. TAPPING EMS \_ 1000 S.H TAPPING SHE 1� I t im. .� . 1z, OnQl' , MCAD (TYP.) HEAD (TYP.) � ,­ . __ __ __ - , I . - � , I \ , �,�_ �F , ,DRAWN BY:M.SH I APPROVED BY: WAD ------- SECTION L::- � O (Q I . "NA1. " - IDATE:6/17/04 JSCALE:NTS IDWG.: I HMF� G . SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE ----. - WINDOW TIP -TO -TIP SIZE CAPACITY TUBE MULL 2 ANCHORS SECT. A-A(I) CAPACITY - TUBE MULL 4 ANCHORS IECT. A-A(t) CAPACITY XZX3/8 TUBE MULL 2 ANCHORS SECT. A-A(2) CAPACITY 1 X2X3/8 TUBE MULL SECT. A -Al CAPAdTY_ IX2 7/16Xl/8 TUBE MULL 2 ANCHORS SECT. A-A(3) CAPACITY IX2 7/16XI/8 TUBE MULL 4 ANCHORS SECT. A-A(3) -C-APA I A I iX2 7/16X3/8 '=72 / ,E .6.3'8'X TUBE MULL AN MULL 'MO." 2 ANCHORS SECT, A-A(4) CA A I Y CAPACITY 7 6X.5/6 / "X'15 T' . AN M TUBE MULL JBE I ' ULL A ANCHORS 'No S SECT. A- % CAPACITY 1X4X1/8 TUBE MULL N SECT. A-A(5) CAPA ITY 1X4X TUBE MULL 6 ANCHORS I SECT. A-A(5) APA Y TUBE MULL 4 ANCHORS SECT. A -A($) C __ X4X3/8 TUBE MULL 1 6 ANCHORS I SECT, A-A(6 CAP CiT 2X4X3/8 TUBE MULL 6 ANCHORS I SECT. A-A(7) ___ .- 12 19 1/8 X 26 336.52 732.42 336.52 692.83 336.52 732.42 336.52 732.42 791.81 � - 1187.72 __­ I __ ­ 791.81 1187.72 1740.20 . 1187.72 13 �, 9 I /a X 35 3/1] 209.72 .317.66 - 209.72 429.55 209.72 456.46 209.72 456.46 493.47 740.20 493.47 740.20 14 i9 1/8 X So 5/8 i31.23 I L-31.23 152.75 1177.46 152.75 1193.92 ­­­_ 152.75 - 271.83 .359.41 539.12 - 359.41 .-----.------ 539.12 539.1 2 1 94-13 94.13 ,_. 127.29 127.29 135.81 1139.09 --T97.48 135.81 194.97 319.55 460.17 319.55 479.33 - 479,33 15 i9 1/8 X 63 65.97 65.97 89.21 a9.21 97.48 119.85 - - 136.64 ...--.-.--, 90.09 282.02 _ _7 - -I..----- - -_ I-,- 12i2.62 423.03 __ --.-,--- I i 212.62 282.02 423.03 423.03 _____ - 16 19 1/8 X 72 43.49 43.49 58.8 1 58.81 I 64.27 64.27 90.09 -,---.,. 296.98 __ 296.98 i � ,365.75 _ 17 19 1/8 X 84 - 26.96 36.45 36.45 - - 39.83 it 3 9 � ,93 55.84 55.84 131.79 131-79 . 184�08_ 184,08 1294,03 ___ 927.78 1H2 1 26 1/2 X 26 ___ - 262,87 -26.96 ­-1. ­ -- 572.13 _____ 262.87 ,- - 541.20 262,87 572.13 262.87 572.13 . 618.52 1 927.78 615.52 927.78 IH3 26 1/2 X 38 3/8 157.93 239.21 - 1-57.93 323.48 157.93 343.74 I 57.93- 343.74 37 1.61 557.41 371.61 557.41 557.41 IH4 26 1/2 X 50 5/8 97.25 97.25 113.20 131.51 113.20 143.71 113.20 __ - 100.17 20 1.45 __________1__.____ 1143.81 266.35_ ___ 1 t : 235.70 399.53 _____ ______,__,____.___ 266.35 235.70 .53 - 399.53 11145 26 1/2 X 56 I/ 69.42, 69,43 93.80 93.59 100.17 __ 102.59 - ___ 1339.42 353.55 35 "'55 11-15 26 1/2 X 53 48.44 48.44 65.51 65.51 71.58 7 1.58 58.01 100.34 I 1207.10 236.83 20.10 - - 310.65 _ ___ ,310.65 - '_­ H6 26 1/2 X 72 31.79 31.79 4 ' 2.99 42-99 46.98 46.98 165.86 65.86 1155.44 155.44 1217.11 217.11 267.38 -1 IH7_ 26 1/2 X 84 19.62 19.62 2 '6.53 26.53 28.99 28.99 __ 40.64 40,64 195.93 95.93 133.99 133,99 __ 1214.02'" - 22 216.75 471.75 216.75 471.75 216.75 471.75 ___ __ 266.00 - 216.75 - ____1 P � 471.75 - 51 0 765 510 765 .-..- 765 - ___ __ . __.. 431.36 23 37 X 38 3/8 1 22.22 _ 185.12 .1-1- 122.22 -.-.-.-.-- -----­­­--- 250.32 122-22 122.22 __ 1266.00 - ___ 287.57 ___ 431.36 287.57 - 431,36 24 73.34 _ 73.34 a 85.36 99.17 85.36 I 108,37 185.36 1 151.91 200.86 301.29 ­ .200.86 30 1.29 - 1301.29 245 37 X 56 1/4 51.97 5i.97 70-28 70.28 �74.98 76.79 174.98 107.65- __ 176.43 254.07 1 176.43 264.64 ; i 264.64 25 3f 0.70 48.70 53.2 1 5 .21 65,43 i 74.59 1 53.96___ 76.06 P 1 I 53.96 : 230.9 4 it 230.94 - 26 37 X 72 23.47 1 23.47 31.74 __ i 31.74 34.69 _ 34.69 1 -4- 8-6-2 ____ : - ---- - ----".---- _48­62 ' 114�76 _1 ---------- 114.76 ..----,--.-.,i 131.61 I - ! 160.30 197.41 - 27 1 4.39 ___.____.___..... 14.39 19.46 __ 19.46 __ 21.26 2 1.26 __ . . 129.81 - - ­ - �29*.Bl w� __ 70.36 - - _­­_ - -1 - _ _ 70.36 ­_ _.­­ - __ ga.27 I- -­ ---- --- 198.27 - 156.97 1 32 53 1/8 X 26 191.61 417.04 191.61 394.49 . __ 201.51 - 1 1.61 --- ­­ - _j 8-� �m �:5.45 417.04 __ 191.61 417.04 450,85 6T 676.28 676.28 __ __ , 347.25 ___ - 23 1.01 - - - __ 33 53 1 /B X 38 3/8 98.38 149-02 98.38 - .__­____­ 214.14 ­ 9&38 - 214.14 _ - _ 231.50 - 347. 25 I I '231.50 I _______­,__, i 347.25 ­ '*-----------"- 231,01 34 345 53 1 /8 X 50 5/8 53 1 /8 X 56 1/4 56,23 - 39.32 -56,23 .32 - _ 65.45 ,_ , _ 76,04 . ... . .... ___ � ___ - � 83,09 __ ___ -.- _ 65.45 _____ _ 116.47 --.-- ____ 154.00 _.... ,. . 231.01 1154.00 . � 53.17 53.17 __ 36.40 . 56.73 58.10 56.73 81.44 133.48 192.22 1133.48 i 200.23 ,200.23 35 53 11/8 X 63 26.92 26.92 36.40 39.78 139.78 - 48.9 1 __ 115.08 13 1.60 115.08 1172 i 1 63 172.63 . /8 X 72 1 7.34 17.34 I 23.45 23.45 25.62 125.62 35.92 - - 184.77 - 97.21 ­­ 37 _L 53 1 /a _X 84 _ 10.51 10.51 114.21___ 14.21_ _ 1155.5533 [15.5.3 1. 21.77 , 121.717. . NOTES. A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED AT EACH END USING I IJ4' EMBEDMENT. 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MLXUON DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.541. USE THE OKNING'S DE54N PRESSURE WITHOUT INCREASE FOR COMPARISON TO THIS CHART. . . C) THE MULLED WINDOW ASSEMBILY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM EI-30C GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WLNDOW/CLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. __ _1.11_8.,�_I_ __1.45.82 151.39 _ J51.39 71.78 71.78 120-81 INTERNATIONAL. INC' FLORIDA EXTRUDERS 2540 JEWETT LANE SANFORD. _LLOUja TITLE: DF S I GN PRESSURE CAPACITIE , DRAWN i3y JBH APPROVED BY: WAD - __77 _F L I I , . [DATF- 671 /ff�7 .SCiCC-'f� lj___ __[Di(_;__ ­V__ - _­P___ - __ 561111121111MIL DANSCO 1: ENGINEERING, LLC ii P.O. BOX 3400 Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee�ng.com CA 25948 III Q CD In 0! Lu z I.- 0:n 5? " En _1 4 � g v , 0 8 118D -1 < ED %D q- 0- t.j . z ic� X: �2 m 2 �< 0 _j DO LL I w = in w ff� 4 < E CIL CID z z z Lu 3.. 9 _j . w z 0 C:) mi - %D 11ii- F- LLJ U Lu =) m: C) (/) __j 0 < W > CL UJ 0 (/) w < CL ca < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT AL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRA"NG ONLY. 02007-THESE DRAININGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LILC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - REVISION: DATE DESCRIPTION _ - I VERSION NO. tS. ,'&�- 4y, *Ok.*�,,'V%4�ET TITLE: A'o. , . k .0 I . 4 - 'k ,_�t QOO I .A %R U DERS .1 ,,�wj , WS \� 1� -%,� " , .1 I �)�, " , - I SHEET IN R JOB NO.: I , I DATE ISSUE : . DRAWN BY: D REVIEWED BY: T 1.3- .WD 00 T_ * (9 z 0 -.11 Z) m 00 Ir- 0 N I N LO I 0 CY) T_ LO T_ lq���, , a I�N , , ;� , 0 CL P kit A i> 0 J> SECTWN 13 0 BABEOMNr NOTM, M A Dow 1�muffk OADO)AM I ANCHORS EVENLY PACED 7 a An SECTION A -A TO COMPLY WITH THE M FLORIDA WILDING CODE L GK-" 06 0110346 ALUWM-PA Of INSTALLATION ANCHORS USING LOAD NAPW SIMS MAX ig*� USE SMUS WHM SPAM GREATER THAN VWIS AMOUNT. WOHIM MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A LAN EMBEDMENT FOAiAWDOI WONRY IF tw%k CONCRETE SCRIEVIN, WINKS' FROM EACHCOMIER. 2r LOCAAMOL A LATEK CAULK APPLICATION OF LATEX CAULK MUST COMPLY WIN XAVADWTK)W It WATERIAL, SMALL BE PLACED MTV4M ALL OMBMM METALS TO M IT US= IN ANCHOR CHMT. USE THE NEXT SM I~ AIINDOW FOR ILL AN04M TO K SERLED MTN SMALL JOINT MEWSIALANT 0 MUST K MADE OF ACORROM"RWWAW MATERIAL OR COATIM w­J SUNCOAST DESIGNERS, INC. 9625 DENTON AVE, HUDSON, FL 34W TMA BERES, 1300 ALLUNUM PCYURE WNDOW MTALLATION PISTRUCTPW FOR AVAONRY VATF, 1 SY-%10GD DUCK UVA A awl" fo" NY We phn, r*, =-sp= VINDO I L I LrMAX r VIAX ANCHC= r MAX 1 6"MAX EVENLY SPACED WINDOW V11194 EXTERIOR ELEVATION a. MAX HEAD III. HEICWT WINDOW TT M.kX I "Fz. t 91 MAX I VINMW WITH MERIOR ELEVATION BY q�s V^400FPAW HM GPADE 015111l -A I 2 OF 12 OMBM 3MNBMVAMMLFL34M 006"4d NOTES: (1) THIS PRODUCT 18 DESKINEV 10 COMPLY WITH 2M PLOROA BUILDING CAM. SECTIONS 100, t?07 AND 203. THIS PRODUCT Rgwm "COCAINE DEB" EXY18111INAL PROTECTION AS DFSCRWW MCTON Ift&iA OF THE FLORIDA GULDING DOM VA M I USED IN MMORNE DMM REGIDNIL (3) VsNDON NAIF_ffift: OW345 ALUMNUM+ RKOVATRACHUTOF INSTALLATION ARCHQR9 USING LOW 05^R240 THM jjjVL I a PRESENT Ifir VIA. CONCRETE SCREW ANCHORS; MUST BE OP SUFFIOWT WOTN TO AMWVE A ummmoF I �rarrci wwwocio frost 2)(9"cst wow FaAMmomms; IAN. EMBEDL*Nt OF - 1141 INTO CONCRETE OR MASONRY FOR I I WOOD B" OR A M;N. AT. APPLIED HOLES IN FRNME MSWM NOT ONOWTED FOR OCINCIFICTE MOULD K MLAID WITH #6 WJMVA OF SLIFFICIENT IANGTH T 0 ACHWAAMKIMMEMOCtOF34rtNTOWV=VXX MR SM AROUND WOM OF AuLK OR MWALENT MR P214045 IATI!Xc IN YMS E INSTRUCTIONS 15 ACWTAMUI FOR DESIGN PRESSURES'M 70 PGF P0GrrW AND NE%4TW Ia" -, HI CKNIE 3 6 VAY VAI TV PE R AM M E. i = OL AM CHART R E QUIRINMENTS, SPIM 6 OLAZIND, SNOM114, VORIAMED GLASS ALSO, OU04own, SMART (I 1) ALL OWNAAMN ANCHORS MUST BE MM* OF A CORROSION FINWANT MATERIAL OR COATING. lio)*Mat %LCORINgan AND NLANOMORG TO 0641ALEOWTH $AokLLJOW 5EM .=AtJ.=2=T1" CHARTARESHOWHOINTHIS A174Y 70 ALL CONFOURATIONS. 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MINE iEALEO WT14 SMALL JOINT OEM Qla=ALLATION ANICHORIS MUST N IMAGE OF A CORROSIONI RESISTANT MATIVIIIAL .==rtATf==M I.MCHARrAftESHOWHOWTHIG APPLY TO ALL CONFIGURATIONS. THESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE IJVE OF NOTES ON OMPAVAIM AMALYSIS A ANCHOR eALM"IIOM 11) CAWULKrMBCWJVED"WMIVXM UNII% TWItIPM. OCIIA 1325"I &PAID 00 COMPARAITA AIOALY@W Suit) & SLAM OH0Vr W==:.L nDlVDABULDMCODE. (4) POISTMIR DUMN LOADIS WIND ON COMPAPATIVIE ANALYSIS W &NAX %%TER TM PRIWURJL (5) THE QUANTITY OF APICHORS ARM FOR ISACH 0100. NOT TOTAL QUANTITY MAX Whom AT HUD OR 4ILL CORN" Is or. MAX.SPAC44ArJAURCOMMISr MAX OPACWOACIUMAVMIGW. SUNCOAST DESIGNERS, INC. 9625 DENTON AVE. HUDSON, FL 34687 -W-S-ERWO 130MALUWNLJM PCnM G614ERAL NOTES FOR INSTALLATIO? 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SINGLE OLAND SNCANL SIMULATED OLO= ALSO QUALMIRM S&L MAINERS AM AM AP40HOM TO GE MALISD VWDH SMIALL JOINT SEAM AINICHORS MW ft MIAC% 00; A OOPOVOOM RESISTANT MATERIAL (12) NOT ALL OONFIGURA711DING LOM 010 ANCHOR CKW ARM, SHOWN ON THIS DIRAVANG. HOWEVER, INSTALLATION SECTICHAA &"APPLY TOAL.L OONsimm-now (M 7MM DESMW PW-S$URK AND INSTALLATION INITIVIAWTIONS ALLowNIE USE OF IV ANNEALED GLASS. N OT I IS 00 CO 0 PARATINIS AMftYM 4 AWA M CA L 0"110W' CALCULATIONS DERIVED FROM IVWW UWr, TEST AIRPORT IF CTLA lInSIAM TWWLMWWSW,?rx7r.U$MiWoxo*ANW64=*LAW AND A COWNSCM TESTED UH(T V"W. W z 3P, USING 1/8' 43vinq ANNISA&M CLAIMS. EASED ON OOMPAM7r.6 ANALYSIS (Put) & SLAM CHART OULOM COCO. 0) POSITIVE DESIGN LOADII DAM ON DOWMAYM ANALYSMIS (04 &MAX VATeK IS ST PRGBotxtL (1) THE QkWM OF ANCHOAS ARE FOR EkDH SIDE. HOT TOTAL QUANTIM VAX SPACING AT HEAD OR SILL COMER 0 W. MAX SPArAw AT AM colom 14"r MAX SPACM ACROSS ML40 OR 16 29r. MAX VACNO AII�111041111 JAMES IS 2r. 9626 DENTON AVE. HUDSON, FL 34867 SERIES 13M ALL%MUM PICTURE WNDOW GENERAL NOTES FOR INISTALLATION INISTRUCTIONS (14- ANNEALED GLASS) Awl% pkwmoF- AL IWM WE PM I Z�!_ CrV" "all A 1 12.. 30ri2 [1) THIIIII PRICIDUCT 18 DE40MED M COMKY WIN THE 2004 ft.01100A OMMO COW. Isoc-nams law t7oraeo a" L2B CAS MECrDE USING WAD SEARING W*40M SPACE GREATER TWA 11611' Is PRESENT. SORMANICHM MUST SHE Of SUFFICIENT ��TO AMA SW INTO CONCRETIE OR MNK)"Y FOR I X ERMDMOCr OF I IM INTO SOLID V11000 POR 2 X QUICK Oft W13OID PPIAMW OPISPENOO (GREATER THAN I W TISCIC) tAN45m" NOT 2,01OCNNA 09 SCRM OF L=WNETE ACHIEVE A MK ERWMWW OF SIS' WM IMOOD BOOK LATIDt CAULK ON 15016WALIENT MR PERIMETER MAL AROUND EXTERIOR OF (4) IF EXACT VIANDOW! WE 18 NOT LISTED IN ANCHOR CHART. IM THE NEXT ISM LARGEST VUNXW FOR ANCHOft OIJANTITY. 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FL 34887 vMftSER=WS MMAUJIMINUMIRMTUMVIIIIIINDOW GENERAL NOTES FOR IN , STAUATION INSTRUCTMM (Iffl- TEMPERED GLASS) boom MWA 88MT9M4 W. 12i,104 QMMPLM MON. No, imSte XT.B. --- mm Mai Larnift Gall A 7OF12 FL34M PHO"44"M JCT M ONSIMMO TO COMKY VAIN TIM 200-4 FLORIDA 6UILOWG CODE, I" MR 7�� X; Z,!;� L==.'M= MEMBERS HOT DESIGNATED FOR CIONCRITS ==A= SCIREWS OF 8LWFICENT LEMOTH TO AC$OMEAWN.Mvm=WWCWSWWOVADMODWJCK tATEXCAk%XORDQWAL&ffPORPEPUMEM$tW-ALAPtOL4NDEXTeFtPOROF LIVED IN A1100HOR CKW. USE THE NEXT SUM LARGER A" CHART RROUIRIEMSPIM SON" I I ML COMMAND ALLAAKMM TOM MALMO WITHSWALL JOINT SMAM Qla=AILATION ANCHORS MUST BE MADE OF A CORRMON ASSISTANT MATISMAL "C"' CHART ARE ISHOAN ON T,n APPLY TO ALL CONIFNIUMATIONS. THM 0910006 P$068"10 AND INISTALLATION PM FRICTIONS ALLOW THE USE OF AMPWALIIDG*ASIL MOTO ON COMPAPATW AK&LYSO A ANCHOR CALCULATIOIKS: (1) CALCtOATKMOMVMFPtOMTESMUW.IlMftgPORt$CTLAI&UV�lI g)o UWrrM&'%,7r 72 tW#Iwon)ARMEAtSOOKAM Ii C;10 RINSIND en L :r%= . 1W. Sir. 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VERTICAL MULLION D=GN LOAD CAFAaTMS 1M VIVIXIDW ALUMINUM TUK MULLM CLI25 Will WHIM USED APPROXMAT19 SM OF TL%9 TYPE MVILLION -. 1"z21D=Fz LWVALJA *,T7" WrqUKfX M WvfM IlLaM W_aM IMMM ORMS RL" _3M 1KZ_'MlllIll�X IjjUI1AIIllII�l I 11U, V �� ft�� _J0 fT),k 0 NFL' M 111111lul-l1m 11111111ILL2M Maas 1111111111aam ma"1111 11111111111 --Flo Nuam 1111111111111�3(1111111111 111112L-111111111 NKLM11111111 11111111111112-an lim- mum wan =aa-uslan WE -I= mva W- OW -UM NLMM 111111IL-931111111111 Elam W-MI11111111111 Mim mum ONO= mu-M MEr'k]IIIIIII Kamm 111111111IM111111111111 inu�m 11111111111111as 11111111111=111111111111 1WZ NELME INEUM vlllltr�T OKUM 11111111IL12" 1111111111LIVIIIIIIII Elam ME12M 11111111111um 1111111111103111111111 111111111119DIIIIII 11111111111211M 11111111111[j, = 111111111110111111111111 111111111MM 1111IR-LIJ11111111 1111111111LEM 111111111IMiIIIIIIIII 1111111111IM111111111111 MIUMN MWzM 11111111111111M 111111111LUM 11111111un at-, = 11111119211111111111 11111111tMM 1111111111111-91M 111111111IIE-111111111111 MMM mum Sir., sm 11111119kim 1111111111OLIIIIIIIII 111111111521M OEM= 111111�1111111111 mean Ma2m MINUM, 111111110401111111111 MEMO IKLXM Llla= NOME 111111111111111AIIIIIIIII VKH11111111 111111111111111ILL]IIIIIIII NORM- NOT113. I. This thort appose ONLY nedbol two shadow wiladows. L Read whadsm, wMeh sed kk* in hoiles. 1 Wkdm WM6 an � M X tuds of distrit an Or a dr* sebobw voll, NOT III* avervill whadve IrMth. 41I.CUrtbod", 11 '16twe Inde andlabs sitigile wdb of due NOW on chart. IS a W%k apeolag. L Dodge proem caguMn Mad va Ob chaft we Is PSF. MULLM MTALLATM RT4L=k=M 11. AVA*b =Mm Seloborave oft Suseenst Dodipsars, bee."a wifte iseatiar dp at esith out atmelim L Wood ftoW epobW Asselaw to substraft wkg 012 wool serews of soffichut beglis Its ad&" a asbalwase ombo*mW 9(11 II12"'.(Stachartessucted deal fler qomft ofambm per W dWN of IN essibolossid oft 1/4".0vackertoosecoaddisso fwq "'3daw*mpwmoMmdlp)6 4.Aombwkdmb�ioneSoubgMnW it doe mod sessers ibnoO mnbebnn pre-bbirkated t It v I 4 ....... mat A. SwAh FL ft NIL 33511 Propend by EXCELLIVIlTlNGINIMR111443. 3731 X1114136WOOD UL SARASOTA. FU 342112 I of2 1404 Toba NWV .7 "IV SUNW"T MUGNERS, 114C. QUANTITY OF VrAnMRRS FOR VEMCAL MIJILLION WMGK LOAD C4PACITIES .4-4- .I- I (I)Tbb peadvel IS desipsad to esespy with thalIN4 Florlds Solkving Ce& (2)Moam and assideffistrap material ft been -To Alueshus". (3)AIII Installation authors MUST be natkofs sierraidea, resident mo&t oreeaft Froperial by JEXCUISNT ZNGWUIW4G rn)(11111GSWOODDR. SARASOTA. IFL 34= Merit A. SnWh FL Rs* No, 335 I I 2of2 'NER,%,INC. SUNCOAST DESIG HORIZONTAL, M(JLLK)N DESIGN LOAD CAPACITIVS IVOR EXTRUDED ALUMINUM T(I MULLION (0.12S walf) W11CRE VSEI) APPROXIMATE SIZE OF TUSC TVPE M(ILLION.- I"z21/2"MLP%. I/3"SICIEWALLS&.34"LNOWALIS SIPTWT.F.NMn A1.11NI'M71MI WIN711nWS WHIFRIP TIFF. %YTIYTH ANb FfFIC.14T AuF. qM%VN M ITIT11. CINAIM MMb.> - 1 36.240 53.Oft "000 7LM 1 74.M 110.000 I AL006 96.0111i 1 106pm 120.090 I"W I -- -1 HOLY I%125 I 111111 126.0 101 85.0 t 83.7 6&0 1 49.4 37.1 1 23.1 1913 11.1 RM I I57 14.0 6.9.0 119 IS.6 1 36.3 27.3 32AN 1 147,0 88.0 6S." MAI, 52,5 41.1 30" 23.3 111 I I.$ 6.7 3LM I 144.9 81.0 &I." i2.1 4-7.7 .17.2 27.6 21.41 t�5.4 W.s 6.11 37.00 I-1.0 Sz.0 6LO 51.0 -46.1 .16.4 26.1 20-11 t1q. I 103 5 143.11 79A 43.9 34-' 1.4.0 9.6 143.0 77.0 46,f) 41.0 31-8 3 17.7 12.9 8.8 5.0 -we-" 1414 !15-0 54-9 42.5 38.7 -19.0 21-3 W5 12.0 4.1 143,4� 1437 fflI411 74.0 32.0 40,11 36.5 YO. 3 1 14.43 143,0 To 51A 310� 34.4 X I MIR 1 14A ICA 6.3 143.0 36.7 32.1, 24A 1 12.6 8.9 Nares-, 1. This chart applies ONLV to Saneness Desipers. [cc's shmigium tube awlr*n when used between two stowbum windows. 2. Read w-faidow uldib &ad height In hithes. 3. Window beight us shown on Y issib of v hart are for a Single window unhi NOT the ove ran window assembly bright. 4. Chart In me basked to two window units is a single Opening, design had capacities apply to any number of window units of stm listed on chart, in a Augh opening, & Dedips pressure cape,cithis Listed on ibis chall are he PSF. MULLION INSTALLATIO 1. Attach oafte to substrate oft Sweensist Dieslgavm Inc.'s muglm anchor Op at each end of malbon. L Attacks vertical sovilkes(ifiand) to kerlwntal sualkins oft 111"igaer's mullion ember c0pal top o(wrtkalmwftlL 3. Wood framed openings: Anchor to substrate oft 012 wood screws of makitat Length to addeve: a usivienaes embedment of 1 112". (See, thorl ou."cond sheet for quantity of Incisors per waillon c5p). 4. NiEsisoury giesinfagn; Anchor to substrate using V4" Din. Tapeens ofsaftisial foods tonebim a ininhawns, embsidneent of I i14". (Ses, ebart an owed theet for quality ofeachors, per mallion eW & Attach window hanies to mulles, using #8 self tapplag sbeet metal screws through sannufaturen pmIa"Istedi Installation heks. Prepared by EXCULEN"IF ENGUNEERING Y?38 KINGSWOOD DR. ark A. Smith Ff. Ree- No. 55511 SARASOTA, FL 34132 1012 W 1.2x3-9 Tub,�,Mull-ff SUNCOAff DFMQNER1% INC QUAMM OF FASTENM JIM BORMONTAL MULLION DIMGN LOAD CAPACITMS A 91"L Win Width (1) This product III disclosed is coopy with the 3W Florida, belding (3) Mulka ad anchor draffs molaW he be 600-TS Ablubsum. 0) A*bWaSetbe suefterii MUST be waft of* evrosissamistald vestarAW at S ?"issirsid by EXCXLLZt*T ENGIMMRING 3= KIN"WOOD I& SARASIDTA, n 3432 2 of2 1x2_1-bL14 Tub0611-H DEDANSCO ENGINEERING, U.0 P.O. BOX 3400 Apollo Beach, Floqida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineeOng.com CA 25948 in Uj z t.- 0 M 5? -4 g0 § z-1 ca M 114 0 0 _j 00 F_ LL z ine CIO < z E E z LU -1 . Uj3r z I'D LU LU 0 < > 0 Uj THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAVANG 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. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: VRIDA EXTRUDERS WINI WINDOWS �q. , e P SFMVV TION: TI OB W UE DATE ISS E Y DRAWN BY: REVIEWED BY: H WD 104 co C) CD LO Desilgn . U905 Rearing Wall Rating - 2 H . Noubeaviog, Wall Rabng k 11111ti DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 i O N W 0 r-I � ca z dujMDAl Z POTT W�� W Z O tG II - II- W Uw C)J OQ C> w� V� QCL mCL Q THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VALID FOR 12 W"HS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SIRUCRIRAL PORRON OF THIS DRAWING ONLY. 02007-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 VERSION NO. SHEET TITLE: FIREWALLS SHE II�t�ON: JOB NO.:~�. fOf4��► DATE ISSUED: DRAWN BY: '� REVIEWED BY: FW- 7 00 0 Z m 00 N N M LO T- co T- O N 1 N LO I O M T- LO Jr le 4- 3 rl (,DV- a.-, A 'Pa-kK —( c)Lo r, kavNe:,s