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HomeMy WebLinkAbout6249-6265 Timberly LnR P, F� d h A 214 A - ST. CROIX 214 B - ST. CROIX E P4 P4 ARM LENNAR TAMPA DIVSION 600 N. WESTSHORE BLVD. SUITE 500 Tampa, FL 33609-1140 813-882-4663 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY i of Te! i? s A BUILDING SHALL %C Nfpv .' W Tti A LL APPLICABLE CIT'Y OF ?FP4N" TTLL-S GVP,1NANCV_ ALL APPLIz AL - BUILDING, ELECTRICAL, I31 1L'-Ni3LNG AND EILAND PARK TOWNHOMES 10 UNIT FINISH FLOOR ELEVATION SHALL COMPLY WITH ENGINEERED DESIGN ANDIOR CITY OF ZEPHYRHILLS ORDINANCE. 214 A - ST. CROIX 214 B - ST. CROIX ABBREVIATIONS ABV, ABOVE M.C. MEDICINE CABINET A/C AIR CONDITIONING MFR. MANUFACTURER A ADJ. ADJUSTABLE M MIN. MINIMUM ALT ALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL. METAL AIR AIR RETURN BD. BOARD N.I.C. NOT IN CONTRACT BBLDG BF BI-FOLD (DOOR) BLDG BUILDING N N.T.S. NOT TO SCALE 0/ OVER BLKG BLOCKING BILK BLOCK (CMUs) O.C. ON CENTER BM BM BEAM 0 O.H.C. OVERHEAD CABINET BP BI-PASS (DOOR) BRIG BEARING OPT. OPTIONAL O.S.A. OUTSIDE AIR Ck CENTER LINE t PROPERTY LINE CAB. CABINET P.B. PUSH BUTTON C CLG. CEILING P PED. PEDESTAL CMU CONCRETE MASONRY UNIT PH. PHONE CONC. CONCRETE PLT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR D. DRYER R. RISER DBL. DOUBLE RAD. RADIUS D D.G. DUAL GLAZED R R.A.G. RETURN AIR GRILL DIA. DIAMETER REF. REFRIGERATOR DIM. DIMENSION REF. REFERENCE DISP. DISPOSAL REV. REVERSE DP. DEEP RM. ROOM DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT R/S ROD & SHELF DTL. DETAIL D.W. DISHWASHER EA. EACH S.C. SOLID CORE E ELEV. EQ. ELEVATION EQUAL S.D. SH SMOKE DETECTOR SINGLE HUNG EXH. EXHAUST SH SHELVES EXT. EXTERIOR SHT. SHEET SHTHG. SHEATHING FAU FORCED AIR UNIT SHWR. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR F F.G. FUEL GAS S.LT. SIDE LITE FIN. FINISH SGD SLIDING GLASS DOOR FLR. FLOOR STD. STANDARD FLR. LINE FLOOR LINE S.V. SHEET VINYL FLUOR. FLUORESCENT TEMP. TEMPERED GLASS F.M.C. FLOOR MATERIAL CHANGE THK. THICK FR. DR. FRENCH DOOR T T.O.C. TOP OF CURB FTG. FOOTING T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL G G.F.I. GROUND -FAULT CIRCUIT U.N.O. UNLESS NOTED OTHERWISE INTERRUPTER G.I. GALVANIZED IRON I VLT. VAULTED GL. GLASS \, GYP. BD. GYPSUM BOARD Y I V.P. VAPOR PROOF H.B. HOSE BIBB W. WASHER HH.C. HOLLOW CORE w W/ WITH HDR. HEADER W.C. WATER CLOSET HGT. OR HT. HEIGHT WD. WOOD WDW. WINDOW INSUL. INSULATION I W.H. WATER HEATER INT. INTERIOR W.I. W.I.C. WROUGHT IRON WALK IN CLOSET LAM. LAMINATED L LAV. LAVATORY W.P. WEATHER PROOF LUM. LUMINOUS AREA TABULATION 10 UNIT COMBINED AREA TABULATION 1st FLOOR 7288 S.F. 2nd FLOOR 7382 S.F. TOTAL LIVING 14670 S.F. ENTRY 300 S.F. COVER PATIO 366 S.F. STORAGE 210 S.F. TOTAL SQ. FT. DATE I MASTER REVISIONS 15546 S.F. INDEX OF DRAWINGS ARCHITECTURAL PLANS SHEET NUMBER TITLE OA COVER SHEET 1 A 214 A, B - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS 1 B 214 C - SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS 1 C 214 D - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS 2.1 1st FLOOR MERGED PLAN 2.2 2nd FLOOR MERGED PLAN 3 FRONT & REAR ELEVATION PLAN 4 SIDE ELEVATIONS & ROOF PLAN 5 ELECTRICAL SERVICE PLAN 6A 214 A, B - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS 6B 214 C - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS 6C 214 D - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS STRUCTURAL PLANS SN STRUCTURAL NOTES SN1 STRUCTURAL NOTES S1.0 FOUNDATION PLAN S1.1 MERGE 1st FLOOR STRUCTURAL PLAN S1.2 MERGE 2nd FLOOR STRUCTURAL PLAN S2.1 FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3 STRUCTURAL DETAILS S4 STRUCTURAL DETAILS S5 TRUSS BRACING DETAILS AND NOTES S6 TYPICAL 2-STORY SECTIONS & DETAILS STAIRS STAIR DETAILS RD 1.0 CERTAIN TEED ROOFING & OFF RIDGE VENT DETAILS RD 1.1 CERTAIN TEED ROOFING DETAILS DD1.0 MASONITE WD1.0 FLORIDA EXTRUDERS WINDOWS WD1.1 FLORIDA EXTRUDERS WINDOWS WD1.2 FLORIDA EXTRUDERS WINDOWS WD1.3 FLORIDA EXTRUDERS WINDOWS WD1.4 FLORIDA EXTRUDERS WINDOWS FW-1. FIREWALL PA 1.0 FLORIDA PRODUCT APPROVAL DANSCO 13E ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 o 0 Ln Ly w 0 14 �, Q �i fM Z amIT M � ao�"P ZWE w�~ W z o 0 w U U 017 Z o Z [� O Q ® U Z cr> Q 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=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. O 200B 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. 1.00110.10.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: � C SWEET TITLE: COVER SHEET SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH OA K`J 0 z J C N N LO I Q co V ) T_ ------------- �— b / / / / MINIMUM HEADROOM s -A OR (2) SLOPED PLANE LW ADJOINING TREAD NOSING FROM FLOOR a / SURFACE OF / LANDING / FOR SI: 1 INCH = 25A mm, I FOOT = 304.5 mm. MINIMUM 14EADRCCM FOR V.- 1 INCH = 25A mm. CONVENTIONAL 5T,41 RW,4 T' EACH FIGHT REGULATED ON ITS OUN DIFFERENCE BETWEEN GREATEST AND SMALLEST ul TREAD DEPTH WITHIN A = FLIGHT OF STAIRS IS LIMITED TO 3/6'. 0 DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR 51: 1 INCH = 25.4 mm. ST,41R TOLERANCE & 6-Oxb-B SGD 6-4'1`1.0. 1e 8'-O'x 3'-0' PATIO CON. PAD ,REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' 6'-11/2' 9'-41/4' 10'-6 3/4' 2nd FP. I 2x6 CONY. FRAMING 0 1jRR 2x6 P.T. LEDGER ? S I O/C W/ USP WUS26W/ i/4'0 x 2 3/4'a I HANGER AT EACH ENDTAPCONS s IVO/Ca /= i 9 3/4'//RS s 1 I/1'EACH PLUS 1 c a 13/4'!'HALF WALL W/ Ix6� 1 T / DS + 9.15'EACHWOOD GAP (SEE I I / I$IGWT = V-4 3/4' STAIR PAGE FOR 1 / 2 RISERS + 1HANDRAIL INFO) / GREATER TWT TO EXCEED 25' (2)11/2' + 9 4' LANDING NOT TO INCLUDE I' NOSING. lst F.F. STAIR DETAIL - 214 A, B - ST. CROIX SCALE: 1/4' = 1'-0' REFER TO SI-W'STAIR' FOR INFORMATION NOT 5NOI1N B 1A LANDING I f LIVING ROOM UP n u :;t 14�E II N WALL M 14'-2' 3'-8 1/2' I DRAIN PAN, r DRAIN t0 OUT SIDE OF S! UNIT: (ME W.H. $12 FOR I n - LAYOUT) 'L PIRESSURE T.P. RELIEf O — 1/2 BATH m FOYER @ �'-8' ' Ln Lu i p I oo e R c° �n IW " 1 TILE C T. I I� 4 e —_ —_ —_ —_ 9 12' x 12' CL I 1 `r 0 3'-10 8'-41/2' "' 1'-Ill/2 14'-81/2' 1/2 WALL s 3S 1/2' 42' KNEE WALL — — — r� — 1 OPEN'G I u s HJ3. W/COUNTER = WOOD GAP ABOVE 42' AFF. I Ci I FLAT HDR. j p 16' WIDTH N COUNTER ABOVE. N e :L aN I I O YQ LJl �� z a 1A co i O _ M 1 KITCHEN 12' x 12' DINING ROOM oaac. 1 0 1 r 12'-2 1/2' 2'- ' 1'-5 1/2' SEE DETAIL 'A' FOR REAR UNIT T4 REF. N e r CONFIG. 1/2 34 SH (2) 25 SH 3'-01x3'-0' CONC. PAD 10'-4' 4'-10' 1st FLOOR PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = F-0' 5'-4' r =Kllmr m KITCHEN PASS-THRU - ST. CROIX NN SCALE : 1/4' = 1'-0' R SI 2nd FLOOR PLAN - 214 A,B - ST. CROIX SCALE'; : 1/4' Is 1'-0' ulecuC0 DOMESTIC WATER SUPPLY SCALE: RTA PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE = COLD WATER SUPPLY —�—� = HOT WATER SUPPLY NOTE: LICENSED FLU13ER TO VERIFY AND WAS TWE A1141ORITY TO CHANGE AS NEEDED. LA1 A BUIL WAL TO SEW[ SYSTCIVI J i �4"VTR 2" SANITARY WASTE RISER DIAGRAM SCALE: RTS. FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB I E&UPU41MILAR FIXED ITEM. EACH BEDROOM MUST NAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR 2. 4WCWERIOR ANGLED WALLS ARE AT 45• U. N. O. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. 4. EAISWW0eid'1M(VWM"4RIAt0ff TO BE 5lQWWA%WR Le VAa(T ICE, THE DESIGNER 5. Y �qA D RESPONSIBLE. INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.R.C. LOCATE 50 AS TO BE ACCESSIBLE. DIMEN51ON CONVENTION OVERALL d EXTERIOR OPENING RRMNOMIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 3 1/2' FRAME WALL UN.O. AREA TABULATION UNIT ST. CROIX 1st FLOOR LIVING 691 S.F. 2nd FLOOR LIVING (O80 SF. TOTAL LIVING 1311 SF. ENTRY 21 SF. GARAGE 0 SF. TOTAL SQ. FT. 13T 5F. DANSCO 33E 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 CD Ln Lu C) 0 .� Ln jC:1TO in z .It m,nAs M � 00 a~0 i°D zInE00Z W WW3F- z o CD w U :�j v) 0 U _ V) �CC >Z > � G 0 Z 5 � 0 L Q � Z cn Q� U J_ V) L1J 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 Rwl 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 OFTHIS DRAWINGONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O 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 Ej THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: /1 JUL 0 SHEET TITLE: INDIVIDUAL UNIT 214 A,B - ST. CROIX SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH lA N Z J_ D m cei N CV LO C) co T- ui i i � z MINIMiUM cA HEADROOM OR (2) u SLOPED PLANE w ADJOINING ' n TREAD NOSING FROM FLOOR d SURFACE OF LANDING i FOR 51: 1 INCH = 25.4 mm, I FOOT = 3048 mm. M IN I1„IU1 l HE,ADiROO„I w tD FOR 51: 1 INCH = 25A mm. CONVENTIONAL 5T,AI`IRWA�I- EAC4 FLIG4T REGULATED ON ITS OUN DIFFERENCE BETWEEN GREATEST AND SMALLEST UJI TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/6'. DIFFERENCE BETWEEN HIGHEST AND jLr=r=LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR SI: 1 INCH = 25A mm. STAIR TOLERANCES 2 RISERS + 1 TREAD 114 GREATER THAN 24' 4 NOT TO EXCEED B' (2)1 1/2' + 9 3/4' = 24 3/4' T-8 3/4' NOT TO INCLUDE I' NOSING. 4'-0 3/4' 14 RISERS f 11/1' EACH PLUS I RISER 9 13/4' 14 TREADS 0 9 3/4' EACH TOTAL HEIGHT = 9'-4 3/4' 2nd FP. � I � - r I (3)1x12 SYK SPACED LANDING ` EVENLY W1 C04TWION ADHESIVE PL200 4 2-16d LANDI 3/ ' TOE NAILS AT EACH END M t42'14ALF L2x12 P.T. W/ T `O a WALL W/ Ixb I/4'x2 3/4' = 1 WOOD CAP (SEE STAIR TAPCONS PAGE FOR HANDRAIL AT IV C.C. Imo.) 3' 8' 5-61/4' 9'-41/4' STAIR DETAIL - 214 C - SIESTA KEY SCALE: 1/4' = 1'-0' REFER TO SLEET 'STAIR' FOR INFORMATION NOT SHOWN 4'-0' 2'-6' OPENING 3'-III/2' I OVERHEAD -� - ------ ----- CABINETS -I-- - - - - - - -====�1 I II I II ----------- II I II II � II II KITG�EN i l KITCHEN PASS-THRU - SIESTA KEY SCALE:: 1/4' = 1'-0' ---------------- I 2x4 WALL COVERED PATIO STOP, -0' 3'-I0' S'-4' M. O. H.B 5-Ox6-8 SGD ' I 001 D.W. ; I p I SINK I W/ DISP _ g KITCHEN f c T. O I REF. n L--------- - - - - - — — — — — — 0 u 4'-4' I 1/2 WALL 9 31B 1/2' W/COUNTER I to ABOVE 9 42' AFF, 16' WIDTH COUNTER ABOVE. - I DINING ROOM 4'-3' 0 -4 1/2' Y-Il 5/5' DRAIN PAN, DRAIN TO OUT 4' ARCH I SIDE OF UNIT. SPRING 6'-8' (SEE SI.0 FOR FPED, TO 1'-4' LAYOUT) UNDER Tom' 1/2 BATH I - STAIRS tlLy CPT. 1 51/2 r 1 W.H. a l I� u I I I T.P. 2'-1 1/2' S' 0� 4' ARCH, I I RELIEFORE SPRING 6'-6' - LANDING UP TO 1'-4' Z, A 1B 5'-0 3/4' HALF I WALL I I I n M o I LIVING ROOM I I U FOYER (2) 25 SH * EGRESS d Ln I ENTRY - s .. 25 SH * EGRESS 2'-13' 5'-8. 1 st FLOOR PLAN - 214 C - SIESTA KEY SCALE : 1/4' = 1'-0' 14'-V (2) 25 SH * EGRESS I I I I � I I OOM 2 a i a BEDR ' I I I I I I T-9' I I 2-6x6-8 I e STUDY z N I I I� o e II(L� DRYER VENT I 1 (SEE NOTES) I HANSEN II'D LL 5'-10' BOX 1'-I1, 1 3'-II 1/2' A/C CHASE - I LILL DRYER 5-0x6-8 BF Iz � T B. u• I,-- m 0 BAT48, BASErL VAITY LA L--W J LILL)WC• +T T.P. I I I �m I LANDINGIQ LDC c r � M 3'4' 3' 10Y-2 1/2' Y-II 1/2' A/R LANDING I I } I I > ' BASE o ® tvANNITY ' 61 (00 V M.C.-6x6-8 � 0 �io M. BATHILE $� 10'-61/2' I A/C CHASE Z I MASTER SUITE I al e � I , � m 2'- 1/2' II'-111/2' - I � I I - I I I I I 24/5 SH a I I 25 SH * EGRESS 2'-11' 3'-0' 2'-8' 2nd FLOOR PLAN - 214 C - SIESTA KEY SCALE : 1/4' = 1'-0' TUB WC mu WASHE��1 R I I TUB J I y LAV. 1/2' 1 +. ....1/2" 3 KIT. TO 1" WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND = VENT LINE = SANITARY WASTE LINE = COLD WATER SUPPLY HOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND 446 THE AUTHORITY TO CHANGE A$ NEEDED. SANITARY WASTE RISER DIAGRAM SCALE: N.TS. FLOOR PLAN NOTES L WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. L EGRESS NOTE: 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 !EIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL Not RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EAC4 DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ N FPA10 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION MI5013 FRG. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL UN.O. AREA TABULATION UNIT SIESTA KEY Ist FLOOR LIVING 164 SF, 2nd FLOOR LIVING 1-11 SF, TOTAL LIVING 1531 5F. ENTRY 45 S.F. COVERED PATIO (69 SF. STORAGE 16 SF. TOTAL SQ. FT. 1663 5F. 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 CD Ln w 0 o>�m zQmA� M O 00 OP LLIh ao Z 00 za w E W U-I z o 0 Lu U L � O U V)` >Z O Z 0 C � U Z t) Q U C/) 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 =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER. WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2D08-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAITTHORILED 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 ENGINEER SEAL: rJUL A goo` SHEET TITLE: INDIVIDUAL UNIT 214 C - SIESTA KEY SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH I B CV 4t 0 Z J_ D m cyi N I N Ln O r r .iiliI1911I,1 ,MCa I ;;I I 1 1 1 -1-1— —H I I I I --7FF-- 1 � I— u/ / Z - _ - - / MINIMUM cO HEADROOM OR (2) SLOPED PLANE ADJOINING ' a TREAD NOSING / (1) FROM FLOOR a / SURFACE OF i LANDING / FOR $I. 1 INCH = 25.4 mm, i FOOT = 304.8 mm. MINIMUM 1 EAF—)R00M 0 FOR 51: 1 INCH = 25.4 mm. CONVENTIONAL ST,4 I RW,4 T- EACH FLIG 4T REGULATED ON ITS OIIN DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/5'. DIFFERENCE BETWEEN HIGHEST AND irFLOU.TRI$ERSUJITWIN,4FLIGPTOr- STAIRS ESIS LIMITED TO 3/6'. FOR 51: 1 INCH = 25A mm. STAIR TOLERANCES 1'-6' 9' Y-3' 3'-6' 3/4' PLYWOOD OVER 2x6 FRAMING 111/(2)10d I � 42' HALF EA END, NVaC I WALL W/ I x 6 WOOD CAP TOP OF A/C PLAT-ORM cl 2nd FF. I I I III GIRDER FRAMED 104EEW4LL TO SUPPORT A/C HOUBEYOND PLATEFORM (5N DASHED) ILANDING LAND2 RISERS + 1 TREAD = i 3/4 I GREATER THAN 24' 4 NOT TO s EXCEED 25 g r , (2)11/1' + 9 3/4' = 24 3/4' a 2x12 P.T. W/ 1/4' x NOT TO INCLUDE I' NOSING. 1 = 2 3/4' TAPCONS 14 RISERS a 11/1' EACH 1 AT IV O.C. PLUS I RISER 613/4' 1 42' HALF (3) 2 x 12 SYM 14 TREADS e 9.15' EACH WALL V I x 6 SPACE EVENLY W/ TOTAL HEIGHT = V-4 3/4'15t FF. / WOOD CAP CONSTRUCTION T-3 3/4' 3'-6' ADHESIVE PL200 4 1-16d TOE NAILS 10-9 3/4' AT EACH END STAIR DETAIL - 214 D - MARTINIQUE SCALE: 1/4' = I'-0' REFER TO %EET'STAIR' FOR IWORMATION NOT SHOWN 5-2- I.-a, OPENING I OVERHEAD — — — — — — — — CABINETS -I--------====� I II I II ----------- II I II II � II II II II KITCHEN II II KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4' = 1'-0' 14'-6' 3'-0' CONC. PAD I (2) 25 SH (0T* EGRESS I I I STOR COVER PATIO BEDROOM 2 6-0x6-8 SGD H$ _ N I I T-8 1/2' T-8 1/2' (o'-4' M.O. 2'-9' `—r 2'-5' I I I LIVING ROOM I I a I I DRYER VENT (SEE NOTES) 4'-(o 1/2' I PED. SINK 4' ARCH, Li W.G. SPRING 6'-8' TO 1'-4' V T.P. 0 DRYER I G , IE HANSEN 0 BOX ,n 1/2 BATH SNE -mw: T.S. 4' ARCH, -= A SPRING 6'43' UP I I i TO 1'-4' y�`}I;��;� I I i I 7 I 4'-101/2' L NI j I HALF PRESSU DRAIN PAN, I WALL RELIEF DRAIN TO OUT SIDE OF UNIT. DINING ROOM (SEE 51.0 OR LAYOUT)I � <v 1/2 WALL 19 313 1/2' W/GOUNTE ABOVE is 42' A.F.F. B - 16' WIDTH COUNTER ABOVE. 1B 4'-0' 10'-6 Kf TC4�EN uu I n I CPT. I I TILE BRKFST I 0x6-8 E3 j I OPENING z °n I FLAT HEADER (P -5' SINK W/ DISP 10 O 1 o L 33 SW 'Q ENTRY I � , v, FOYER M 25 SN 16'XI6'X24' HIGH SQUARE 3'-1' 4'-8' 4'-2' COLUMN BASE W/ 12' ROUND PILASTER lst FLOOR PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 1'-0' ►� _ • ;4 v N 1'-3- 5'-8 1/2' Im �a I m;rm IN 5/6H T T u1-6X6 Q W.G. e m M LE 30' BASE '- `^ O M VANITYlu BATE 4 T S — < I I II lu IIlu I LO N i i"0 FLEX SPACE FIELD 110 122 X36'I 119 L MIN. A I I II 4'-10 3/4' M I 5'-I11/4' I HALF DO INLANDING I m M Cq WALL 3'-0 la Y-4' �^ --4 -E 1/2 — A/R J #VAC — — — / LANDING 1c rA �, "' I I �^ 2-6x6- T o M.C. AV a W.C. � 45' BASE CPT,TI E �' o s VANITY m LILL Q 4N +- �; M. BATH T.BN I �+ R/S cil— — — — — — — — — — — — — M O �' 6-0x6-8 BF "' V-2 1/2' '-1 1/2' Y-8' 10'-10' A/C C14ASE zt I I MASTER SUITE e � I I 24/5 SH *EGRESS 2'-1' 3'-1' T-II' 5'-11, 5'-8' _ 8'-10, 2nd FLOOR PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 1'-0' LAV. I I TUB I WC I LAV. 112" 112" /�'� i' LAV. TUBwe I1 I I 0,,. WASHER I I KIT. H.W.H. 1/2" 5e% 1l2" 1/2 TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND ------------- = VENT LINE: = SANITARY WASTE: LINE = COLD WATER SUPPLY "V — "V —"' = NOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO - CHANGE AS NEEDED. - - - J�4" VTR I I I I I I I J�4" VTR I 1 BUILDING "" WALL2" TO 4" SEWER I SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: RT,S. FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I. EGRESS NOTE: EACH BEDROOM MUST 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 ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 46. 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 TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EOUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPA10 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 FRC. LOCATE SO AS TO BE ACCESSIBLE. pIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMEN510N FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 6' NOMINAL BLOCK 31/2' FRAME WALL UND. AREA TABULATION UNIT MARTINIQUE 1st FLOOR LIVING 154 SF. 2nd FLOOR LIVING 111 SF. TOTAL LIVING 1531 S.F. ENTRY 45 SF, COVERED PATIO 69 SF. STORAGE 18 SF. 70TAL SQ. 1663 SF. DANSCO ]DIE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 i 0 o Lm w z H o�V p j o+ z CL M 0 Q0LL� 00 z Ine~ 0' zv) E w E ui W z o 0 uj O U _ V) V<< >Z > � L 0 Z p Q < I 0 f Z 1 Q C/) 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 = ±0.1 8) 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. 0 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 20DB-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 f�-<' IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I JUL 0 3 ZOOS SHEET TITLE: INDIVIDUAL UNIT 214 D - MARTINIQUE SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH I C d i.l I�'A d1i tilhiliIIJIMI � -01 1,11111—.I1.1.1 11Ill -- - -1 1 1— — I I'. � ( I = 1,iC:. - I DANSCO ENGINEERING,LLC!i P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o CD Ln In IN C:) 0N In p > o+ kD zQmM� O M 00 Q 0 LJL 00 z,4 z� E00 w W w�l- Z O kO w U O U z -7 0 �0 Q � C o ' z 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 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=1U.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. O 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O 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 ENGINEER SEAL: 'JUL 0 3 20"a, SHEET TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 29 Q 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 O Ln W Ln • ' > M tQ Q m to d" m � M 00 0 WCP Z F- fh Q a t00 zUJ E W W�� W z J0 uj () :�j v) 0 U _ v) Z v) 0 Z O Q � I ' cry 0 Z V 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 & 2006 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 VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O 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 ENGINEER SEAL: JUL 0 3 2008 SHEET TITLE: 2nd FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 2,02 III, 1 I..i1,. 1 Nlil l. I Lfli IIJ,.Y tP Y Hlil. 1 1 OFF RIDGE - VENT (TYP.) T.O$. a :;t Lu U >YCi 0 Lu 12 o � T.O.B. _ 2nd FF. _ c{1 - =z U � � � 0 LO o�Q o _ MAIN F.F. I6' x 16' x 24' TALL sa COLUMN BASE W/ IV ROUND PILASTER ABOVE. 214 A - ST. CROIX 214 B - ST. CROIX 1V-11.7=L ttG=L TRUSSES 9 SHED ROOF. 214 C - SIESTA KEY STONE (TYP.) 5Q COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 214 D - MARTINIQUE 214 D - MARTINIQUE WEEP 5CREED INFO. 214 D - MARTINIQUE FRONT ELEVATION SCALE : 3716" = 1'-0' 5a COLUMN BASE W/ 12' ROUND PILASTER ABOVE, 214 D - MARTINIQUE STONE (TYP.) 214 C - SIESTA KEY -OFF RIDGE VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX 12[ J LLLI ccl � 2 z L, �UJco0 t _ L; � n mm 'qt CS � z - <r f2 w U Lu -1 LL o MAIN FF. \--16' x 16' x 24' TALL SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) z z I El EI11E] I EIIEI [III II EI [IIII El' J w 12 I II I ( I I 128 8pE 11* p N T.OB. * I * IL--jli- I * I * I * I * I * * p p 25 5H SH 25* 2 2 _ 2 d F. _ 2 8 _ I 0 8' BAND 8'�0' 2'-8' _ — EXPANSION JOIN I I I EXPANSION JOINT —,,I 1 8 Z z r 00�p— I I Lil 00i 610,n , U IE0 1 I/2 33 SH 1 I I I 1/2 33 5H �0 N 6068 6.GD. 06 6 5JGD. 1 6068 6068 5.GD. 6068 S.G.D. 1 506 LS 609 GD. lo #- - 1/2 34 SH 1/2 34 SH IN _ TEMP. _ _ - - - _ - TEMP - - TEMP. - - TEMP. _ _ - TEMP. TEMP. TEMP - - - - - _ - MA F.F. I6' x I6' x 24' TALL - SQ COLUMN BASE W/ 12' ROUND PILASTER ABOVE. Z GaFy W A- C T I I STONE (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE REAR ELEVATION SCALE : 3/16' = F-0' 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY I I DECORATIVE STONE (TYP) 214 A - ST. CROIX 214 B - ST. CROIX I' I- I- I- I 16' x 16' x 24' TALL 5Q 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 DANSCOIE II ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineedng.com CA 25948 o 0 Ln 0 V) Oj o,� Z am04: E ce 00 a0�°P Cn n OOD Z Q � w E Wi z C) CD mi V) Lu U L � 0 U V)<< >Z > � L 0 Z 1 0 C Z V) QI U J V) 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 = ±0.1 8) 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. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ®1008-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 T�jt IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER STEAL: JUL 0 3 2008 SHEET TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 3 CIO N 0 Z a J_ D m M N N 1 ,N^ V J 1 O M 'r w ) r _ I �- - - � d I fi�.ii I �.. I.I�,.,,n�. li �,�.. iS '::I{, I.I� I 1 Il ' 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 0 Ln W Z H h-I CD 0 >j tD zQm�� M � � 00 ZF< � LLJ�,I ZN E00 W W�~ W z JCD W U ::2 V) O U _ V) Z 3: O Z O Q � 0 � Z V) Q� U J V) 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 = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTFTEN CONSENT FROM LENNAR CORPORATION. 02006-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 ENGINEER SEAL: out p 3 2�Oi SHEET TITLE: ROOF PLAN SIDE ELEVATIONS SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 4 M CN cvi J_ m N O N 1 C^ V J 1 coCD ,r^ Y r i DIAGRAM BELOW (SEE ELEC. RISER METER BANK) METAL COLD WATER PIPE C.OL. >MIR 214 A - ST. CROIX 214 B - ST. CROIX O ® 400A, M.CB. O 120/240V IP 3W NEMA 3R ME 32KAIC 2/0 CU BARE T4RU-OUT BID. I 5/6' x 10' STEEL CU GNP RODS z (2) 3' PVC WIT14 (3) 0 350 MCM AL CONDUCTORS EA, 214 C - SIESTA KEY 1-1/2" PVC WITH (3) s 2 AW6 CU CONDUCTOR5 (U % AIW GND (TYR TO UNIT PNLS) O 125A, MLA, 120/240V 1Z5A 1P, 3W I O 2K4CT. M TYPICAL FOR ALL ® UNITS 10 UNIT RISER DIAGRAM (TYR OF Two LOCATIONS) SCALE: KT6. I FOR CONTINUATION, SEE C RI I FOR CONTINUATION, SEE FOR CONTINUATION, SEE +-_ I - FOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER = -'; ELECTRICAL PLAN PER EAGN UNIT. (TYP.) EACH UNIT. (TYP.) EAG-I UNIT. (TYP) EACH UNIT. (TYP.) - - .. --- I I I ..---- 1.�Y ........ .. _._._-....---- I L..... i .. . _ �. I ":,, _ - I L -- J L--- ----- ------- � ----— -- — -- --- ---------------- ----------- — ------ ---------- ---- —� --- ......... ._.. _ ..-.-.... .. - -- T -.- - ---------T---:--=----—. -- — — — --- -1 r---� — ---- -- — -- ---- — ----- --- —L----- — ---- --------------------- --------- --- I I I FOR CONTINUATION, SEE FOR CONTINUATION, SEE .......... 'I FOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELE TC ACDLLAN PER EACH UNIT. (TYP) EACH UNIT. (TYP.) EA ! -- CW UNIT. (TYP.) 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE ELECTRICAL SERVICE PLAN SCALE:: 3/16' = 1'-0' 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX DIAGRAM BELOW (SEE ELEC. RISER METER BANIU DANSCO ENGINEERING, LLG P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineehng.com CA 25948 i O O 111 W Z O j o+ z QmM. �C 00 Z <O�°° < 100 z�� J 31- W zW J O O VD w ,C) O U 2 t Z V<< � L O Z O Q C I Z ci Q I U V) W THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. O° 2DOB LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O 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 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 5 01 N it 0 Z 0 J_ Z) m cvi nl O N I N LO O co v- LO r' CKT! ELECTRICAL PANEL SCHEDULE CKT! PEER UNIT- 125 AMP 24 GKT. � DESCRIPTION DESCRIPTION irk $ tv 1 2 DRYER 10 30A 2 RANGE / OVEN 6 WA 2 3 4 5 6 CM N50R WIT 10 30A 2 WATER 10 WA 2 HEATER e MASTER SUITE Q 2 5A I 9 10 AIR 144ZLER / O 0 30A 2 BEDROOM / SMOKE +� 2 15A 1 0 HEAT STRIP V DETECTOR DISHWASHER 2 20A 1 13 CLOTHES WA5HER 12 20A 1 14 BATHROOM 2 10A 1 5 DINING ROOM 2 20A I ib KITCM i CU MAWMCE i OUTSIDE oun ErS 2 20A 1 n 1st FLOOR Q 5A 1 15 LWS KITCIEN Oz 2 20A 1 H DISPOSAL 11 5A 1 10 REFRIGERATOR 2 20A 1 21 LIVWi ROOM 12 5A 1 22 1 23 MICROWAVE OVEN 12 20A FLOOR 12 5A 1 14 O 5 PANELBOARD NOTE5: Q DEDECATED AFLI CFaIT 0 FEAT STRIP O DEDECATED gi. clRCllli R1=51DENTIAL LOAD CALCULATION 214 A, 5 - 5T. CROIX General Lighting 1311 3 4113 Laundry Circuiit i Bw 1500 Small Appliance Circuits 1 1500 30M Total Small Appliance 4 General Lighting 8613 RANGE I mm mm Dryer I 5000 5000 Special Circuit 0 0 0 l3vw Fixed Appliances Water Heaters 1 45M 45M Dishwasher 1 1200 1200 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 28013.0 VA FIRST 10 KVA OF ORAL LOAD a I . 10MOD VA REMAINDER OF GENERAL LOAD ® 40% 1Z29.2 VA 5 kVA OF HEAT a 40% 2000.0 VA TOTAL 19229D VA ISM divided bg 240 equals 80 Demand Amps ELEC. METER — BANK (SEE FG 5 SERVICE PLAN FOR LOCATION) - DISCONN. 5&7 2z vM Lem LIVING ROOM STD. SURFACE MNT. LT. FA ,VLICxHT PRE -WIRE Q WALL MOUNT zz / LIGHTING PER SPECS 22 15 69 ----�. 69—__ ` \ I FOYER \ I . — - SURF. MNT. I ' 1s , 11 ELEC. PANE T TL 1�_ G.F.I 13 I c 29 I I � ; eo ,- (1 8 — 'i' PENDANT ; 19 6F.1. 19 _ DINING ROOM 18 � I 16 SET DETAIL 'A' FOR REAR UNIT COLIC. n KITGNEN 1 st ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE:: 1/4' = 1'-0' r b-0x6-8 SCsD�� 6'-4'M.0. X.1s sxFAD -0 PATIO COK ,REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' M. BATH - I I MASTER SUITE 4 BULB 6 .I., 15\ STRIP OnDT I + J l� 1 za STD. /�\ SURFACEj — — — — \<, I J MNT. LT. 9 ALL FAN/LIGHT — c — \OUNTED. PRE -WIRE SPECS 15 •-BOlk1N-TO-- \, T 71" » . 14 BAT( (I SD CH L` za — GDza za I �\ O SD U1.I.G. -- O 24 \.,% \, 11 F L....... I 11'w k / STD. Sro. \ . �`� �'� SURFACE ,, \ SURFACE / za \ / MINT. LT. v MNT. LT. \� �/ FAN/LIGHT I /� \\ za \ ,1 i 11 PRE-WIREL � + BEDROOM 3 BEDROOM 2 2nd ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE:: 1/4' = 1'-0' DANSCO]DIE I ENGINEERING, LLC' P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 i O O Ln zt.- n L 0jv)'D z <CaImo M o Z~ QOLL°P 00 Q � n ao z w E Uj W Z o 0 V) �r w U V) O U 2 � Z C/) 0212, O Q CL Q U Z to Q U t) w THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE OF THIS DRAWING ONLY. STRUCTURAL PORTION @' 008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WfTHOUT 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 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 214 A,B - ST. CROIX SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 6A N V Z 0 J_ 5 m cyi O N N Ln I O CM r Ln T— __ - - -- L iI -_ I -__. '-..'il� 4'i i'i!�41 II I. =. I III .:41i�7iI.IL_I 3USJJ�N„3':.�.lJl l.. �-d ll Ll,1Jl ull Ya,.li���l.. ! .1,�1 I.I 6V �. GKrt0 ELECTRICAL PANEL 50HEDULE GKT! 0 PER UNIT- 125 AMP 24 CKT. DESCRIPTION �„ $ DESCRIPTION S5 „ I 2 DRYER 10 30A 1 RANGE / OVEN 6 50A 2 3 4 5 6 F CO OENSOR UNIT 10 30A 2 WATER 10 30A 2 JLLJI DATER e Cl� MASTER SUITE 1Q 7 154 I 9 IV AIR HANDLER / 0 10 30A 2 u BEDROOM / SMOKE 'O 2 I II HEAT STRIP p DETECTOR JL.0 DISHWASHER 2 20A I B CLOTHES p 20A 1 14 WASHER BATHROOM Q 12 20A I Fi DNING ROOM 2 20A I lb C-14 n KrTC4N / CU MANTAWE OUTSIDE OU LM p 20A I Ist FLOOR p 6A 1 IB LIGHTS Q) KITCHEN Q Q 20A I 19 DISPOSAL 2 BA 1 20 REFRIGERATOR 0 20A 1 21 LIVING ROOM 0 15A 1 22 23 MICROWAVE OVEN p 20A 1 2 dF� 9 6A 1 24 PAIEL80ARD NOTES: DEDECATED ARC1 CifLU T Q 5 pU }'EAT 51%P 0 DEDECATED GPa. clRculT RESIDENTIAL LOAD CALCULATION 214 C - 6IE5TA KEY General Lighting 1531 3 455 Laundry Circuit 1 1500 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance t General Lighting 9093 RANGE I mm mm Dryer 1 5000 5000 Special Circuit 0 0 13000 Fixed Appliances Water Heaters 1 4500 45M Dishwasher 1 12m 12M Disposal 1 160 lb0 6460 TOTAL GENERAL DEMAND 28,553E VA FIRST E KvA OF GENERAL LOAD a M 10,O00E VA REMAINDER OF ORAL LOAD 9 4M. 1,421.2 VA 5 WA OF HEAT 94M. 2MOD VA TOTAL 19,421E VA 19,421 divided by 240 equals 81 Demand Amps A/G--\ D15GONN. Sal I11AI 1 MP &It 21 SD T T l 1a ' 1� DINING ROOM LIVING ROOM I' PAN PRE -WIRE I 1 1 I � zz --- _ FOYER ` 1 st ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE - 1/4' = 1'-0' I 1- PROVIDE ARTIFICIAL LIGHT STUDY CAPABLE OF PRODUCING AN SD AVERAGE ILLUMINATION OF 6 FOOTCANDLES 16.46 lux) OVER STD. \ THE AREA OF THE ROOM AT A �\ /i SURFACE I I 1 WGHT OF 30 INCHES (762 mm) ,1(2D MNT. LT. A50VE THE FLOOR LEVEL PER I ` FRC 303.1. <, / \ J FAN/LIGHT PRE -WIRE 1 1 I II I l I 11011 CD, 11 r 2a : i I j BATH v I 24 I I I j 15 WALL M T LIGHTI - PER 5f9C6 111, ,' \• 15 3 3 3 24 � SD \� j 1 11 j \ \ 10$12 C DOWN ITO �I�I 5W1rcH 24 15 ,j 15 11 6F.1 " 1- _ SD I 1 \ ' M. BATH I I I t 0 WALL MOUNT I LIGHTING 1 F'ER 5F'EC-5 v MASTER SUITE / CD j SURFACE MNT. LT. FANLIGHT `/ \ J PRE -WIRE 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE:: 1/4' = 1'-0' IE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.donscoenginee6ng.com CA 25948 o 0 Ln 0 Z Qmod�' I M Z00 a0-U op �r koC0 F n ao z V) E w -j W z o 0 to V) r� w U O U V) Z V5 L / , 0 Z O Q C t� � U Z v) Q U V) [U— v THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR OF THIS DRAWING ONLY. THE STRUCTURAL PORTION O° 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 20OB-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LUC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORUED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 214 C - SIESTA KEY SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 6B CKT! ELECTRICAL PANEL SCHEDULE CKT! PER UNIT- 125 AMP 24 CKT. CD DESCRIPTION DESCRIPTION I 2 DRYER 10 30A 1 RANG / OVEN b 50A 2 3 4 I (� 5 b C CONDENSOR UNIT V 30A 2 WATER 10 30A 2 LIL1 HEATER 8 r MASTER SUITE 2 5A 1 5 IV AIR HANDLER / O I0 30A 2 BEDROOM / SMOKE p 5A I II I$AT STRIP p DETECTOR --A 11-�L11 DISNllASI$R ¢ 20A 1 13 CLOTHES Il 20A 1 14 WAR BATHROOM 2 20A 1 15 DINING ROOM Q 20A 1 16 CV1 OWN / CU MANrMM 01MVE WLETS Q 9 20A 1 11 Ist FLOOR 2 5A 1 18 LIGHTS KITCHEN p 20A 1 15 DISPOSAL 0 5A 1 20 REFRIGERATOR 12 20A 1 21 LIVING ROOM 2 5A i 22 MICROWAVE OVEN p 20A 1 213 S OR p 15A 1 24 PANELBOARD NOTES: O DincATED AF.cJ. cmrt 0 5 KW I$AT STRIP DEDECATED GF1. cl ari RE51DENTIAL LOAD CALCULATION 214 D - MARTINIQUE General Lighting 1531 3 45113 Laundry Cirmuit I 1500 1500 Small Appliance Circuits 2 1" 3000 Total Small Appliance 4 General Lighting W5 RANGE I mm mm pryer 1 5000 5000 Special Circuit 0 0 13000 Fixed Appliances Water Heaters I 4500 4500 Dishwasher I POO 000 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 20630 VA FIRST 10 KvA OF GENERAL LOAD a 100% 100M.0 VA REMAINDER OF GENERAL LOAD a 40% 1,4212 VA 5 WA OF HEAT s 40% 2X00 VA TOTAL 19,4210 VA 19M divided 4 240 equals 80 Demand Amps A/G D15C.ONN. 5&7 In LIVING ROOM 22 STD. /> SURFACE 0 MNT. LT. < FAN/LIGHIT zz `• 18 •% PRE -WIRE I 1 22 I i 22 WALL MOUNT ® LIGHTING PER SPECS — — 15 22 MNT. 11 e CH ELEG. ;.6.P, PANEL 1&3 I - ,e 1/2 BATH 3 UP TO LI T !rI 1e SD 1t : DINING ROOM I � i I : � I "'ii���lljjjj'"'""'���-jj�""" KITCHEN / " \ BRKI=ST 1 2a4 22oV. 18 i 48' 4l 20 � I 7 I I � I Alin, I M 17 MIP. 17 - \ 17 ENTRY 1 18 FOYER to ` — - - (.... .... ... . .. "" . . . . . . ........ .. ..... .... 1 st ELECTRICAL PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 1'-0' I L� qP (P (- BEDROOM 2 z4 ��> STD. SUWXE MNT. LT. I � I / I WALL MOUNT LIGHTING I I PER SPECS GD ' 11 [Lill S1 PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (6.46 lux) OVER THE AREA OF THE ROOM AT A I-E&n OF 30 INCHES (162 mm) ABOVE THE FLOOR LEVEL PER FRG 303.E 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE:: 1/4' = 1'-0' DANSCO ID E ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.d a nscoeng i neering.com CA 25948 o CD Ln W z t.- O ONLn zo , S ID Qmmi- M cuej ccqo QO-U-i°P zQ H n 0000 zWE Wz z o 0 �o w U V) O U V) Z V<< � L O Z Y 0 CI Q CL v' J � U Z v) Q U V) LU 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. OO 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. 1.00110.10.07 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 214 D - MARTINIQUE SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 6C 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 2 SA�C.UTLOCATI.ON.S`L TO LEFT .S. N51ON 5TRING PULL TO RIGHT FOUNDATION PLAN SCALE : 3/16' = 1' -0' SAW CUT EXPANSION JOINT. CUT TO BE MADE WITHIN 24 HOURS OF FINISHING CONCRETE. 9 a d CONCRETE 5EE GENERAL NOTES AND MIX REQUIREMENTS FOR PLACEMENT. �' M WIDTH NOTE: SEE 'UNIT' DETAIL PLANE,FOR 1/4' SCALE FOR 3/4' IN DEPTH ALL DIMS. 1. I en.Ircl lED CONCRETE FLOOR 1.4x1.4 WIRE ME514 OR FIBER MESH IN MIX r U Y 0 h iV. ��,>'_„ SAW CUT EXPANSION JOINT SCALE: V.S. DANSCO ]DIE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o CD Ln Lu 0 O�� 0 j a� z amuj r� M tN O 00 Q OD Z Q�a00 � � uiz wZ 0 J CD V w U O U _ V) Z Oz:�i f) moo? Q � 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 & 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 THIS DRAWING ONLY. O 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 ENGINEER SEAL: - HUL 0 3 Z008 SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH siso b54 14'-W 14'-6' 14'-b' 14'-b' 14'-6' (SIM. W/FLOOR TRUSS PARALLEL _ TO WALL) 3'-m�a' m' — 3'-0' 11'-6' 3'-0' II' b' II' b' 34' 3'-0' II' b' II'-b' 3'-0' I11-6' 3'-0' (SIM. DFLOOR TRUSS PARALLEL 3'-mk3' m' TO WALL) r-- Im' b' m 3'-mk3' m' PAD (SIM. WA/4'x4' TAPGONS a VOL. M LIEU OF 53 XPANSION BOLT$ (SIM. SEE (SIM. W/14'x4' TAPCONS (SIM. SEE 0 V D.G. IN LIEU GF STRUC_ sa EXPANSION BOLTS s3 ISIM W/I/4'x4' TAPCONS a 16, O.G. IN LIEU OF (SIM. SEE s3 EXPANSION BOLTS ss - STRUC. (SIM. WA14'x4' TAPCONS (SIM. SEE a 16' OG. IN LIEU OF STRUC. %1 EXPANSION BOLTS 53 Y- M3'-0' CONC PAD '-m' 10'-6' __ __. — (SIM. W/l/4'x4' TAPGGNS (SIM (SIM.SEE (SIM W/I/4'x4' TAPCON �,�I, _ _ . V-0k3'-m' Mr- PAD A�F. (SIM. W/FLOOR TRUSS PARALLEL TO WALL) (51M. DFLOOR � a'-2' a' s' a' r 6'-2' a' e' 8'-2. J (SIM. W)FLOOR TRUSS PARALLEL Ss 1 g 10' 5'-8' 5'-8' 8' Im' 8' 10' 5'-8' 5'-a' 8'-10' 8'-10, 5'-8' S'-8' 8' 10' 1 S6 PARALLEL (i TO WALL) q TO WALL) 14'-b' 14' 6' 14'-6' 65'-4' 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 rT—MASONRY WALL �,� l st FLOOR�ST�UC�TUAL �PL NIII -VAPOR 5ARRIER BEWND SCALE:: 3716' = 1'-0' WOOD BEAM SEE PLAN COW TO COLUMN � I TAL. s 10'-4' AFE = I COLUMN SPACER HURRICANE STRAP PER PLAN 00 0 T.O.C. Aff. O GMU CALUMN FILLED W/ GROUT. SEE PLAN FOR SIZE 4 SPEC. (SQUARE COLUMN IS 1%m) A ENTRY COLUMN TO BEAM SCALE:: 1' X P.T. BASE 1/16' 0.55 FIRERATED OR REG. PER ROOF PLAN SEE ROOF NAILING SCI ED. ON SHEET SNI PRE-ENGINEERED ROOF TRUSSES 1241 O/C MAX ;`USP OTA20 OR EQUAL FLOOR it--V INWLA I IUN\ TRUSSES PL. LINTEL PER PLAN (3) Sd TOE NAILS 2X4 P.T. LEDGER W/1/4' DIA. X 2 3/4' TAPCONS a 8' 0/C. -- MASONRY WALL WALL SECTION B scALEE:: N.T.S. GIRDER TRUSS PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ 4' x 2/4' TAPGONS a 8' OL. INTO CMU USP MP34 9 EA. TRUSS PRE -ENGINEERING TRIM W/34' CANTIVELER. MAX (2)16d TOE NAI INTO GIRDER 0 EA. TRIM 1/16' 0,5B. W/ Ed 0 8' O/C 4 CEILING DRYWALL ON TOP W/ 1-3/6' DRYWALL NAILS OR DRYWALL BEAM PER PLAN SCREWS 9 1' 0/G, ENTRY ONLY. PRE-ENGINEERED GIRDER TRUSS BOTTOM CHORD W/Y' x 2%' TAPGONS a 6' OL. INTO CMU SHED ROOF @ S.G.D./ENTRY DETAIL SCALE : N,TS. 1-3/4' OR 2-1/2' PLYWOOD OR OSB FILLED DELL W/ (U 15 VERT. MASONRY WALL a r CONG PAD 16 A*WA' WrjW SO ARE COLU'Id BASE AV @' R01:d% PILASTER ABOVE 1 6 -(2) 2' x 6' BEAM W/ (6)10d COMMON NAILS is EXI4 END ATTA54 2' x 6' J015T TO BEAM W/ (6) 10d TOE NAILS s EAC44 END (TYP) 2' x 6' JOIST 0 24' O.C. MAX 6-6 NOTE: U PLATFM IS DESIGNED FOR A MAXIMUM WEIGHT OF 250 Ibs. 2) ALL WOOD MEMBERS ARE PRESSURE TREATED 3) REFER TO RETROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x 6' S.Y.P. 0 2 W/ (6)10d COMMON NAILS s EACH END 4' x 4' POST W/ 1/2' DIA. ANCHOR BOLTS 0 24' OL. INTO FILLED CELL W/ (1) 5 VERT. VX1 Ak y .N ggF 1j9 s ALT A/C PLATFORM DETAIL D SCALE : N.TS. DANSCO ]DIE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineer ng.com CA 25948 � o o Ln w zH �I O:3 CqD > t.0 Z QmC) %D M 0 00 Q0�oo fn Z C, Q � z E w W w z o CD uJ f ) Lu U :�j v) O o _ V) Z O Z �0 1 Q C I Q I Z cUn I J m V) 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 =+0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 200B 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, L-C 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 — ENGINEER SEAL: IJUL 0 3 2008 SHEET TITLE: 1 st FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH si 0 1 M 0 Z 0 D m N O N 1 N LO 1 O co — L J r 214 A — ST. CROIX 214 B — ST. CROIX �Q o� ■ �u o< ® 4- Ea e _. ■ ■ NF4 MASONRY STEP DETAIL 214 C — SIESTA KEY 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 2nd FLOOR STRUCTURAL PLAN SCALE = 3/16' = V-0' 214 C — SIESTA KEY 214 A — ST. CROIX 214 B — ST. CROIX g. 0 3� r, qq yy DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoenginee6ng.com CA 25948 o CD Ln w z H O0 V) H d i rn z � uj 00 Q 0 � 01 zF-rn E00 zt;CL W WW3F- z CD CD W U :�j (7) O U z 0 z O Q � cry 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 & 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 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. O 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 rie" IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: FJUL 0 3 2008 SHEET -TITLE: 2nd FLOOR STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S1,92 M 04 J_ Im cvi O N N V J I C) M ,r V t— IwAl Q. 214 A — ST. CROIX 214 C — SIESTA KEY 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 B — ST. CROIX 1 st FLOOR FRAMING PLAN SCALE : 3/16' = 1'-0' 214 D — MARTINIQUE 214 C — SIESTA KEY 214 A — ST. CROIX 214 B — ST. CROIX 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 0 Ln z 0 O�� jo� tD z Qm�t.D � 00 op W Z 00 Z�CL W WJ3F- z J tD tD V) w U v) O U _ V) z 0 z � L 0 <I Q C ' z cUi� Q� U J V) [u— 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 = +-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. O 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 UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H, HUYNH, P.E. #60122 'Z IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: i I I I fJUL 0 3 2008 SHEET TITLE: 1st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S29i M z_ 0 J_ m cvi O N 1 ,C^ V 1 Q M r , V / r 214 A - ST. CROIX 214 B - ST. CROIX 2-PLY PRE-ENGINEERED GIRDER WEND GRAIN BEARING, 2 x 6 WEB MIN. PRE-ENGINEERED WOOD TRU55 TO BE PREPAIRED BY OTHERS (AB REQUIRED) 1/2' x 7' WEDGE ANCHOR (MR $ EAR = N&) � NOTE: STAGGER ANCHOR5 FROM OPP051TE 510E M015TM BARRIER -IN5TALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER -REFER TO DETAIL A/BI2 FOR MASONRY 6TEP5 DIMEN510N �� GIRDER @ PARTYWALL SCALE : N.T.S. 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE (D__ROOF FRAMING PLAN UBP NFM 35XI6U 18'-8' AFT, Moo' IfI'M*U) GRAVITY CAPACITY = 59550 UPLIFT CAPACITY = 34W IF a . 9GFItPTAI IG UNLT. BE TRUSS PROFILE FOR ACTUAL TRIM (,—'� RAISED HEEL TRUSS SECTION SCALE : N.T,S. 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX 4f? -- 0 E1 if - - IEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.donscoengineehng.com CA 25948 o CD Ln z�; O�� j o) tD z am�� d I M L 0 LL z ,1 00 Z E a W W~ W z JCD W U :�j v) O U _ C/) z Z 0 O Q C ' 0 � Z V) 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 2006 & 2006 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 STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O 2008-THESE DRAWINGS AND DESIGNS ARETHE 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 ENGINEER SEAL: JUL o 2008 SHEET TITLE: ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S202 C,e) 0 Z J_ m C N O N CV 1 L J 1 O M r^ L r 5PEG I F I GAT I ONS I. I. GONSTRUGTION I. I. I. AGI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AGI 530-05, A5GE 5/TM5 402-05 d AGI 530.1-05, A5GE 6/TM5 602-05 5PEGIFIGATION5 FOR MASONRY STRUCTURES. I. I. 3. A5TM G270-01a, G476-01, AND Gq0-01 SPECIFICATIONS FOR MA50NRY STRUCTURES I. I. 4. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYIN6 SUPPLEMENTS. I. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2004 EDITION, (INCLUDING 2006 SUPPLEMENT). I. I. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A15G) GTH EDITION. 1. I. 7. "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TRII-02. 1.2. DESIGN : I. 2. I. AGI 315-02 BUILDING GORE REQUIREMENTS FOR 5TRUGTURAL CONCRETE I. 2. 2. AGI 530-05, A56E 5/TMS 402-05 d AGI 530.1-05, A5GE 6/TM5 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. I. 2. 3. A5TM G270-01a, G476-0I, AND CGO-OI SPECIFICATIONS FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DESIGN 5PEGIFICATION5 (N05) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYIN6 SUPPLEMENTS. I. 2. 5. PLYWOOD DE516N SPECIFICATIONS (APA) 1. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2004 EDITION, (INCLUDING 2006 SUPPLEMENT). 1. 3 . SHOP DRAW I NC S : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS HITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAHIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND BEARIN& POINTS, BRAGING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS. 1.4. GENERAL BUILDING NOTES I. 4. 1. OCCUPANCY GLA55IFIGATON RESIDENTIAL, GROUP R-3 1. 4. 2. BUILDING HEIGHT IN FEET 4 NUMBER OF 5TORIE5 = < 60'-0", 2-5TORY 2. DESIGN LOADS 2. I. DEAD LOADS 2. I. I. UNIT HEI&HT OF SOIL, COMPACTED : 120 PGF 2. I. 2. UNIT 1^EIGHT OF REINFORCED CONCRETE : 150 PGF 2. I. 3. UNIT HEI&HT OF 8" G.M.U. BLOCK : 55 P5F 2. I. 4. 15T FLOOR SUPERIMPOSED LOAD : 20 P5F 2. I. 5. UNIT HEIGHT OF 2x4 PARTITION HALLS: 11 P5F 2. 1. 6. UNIT HEI&HT OF 2x6 BEARIN& WALLS : 12 PSF 2. 1.1. BALCONIES d PECKS: 15 P5F 2. I. 8. TILE ROOF TOP CHORD : 15 P5F BOTTOM GHORD : 10 PSF 2. I. cl. 5HIN&LE ROOF TOP CHORD : 7 P5F BOTTOM CHORD : 10 P5F 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS : 2. 2. I. SIDEWALK AND DRIVEHAY LOAD: 250 P5F 2.2.2. GARAGE LOADS: 40 P5F 2. 2. 3. PARTITIONED ROOMS - 40 P5F 2.2.4. BALCONY AND PECKS: 60 P5F 2.2.5. 5TAIRHAYS AND LANDINGS: 40 P5F 2. 2. 6. 2.2.1. FLOOR TRU55 TOP GHORI7 MINIMUM: 40 P5F 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 P5F BOTTOM CHORD (H/O 5TORA&E) 10 P5F (NON-GONGURRENT) 2. 3 RAILING LOADS : 2. 3. I. ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DE516NED TO HITH5TAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.5.2. ALL RAILING AND GUARD RAIL 5YSTEM5 ARE TO BE DE516NED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DE51ONED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 15Q. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 d 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS : 2. 4. 1. HIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH 5EGT. R501 OF THE FRG 2004 EDITION H/ 2006 SUPPLEMENT, AND CONDUCTED BASED ON A 114.9 MPH, 3 SECOND 605T, EXPOSURE "C", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDIN6 2.4.2. NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 PSF TILE 2.4.3. HIND LOAD DETERMINATION BASED ON A50E 7-02 2.5. DEFLEGTIONS : 2. 6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 5. DESIGN METHOD 3 I LOAD FACTOR DESIGN 3. 1.1. THE LOAD FACTOR DE51ON METHOD WAS USED TO DE51ON CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3. 2. 5ERV 1 GE LOAD DESIGN : 3. 2. I. THE SERVICE LOAD DESIGN METHOD HA5 USED TO DE510N : MA50NRY HALLS AND LINTELS INTERIOR AND EXTERIOR HOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMIN& ROOF FRAMING, 5HEATHIN& AND UPLIFT 3 3 LOAD GOMBINATIONS FOR LRFD DESIGNS THE FOLLOHIN6 LOAD COMBINATIONS HERE DE516NED FOR; TOTAL DL + FLOOR H + ROOF LL TOTAL DL + FLOOR H + HL TOTAL DL + HL 3.5.2. ALL ROOF AND FLOOR TRUSSES SHALL 13E DE5I0NED TO RE515T THE WORST LOAD COMBINATION RE5ULTIN5 IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4. DE51ON ASSUMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLE55 5HOHN OTHERWI5E IN THE DE516N PLANS. 4- MATERIALS 4. 1. RE I NFORG I NC STEEL - 4. I. I. REINFORCING STEEL SHALL BE A5TM A&15-cI4 GRADE 40, f'y = 40 Ksi 4. I. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMEN51ON 15 5HOHN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORGING DETAIL DIMEN51ON5 ARE OUT TO OUT OF BARS. 4. I. 5. REINFORGIN& I-EGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DESIGN COVER REQUIREMENTS G-I-P CONCRETE FORMED AGAINST EARTH: 311 G-I-P CONCRETE EXP05ED TO EXTERIOR: 2" G-1-P CONCRETE NOT EXPOSED : V2" &ROUT FILLED MASONRY : 5/41 4. 1. 7. HELPED HIRE FABRIC (HWF): A5TM AI85-01 4.1. 8. DETAIL REINFORCEMENT IN ACCORDANCE HITH AGI 315-LATE5T EDITION. 4.2. CONCRETE : 4. 2. I. CONCRETE TYPE MIN. 28 DAY DE516N (f'c) MODULES OF ELASTICITY DESIGN (E) G-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,&50 Ksl G-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 5,000 PSI 3,122 Ksl G-I-P GROUT 5,000 PSI 3,122 K51 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM A66RE67ATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4.2.3. &ROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM A&&RE&ATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURIN6 SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAY5 d DRIVEHAY5) : 3 1/2" MIN. THICKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 WWF MID -DEPTH OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HWF CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL AGI- MGP 2004 STANDARDS. 4.3. GONGRETE MASONRY : 4. 3. I. FILLED CELLS 1^i/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.5.2. LOAD BEARIN& CONCRETE MASONRY BLOCK SHALL BE ASTM Ga0-01, TYPE II NON -MOISTURE CONTROLLED. 4.5.5. ALL GELL5 d CAVITIES BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM WALL5. 4.3.4. THE A66RE&ATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD 13EARIN& HALLS 5PF, fb = 675 P51, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF, fb = 675 P51, E = 1200 K5I 4. 4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTED U51NO 5PF , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.5. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS 5U5 FLOORING AND SHEAR HALLS SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O. 4.4.4. IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRE55URE TREATING. 4.4.6. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAHIN65 TO THE ENGINEER OF RECORD. 4.4.1. DE516N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE ANSI/TPI 1-2002, BC51 I - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT WOODEN TOP PLATES. 4. 4. a. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH- We)" STUCCO FINISH PER A5TM G. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 31RD LAYER 1/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING d FRAMING SHALL COMPLY TO ASTM G 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FA5TENER5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED To: SHAPES, ANOLE5, CHANNELS: A5TM A36136M OI Fy = 36 Ksl ROUND METAL PIPE : A5TM A53-0I, GRADE B Fy = 35 K5I SQUARE METAL TUBING : A5TM A500-03a, GRADE B Fy = 46Ksi HI&H 5TRENGTH BOLTS : A5TM A325-014 MACHINE BOLTS: GALVANIZED ASTM A507-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fyy 331<9iHITH 6410 6ALVANIZED GOATIN& IN ACCORDANCE WITH A5TM A525-87. 4.5.3. NAILS SHALL CON515T OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER A5 FOLLOWS : &d = 0.I31 ", l od = 0.145 ", 12d = 0.148", 16d = 0.162 ". 4.5.4. ALL FA5TENER5 AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATIN6 BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.65. ALL FASTENER TIE DOHN5, BEAM HAN6ER5, J015T HAN6ER5, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7• CONCRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLT5 ARE NOTED ON PLANS. 4.5.5. CONCRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGIN6 PRIOR TO OR HHILE PLACING GROUT. 4.6. MIGRO-LAM LUMBER: 4. 6. I. MICRO -LAM STRESS 64 ADE5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 P51 Fb = 2,a5O PSI Ft = 1850 P51 Fc = 500 PSI (PERPENDICULAR) Fc = 2300 (PARALLEL) 4.1. STEEL: Fv = 2&5 P51 4.7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.I.5.G. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: A5TM A500-03o, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX El EGTRODE5, MINIMUM SIZE FILLET HELPS 3/16", AH5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUE5T. 4. 7. 6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 115,13 MPH WIND IMPORTANCE FACTOR -- (Iw) = 1.0 WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DE51GN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE IS ONLY WITHIN 5'-0- OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 119 5 MPH + 363 PSF / - 48.6 PSF (END) + 363 P5F/ -3133 PSF (INTERIOR) UN.O. GARAGE DOORS (V = 120 MPH) SINGLE 5x7 +21:6 PSF / -312 PSF DOUBLE 16x1 +26A PSF / -25.4 PSF NOTE: THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN THIS CONSTRUCTION DOCUMENT. 4. 8. 501L: 4. 8. I. MINIMUM 501L BEARING PRESSURE CAPACITY OF 2000 P5F. 4.5.2. ALL 501L 15 TO BE GLEAN d POISONED FOR TERMITES PER FBG 2004, RESIDENTIAL SECTIONS R320.I, R320.2, R320.3, d R-104. TERMITE PROTEGTION - PLANS MUST SPEGIFY TYPE OF TERMITE TREATMENT • Soil Chemical Barrier Method 9 Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A permanent sign which Identifies the termite treatment rovider and need for re-in5pectlon grid treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. Irrigation/sprinkler systems Includinq all risers and spray heads shall not be Installed F4ithln 1'-0" of the building side wall. 4. FBG R704- To provide for Inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitlous finish less than 5/8" thick adhered directly to the foundation wall. 5. FBG R320.1.1 - Initial treatment shall be done after all excavation and backflll Is complete. 6. FBC R320.12 - Soil disturbed after the Initial treatment shall be retreated including spaces boxed or formed. 7. FBG R320.1.3 - Boxed areas in concrete floors for subsequent installation of trqppss etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBG R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBG R320.15 - Gonc ete ov er�lor soi�q mortar ?.long the foundation perimeter must be removed be ore ex 10. FBG R320.1.6 - Soil treatment must be applied under all exterior concrete or grade within I'-0" of the structure 51dewal15. 11. FBG R320.1.6 - An exterior vertical chemical barrier must be Installed after construction Is complete, Includlnq landscaping and irri atlon. Any soli disturbed after the vertical barrier is applied, shall be retreated, 12. FBG R320.1 - All buildings are required to have pre -construction treatment. 13. FBG R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be Issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment Is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work 15 comppleted, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4. $ .3. 501L 15 TO BE COMPACTED TO ci5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAW I NOS BEFORE GON5TRUGTION BEGINS. DANSGO ENOINEERINO LLG IS RESPONSIBLE FOR THE STRUGTURAL I NTEOR I TY OF THIS PROJECT ONLY. ANY D I SGREPANGY BETWEEN FIELD GOND I T I ON5, OTHER DES 1 G N PROFE551 ONALS' SHOP DRAW I NG5, GONTRAGTORS' BUILDING METHODS, AND THESE S I ONED AND SEALED DRAW 1 NOS MUST BE BROUGHT TO THE ATTENTION OF DAN5GO ENOINEERINO LLG PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. ATTENTION: CHEMICAL CHAN6E5 IN ?RE-55LARE TREATED V400M AS OF DECEMEIM 515T, 2005, CHRIOMATIED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR 6Ei ERAL CONSUMER USE. SEVERAL NEW PRE55LRE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE COA-C. MANY OF THE NEW PRE55L RE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR5 THAT RE515T CORROSION. FOR EXAMPLE, ACQ-C, AGO-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT 50DIUM BORATE (5BX) DOES NOT. REG2U I RED SAFETY GLAZ I NC IN HAZARDOUS LOGATI ON5 (RE: FRG R308.4) R30&0 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INGLUDIN6 6LA55 MIRRORS IN HAZARDOUS LOCATIONS SUCH AS TH05E INDICATED AS DEFINED IN SECTION R308.4 SHALL PA55 THE TEST REQUIREMENTS OF GP50 16 GFR, PART 1201 CRITERIA FOR CATEGORY I OR CATE60RY II AS INDICATED IN TABLE R3O8.3 EXCEPTIONS: I. POLISHED WIRED 6LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL COMPANY WITH AN51 Zg7.I 2. LOUVERED WINDOWS AND JALOU51E5 SHALL COMPANY WITH SECTION R3082 R308.4 HAZARDOUS LOCATIONS. THE FOLLOHIN6 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURP05E OF GLAZING: I. &LAZIN& IN 5WIN&IN& DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND ENFOLD CLOSET DOOR ASSEMBLIES. 3. &LAZING IN STORM DOORS. 4. &LAZING IN ALL UNFRAMED 5HINGIN& DOORS. 5. 6LAZIN& IN DOORS AND ENCLOSURES FOR HOT TUBS, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HOHER5. 6LAZIN& IN ANY PART OF A BUILDING HALL ENCLO51NO THESE COMPARTMENTS HHERE THE BOTTOM EXP05ED EDGE OF THE GLAZIN& 15 LE55 THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY 5TANDIN6 OR HALKIN& SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE NEAREST VERTICAL EDGE 15 HITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A GL05ED P051TION AND HH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOHIN6 CONDITIONS: TI EXP05ED AREA OF AN INDIVIDUAL PANE GREATER THAN G SQUARE FEET (0.836 M2). 72 BOTTOM EDGE LE55 THAN IS INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE &REATER THAN 36 INCHES (G14 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE HALKIN6 SURFACES WITHIN 36 INCHES (a14 MM) HORIZONTALLY OF THE 6LAZI N6. 8. ALL GLAZING IN RAILINGS REeARDLE55 OF AN AREA OR HEIGHT ABOVE HALKINe SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL IN FILL -PANELS. a. &LAZING IN HALLS AND FENGE5 ENCL051N6 INDOOR AND OUTDOOR SHIMMING POOLS, HOT TUB5 AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE A HALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE HATER'S EDGE. THIS SHALL APPLY TO SINGLE &LAZING AND ALL PANES IN MULTIPLE 6LAZING. 10. &LAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (C114 MM) HORIZONTALLY OF A HALKIN6 SURFACE HHEN THE EXPOSED SURFACE OF THE 6LA55 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN& SURFACE. II. &LAZING ADJACENT TO 5TAIRHAY5 HITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION HHEN THE EXPOSED SURFACE OF THE 6LA55 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE N05E OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: I. OPENIN65 IN DOORS THROUGH WHICH A 3-INGH(76 MM) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE 6LA55 IN ITEMS I, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE 6LAZIN6. 4. &LAZING IN SECTION R 308.4, ITEM 6, IN WALL5 PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR 5TORA&E AREA 3 FEET M14 MM) OR LE55 IN DEPTH. &LAZIN& IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. &LAZING IN 5EGTION R3O&A ITEMS 7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE ACCESSIBLE 51DE(5) OF THE GLAZIN6 36 INCHES ± 2 INCHES M14 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF HITH5TANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT K67/4 WITHOUT CONTACTING THE 6LA55 AND BE A MINIMUM OF I 1 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN IN51)LATIN67 6LA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R30&.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE 6LA55 15 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, HALKIN6 SURFACES, OR OTHER HORIZONTAL [HITHIN 45 DEGREES (O:lq RAP) OF HORIZONTAL] SURFACE ADJACENT TO THE 6LA55 EXTERIOR. 7. LOUVERED HINDOHS AND JALOU51E5 GOMPLYIN& WITH THE REQUIREMENTS OF SECTION R3082. b. MIRRORS AND OTHER 6LA55 PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BAGKINe SUPPORT. a. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 15 NOT REQUIRED HHERE: 9.1 THE SIDE OF 5TAIRHAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDIN& BALUSTERS OR IN -FILL PANELS, GOMPLYINe HITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND c 2 THE PLANE OF THE GLA55 15 GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'S' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM 1 END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH•, PER PITTSBU% CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK 20 ga. PANEL ANCHOR -\ 13 ga. PANEL REINFORCING (EVERY OTHER COURSE) (o' MIN. LAP SPLICE ­- \- SEALANT GLA55 BLOCK DETAIL EXPANSION STRIP 1/4' EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP &' MIN. LAP SPLICE W/ REINFORCING PANEL NOTE: SEE GLA55 BLOCK INSTALLATION NOTES. •(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R3012.13) =(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6,11 DANSCO 1: ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineehng.com CA 25948 o Ln w H Z I-, O�� Os � zQm�� LU lYl ry 00 < Op Z<C=AOo00 Q Q 00 Z w E _j W Z CD mi ko F- LU cif LU Z = W O � U p 0 W = Z Z Z Q O U Z F - �- Gn 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 AAPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10.181 WIND ZONE 120D4 EDITION, INCLUDING 2005 & 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 POR00N OF THIS DRAWING ONLY. 02007-THESE DRA WINGS 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: WUL 0 3 2OR SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SN N r� V Z J co M C) N 1 N LO I O co r LO ___ - ., :. ,l_ . 411 1 .I I I, �1:1.1; 1! �I ,. ,.1. I:JIY. N.n:IJ,.. "1 L ,i.:,.,�a IL i.y: a.: _.. .� A.I!„ . I - 1 �T i - I l--1 -f - a U1 LD �, N 0 F F L, C;, i A; CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTP MEMBER CONNECTIONS, 2' X 4' ,@ 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' m 16' O.G. 10'-81 (2) 16d TOENAILS 2' X 8' a 16' O.C. 13'-9' (3) 16d TOENAILS 2' X 10, A 16' O.C. 16'-5' (U USP PTW20 OR (3) 16d TOENAILS 2' X 12' Q 16' O.G. 19'-3' (1) USP PTW20 OR (4) I6d TOENAILS 2' X 4' 6 24' O.C. 6-1. (2) 16d TOENAILS 2' X 6' tv 24' O.G. 8'-6' (2) Ibd TOENAILS 2' X 5' 9 24' O.G. 11'-0' (2) 16d TOENAILS 2' X 10' 10 24' O.G. 13'-0' (3) 16d TOENAILS 2' X 12' is 24' O.G. 15'-4' (1) U5P WT11120 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SPEAR ONLY (Le. RAFTER TO RIDGEBEAM). ;• SOUTPERN YELLOW PINE, 55 P6F LOADING COMPONENT & CLADDING DESIGN PRESSURE (119.9mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor = 1.0) TRIBUTARY AREA (ft---) ROOF WALL ZONE ZONE 2&3 ZONE ZONE5 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 163 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 Notes: 1 For effective areas or w ind speeds betw een those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2004 3 Plus and minus signs signify pressures acting toward and away fromthe building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY I LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) I (S.P.F.) (S.Y.R #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-1 Od x 1 1/2" M ETA 16 1450 1247 335 7-1 Od x 1 1/2" HTA20 1615 1585 590 10-1 Od x 1 1/2" M ETA20 1450 1247 335 7-1 Od x 1 1/2" HTT16 4290* 3689* -- 18-16d & (1) 5/8" A. B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" AT HTT22 5370* 4618* -- 32-16d & (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. LTTI31 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 12-1 Od S PT22 725 623 260 8-1 Od S P 1 585 535 -- 10-1 Od SPT24 1085 933 260 12-1 Od S P 2 1065 605 -- 12-1 Od S PT4 1075 924 -- 6-1 Od x 1 1/2" S P 4 885 760 -- 6-1 Od x 1 1/2" SPTH4 2150 1849 -- 12-1 Od x 1 1/2" SPH4 1360 1170 -- 12-1 Od x 1 1/2" MUGT15 4265 3335 - 22-1Od & (1) 5/8" ATR MGT 3965 3330 - 22-10d & (1) 5/8" ATR LUGT2 2260 1956 440 32-1Od LGT2 2050 1785 -- 30-16d Sinkers HT V20 1530 1325 95 20-1 Od HTS20 1450 1245 -- 20-1 Od LSTA18 1235 1110 -- 14-1Od LSTA18 1235 1165 -- 14-1Od LSTA24 1235 1235 -- 16-1 Od LSTA24 1235 1235 -- 18-1Od LSTA30 1640 1640 -- 22-1Od LSTA30 1640 1640 -- 22-1Od LSTA36 1640 1640 - 22-1Od LSTA36 1640 1640 -- 24-1 Od 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 WITH THE CORRESPONDING BOLTS, THE REVERSE 15 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED 0 CONC. STEP 'J' BOLTS EXPANSION BOLTS 5/0' 0 x 6' 5W O x ro' MIN_ 5i8'0x10' r1WOx10'MIN. ROOF D I APHRAOM NAILING SGHEDULE _ RIDGE LINE _ 0J + + + + + + + + + + +_ + + + + + + + + + + + + + + + I. + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + F+++ LU + + + + + + + + + 15/32" COX Q + + + + + + + + + + PLYWOOD OR + + + + +7,+++++++++ + + + + ++ + + + + + + + 7/I6 055 + + + o + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + ... + + + IDLE I INE 114.4 MPH 3 SECOND GUST EXPOSURE "G" HIND ZONE IICIA MPH 3 SECOND 6U5T EXPO50RE "G" HIND ZONE Sd RING SHANK NAIL5 ® 6" O.G. 4 Od RING SHANK NAILS ® 6" O.G. ED6E5 4 + + + + + 4" O.G. ® 6A13LE END HALL OR GABLE TRU55 Sd RIN6 SHANK NAILS ® 6" O.G. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.115 INCH NOMINAL SHANK DIAMETER RIN6 DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER I6 TO 20 RIN65 PER INCH I6 TO 20 RIN65 PER INCH 0.250 INCH FULL ROUND HEAD DIAMETER 0.250 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: I 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND HIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) SCHEDULE A55UMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOU6LA5 FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DAN5GO ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN. MAINTAIN BOTTOM OF \ IN WEEP SCREED CEMENT PLASTER I I/2' TO 2' ABOVE N ACCORDANCE ROOF SHEATHING WITH A5TMC526 OVER WOOD 2ND FLOOR NOTE THAT THE TYVEK AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CEMENT PLASTER OVER BLOCK 15T FLOOR lily' CEMENT PLASTER N ACCORDANCE WITH ASTMC926 FELT BACKED METAL \ LATHE IN ACCORDANCE Y WITH ASTMCI063 e TYVEK SHEATHING METAL FLASHING i' LNPERFORATED \ FLANGE V LLEEP SCREED fie' GEhtETtT C PLASTER FINISH CALK Al BOTTOM JOINT ONLY ALL NWE AND WLL N® TO BE MTER CUT. ALL JOKM NEED TO BE CA U= UBNG vULar CAULK CEMENT PLASTER F'. PERFORATED FLANGE V WEEP SLAB 5CREED INSTALL BOTTOM EDGE OF LLEEP SCREED 1' BELOW M WEEP 5CREED [DETAIL MIN. EMBEDMENT 5GHEDULE FOR AND QUANTITY OF FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION KEEP TOP EDGE OF WEEP SCREED 2' ABOVE TOP OF BLOCK BLOCK A SN B SNI (OPT.) TYPICAL MTUJ INSTALLATION L( 5f U5P MUC- 5/5"ro THRU BOLT U5 ML R TRUSS FOP PLATE ,U.G TYPICAL USP MUGTI5 TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION Q MID SPAN NOTE: )PLIFT VALUE 15 BA5ED ON 5.P.F. )SP RTI6 U51N6 (5-ad A 1/2" NAILS )PLIFT = 1030# i&V _4-3rA7i\0 0 F --Si1151111111111111i1Lii�T I F 0 WAI i iiiii V, . Il4U6 IN5T,4LL74TION RE-FAB CHIMNEY CAP SHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR ANISH Z Q RE-FAB CHIMNEY z _ LOCKING 0 MID POINT _ ~ WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT - w z= o GALV. METAL - - - - - 1/2" SHEATHING OR O.S.B. _ o FLASHING-\ I_i 2"x4" STUDS ® 16" O.C. MAX. o EQ 1 O CV = /--GALV. MTL. FLASHING SIECTION 'A -A' ATTACH BLOCKING TO TRUSSES w/ USP 1111 SLOPE MP-34 ANGLE TYPICAL -� /CRICKET I �� TRUSS TOP CHORD `--IJSP HTW20 ®EA. CORNER OUBLE 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" TYPICAL C1-IIMNE r PLAN SCALE: 3/4-7-0" HTW20 0 EA. CORNER ENGINEERED WOOD TRUSSES -FAB CHIMNEY ASSEMBLY 16" O.C. MAX. 0" BLOCKING w/ 'LYWOOD FLITCH TYP. STD. C100 BOND BEAM FILL GEL L*in OK 111 IY GONT. #5 0 GONT. #5 > HOK BAR BAR .. . .. :.. . ... .... 1 GONT. F FROM FOUNDATION � SCALE: N.T.S. rLn i Ln Urn kD LU Lo) _ ZD 0 I T 1-' I (_,AL_ H 11­` t-M/41'I I NCB L...) t I A I J_ SCALE: N.T.S. C.`TY DANSCO ENGINEERING, LLC P.O. 80X 3400 Apollo Beach, Flo --.-_- -.. - 1 .i i I. ii i- -ffi 1 5 -i .i, �.I ., i ll.- 1 11 i �� ,1 ., i. l�1- _fir --- I TYPICAL 12 \YPJ VARIES Y' HIGH STRENGTH CD—/ GYP. BOARD OR W WALL BOARD (OR %' GYP. TYPE 'X' 9 GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS 9 T D.G. CEILING 4 8' O.G. WALLS R30 MIN. BATT OR BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER STD. W. HOOK (SEE DETAIL) R4,1 MIN. INSULATION ON - EXT_ BLOCK WALLS Ix2 PT WE) FURRING m 24' O.G. 1/2' GYPSUM WALLBOARD U.N.O. (U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. -PRE ENGINEERED WOOD TRUSS 6 24' O.C. UN-0. HURRICANE ANCHOR 9 EACH TRUSS F(SEE UPLIFT SCHED,) W/ METAL PL. UNDER EA_ TRUSS 015TURE BARRIER r;__:7ROOF COVERING /. 1/16' O.S.B. MIN. SEE ROOF NAILING`�'s SCHEDULE ON SHT. SNI ELEV_ VARIES CONTINUOUS TO FOOTER BELOW 130` NOOK DETAIL ALUMINUM 'c� K.O. BLOCK DRIP EDGE ALUMINUM FASCIA \12U.N.O. 2x4 SUB FASCIA 2' ALUMINUM VENTILATED SOFFIT 8'x6'XII KNOCK -OUT BLOCK W/ 145 CONT. FILLED SOLID W/GROUT 20' MIN_ LAP 8' G.M.U. TYPICAL #3 OR #4 REINFORCING BAR /-TYPE "S' MORTAR *3 4 04 LAP SPLICE FINISH (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) Ix4 P.T. BASE NAILER 4'x4' INSPECTION FORT AT EACH 3 1/4' BASEBOARD FILED CELL TYPICAL 2500 PSI CONCRETE MIN. 2500 PSI CONC. SLAB SLAB W/ 6x6 il f (MIN 3000 PSI GONG, SLAE WIAx WIA WWF OR FOR HERNANDO CO. ONLY) FIBERMESH lY O tv LL /// .D \\1\/), \/ O (I MIL VAPOR BARRIER p �\ CLEAN POISONED AND COMP. SOIL. (COMPACTED (2) 05 REBAR CONT. ON TO 95% MODIFIED 3' CHAIRS TYP. UAO. 3' IN CLR. PROCTOR ASTM D155I) STD_ 90' HOOK (SEE DETAIL) TYPICAL WALL SECTION ,4 SCALE: N.T.S. CJ3 (1) ROW 2x BLOCKING MID HGT. FOR WALL HGT. <_ V-6'. (2) ROWS 2x BLOCKING tv 3rd PTS FOR WALL HGT_ > V-6'. 1/2' GYP. WB (MIN.) a GARAGE SIDE IF APPLICABLE. SEE LAP SPLICE DETAIL t� rllnl Ls>r R 1 -7/8"1 1#5 9 REINFORGING #5 REINFORGING BAR BAR 05 LAP SPLICE 36' MIN. LAP 05 STD. 90 ° HOOK #6 REINFORCING BAR *6 LAP SPLICE REBAR DETAILS F 5GALE: N.T.S. \I� STUD5 ®I6" O.G. 2x 5TUD LOAD BEARING OR I 1 EXTERIOR HALL 8" G.M.U. 1 I 1 "x P.T. STUD 5EE GG/53 OR #5 VERT. IN FILLED GELL 6/53 FOR ANCHOR 1 5/8" x 6" EXPAN51ON BOLT INFO. BOLT © 24" O.G. VERT. OR 5/8"xb" "J" BOLTS CUSP 5PT22 TYP. I 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR 5TEMWALL y _ — FOOTING MONO SHOHN , p- FOR GLARITY ° ° ° \ \ \ \ z NOTE: *FOR BEARING HALL minor W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECT ION D 2x P.T. PLATE 1/4' � X 3 1/4' TAPCONS m 24' O/C 4 SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" S3 m 6' MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. (2) 05 CONT_ ON 3' 6 x 6 WIA x WIA CHAIRS (TYP-) WWF OR FIBERMESH TYPICAL G.M.U. BLOCK HALL GALVANIZED METAL STOP m p 5EGURED TO HALL TO RUN \//\\ \ ; ° • \ /\\//\\/ GONTINUOU5 AND LEVEL AT A \/ /\ MINIMUM OF 8 ABOVE GRADE. E5T. GRADE ELEVATION 0'-0" S' 1'-4- 8' _ TOP OF 51AB - \/ TYPICAL INTERIOR BEARING WALL WOUT UPLIFT- 5EE TYP. WALL 5EGTION FOR SCALE: 3/4'=1'-0' G3 FINISH TEXTURE BREAK ADDITIONAL 5LA5 INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.5. 33 ADDITIONAL INFORMATION. EXPAN51ON JOINT FORMED U51NG 1/2" EXPAN51ON JOINT MATERIAL 3/4" REGE55 FOR V RIES THICKEN 5LA5 EDGE BETWEEN V R11 5.67.0. (U.N.O.) 3/4" RECE55 FOR 6 x 6 NIA x HIA DOOR FRAMES A5 SHOWN 5EE A/53 FOR 5.67 D. (U.N.O.)i I HHF OR FI13ERME5H FINI5HED CONCRETE LANAI TO REINF. INFO. RECEIVE BROOM FIN15H U.N.O. a A _ °A d \� �— ° A .—A—.—A n To / A 4 '.A / 5EE A/53 FOR REINF. INFO. 4" 1'-4" 8' (1) #5 GONT. REINF. 1'-4' (1-STORY) SEE . I J/36 OPT ION #1 4' s' (2-STORY) 5. FOR REINF. NFO. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. OPTION 02 SLAB STEP 4 RECESS e S_G.D. SEE TYP. THICKENED SLAB EDGE DETAIL S3 ON SHEET 53 FOR OUTER EDGE OF LANAI 5GALE: 3/4"= I'-O" ELEV. VARIES __j I" x 2" FURRING I" x 6" ROUGH SAWN CEDAR 12' U.N.O. 2x4 5PRUGE 5U5 FA5GIA 12" ALUMINUM Ix2 P.T. NAILER VENTILATED SOFFIT ALTERNATE FASCIA SCALE: 3/4"= I'-O" (1) ROW 2x BLOCKING a MID NOTE: HGT. FOR WALL HGT. < 64'. SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING a 3rd ADDITIONAL INFORMATION rPTS, FOR WALL HGT_ > 64'. 1/2' GYP. WB (MIN.) 9 GARAGE USP 5FT22 CONNECTOR SIDE IF APPLICABLE. 2x P.T. PLATE 5/8'� EXPANSION BOLT 9 24' O/C W/ 5' EMBEDMENT (MIN. SHEAR SPACE ANCHOR BOLTS V35OV, MIN. TENSION 211 6' MAX FROM END OF 6 x 6 WIA x WIA 2' x PLATE WWF OR FIBERMESH 6 D. /\ Vx(2)'S CONT. ON 3' CHAIRS (TYP.) 8' - 1'-4' - 8' TYPICAL INTERIOR BEARING WALL W1 UPLIFT � SCALE:3/4'=i'-O'rJ.3 6x6HIAxNIA HHF OR FIBERME5H #5 GONT. TYP I CAL THICKENED SLAB EDGE L SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" 33 ADDITIONAL SLAB INFORMATION. CL MA50NRY HALL AND MASONRY' HALL AND PAD FOOTING PAD FOOTING 8" MA50NRY WALL EXTEND FILL GELL5 TO FOUNDATION PAD GONT. FOOTING STEEL MAT REINFORCING. Z GRADE m - O w //\ O N///////��/�OOTING J PAD REINFORCEMENT BEYOND BEYOND 0 MIN, CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTC. DETAIL N SEE TYP. WALL SECTION FOR 5GALE: N.T.5. 33 ADDITIONAL INFORMATION. FIRE RESISTANT OSB 1/16' SHEATHING 4' ON EA, SIDE OF WALL NOT STAGGERED 2X4 LEDGER 9 48'r5LOCKING OVER PARTY WALL O/C MAX 1116' 0.SB. SHEATHING URO. VERTICALLLY NAILED LB ROOFING FELT (SHINGLES) TO TRUSS WEBS W/(2) Sd (TYP.) 48' O.C. MAX. W/ (2) 16d TOE PRE ENGINEERED END 4 GLUED TO ROOF ROOF TRUSS w 24'O.C. MAX. J- CLG. RUNNER (2) LAYERS 1'x24' PROPRIETARY - TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2' FLOOR RUNNER W/ 3/16' DIA_ x I 3/4' TAPCONS 0 16' O.G. STD. W, HOO (SEE DETAIL) (1) *5 VERT. IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS PROTECTION PER GA ASWI000 2) MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 2X4 BLOCKING tv 48' O.C. MAX W/ (2)111 TOE NAILS g EACH END 4 GLUED TO ROOF SHEATHING ZX4 LEDGER 9 46' O/C MAX. — VERTICALLLY NAILED TO TRUSS WEBS WK2) sd (TYP_) PRE ENGINEERED ROOF TRUSS m 24'� O.C. MAX, 51MFWN RBC 9 36' O.G. W/ 6-10dxl 1/2 NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. BURN CLIPS AS PER FIRE WALL MRS. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY 9 EACH. SIDE OF STEEL 'H' STUD DO 1 2 x 4 SYPn AT LONG SCAB t+ EACH- RBC CLIP W/ 10d s 3' O.C. / (l) LAYER I/2' HIGH STRENGTH OR 5/8' 2' FLOOR RUNNER W/ 3116' DIA.J GYP, WB. W/ 1-3/5' DRYWALL NAILS x 13/4' TAPCONS 16' O.G. OR DRYWALL SCREWS l' O.G. CEILING, STD. 90' HOOK (SEE DETAIL) 8' O.C. WALLS 4 4' O.C. EDGES 8'x8'X16' CONC. KNOCKOUT BLK W/ 2 x 4 SYP"2 x12' LONG SCAB 9 EACH 1 05 ROD CONT. FILLED W/ GROUT RBC CLIP W/ 10d a 3' O.C. SIMPSON RBC tv 311 W/ (o-10dx1 1/2' NAILS INTO TRUSS BOTTOM NOTES: CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN SCREWS INTO MASONRY_ 1) SEPARATION WALL IN THE ROOF (TYPICAL ON BOTH FACES OF WALL) SYSTEM PROVIDES 2-HR5 PROTECTION PER GA ASW1000 2) MASONRY WALL PROVIDES 2-HR6 8'x8'Xib' CONIC. KNOCKOUT BLK PROTECTION PER UL-U905 W/105 ROD CONT. FILLED W/ GROUT -(U'5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT 6x6 WI,4xWIA WWF EACH FILLED CELL TYPICAL if ---�--—--�---- D-- :t (2) 45 CONT. \ /\\//\\/ /\ \\ STD - 'BOO HOOK 8' 16' 8' (SEE DETAIL) ,ALT. FIRE WALL DETAIL AT COMMON WALL IA SCALE:3/4'=1'-0' 33 REFER TO A/53 FOR INFORMATION NOT SHOWN. ° 4' 8'x8'x16' CONIC. KNOCK OUT BLOCK W/ (U S ROD CONT, IN FILLED SOLID GROUT OL 9'-4' A.F.F. WCONC. BLK TYPE 'S' MORTAR (U 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) ,-4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL > 13xl6 CONT. FOOTING W/ (2)45 CONT, ON 3' CHAIR DOUBLE C" IJ WALL SECTION t C SCALE:-/4'=1'-O' 53 -(2) LAYERS I'x24' PROPRIETARI TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS a EACH END FIRE CAULK 15 LB ROOFING FELT (SHINGLES) 2' CLG, l/16' O.S.B. SHEATHING UMO. RUNNER 4FIRE RESISTANT 055 1116' SHEATHING 4' ON EA_ SIDE OF WALL NOT STAGGERED OVER PARTY WALL " MIN. GAP / n \ BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY EACH. SIDE OF STEEL 'H' STUD PRE ENGINEERED ROOF TRUSS PERPENDICULAR TO WALL is 24, O.G. MAX. -2X4 BLOCKING W/ (2) 10d TOE NAILS 9 EACH END (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. T O.C.CEILING, 8' O.G. WALLS 4 4' O.G. EDGES -MOISTURE BARRIER USP PTA20 9 END OF TRUSS W/ 10-10d x 1 1/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTAI PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) 45 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) - (1) S VERT- IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT II WIAxW1.4 WWF EACH FILLED CELL TYPICAL a \/ // \ (2) "5 CONT. \ STD. 90° HOOK 8' 16, 8' (SEE DETAIL) 1ALT, FIRE WALL DETAIL AT COMMON WALL P.T. 2x4 1/2" GYP. BD. 50LE PLATE HOLD GYP. BD. 1/2" FROM 5LAB 01011- GONT. BEAD SEALANT SCALE: 3/4' = I' -O' -41 2X 5TUD5 @ 24" O.G. U.N.O. a �d. CONCRETE NAILS INTERIOR CARAH N 4' " EMBEDMENT @ 12" O.G. STAGGERED, FROM BOTTOM 1/2" GYPSUM WALLBOARD U.N.O. PLATE TO CONCRETE W/ DRYWALL 5GREH5 ® 5"O.G. (MIN. SHEAR 180#, MIN. TENSION 120#) RII (MIN.) U.N.O. GONT. BEAD SEALANT CONCRETE 5LAB �Z 6x6HIAxNIA — — — — T �A WHF OR FIBERME5H 69 BARIRIERPOR A:,\/�,\/��\Y//\///� m (1) #5 5TEEL (GONT) ON GHAIR5 INTERIOR WALL SL,'AB STEP NON -BRCS. K< SEE TYP. HALL SECTION FOR ADDITIONAL SLAB INFORMATION. 5GALE:3/4"=1'-O" 53 b F'a- v 'g u j 1, fs, DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineer ng.com CA 25948 � o o Ln w z CID�Ln­q jo1� ziD Q� C M 00 Q O 1 00 z °° z w E di W z O 0 F_ W v W Z = w 0 � � U w 02 _ Z Q 3 0 0 0 U Z Q � F 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=1-0.18( WIND ZONE (2004 EDITION, INCLUDING 200S & 2000 SUPPLEMENTS(. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 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. 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: JUL 0 3 200 SHEET TITLE: SECTION, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S3 M z_ J_ D m M N O N I N Ln 00Ir- Tf —I— — 1F — —— — IJ >i 1/2" MINIMUM GEMENT FIN15H \ STANDARD 3" PIA. TEE THREADED 3" PIA. EXTEN510N SCREW OFF GAP (3" DIA.) FOR GLEAN -OUT 1 MIN. EXTB45ION FROM EXTERIOR PAGE OF BLOCK WALL 15 1 1/2' MAXIMUM EXTa6ION FROM EXTERIOR FAGS OF BLOGK WALL 15 2 1/4" ,VENT OR 2NO FLOOR TYPIGAL G.M.U. WALL 3/4" FURRING 5TRIP5 112" 5YP5UM BOARD W/ DRYWALL 5GREW5 ® 8" O.G. OR 4d DRYWALL NAIL5 TO DRAIN WALL CLEAN -OUT ,4 5GALE: N.T.5. S, REFER TO 5DW... PAC7E5 FOR IN5TALLATION INFORMATION BY MANUFACTURER. T1'PIG,4L. SECTION THRU WINDOW B 54 SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 1/2' ❑ WALL DOOR OPENING DOOR OPENING EXTERIOR WALL ❑ ❑ _—o---------ED --- o-- 15T COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE IV DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONR*' LA'rOUT rD=�� SCALE: N.T.S. SOLID AREAS ARE STEEL AND GROUT FULL SxSxl6 BLOCK DOOR OPENING BLOOD COURSING CORNER INTERSECTION C SCALE: 3/4' = I' -m' 54 PARTY WALL # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK UNIT FILLED SOLID W/ GROUT El 0 E UNIT 1st COURSE1 SCALE: 3/4' =1' -O' S PARTY WALL WARN # 5 VERTICAL REBAR FROM FIND. TO K.O. BLOCK FILLED SOLID W/ GROUT 1/2 BLOCK # 5 VERTICAL REBAR FROM FIND. TO K.O. BLOCK 1/2 BLOCK ❑ ❑ � � FILLED SOLID W/ GROUTTil 1/2 BLOCK ❑ 1/2 BLOCK ❑ 2nd COURSE E2 SCALE:3/4"=1'-0" S4 BLOCK COUf25INCs DETAILS 4 WALL INTERSECTIONS � E KNOCK-OUT7 NOTCH LINTEL WHERE REQUIiRED BLOCK UJ/ C1) �'5 FOR CONCRETE PLACEMENT 1 -- � _ Milli III1m ■EIII HINE Milli ■■III III�� �IIII I111� ■mill 'leim■ MOI ■■11i 111■■ M1111 1111100 —� NOTES: 1O1=ILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE. FOR BEAM DEPTH >22', PROVIDE A 4' x 4' INSPECTION PORT 'w EACH VERTICAL REBAR E DIRECTLY ABOVE THE LINTEL. O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO i I)' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYFIG,4L FILLED LINTEL ,45SEM5LY � SCALE: N.T.S. S ,I TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-1111 TOE NAILS o EACH END w Q 3 5/8' 25 GA. MSG STEEL TRACK RUNNER 3 5/8, STEEL STUD e 24' O.G. MAX W/ (2) NO. 8 x 5/8' WAFER HEAD SELF DRILLING 0 TOP f BOTTOM 3 5/6' 25 GA. MSG STEEL TRACK RUNNER W/ HILTI X-CF NAILS OR EQUAL 12' O.G. 6X6 WIAXWIA WWF OR FIBERMESH a ----417----8 —'�.. TYPICAL INTERIOR NON - BEARING METAL FRAME WALL � SCALE: N.T.S. S� SCALE:3/4"=1'-0" S4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-111 TOE 3rd COURSE E3 SCALE: 3/4"=1'-0' C 4 NAILS 9 EACH END DOUBLE 2x TOP PLATE L PART WALL —# 5 VERTICAL REBAR FROM ICJ FIND. TO K.O. BLOCK FILLED SOLID W/ GROUT —1 ❑ ME ❑ 1/2 BLOCK 4th COURSEKE4 SCALE:3/4'S� DINDICATES CELL TO BE FILLED SOLID W/ GROUT (NO #5 REQUIRED) (U.N.O. ON PLAN) 2x TOP PLATE -) 2-16d NAILS 9 24' O.C. OR 2x CRIPPLES s IV O.G. EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x BLOCKING a EACH END W/ 10d 2x STUD e 24' 4' O.C. FROM EACH HEADER O.G. MAX. FACE TO BLOCKING PROVIDE HILTI X-CF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL e 12' O.C. PER PLAN SEE A/53 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE 2x BOTTOM PLATE W/ (1) 10d g 8' VARIES O.C. TO EACH HEADER FACE a a a n �. TYPICAL INTERIOR NON- 2 x ro (MIN.) FR,4ME BEARING WOOD FRAME WALL j W,4LL HE,4DER DETAIL 1 SCALE: N.T.S. S� SCALE: N.T.S. �54 HEADER SUPPORT NO. OF JACKS s STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) 4'-9' (2) (3) (2) (2) 9'-16' (3) (3) (2) (3) 2X CRIPPLES 6 16' O.0 W/ USP 6PT24 TYP. TOP AND BOTTOM -WHEN STUD LENGHT- 15 LESS THAN 12' USE L5TA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE E NAILED TO HEADER EACH 51DE W/ 11 - loci NAILS led NAILS 9 O/C TYR DOUBLE 2'x4' CRIPPLE STUD TYPICAL (UND.) �0 NL'7 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED tv 12' O/C FOR 2'xlO' OR GREATER HEADER 0 • HOLD DOWN CONNECTIONS NOT REQUIRED o BEARING WALLS WITHOUT UPLIFT WALL HE�4DER DET,41L SCALE: N.T.S. DOUBLE 2 X 12 "2 SYP HEADER W/ 1/2' FLITCH PLATE (UxO.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 12d I6' O/C UNLESS NOTED OTHERWISE 2'x4' STUDS TYP. SEE PLAN FOR REQUIRED CONNECTIONS P.T. BOT. PLATE USP iZF SPT4 5PT24 2X4 STUDS 9 24' O.C. ?'-m' L__fl /8'xl0' 'J' BOL e 24' O.G. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X4 P.T. PLATE SPT4 USP SPT 1/2 BLOCK CONTINUE BLOCK PATTERN ❑® FILLED CELL STAGGER ALL VERTICAL JOINTS 5th COURSE $CALE:3/4'=1'—�" S� TOP SPLICE �2 ROWS loci ®3" O.C. (14 NAILS TOTAL) Od 0 8" O/C PLATE LENGTHS MUST BE BOTTOM SPLICE) AT LEAST 8'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL 1" I SCALE: N.T.S.5 F= 2240 LBS 1 )AA AILED INTO TRANSOM TRANSOM FRAMING SEE SECAND BB/ADDITIOSP SPT22 5PSPT4 USP 5PT, a e. a Qe. USP •r; Nt\ AILED INTO TRANSOM FRAMING TRANSOM FRAMINGSEE SECTION AA/SIBB/51 FOR ADDITIO DETAILS LINTEL A Ga. D USP SPT22 USP SPT4 5F'T4 ROOF TRUSS ABOVE 2X4 TOP 2X4 BLOCKING �(2) 16d TOE NAILS 10d NAILS -9 6' A. BLOCKING STAGGERED 2X8 WALL ABOVE ENTRY KO. BLOCK W/(1) NCHOR BOLTS e 24' wo CONT. d O.G. MAX FILLED ANCHOR BOLT 2X4 P.T. PLATE MASONRY WALL 2X8 P.T. BOTTOM PLATE C 5/8'xlo' 'J' BOLT f 24' O.G. MAX C (MIN. (2) PER BOTTOM PLATE) C SP SPT4 loci NAILS g loci NAILS a 6' O.C. 4' A STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. —�- PLYWOOD PLYWOOD FASTENED TO TRUSSES orE SHEATHING WITH 8d COMMON WIRE NAILS 4' O/C BOUNDARIES 6' O/C EDGES B 4 8' O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE 5/8'AO' 'J' BOLTS m 24' O.C. MAX (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRYtANCHOR WALL BELOW BOLTS 0 24' O.C. MAX. . (2) PER BOTTOM PLATE) ?,� FRAMIN s DETAILS ABOVE ENTRY R SCALE: N.T.S. C 4 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 un w z� Ln j rn � zQmA� � (M Q 0 u OD Z ~ O' w _j W z 0 J ko ko W Z = w O (� U w p O = Z Z Z Q U O Z�� ZD Q ZD F- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BURRING CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.181 WIND ZONE )2004 EDITION, INCLUDING. 2005 & 20D6 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND STALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONY. 02DOZ-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: )JUL 0 3 2008 SHEET TITLE: SECTION, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S4 M 0 z_ J_ m 00 N 04 L0 i M V_ r 2x4 IT' BLOCKING SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ SCHEDULE FOR SHEATHING DETAIL (2) I6d NAILS SEE STRUCTURAL NOTESA BACKNAIL W/ (2) I6d NAILS BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2'x4' 24' OUTLOOKER O.G. AND NAILING SCHEDULE FOR SHEATHING DETAIL USP RT16 OR EQUAL 0 SEE STRUCTURAL NOTES AND NAILING SCHEDULE 2x4 OUTLOOKER s 24' BACKNAIL W/ 2x O O R �' 48' O.G. TI�T 16d NAIL TOP �� BLOCKING EA OUTLOOKER 2'x4' OUTLOOKER FOR 5HEATHING DETAIL O.G. (OPTIONAL - SEE SEE STRUCTURAL (2) I6d NAILS �' 24' O/C ILI BRACE 1 FIRST FOUR 12x4CR 6 24' O.C.ELEVATIONS) NOTES AND NAILING SCHEDULE FOR TOP CORE) BLOCKING FORID ATTAG-IED W/ ROWS OF 45' t 24' MAX. 45q±.' ��' 2X4 CONT'L' BRACE TOP CORD BLOCKING USP RT16 OR EQUAL SHEATHING DETAIL U5P RT16 OR FIRST FOUR ROWS loci NAILS 4 4' O.C. TYPICAL TRUSSES g EDGES OF 5 BRACE 1 USP Rt16 OR EQUAL m EA. BLOCKING FOR FASTENED W/ l2) loci 3 0 24 O/C. CMID FOR FIRST FOUR ROWS 24' MAX EA. OUTLOOKER EQUAL EA , 2x4 CROSS BRACE OUTLOOKER OF TRUSSES 4'MAX EDGES OF SHEATHING APPROX, 8 FROM OUTLOOKER FIRST FOUR ROWS OF TRUSSES ,a EDGES I HEIGHT OF TRUSSES g EDGES APPROX. 8 FROM SHEATHING TYP. GABLE TRUSS WEB � TYPICAL RIDGE FASTENED At 1 'L' BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE t0 OF SHEATHING TYPICAL DOUBLE TOP PLATE RIDGE FASTENED At , , L BRACE TO EXTEND DOUBLE L BRACING DETAIL EACH JOINT W/ (2) loci I At LEAST 130% OF WEB 8'-0' O/C. EXTEND m LEAST 90% USP 2x4 CROSS BRACE APPROX. 8' FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 At LEAS( OF WEB SCALE: N.T,S. S5 E (2)l0d TOE NAILS g EA END LENGTH (SEE TABLE) 2x4 GROSS BRACE I OF WEB LENGTH d 5PT4 m EA. EACH JOINT W/ (2)10d E (2) loci t (2) 10d TOE I (SEE LENGTH (SEE TABLE) IT' APPROX. 8' FROM I NOTCH 6 BOTTOM STUD loci TOE NAILS s EA END NAILS g EA, END ABLE TRUSS 2x4 BLOCKING TRUSS VERT. WEB 2x6 P.T. SILL I GABLE TRUSS RIDGE FASTENED AT I CHORD (SEE CABLE) 2x4 PANEL BLOCKING 1 1/2' GDX PLYWOOD OR 2x4 BLOCKING 1 SPACED 48 O/C ,fix • 1/2 GDX PLYWOOD OR I EACH JOINT W/ (2) � USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE � 48 O/C FOR THE I 1/16' OSB SHEATHING � 48' O.C. I 1/16' 055 SHEATHING I 10d E (2)10d TOE - - • � FROM LEDGER TP WALL SECTION FOR SPACING FIRST (4) ROWS OF I ATTACHED W/ 10d NAILS L $RACE 1 trod NAIL 2x4 PANEL BLOCKING 9 45' O.G. FOR THE FIRST S'-0' OF END WALL FROM EA END TYP. BOTTOM ATTACHED W/ loci I NAILS 6' O.G. EDGES NAILS 0 EA. END Y BLOCKING • I/2' CDX PLYWOOD OR 1/16' TRUSSES FROM EA I 9 6' O.G. EDGES AND 12' ATTACI-IED W/ 1 CORD ATTACHED W/ (2) 16-d TOENAILS 1 AND 12' O.G. FIELD GYPSUM WALL BOARD I GABLE TRUSS 05B SHEATHING ATTACHED END TYP. TOP d I OG. FIELD loci NAILS a 4' 2'x4' PANEL BLOCKING g 48' O.G. FOR THE FIRST 1 1/2' CDX PLYWOOD OR W/ loci NAILS 6' O.G. EDGES BOTTOM ATTACHED (2) lbd NAILS O.C. TYPICAL -_ IOCIX3' ID 3' O/C (4) ROWS OF TRUSSES FROM EA END TYP. 1 1/16' 055 SHEATHING AND 12 O.C. FIELD W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL GABLE TRUSS WEB THROUGH CHORD BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d (2) 16d NAILS BLOCKING FASTEN WITH 2x4 'T' ON TOP OF PANEL BLOCKING, INTO 2x6 P.T. PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS � 6' O.C. EDGES 2x4 PANEL BLOCKING 48 2x4 BLOCKING 10dx3 s 4 O/C 51NGLE L 5RACING DETAIL 6 SCALE: N.T.S. S5 FASTEN WITH 10dx3' a 4' O/C WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS SP HGAIO s 36' 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED INSTALLED PER MANUF. 2'x6' P.T. SILL 'J' NOTCH ILI BRACE HERE OF TRUSSES FROM EA END 2x4 IT' ON TOP OF PANEL OR 1 1/4' LONG DRYWALL SCREWS O.C, DIAPHRAGM WITH Sd COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS MOISTURE BARRIER 5/8' x 10' BOLT 9 48' O.C. WEEP SCREED TYP. TOP E BOTTOM ATTACHED BLOCKING, FASTEN WITH COMPLYING WITH ASTM C1002 FOR FIRST DBL. (OP STUD WALL BLOCKING a COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL USP WTA20 OR EQ. * 6'-0' O.G. TYPICAL, INSTALLED PER MANUF. W/ (2)16-d TOENAILS lodx3' a 4' O/C 8'-0' FROM END WALL 49 4' O/C TYPICAL PLATE (SEE TYP. SEC.) 45, O/C 1P 4' O/C TYPICAL USP WTA20 .9 EA, TRUSS ALTERNATE USP LSTAIS STRAIGHT STRAP s 4'-0' MOISTURE BARRIER 5/8' OR 1/2' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SPT24 s EACH STUD GABLE M55 5/8'x 10' 'J' BOLT • 32' O.G. MINIMUM 6' FROM VERT. WEB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO M55 GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT - — — - TRUSS VERTICAL PLATE SPLICES W/ 3/16'x2'� PLATE WASHER W11-10dx1 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' TAPGONS. WITH 8d COOLER NAILS OR 1 1/4' TRUSS) SECT f ON 4 r^ r, (� NOTE: IF EMBEDDED STRAP MISSED ED SECTION 2 LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 ��CT I O� SCALE: N,T.S. CJ� (2) Vx8' ILI BRACE FASTENED WITH l37 VERTICAL VERTICAL FOR FIRST 8 -O FROM END WALL 3 I6d PER SIDE SCALE: N.T.S. rj5 WEB± USE 5 MSTAM36 ON OUTSIDE SCALE: N_T_S. �j�,) g 4 O/C TYPICAL SCALE: N.T.S. S�j SCISSOR CABLE �T� BRACE � AS PER I-IIB '31 SCALE- N.T.S. 25 M N • .W CA xll 2�� I � QD e0 1 r n (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE (D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR 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 FOR 3-PLY) 2) ALL NAILS PENETRATE At LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (o) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING 5CNEDULE5 FOR E3UILT-UP COLUMN-5 g SCALE: N.T.S. 5�J Sd 6 6'0/C TRU55ES USP HGAM10 W/(4)-3/16'xl-3/4' WEDGE BOLTS E (4) SDS 1/4' x 1 1/2' SCREWS 2 x 4 BLOCKING W/(2) loci TOE NAILS a EACH END a 24' O/C (TYP) \-BRACING WK3) 10d x 3' • 9 EACH CONK 9 24' O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. 'a NON - LOAD SEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. PROPER IN5T,4LL,4TI0N MAX. S' ) (TYP) FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN FILL SOLID BOTH CELLS 5 RcBAR (TYP STD. �. HOOK U I MA NOTCH WEB AT THE F-ILLED CELL. IN5TALL ATION SCALE: N.T.S. 2'x4' OUTLOOKER a 24' D.G. W/ (2) 10d PER JOINT (( (( OVERLAP TRUSS BRACING 11NIMUM 2'x4' USP HTW207 L 5RACING RE aU I REMENT5 PRE-ENGINEERED At LEAST TWO TRUSS SPACES 6' OVERLAP :ROBS BRACING STUD NO (U 2'x4' (URO.) 2'x6' (UNA.) WOOD TRUSSES SEE PLAN FOR SPACING ILI BRACE ILI BRACE ILI BRACE .00ATIONS) 10dx3' O/C 2,x4, 24' 0'0' - 3'-0' 3'-0' - 6'-0' 6'-0' E GREATER TOENAIL a ro' O/C RUNNER 5015SOR GABLE - (1) 2'x8' 02 S.F.F. a EACH VERTICAL AND (2) 16d PER W/ (2)16d TYPICAL I JOINT NAILS 1 12" MAX. (2) 211x8" FULL HEIGHT 6 DIAPHRAGM BLOCKING I VVI\I II\MV NV LV I IVI i VVIW Vl�i"�VII \a.A 2'x4' MIN. ALTERNATE NON -DROP GABLE END DETAIL CROSv 5R C; ING DETAIL( J SCALE: N.T.S. SCALE: VVi\1. LL"I\I1 \l.i GASLE E:ND 5RACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. NOTE: 1) ILI BRACE MUST EXTEND AT LEAST 'BO% OF WEB LENGTH EXCEPT, SCISSOR GABLE WIICP REQUIRES BRACE TO EXTEND FULL PEIGPT OF GABLE. 2) ILI BRACE TO BE FASTENED TO GABLE STUD WITH l0dx3' NAILS -w 4' O/C. 'L' BRACE W/ loci • 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) G745L.E END 5R,4CING DET,41L. MEAN WALL HEIGHT UP TO 30'-0' -SEE STRUCTURAL NOTES FOR. WIND SPEED SPECIFICATION SCALE: MINIMUM (2) I6d PER JOINT MINIMUM 2'x4' TRUSS BRACING TRUSS 5RACING OVERLAP DETAIL ' EACH STUD SCALE: N.T.S.mi END JACK II'-O' MAX. tiA GORIER JACK >Y O UPLIFT CONNECTIONS - �-I I P FR,41"I I NG REFER TO SECTION lA / ON SHEET 55.1 FOR X-BRACING, AND TOP USP I-KsAMIm W/ HORD BLOCKING (4) 3/1VA-3/4' .�FORMATION WEDGE BOLTS E i WOOD TRUSSES (4) SDS 1/4' x 1 1/2' lzlfl SCREWS 4 RAT RUN BRACING T 24' O.C. ON TOP OF OTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 - 16d At EA. TRUSS JOINT 2x4 BLOCKING IS 24' 1/2' HIGH STRENGTH OR21 O/C W/ 2 - I6d 5/5' GYP. WB W/ 1 3/5' TOENAILS e EA. END DRYWALL NAILS OR MASONRY WALL DRYWALL SCREWS 1' O/C CEILING 4 8' O/G —ErtARCHITECTURAL FINISH WAIRW EXT. WALL CONN. 6 NON - LOAD 5EARING LOCATION D SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' CJ% ADDITIONAL INFORMATION. 20'-C' MAX 20'-O' MAX 'X' BRACE SEE DET. J/65, CONTINUOUS BOTTOM CORD BRACING 2'X4' MIN. �IIII CIL IIIIII IA II II =I� II��III � �illlllllll NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CORD GUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING m tHAt MY BE REQUIRED 4'-0' O.G. MAX FOR 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 9M. OF THE WEB. .0011ft%1 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L `LO AS PER SCSI 1-03 SCALE: N.T.S. CJ. 5 � SCISSOR TRUSS 2X4 BRACING 9 48' O.G. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d 9 EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING 5C I550R TRU55 W1 DROP CEILING 5RACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 12 6.9 MAX TOP PLATE WOOD FRAMED GA5LE END 5RACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: KT.$z rV c f :'x . NOTES FOR WIND SPEED SPECIFICATION'1 :: ) DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flo ida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoeng i neeri ng.com CA 25948 o o Ln w H z HI o�� Z am�� �OMIb LL I Z aH a o zwE Ww�~ z o Lu v Lu Z = w U p Lu = Z Q Z O 0 p U Z n- F 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, 3SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = --0.181 WIND ZONE (20D4 EDITION, INCLUDING 2005 S, 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 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: 0UL 3 SHEET TITLE: 1 TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S5 N Z J_ m co O N N li') O R 2x FURRlWz is 16' O/C (AS REQ'DJ Ix4 F.T. BASE NAILER (AS REQ'D) 31/4' BASE BOARD (AS REQV) - bxb WI4xUJ1.4 W OR F15ER lESH COWC SLAB I .d �• (1) 5 VERY. IN FILL CELLS (SEE FOUNDATION FLAN FOR LOCATIONS) ARCHITECTURAL FINISH (EXT. ONLY) 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL z NOTE, N1) MASONRY WALL PROVIDES 2-W PROTECTION PER UL-U905 (AS REQ'D) STD. 90° HOOK (SEE DETAIL ON 514T. 83) A. 3 1/2' MIN. a - I \-31%' MIN. \>\ a: A Q a a .. a TYP. �� ' '• '. AV SEE IA/63 FOR ONE STORY Cx/56 FOR nW STORY REINF. INFO \1� � CLEAN POISONED AND COMP. 8" 2'-0" (TWO STORY) 8" SOIL.(95% MODIFIED PROCTOR PER ASTM 01551) 2 -HOUR MA5. FIREWALL W1 5TEF 5ECTION SCALE: 3/4"=1'-0" 5(o 2X4 LEDGER'1 46' O/C MAX. VERTICALLLY NAILED TO TRUSS WEBS W/(2) ad (TYP.) 2X4 BLOCKING 6 48' O.C. MAX. W/ (2) 16d TOE NAILS 6 EACH END 4 GLUED TO ROOF 15 LB ROOFING FELT (SHINGLES) SHEATHING 0.S$. SHEATHING U.N.O. FIRE CAULKS r2' CLG. RUNNER 6 MIL VAPOR PRE ENGINEERED BARRIER ROOF TRUSS 6 24` O.C. MAX. (2) LAYERS I'x24' PROPRIETARY TYPE 'X'� GYP. PANELS INSERTED BETWEEN 2' FLOOR + CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2' FLOOR RUNNER W/ 3/16' DIA, x 1 3/4' TAPCONS 6 1(o' O.C. STD. 90° HOOK - NOTES; (SEE DETAIL) 1) SEPARATION WALL IN THE R_3 MIN. INSUL. PER - ROOF SYSTEM PROVIDES FBC (2004 ED.) 2-HR6 PROTECTION PER GA 6I3-60214,15C.1.1 A5W1000 (1) 05 VERT. IN FILL- (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4 2) MASONRY WALL CELLS (SEE FILL (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <_ 4:12. PROVIDES 2-HR5 CELL PLAN FOR 12 PROTECTION PER UL-U1305 LOCATIONS) _ PRE ENGINEERED WD TRUSS 9 24' O.C- MAX. SHINGLE ROOF (1) 05 VERY IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS 15 LB ROOFING FELT (SHINGLES) (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE HURRICANE ANCHOR 6 EACH TRUSS ANCHOR (MIN. 5HEAR=1340* 4 MIN - (SEE UPLIFT 5CHED.) W/ METAL PL. TEN6ION=5300) W/ 3 1/2' MIN. u NDER EA. TRUSS TO OUTSIDE OF WALL. EMBEDMENT 6 16' O/C (2 ROWS) 1/16' O.S$. FIRERATED OR REG. 3/4' PLYWOOD DECKING GLUED AND 45UL. MIN. PER ROOF PLAN SEE ROOF NAILED W/ ad COMMON -s 6' O/C Q NAILING SCHED. ON SHY. SNI 1/2' HIGH STRENGTH OR 5/8' GYP WB W/ 13/8' DRYWALL NAILS OR DRYWALL SCRWS, 1' O/C CEILING 4 8' O/C WALLS I' P.T- NAILER-/ MOISTURE BARRIER - STD. 90° HOOK (SEE DETAIL) R42 MIN. INSUL. Ix P.T. BASE NAILER (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. 5HEAR=13400 4 MIN. TEN5I0N=5300) W/ 3 1/2' MIN, EMBEDMENT 6 16' O/C (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ Od COMMON 9 6' O/C EDGES AND 12' O.C. FIELD 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL 1/2' GYP. W$. OR 3/0' PLYWOOD/TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ ad COMMON 9 6' O/C TO ONE SIDE OF FLOOR TRUSS FOR AN `r AREA <_1000 50. FT 4 SEALED PENATRATION R42 MIN. AREAS W/ FOAM. INSUL. DRAFTSTOPPING SHALL TOP CHORD BRG. \ DIVIDE THE CONCEALED FLOOR 5Y5TEM SPACE INTO APPROX. EQUAL AREAS. 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR 5/8, GYP. TYPE 'X' 6 GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCRWS. 1' O/C CEILING 4 8' O/C WALLS Ix WE) FURRING -s 24' O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB - (MIN 3000 PSI GONG. SLAB FOR HERNANDO CO. ONLY) EDGES AND 12 O.C. FIELD 1/2' GYP. W$, OR 3/8' ALUMINUM PLYWOOD/TYPE 2-M-W DRIP EDGE OSB (DR4FT5TOPPING) ALUMINUM FASCIA TO BE NAILED W/ Od COMMON -T 6' O/C TO ONE 12 " UN.O- 2x4 SUB FASCIA SIDE OF FLOOR TRUSS I' P.T. 2' ALUMINUM NAILER FOR AN AREA <-1000 SQf5RG. VENTILATED SOFFIT FT 4 SEALED 8'x8'X16' CONC. KNOCKOUT BILK. PENATRATION AREAS WCHORD W/I"5 ROD CONY- FILLED W/ GONC. FOAM. DRAFTSTOPPING FLOOR SHALL DIVIDE THE EM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2' HIGH STRENGTH OR 5/5, GYP. (U "5 VERY IN FILL CELLS WB. (OR 5/8' GYP. TYPE 'X' 9 GARAGE W/ (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/I-3/8' LOCATIONS) DRYWALL NAILS OR DRYWALL SCRWS. 1' O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES TWO STORY FARTY � II- `o ;n LITE TEXTURED `v ? DECORATIVE FINISH UPPER FLOOR STD. 90° HOOK (SEE DETAIL) NAILED FLOOR TRUSS TO LEDGER W/ 4-10d TOE NAILS 8'X5'xl6' CONC. KNOCKOUT BLOCK W/ (1) "5 ROD CONT. FILLED SOLID W/ GROUT Ix P.T- BASE NAILER ARCHITECTURAL FIN15H (U 15 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 4 NOTES) w u d' _ IL Q 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL RlQ • D e 6 D FINISH GRADE 6x6 Wl.4xWl.4_\��� WWF OR FIE ERMESH \� j\ i�\\// \/��// STD. 90° HOOK / (3) 0 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3' MIN. CLEARANCE TYP 2 -5TORY WALL 5ECTION SCALE: 3/4'=I'-O' FIRE RESISTANT OSB 1/16SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY EACH. SIDE OF STEEL 'H' STUD (I) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/ 1-3/8' DRYWALL R30 INSUL. MIN. NAILS OR DRYWALL SCREWS 1' O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES - 2 x 4 5YP"2 x12' LONG SCAB g EACH RBC CLIP W/ 10d 9 3' O-C. -5IMP60N RBC 6 36' O.C. W/ 6-10dx1 1/2' NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION (TYPICAL ON BOTH FACES OF WALL) -I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's —8'x8'XI6' CONC. KNOCKOUT BLK. W/105 ROD CONT. FILLED W/ GROUT 4'x4' INSPECTION PORT 9 EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRUSS TO LEDGER STD. 90° HOOK W/ 4- IGd TOENAILS (TYP.) (SEE DETAIL) 2ND FLR TS'x8"xl6' CONC. / KNOCKOUT BLOCK W/ (1) 15 ROD CONT. FILLED W/ GROUT < TOP CHORD BRG. FLOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 513-602.I.A15C.1,1 SECTION 5 5CALE:N.T.5. 3/4' PLYWOOD DECKING PER J/56. 8' CMU WALL /CUSP HTA20 9 48' O/C, W/ 4' EMBEDMENT INTO / \ KO. BLOCK 4 10-1ed NAILS INTO BLOCKING DBL. K.O. BLOCK PER DETAIL J/56. �•.• `z-2X4 5YP02 DIAGONAL (45°) SHEAR BLOCKINGS BETWEEN BLOCKINGS Wl (2) 10d TOE P.C. LINTEL NAILS EA. END. PER PLAN. 5HEAR WALL DETAIL C SCALE:N.T.S. Cj�p PRE- ENGINEERED FLOOR TRUSSES 24' O/C MAX. 2X4 5YP02 BLOCKING 48' O/C W/ (2) 10d TOE NAILS 9 EA. END (TYP.) 8' CMU WALL 2X4 BLOCKING 6 48' O.C. MAX, W/ (2) 16d TOE NAILS 9 EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER -s 48' O/C MAX. - VERTICALLLY NAILED TO TRUSS WEBS W/(2) ad (TYP.) PRE ENGINEERED ROOF TRUSS 6 24' O.G. MAX. SIMPSON RBC 9 36' O.G. W/ 6-10dx1 I/2 NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2 x 4 5YP'2 x12' LONG SCAB e EACH - RBC CLIP W/ led 9 3' O.G. 2' FLOOR RUNNER W/ 3/16' DIA.� x 1 3/4' TAPCONS 9 16' O.C. STD. 90° HOOK (SEE DETAIL)- 8'x8'XI(o' CONC. KNOCKOUT BLK W/ 115 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC­__- (2004 ED.) 513-602.I.A15C.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA ASW1000 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 (2) LAYERS I'x24' PROPRIETARY TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG, RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. FIRE CAULK 2X4 BLOCKING W/ (2) 10d TOE NAILS EACH END r2' CLG. 15 LB ROOFING FELT (SHINGLES) I RUNNER (1) 05 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. 514EAR=13400 4 MIN. TEN5I0N=5300) W/ 3 1/2' MIN. w U EMBEDMENT 6 16' O/C (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ Od COMMON g 6' O/C Q EDGES AND 12' O.C. FIELD 1/2' GYP. W$. OR 3/6' PLYWOOD/TYPE 2-M-W OSB (DR4FT5TOPPING) TO BE NAILED W/ ad COMMON a 6' O/C TO ONEztt 51DE OF FLOOR TRUSS I' P.T. . . . FOR AN AREA <_I000 SQ. NAILER FT 4 SEALED PENATRATION AREAS W/ TOP CHORD FOAM. DRAFTSTOPPING BRG. FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB, (OR 5/6' GYP. TYPE 'X' 81 GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL 5CRW5.1' O.G. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES FIREWALL DETAIL 1/16' O-S$. SHEATHING U.N.O. FIRE RESISTANT OSB 1/16' SHEATHING 4' ON EA. SIDE OF 1/2' GYP WB 4" MIN. GAP WALL NOT STAGGERED OVER (1) *5 VERT. IN FILL CELLS (SEE PARTY WALL FOUNDATION PLAN FOR LOCATIONS) BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS w NAILED INTO TOP/BOT. PLATE ONLY a EACH. SIDE OF z TYPE 'S' MORTAR (TYP.) STEEL 'H' STUD T_ (- 2X4 BLOCKING W/ (2) 10d TOE NAILS 9 EACH END Q 8' LONG- BLOCK (TYP.) PRE ENGINEERED ROOF TRUSS Ix P.T. BASE NAILER__4'x4' INFECTION PORT PERPENDICULAR TO WALL 9 24' O.C. MAX. EA. FILLED CELL (TYP.) 6x6 WI.4xW1.4 WWF R30 INSUL. MIN. I -F, I (1) LAYER 1/2' HIGH STRENGTH OR 5/0' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS.1' OEILING, 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER \ I P.T. NAILER (4) 15 CONT. �\ �j ��, \ STD. 130' HOOK `-USP HTA20 6 END OF TRUSS W/ 10-I0d x 11/2' NAILS ON 3' CHAIR 8, 2 -0, 8, (SEE DETAIL) INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2 - 5T ORY F)ARTYWALL 5ECTION PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT -a EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRUSS TO LEDGER STD. 90° HOOK W/ 4- 10d TOENAILS (TYP.) (SEE DETAIL) 2ND FLR T8'x8'A(V CONIC. / KNOCKOUT BLOCK W/ (1) *5 ROD CONY. < FILLED W/ GROUT TOP CHORD BRG. FLOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 513-602.1.A5C.1.1 F SCALE:N.T.S. 2X4 BLOCKING W/ (2) 106 TOE NAILS g EACH END FIRE CAULK 2' CLG' 15 LB ROOFING FELT (SHINGLES) RUNNER 1/16' O.S$. SHEATHING U.N.O. FIRE RESISTANT OSB 1/16' SHEATHING 4' ON EA. 51DE OF (2) LAYERS 1'x24' PROPRIETARY TYPE- 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. R30 INSUL. MIN.------ 2' FLOOR RUNNER W/ 3/16' DIA.— x 1 3/4' TAPCONS 9 16' O.G. STD. 90' HOOK (SEE DETAIL) 8'x8'XI(o' CONC, KNOCKOUT BLK 115 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC- (2004 ED.) 513-602.I.A15C.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS PROTECTION' PER GA 4611I000 2) MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-1.1905 4" MIN. GAP WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY 9 EACH. SIDE OF STEEL 'H' STUD 2X4 BLOCKING W/ (2) 10d TOE NAILS 6 EACH END PRE ENGINEERED ROOF TRU55 PERPENDICULAR TO WALL 6 24' O.C. MAX. (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' O.C.CEILING, 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER I' P.T. NAILER USP HTA20 6 END OF TRUSS W/ 10-10d x 1 1/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'5 PRIOR TO INSTALLING THE PROPRIETARY PANELS (I) *5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) FIREWALL DETAIL 6 TRU55 FERFEND ICULAR TO WALL �E SCALE.N.T.S. 2X CRIPPLES 16" O.C. W/ USP 5PT24 TYP. TOP AND BOTTOI" 1 *WHEN STUD LENGHT IS LESS THAN 12" USE L6TA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO HEADER EACH SIDE W/ 11 - IOd NAILS 106 NAILS 1w 0" O/C TYP. DOUBLE 2 "x4" CRIPPLE STUp� TYPICAL (UN.O.) DEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (U (2) (1) (2) (2) ( DDO� SCALE: N.T-5. SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROW5 12d NAILS STAGGERED 0 12 " O/C EACH FACE OR 3-ROW6 126 NAILS STAGGERED 6 12" O/C FOR 2"xl0" OR GREATER HEADER DOUBLE 2 x 12 *12 SYP HEADER W/ 1/2" FLITCH PLATE (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 126 e 16" O/C UNLESS NOTED OTHERWISE 2'x4' STUDS TYP. P.T. BOT. PLATE ROAM TRUSS (3) C2J f2) L SEE PLAN FOR REQUIRED l3) (2) (3) CONNECTIONS LOAD 5EARING/EXTERIOR FRA II= WALL I--IEADER DETAIL 1,1 5+'0 24' MIN, LAP SPLICE 1'-4' 6' 6' I'-4' 6' ro TYP. TYP. 0 0 0 0 0 0 _ SPLICE BEYOND SPLICE PART, ELEV. VIEW 1/2' WEDGE ANCHOR (MIN. 5HEAR=13400 4 MIN. TENSION=530*) W/ 3 1/2' MIN. EMBEDMENT 6' MIN. DBL. K.O. BLOCK —\ 16' O/C 24' MIN L(2) 2x8 LEDGER P.T. LEDGER LAP SPLICE ATTACHED TOGETHER W/ 2-ROW6 10d le 6' O/C FART. FLAN VIEW LEDGER LAF SPLICE DETAIL SCALE: 3/4' =1' -0' DIEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineer ng.com CA 25948 0 Ln w 0 Ln jrn tD r� z amrn Lu,M Q0-0--1op zCe Q0.00 z E Lu _j W z o C) L -i ci W z = w U Q Q Lu cy 2 Z Q Z O p U Z F•— ZD 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 = 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. 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM LENNAR CORPORATION. 02008-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: SHEET TITLE: TYPICAL 2-STORY SECTIONS AND DETAILS (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 N 0 Z 0 J_ D m M N N LO i O t— Lf r RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: k = V-0' HANDRAIL - SHALL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.5.6, 2004 EDITION) HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH N❑SING ON OTHER TREADS' 3/4' RISER CUT TO FIT MAINTAIN BETWEEN J' AND �' GAP TOP AND BOTTOM, GLUED AND NAILED 2x4 TO STRINGER syp bloc for 2x12 TREAD GLUED AND NAILED—\ "FXO [�V�ZIJDRFT jjOP 2x4 PT NOTCHED INT❑ STRINGER ANDx12 SYP DRYWALL STOP TAPCONED INT❑ :FLUST NOT T❑UCH WITH GLUE ATRkSI SIN KNEEWALL FOR 2x12 STRINGER C❑NTAUg1]G4ND NAILED TO STRINGER POINTS E R DRYWALL SPACING H SECTION VIEW SCALE: J' = 1'-0' 2x12 SY SCAB 2x4 GLUED AND NAILED NOTE- HANDRAIL SHALL BE 42" ABV. END OF TREAD A / ALIGN THIS STUD WITH STRINGER (EACH SIDE) TO BOTTOM EDGE PICKETS NO MORE THAN 4" O.G. FACE OF 2ND RISER 3/4' RISER CUT TO OF 2x12 STRINGER H FIT MAINTAIN BETWEEN J' AND GAP TOP AND BOTTOM, GLUED AND STRINGER MUST MAKE F NAILED TO STRINGER 2x4 BEHIND RISE CONTACT WITH LANDING 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 x SYP CUT TO FI STRINGERS BEARS IN WALL m x12 SYP B BEARS IN x4 BL❑CKING FOR C WMLL>1c•IE2PT UNDER 2x12 x6 SYP JETP SYP ATTACH ALL C❑MOFT. �j2x4 ICKET RAILIN�BL❑CKING 71 I- ❑F STAIR T❑ C❑2x4 PT N❑TCHED INT❑ STRI F❑R STRAP2 J' TAPC❑NS @ NT5 AND NAILED TO FLOOR WITH G UE (SIMPS❑N TAZ15)�TTACH ALL COMPONENTS lx4 GLUED A AT STRINGER CONTACT P❑INTS BEHIND RISER OF STAIR TO CONC. W/ i' X NAILED TO STRINGER ll 2 J" TAPC❑NS @ MAX. 32' O.C. 2x4 CUT ON 7 BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECTI❑N VIEW "A" SCALE: 1' = 1'-0' STRINGER MUST MAKE FULL CONTACTWITHLANDING J 2x SYP CUT TO FI BEARS IN WALL 2x12 SYP BEARS IN WALL �— 2x6 SYP 2x4 PT NOTCHE AND NAILED TO 2x4 CUT ON AT STRINGER CE BEVEL DOES NOT BEAR IN WALL SECTI❑N VIEW "D" SCALE: 1' = 1'-0' FILLER STRIPS AD PLYWOOD GLUED & SCREWED TO — PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL TE�4 x12 SYP BEARS IN WALL BULLN❑SE DETAIL. SCALE: 1' = 1'-0' 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK -,2xl2 SYP GLUED AND NAILED TO 2x4RAMING 2x12 DRAFT TREAD STOP GLUED AND NAILS] 2x4 PT NOTCHED INT STRINGER AND TAPC❑NED INT❑ FLO❑ WITH GLUE AT STRINGER CONTACT POINTS B SCALE: 1' = 1'-0' SECTI❑N VIEW "B" SCALE: 1' = 1'-0' 2nd RISER TREAD 4 GLUED AND NAILED TO STRINGER \ DRAFT P 12 SYP DRYWALL 7P MUST NOT JCH STRINGERS K4 BL❑CKING FOR 42PT UNDER 2x12 SECTI❑N VIEW "E" SCALE: 1' = 1'-0' 0 x12 SYP DRYWALL STOP MUST NOT TOUCH GIS(FEDN�S NAILED TO STRINGER � ❑R DRY WALL SPACING E SECTION VIEW SCALE: J' = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS, REFER TO PLAN DETAILS FOR RISE AND RdN NOTE: 2x12 DRYWALL STOP NOT SHOWN 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SECTI❑N VIEW "C" T❑P OF STRINGER SCALE: 1' = 1'-0' C❑NN, TO BOTT❑F OF NEWEL POST PER CONTRACTOR NEWEL POST LET INT❑ THE BLOCK PR❑VIDE BL❑CKING F1 rFLOOR GIRDER PROVIDE S❑LID 1 x 11 BL❑CKING BELOW ALL ❑R OR NEWEL POST FROM VL JOIST TO J❑IST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL_ POST SECTI❑N VIEW "( PLLJL r\1INy SCALE: 1' = 1'-0' SCALE: 1' = 1'-0' F SECTI❑ VIEW - SCALE: �' = 1-0' STAIR CONSTRUCTION (IF lIX17 REDUCE SCALE ,5) YWALL J❑INT RYWALL TO VER J❑ISTS) 'TUD NAILED iLUED TO TOP 4 CUT INT❑ RIM ND, UED AND NAILED TO ARING WALL BELOW YWALL J❑INT RYWALL TO VER J❑ISTS) DETAILS SCALE: AS NOTED 2X12 BL❑CKING FOR NEWEL POST TO ANCHOR TO, (GLUED AND NAILED) JOIST 2X6CAP Q 1/2" DRYWALL 2 X 4 FRAME Lu WALL O z HALF WALL DETAIL @ LOFT WOOD PICKETS SPACED ® 4" C/C GUARDRAILS SHALL BE ADQUATE IN 5TRENGTH, DURABILITY AND ATTACHED AS DESCRIBED IN SECTION R3122, FRG 2004 OFTIONAL FIGKET DETA @ 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 2004 1009 DANSCO iLi JL ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o 0 W z 0 O�� 0 j o� "0 Z Qm�v- f M Q0�� ZQ� a o z E Lu z W i z o 0 F— LU c i Lu Z W O U W fie 2 Z Z Z Q 3 Z F- IZ Q ZD ZD TO THE BEST OF THE ENGINEER'S 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. 2007 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. Q 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: IJUL 0 3 SHEET TITLE: STAIR DETAILS SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: JB REVIEWED BY: TH STAIR 00 N V Z _J co N O N O M r Ln v- Exterior Research & Design, L.L.-C. Building Science and Envelope Consultants ERp certificate of Authoritarian #9503 September 20, 2004 RE: Certification of Independence, Florida DCA Rule 98-72 To Whom It May Concern: This letter serves to document the following in accordance mth Florida DCA Rule 9B-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 manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, R.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 Nieminen, P.E. Forida Reg. No. 59166 General Manager, ERD East Cell: (203) 809-5614 Email: robertnC xdesign.com Mal. dike. 2411 7"• Ave W . Suitt 101 . Scottie, WA 981 t9 . Voice (206) 467-00S4 . Fax (706) 467-SS40 Laboratory: 600 W. Nmkersotr St . Seattle, WA 98119 • V.iee (206) 298-3620 • Fax (206) 298.3130 ERD East: 1 Mattoon Road • Waterbury, CT 06708. Voico (203) 596-7864 • F.. (203) 596.7058 8MAA1l-DkDFu CPLTNTY, FLORIDA M ME•rRO-DARE FLAGi ER nUILDEIG BUIli CODE COMP' LVICE OITICE (BCCO) 140 ih'ES'I rl yr J.&R 61"RF>;•T SU17T 1603 PRODUCTCONTROL DIVISION WAMI, FLORIDA 33t 0..563 ;iD) 3 s 7nm r1x ('+0� 3 �2908 NO'i CE OF ACCF.PTA_N_CF (NOA) Southeastern Metal Manufacturing Company, Inc. 11801 Industry Drive Jacitsouvine. FL 32218 SCOPE; This NOA is being issucd under the applicahle rules and regulations governing the use of contraction materials. I. Division d accepted Ti1a documentation mlt+mitted has l�;n reviewed by Miatni-Dade County Product Control Dt s i t an by the Board of Rules and Appeals (BORA) to be used in Miarrli Dade County and other areas where allowed by the Authority Hisvin, Jurisdiction (AM), This NOA shall not be valid after rlr expiration date stated below. The Mi:mv Dade County Product Control Di iaion (In Nfimxv Dade Count)) and/or the AHJ (in areas other than Miami Dade County) reserve the tight to have this product or material tested for quality assurance purposes. If this product or material 'fails to perform in the accepted ,manner, the nwnufa uirur wilt incur the expense of such testing and The AHJ may hoinediarely revoke, modify, or suspend the use of such product or trateriai within l3tert jurisdiction. BORA mservec the right to invoke this acceptance, if it is determined. by Miami -Dade County Product Control Division that this product or imperial falls to meel the rNuirerrients of the applicable building code. This product is approved as described herehr, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane 7 me. DESCRIPTION: Weafl7er Vent LABFLINC Each trait shall hear a perrnaneatt label with the. manufacturer's name or Toga, city, state mill following statement: ",Munni•Dade County Product Control Approved" Euless othenv r.e noted herein. has heen no V d re RENEWAL of this . 0.'+ shall he considered after a renew al application has [Teen filed anhe i . change in the applicable building code negraivoy affecting the performance of this product TERLIINATION of this NOA will occur 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 ondorsemem of any nrodu n, for _al qs advertising or any other purposes shall aubamaticall} terrninate this NOA. Failure to comply a rem 'a of NOA w uh env° see ton ofthis NOA shall be cause for loriTrinauon rid ov 1 - - _, Ail K7 LSEMh:NT; I he NOA numher preceded by the words Miami -Dade County. Florida, and followed by the expiration date Tray he displayed in advortising literature. Tf any portion of die NOA is displayed, then it shall be done I it its cntirett. iNSPEC.TION' A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the jots site at the request of the ,Building Official. This NOA consi is of pages 1 through 3. The submitted documentation was reviewed by Prank Zuloaga, RRC. NOA Psio 034008.02 Expiration Date: 04/15/09 0 Approval Date: 04/15/04 Page 1 of 3 FL k FL5027 Application Type New Code Version 2004 Application Status Approved Comments Archived ■ Product Manufacturer LL Building Products, Inc sub of GAFMC Address/Phone/Email 295 McKay Road Burgaw, NC 28403 (910) 259.6374 ext 244 sboehling@gaf.com Authorized Signature Steve Boehling sboehling@gaf,com Technical Representative Steve Boehling Address/Phone/Email 295 McKoy Road Burgaw, NC 2842S sboehling@gaf,com Quality Assurance Representative Enrique Morales Address/Phone/Email 295 McKoy Road Burgaw, NC 2842S emorales@gaf.com Category Roofing Subcategory Other Other Subcategory Ventilation Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Referenced Standard and Year (of Standard Year Standard) Florida Building Code 2004 Equivalence of Product Standards Certified By Sections from the Code 1517.E Product Approval Method Method I Option A Date Submitted 09/06/2005 Date Validated 09/23/2005 Date Pending FBC Approval 09/30/2005 Date Approved 10/11/2005 EXTERIOR RESEARCH & DESIGN, LLC. Edict 2 MAT'TOON ROAD Certficate of Authorization Ai WATERBURY, CT 06488 PHONE: (203) 596-7884 FAX; (203) 596-7058 _EVALUATION REPORT ___-___ CertainTeed Corporation ERD Evaluation Report 3532.09.05 1400 Union Meeting Road FL5444 Blue Bell, PA 19422 Date of Issuance: 09/22/200S SCOPE: This Evaluation Report is issued under Rule 913-72 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. DESCRIPTION! Carriage e House Shangle, Centennial Slate, Classic Horizon Shangle, CT20 CT 20AR Grand Manor Shangle, Hatteras Landmark 30 Landmark 30 A Landmark 40 Landmark 40 AR 9 er Rr Landmark TL, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL, Presidential Shake TL AR, XT25, XT2S AR, XT30 and XT'30 AR asphalt roof shingles. LABELING: 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 products) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report b the named client constitutes 9Po V agreement to notify "ERD or, Robert Nieminen, 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 done in entirety. its enti t . 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 I through 3. Prepared b Robert 3.M. Nieminen, P.E. Florida Registration No, 59165, Florida DCA AIV 1963 CERTIFICATION OF INDEPENDENCE: .. ERD 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 by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for witch theevaluation 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. ROOFING ASsrutuit.if APP1tovAL .ate orv: Roofing Sub-CatOEory: 07720 Static Roof Vent :•later: s: Steel TRADENAMFS OF PRODUCTS l4MANTUFACTURED OR LABELED BY APPI IC ANT': rest Product Product Dimensions smirication Description wearier Vcnt Vent: 4- yr x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. EVIDFNC,SUBMITTED! Test leencvlidentillier Name Repor Rate PRI'AsphaltTechnologies,Inc- TASINI 5BM-002.02-Ct1 0&14103, APPROVFD APPLICATIONS: Deck Type: Wood Deck Description; '%a ' m greater plywood or wood plank System Type A Mechanical. attachrnent of vent for shingle roofs Cutout_ Mark a 3Ni' x 46" opening ccatcred between layout lines and aligned naaial'un 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should Ix cNerdy spaced on the rear slope ol'the T00f. Cenrer vent in opening and set it in a I/8" thick of asphalt rooting cement. Secure vent to the roof deck with 1 114 galvalltred ring shank rooFattg nails spaced approx. 8" eta arid 'I" from the outside edge of the flanec Use a minimum of k 8 nails per writ Seal. a.li nails and vent flange with an approved A.STR4 D 4586 roofing cerwirt- (See drawings herein). Net Free Area: Refer to manufacturers published literature NOA Nn 03-1008,02 Expiration Date: 04/15/09 0 Approval Date: 04/15/04 Page 2 of 3 5027.1 R10 Ridge Vent 10' long aluminum ridge vent - in embossed mill finish and colors ! Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ; Verified By: Impact Resistant: Design Pressure: +/- Other: AR10 Ridge Vents shall not be installed on roof mean heights greater than 33 feet per Miami -Dade NOA 02-0524.01. Theil AR10 Ridge Vent complies with the HVHZ of the Florida Building Code i Certirrcate of Authorization 09503 ROOFING ASSEMBLY EVALUATION: 1, SCOPE: Product Category: Roofing Sub -Category., 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 TL, Landmark TL AR, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL, Presidential Shake TL AR, XT 25, XT 25 AR, XT 30 and XT 30 AR asphalt roof shingles, as produced by CertanTeed Corporation, have demonstrated compliance with the Florida Building Code through testing in accordance with the Standards setforth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2.. STANDARDS: on n Y r _ Prox.�1I .� �P._ 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: Entity Examination Re erence Date Underwriters Labs. ASTM 03462 R684 09/21/2005 La s. L 7 0 R684 0 22 2 O5 Underwriters b U 9 9 0 1 / TM 0 7 Underwriters Labs. A5 D31.6,1 to 11 05CA16 T8 OS 12 2005 Underwriters Labs, ASTM D3161 (to 110) 03CA12702 06/16/2003 Underwriters Labs. ASTM D3161 (to 110) 99NK26506 1IJ23/1999 Underwriters La . A TM 0 1 1 o it 0 CA127 2 27 2 Laos- S 3 6 (t 0) 3. 0 OS/ / 003 Underwriters Labs. ASTM D3161 ( to 110) 05NK22800 06 22 2005 Underwriters abs, ASTM 0 316 to 0 04 2 98 03 0. nderw L D 1 11 CA32 6 1 20 4 Underwriters Labs. ASTM D3161 (to 110) 04CA11329 05/24/2004 Underwriters Labs. ASTM D3161 (to 110) 05NK14836 05/22/2005 Underwriters Labs. ASTM D3161 (to 110) 05NK07049 04/15/2005 Underwriters Labs. ASTM D3161 (to 110) 99NK29506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) QSNK16778 05/12/2005 Underwriters Labs. ASTM 03161 (to 110) 94NK9632 05J1511996 Underwriters Labs. ASTM 03161 (to 110) 03NK29847 10/03/2003 Underwriters Labs. Quality Control R684 Current 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon Shangle, CT 20, Cf20AR, Patriot AR, XT 25, XT 25 AR, XT 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 AR 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, 4A Hatteras is a fiberglass reinforced, 4-tab asphalt roof shingle, ERD Evaluation Report 3532,09.05 FL5444 Date of Issuance: 09/22/2005 Page 2 of 3 LuMITATIONS: L Refer to applicable hugiding code for required ventilation. 2. The installation stud( lie applied in compliance with the manufacturers current published application instruction and the requirements set'fortli in applicable building code. >. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vents shall no be installed on roof mean heights greater than 33 feet, - accordance with the Flonda 5, s listed herein strati have. a � a•s aria auchi Tn ac orlon - All ttct. lestuairt assurance Prod9 Y B-uilding Code and Rule 9B ;2 of the Florida Administrative Gracie, DR.ANYINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE TIG,, FIGURE 1. FLASHING INSTALLATION r'FA,' eP+ ANT. LXTLN-' M.N. CF Fir NOA No 03-1008.02 Expiration Date: 04/15/09 Approval Dates 04/15/161 Page 3 of 3 wtaV Cert!/Jwte of AuthoNza[fon #9503 S. LIMITATIONS: 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 9B-72. 6. INSTALLATION: 6.1 Installation shall comply with manufacturer's current published Instructions, but not less than the F 7 requirements of BC Section 150 _ .2. 6.2 Where the roof slope exceeds 20 units vertical in 12 units horizontat (166-percent slope), special methods of fastening are required. 7. LABELING: 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. BUILDING PERMIT REQUIREMENTS. B O G As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of oils product. 9. MANUFACTURING PLANTS: Contact manufacturer or Quality Assurance Entity for specific information on which plant produces Q ty Y Dec P which products: Avery -OH, Birmingham -AL, Ennis -TX, Freemont-CA, Norwood -MA, Oxford -NC, Peacbtree City -GA, Portland -OR, Shakopee -MN, Shreveport -LA, Wllminton-G4, 10, QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 - END OF EVALUATION REPORT - ERD Evaluation Report 3532.09.05 FL5444 Date of Issvanca: 09/22/2005 Page 3 of 3 Semco 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. 8" o.c. and 1" from the outside edge of the flange. Use a rninimt tm of 18 nails per vent, Seal ail nails and vent an approved ASTM D 4586 roofing cement. 1"-10" to top of cut out from ridge FICaURE 2: WALL FINISH LT f 44, \ T 4a x t r %a to emi =ife. gut size 3 1/2" x 46r' It Base size 24" x 52" Min. 12 down from ridge Line to top of vent base Add 20 blocking on the flat under vent base FiG~:URE 3: CORNER DETAIL W 0 A = I FLASWING INSTALLATION -N WWERE ROOF MEETS VERTICAL WALL 51 l r1 3 RED AJT l.LIVEl A)LLEEY SeALAM1TTAEAFP ILP Lo' oNi BEHIND EHI i q HiG 6Ft �"T X Lu ❑ t-FN Flr ANr .X PN I, A,1 iAENLNG t R wF FM�IV'—^�1 ,yi1N MlIWt 3f F V!RTK AL RISE OF FL A,.1't uQ r eK VER`rQhLVJALL ��� ' ai+J6cbJ1LL ATENTRY 'cam. a a ER .:qF ii n R � \ i' � s firX H ♦. C",-�FJJ�Vv" FLASHING DETAILSBE NOTE: THIS 1JETAlL 15 REQUiRED Y1Nv AT ALL VERFICAL WALL INTtRSEC`IONS WI FH ROOT- VALLEYS & ROOF CRiCKE 's. FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION -I;.EREF t5D41KWsT4TLsh0ET/5o (NO SCALE) DANSCO JJE 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 Ln W Z CD n L 0 � M Q m CO M 1 a W M N LL M Ln t-I C L CID Q ; E W W w3~ Z JO CO F— UJ U= ::D� J 0\Q CL O W '^ W �•/) CL I..L m 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 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 PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: CERTAINTEED ROOFING & OFF RIDGE VENT SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH RD 1001 yyN;.� Tf� CD Z_ 0 �M W M O N L J 1 O V J r 4 IF ,I i Tj T e (I S h IF e A FF p c a I o r �i n I I a tilere's a Tip ... 41-ye M as -All'booloiraft, The llan, smotoreaginorg to . cleared frills, Tbai, .711 4rdparaid AW-P,,olsam, da�v Lip) t-ar lao a-, ad me rof, uh, dash with ill, Iiantrar - �, I,- flunlov �o de- h, the ocalienow, rnadArib, IN, lip ffi /Ars. 44.1,041o'so, of Ohio,) lVal (I tab! preck Thwe -Tab Shingles 2ND 10 STO COURSE: 21hwerif flart Ii Io, "six c.lr, S.-,, Qr irroadigince .1sawaft" 1. Befols the syceand concray, by ending 5' all die laft redof 4 11/2 tabi) shaingle 200,41 11 Fps,- , arld lipph.19 die 34'1f,'pi- ­1 the fosl�cQrl i3ral flugh, .(2 fund with ill,. left Way ril Aid 'ejaxang tho th" Atli 3Vi/;fi'p2lP1dg;) cours, 5 'A' (Agare, 1145� 4 lical, sareatoring can-, I$, to and i4chl di'do To IT Icr ill . shol 5'sherser (.8 Ill. Itfi and) than the p lizis) , r Starrhor once Pit a i " YO t R otfill I pa g1c Install 'St.k. 11, ­1mv. thiripry, 1145-mi, builbiallas Figans I� hodf- Dly matbat andaiiiecasn' conagASI'M DW,69 TyUs I standards is outba,,aed. against ,No eillfdream- in 'aaackin V" This -a ho done Mo. 7o learya I& correct forocedaray.tron, itisla;W,W C"rasaire"d, loadfor,l"k-jers", FIrmAjOaly �., R-plirl is acroaral wifith comar that, These -som. irt shisaidesI as bu lbree-fab type strip shiroes. preferred. homed -up ;Aasgi the �Srashsa r. shingle, CHIMNEY FLASHING 10% STAPE t'NDEXLNY'AP7: One INITT inwitelGeral . ...... ­­­ I-..----,---- M yporropoctifing sw, Tirskeelaromain or it evirfived'on" or taro layers SUCCEEDING COURSES: Wid! Stop 14"Arfol ) wale fAstroo tooklayal Tapped to, t485 cal ENGLISH DMNSIONS of 36' (915 = I , ippbed,­ Ue e in, l Lr-­ meet 1, :�4�r CIASSK HORIZON SWGLV PATRIOT-, o' L (icrophyre rear-mr- 1harossfuseng full shall 7 THE ROOF DECK -MUST BE dpLRAV. 418' (9 S I..) thick 2'�'50 mop a " 7- Pro-tvaitsi xT,3O,xT,3oikxr2s,CT2il, HALF -TAB METHOD A i0itta, METRIC DINUENSIONES ph-d' - �Ie' (It arlI dial, ron­ or narced I' (,45onl, dirk -ad deck C1 20 AND XT'30 ear -writ., a, COLD WEATHER GLIMATES (ALL SUOPIES):spidlying; TmurAtiord M- dinso ynirtasm d, at tar ,yro. sl, 'pil becarl dul Mrag at as rq.,A ...... strongly 'artimseaded ,dar-Joti, Is N., -N-4pro Dart, ofil of iCl- hadd-gil ."mor The, aer's v1d, wn", la-mag a he,,, of rsd'heo I Id,- flu,' -ki al ir. cre -nace,' ecrol ,ndd, FLASUl raten.,-'eva pal am., Ls, co'! a, hJp or- N u ft, III air Alf of here produce, - IT 11ass A 6 re esairmace rated. Ictk� ,ber, n '-f meet . wal), .he' -4, sefdoacy or criber 0, AU tacrailialleal churce,m], ldiftogi - in.& to harce abor. Oral peit ..... cot, diffiroolonad polarraire sire of , 1/10. need vvsamc� stmgw SCAJJ,W; tiomfle -Unt, - be dJa,,d 4 shingles or, ppli,d I all 60 x1s, 7a loa,a, 80 arl,,schig upor, the lmgI,.Aj of d- prichl I,- I,., ras,socv raimpe, flao-edWN D346I a) -adre, aridoso, he harbor delayed by millocre dA have o"i 'al"I A,,. ctgmahle arm, Tr -aramurri, a arnhis "mir roup. psdad. head "alleg bery, la, --my. V130 IR - co, Fit stand, far unp- -inson 11-16 Ihd,1Tyf.il UAJ7'ION:T.prcaa,g,mckr rrsmh,,ur,d oido a r-Al Iffirl ­r to ll IT, Z218 all- Proper 1-8 lives. fidil and valls- STARIM11, COURSE: .51glarg Ill- 4 impic-, -inso- Inch, and Is at., allose-ceirk-p- ces,,,,,,s, To gose, 14io 1, Ue cervallifireal learel f 10' X38 �4) or 4 ala"Fer catersw A I' Non; �X L 30 1 R most b, r-4,d ., a, . d- deck frar .f- WARRANTY- fh_,hjcgl,, 1"! -I'd spirear aramEremoung IsI, fine hava c0aine I H. ",I; .ors cons, ti� 221A .I 'I I, crovannIg of Ili, shirriff" from which da, livare, ad. dife. and at, -read IN Shrolliart piaaactnm� .,be wiarmly, so 'ho mall, angiv's-dr-dri'm the 71" mil r"yeesi rq tuclas made I'm X F I(,! R b, e,,pf details ill Unionism, as'd (fr*-, 114,it, laire-be" sardart as samm, ,muses Fhmdd lay . rho. a, possible to the elect, eIlls, ea lle, orsef. rucaled an A, IS. and rages S.-tromin- mrire. - ma NOTE: Som, '-f- the- (a Apply swilgh. at 4' "Panior cor,ale, the ­fsilto, -plimoo, L1,12180res iiidmcl 1 2. Let hallsiall, ad the IsSal ffiefirayouto surpand still the kne, I­soaarhvrt�') of, am,, if* ooyf� dy'rao,"and napeal "isill .,ill 'I'mile, viord-iliso - -is-, in some, dus Ill, not accepigrHo I mr, Ole, ., ­6 fr, oWh (ArpearTeed q ilateark. ,FP p- re,imaribilhogAsioness! Wraroalya 7TITT�T plid-I e-firg. arp-11i ft- whir diancla, U-, and . canced- (Pig- 11-16) shrill oldiftoIrterst wind blo-fi, by *floirg in, ofiresi,,v -,-at Ins, IST C01URSEZATraly a fuli'llaugh, .1 the I.- let corol of the orl Fernando, new. edge 4 Ilia shingd.. cl I'd. floch, with 1. -, a- (Figme, Il- 16, Far at quarithrol -11 Araquillelly ji� fl w'. i -appotminamo 61 tionesswer lon.."Und" 7's aratsysiveyeavlobad onatuat the 1. fles- 422 '18 a- If." Ill it apply the r"Ityrodil piece rarer Ole, brap-onse Iliad,, �1 :� Licy _7 DallotAletitSball Witirrited F­ ,, ­Uw-iI --:�4-7 --- 1- , i - _-, 3XV, 7notIGH 6711 COURSES; Ellchsya�ceedalg "on., v I,, �2 St." "151 hing1le any, hap.( and holocifig 6. vth, ou-should aral with air a tab samisor (tantofffroor the IuR ,.it) than the p-- rop- ce couns, i'limm 114A. Rwae each Quiral, 51/v� PE?_ 11-I& alaybonrifforrand-hersal NQ11111,ill 0ababiall ialislimid, loor 3 illigIl hotel. .,I r4gave 11 11: ffighityka a(daral rol doesela hoo III, laralkip, wiscli, m be ustal an, a guide to lost -up the aa­caa� 101 104 C64,4,11 CkETAINTERD SHINGLE APPLICA106CS MANUAL CERTAINTEED SHINGLE APPIfCATORS MANUAL CAgahol to", FG L K� A5 FASTENING i�lla ialhl� IVii i,5 �,q 3:,, 1 1- o "!e T 1,fq­a player Net., rra- I 12 P�,P,, �.d lrsk,,,� fte- 11-i SA, or r, -0, higb a syadayaytarsa.� Ui"RTAN.T: Far d,,k, 'I; (il mc) puts or thcyocaj, racl l, ir 1­1 119 ral I,.,. it,, leak. 0. dor, d.k,, math;,re,, go THREE (LEAN-DE(K IF narl k,,r i `f,� Tool Occol itio deek NA, scost F, I I or I , gIng., ­pag; l -I-- --a,, APPLICATION METHODS achalk-ir4i FOR ENGLISH DIMENSION SHINGLES LOW AND STANDARD SLOPE ,ff, ENG16H 12 ill M5 -1 as Th, standard I.dl_1,oIrId.01 Dlaill Method': Th, sinerman, Fle"Imah. sodded off [astrual kiahm..; I I SIX-(OUSL 51)(ANCH, SITIPPEOVII DIAGONAL METHOD VSIX UP, SIX Off') METRIC PREPARING THE DECIL �,pfg, wed-Im-1 . recidi 1,immoTaari Imagaas darl I hilyrr of shingle anderlayroacto b-pphad. for n fire isimig,orderly, In. 25"T aramrigrarah- rad�Applyflwaoalarwrial For -T shrogiv, will b, EIL-1 .1 (1z5cl STARTER COUIRS Froom I 1�1 Usji6m, nolop" awI,'acr.,lcqgl, if dresbolid. From whxh he lower 5' ralas h - baoi remi STEEP SLOPE ria, It M. fohn-jorue "alou."iserm, "i.0d Is, I � fienst raiL al sil Sor. "I ecidllk lacraose LaIrars' [a,- eary ILI[ 1�1 ilas, is pIssibl, mdo of d-cof anig,%rAl Assidisilrachm;,erm,ormc L'Ifint, 5­� Tryl, Slash l!.hi, i fl-6.3hom as, laae, Vrelo, i lifire Came.[ I I1,-,---- ­1 j­ ­­ kv- saaar, sbirlyear --gas, �l art, shopqj� "i, Ili,, fro a, left -araf the 'rof-MAs ,, there l, k�'Iaft a-trogrig both ralas arad eavaI 9 drp *,z is bring Ft- I I - I �,,.Ima, -I, as,` re, 'PA v vAyo ­1 - royal, dlp.� l if 'mr, .. 1'. i.lig drip edge. malc the arairfismi, 4"'. F-od- acteling-miall s, hirg Its Cromm, wth faid-I'lodt surre, I'- 'hanylecIdaini is, re" a blist, 11 HIGH INFUND AREAS left-eraftil Mek, tab,, le duch if. Lip. of the staftar a.- To He, way, DO iNOT U SE SIAPLEf. "iforn rri do, ',in 01 adi to ill, hon'.., tal" red datestalla, help keep. hoam frain lovingiol woldi (ftigrose 11,H). I. -,I, aaJ,,.,,,,nr­hrF0,g, Ill sillkson,rhL mord),­. ,JI ad, shingle wol, four zlice, �f`aspleik roofing conom 'IS I M by Cr-alpeed 102 (brys6r,11 CFRTAJNTEFD SUINGLU APPLIC tTORS 14,1-it Al. 2AD THROUGM 6111 COURSES! (2) FIVE-01M 571PPED-Off DIAGONAL METHOD and dr,­ be In. co- shingle, 1. Urt. fill the let. dlc of &, ("Tiffil UP, FIVE Off") ararre"cas- 1-Uh, ;, or, at Ili, s4ml aer-d (tigrat, il-bl. R,ase Cl,[ I "I ad the fest Al Ib_ na"I 'an- 18' off ill, fir, o ��i �Iol of dw fourth "re- 2 " on Or, fra stimide, on die fildil 1 ,cum� and il'.9 In(. byst'likill, "Ohe sirth tal, Addy -.1, ival, to left edge an Us kh Ili, preedma-m. (Fre-o 11 _e 3. unnali fol hargi Fast, gaua,, be is Itilded ­, a. - (Hil", 1' 10 - - A), SUCCERIFING COURSES: A, your �o lip dr, ol the MET. onam ,,,j l, start th, Ins! ­­­ IPIOl I I. III -­ At). . 1� Forad, bear- sal, arld ro, bell, Th, on a. 41 lic, "a'L � I q- I caJ,4,)- sad soto,,,�oc alasol, --a - sN-, X: FIes rl' It 9 All 11116. vreb.1 STARTER COURREt I al Or-biog!" Iraqi told, Joe joe'r 5' 46, f-, mear reer-ad (fillarl 11-6). R .. rber, thooalam-ame, --slasind im - al- ,, toolacdc 1. rin-le, 'ril a rb,, 1-, 2. cur 5 - ad th, 1 al A me Tell s­ strip and apply the -him .i f piece al the orwo, left ricer of On, call That sarrierseT, -d. 1�4',hra, ro, drip -edge is sit (�lgna, I f,-), 5. ferrhome -ah fall-laagilt shrogies almg,by -a. INT COLRSI� Paijo "Secim, F by applying A fol -.1rhath, a, me In-, left a--, at dl-,Icifurb, flool, with do, orl ,all- ZND TO 7111 COURSE: 3. IlIfifir to, .,,,ad vorce by tral 5'Isd the fd aml of a minfit and applying flit, 3 V por, - th a pist-'er- sholls, Inch In the 10 amar of dill, tor-mrs, lood" and avotiog the poet cam,c 5, lirrinte II-Q) I Em,1 si-ading comse. Irp in and Inclualing Ili, seasid, a- -.;h.td samot wilir a shingle V shon" I0 Iha IA and) ill. the prama, cmiro, ii,pilse varth caorra 5, Ibis cropplatia. a"a"arbas"'Urn"an co"ana Sotirail asibayiojb/oFnu1i�9_gfin1shm*�, �vedkmmgi virds car", olght brangh 12 ('iloul Ill Th- -�Idau 11 t1culdras nerva, ii, maled-op aostect (h, "Irroser V 'do-ghr thil sm"im rours. air, 'Neal;h -n Fsaun A 'ho"git, mfli'serned fw*­ cAsI,, 8 A,'At", Or IT!" 6 CERTAINTIlvil, SHINGLE APPLICATOVS MANUAL eborwIl 103 Here's a Tip....vorn ravla* osaisayroara, to les, widdie of. air-poic-eacro, paciiral) For. r qym,tj� omorlso, sholiga'. a-ths.-ralothloko, CA�kj,,th,,tpftD-Dak�-�f�4t.-.*fIs tilgooll FOR THROUGH 1-2111 COURSES: FITT COURS& Apply Full hungle siorg lows, fair earty, fha 1. begaithe eighth --leyetaunk ill ai Itfitoll fasholgle tircf, Uh, ill fill th-uriv, ...p (Figiare 11 12) it ppi tire 45' Flare astir the a. andi-con- Oil Arash with 6, Isdi edge of to, crichdi-acursebrial old reposeng the IND COURSE, On 6'.ff ill, laft cadof a should, oil apply die _d� a(." 5' r Fl 11 9), yo pi", aaar 11. firoa-to-arsy, sloorride. flush with be left a4a and -L scar, amh lo'crading termise, up or cal inalinforg the -Ifith c'neii Ili,, fil earn- 5, (Figmir 11-121. ruse'v, fit 111.110, tolf be 11fi ead) fill die prj Pspas, .,bear- i, st CCIELDING COO1103m: 3 1. Tito the PpIoaaU=f the,,...* mmi:s by alternating th,, rompirt. ILSeadern Ijr' and sairsIALL-, the flood file all- of eole I fal shingles 30,16, cot .11 e , .6 at lt foll shm.zlet in. var-pild (vy'l-orni-I raciu,­ hnuk, at the was up I. rike all ldiarri. Rrp- ach a- ima.pplitd] ba, rains be 1.11 JugJ,, will thict, froIletail resslideh, Iii'la.-lil marralimit faillshho'k, locashol.a. J. jiiaar_�. ash ad ga relysir ... I arral 1-e SUCCEEDING COURSES: F"con flor, 30 phe -afhrop'l, using 'air, fast"o... the -al ad In, -con- secti-v vip the Iaaf� "Aart each subselpasta -racto -lia. win � ficusupou andsourt ead COMPLETING TILE INSTALLATION: In'. a- ical with e 25� nqg. (I I'vra'd Oil, fell eird:, 1. Fall skarrides, me ,, be Inmed alglimst dreeilil of.palmd 2 Complete rem- rarran the real -g hillsbaegies. shinglooen'tair.m., vmkirpthargethembac-,ma, 'nots) 'chiman ill a arl oramonerog Gve 5' crip-a"'. [a) SIX4NCH, SINGLI-COILUME, 2 In ne, -te- wlere [be rigist hand shimple, tab or the eamso VERTICAL gAaRG METHOD alsay - purposely)II, Irchisacyc',12 carefully lio Ili, ftal shilroi, (qWKMO') ra", se as at, to "yon damage by earratig, at sharply cralky, "Is"addy at Or, nair for, arancit'lavyway, rodApthro- dourad, anderves"It v, bot, Ili hid" thisfill, age 3 Apply -all fro, fuslar- . dianowl, pill Aamile, and ars, favIere, 1. lot fria, art of it,, '-wou tab abat it, 1, To alowelue ,,a r,, all.. I-4inglil him alloost di -El "birligh, cad., middle apply not, dure, Impoo- lestiong the right '*a firse. erspaIrl p-edi- aptifirting a-wrtilld-learn or Me) to farmi L(all ace- thereof. Iiia. 11 .12 loofiif I This �.Tsil calmer' andol ii, approyed In, plibil pps, STARTER COURSE; I cartarrol, 1, 1 . Careamoord Faresr- (Th' _Yi') ,r a cal oo- Ionsisl far ishi'll ty-lowas a Il salso III,* up the ral bNCFT offlousaill,, train In— 5"cb, towe hainoarovvil reemarri-j"i hs'.Inas it - otrair "i ritardleath" palvarl'. Lrk­ If'o).Rearember, 'he sealm, as scion, All 4 2 Iti",en doess, pa.bl, fa it. sia- edgeirf therool. Noll he Well, or Jerviont cads ma resch In an onatial 2. Cut 6� Ade, Fargo, fit. ft,, star- "kir .,it apply the jo, lack line pear- too-ar ph, Fewer it rather if th"rc.p IIII, "Arterstelp hould .1afheagdo, rallars it -es l�'wfoserr drip edge ,ad, at I,,' .11. It drip age I, u,,n, 3. Cartion, witur bill 1,bgThstimor, yl shimpor dring,he -- ------ ---- ---- --- - - - ------- Iferify's a Tip ... t� 4 Me irlyiWr.1raii, arns, borrA, kf- camIll, isfiilsoaf- arsofirry, barrall, 611 ,W mordl in Mr,, maslild-hrl billoolios, t0firoralsda-f ------ CERIA3NTEWO SHINGLE APPLICATOR$ MANUAL CbsorIll 105 lb's"'T'iss THREE CtfAN-DECK APPLICATION METHODS FOR METRIC SHINGLES 13'i'Voyflie, then Apply-chwilb liticallm, tol-arlbi and using to, 11,9..Ig method.,: us [If, edge at lise wth by p-Las acurry, ifergul 11 14). 3. 1-11 full Amaylas fical, �gouaar he - ppb,d I - SUCCEEDING COURSES: A, you go up in, oll tap,. the sayme frill '00", worriampit flaso .he arrea lip ",a rallf. Thashurrecon, "Eight Wass, Ff. lach, Off Diagonal molorm Used to soon ine, fiN sevell cars- Finish the crommal with Ittihad', The dare'. TrIf-Tal, Metbad., IMPORTAN11, Do nalclig. and jouse, at a iden ­- d-dere, 5"'Is' froatione. taoctio'h and They spron fre a- laysi from On, olds iso SEVWOURS1, th, materiality a- S S - O (RAN" 5%, 11"TH01s) PREPARING nm DECK: Apply undodityrant . cagi,oL Urionaurd sagglasisdon a Isce, orniathyruoll III, applied, Far l7L f-shica� "Osaday. mena is loo.-Ill IlqaITLd ypply flya to -dakled, Snap barreorrad "of yerasid Oak fares ", acrine shingho will he a .. edymurned Esp-slishipuldiA'041calo, STARTER COURSE: 1. N, (istalarlead Nature" (10" . We"') or , serr to- arroaq- ing 'If the slarwer, I'mr, .4crh Or. lower cus W, been re mead (I ig- I I - 13), R'newsht, the seldriot moncre, courroa, shallot I. dr. as, possible 1. (he -a *a of die onot ------ ------- figs. ty -11'sArAir -irraero., I-,, _.,goba s- 4,0. $TUIPED-OFF ONIGONAL METHOD I � ­_. 2� halfaf. tab Aurgf,� Ilasear [his saingle -0 the jobs, laft mriali .1 The oralf. Myk� son, fle',, Is LT' )at, --hruniall both l and ty", :e If drip edge I, ladig used. ft van art no Ill drip ariga,make die _dgyog *'I'� 3 '.amrs with foll-l-ell, imall-co,c, 'FamplI, al -rep, flal w I"i'lor I I I," acre 17: In',1 IV COURSE: Apply fail 11fingla al I- left tomy, of die ­4A _y, -fure an d-nall suip, will More, . the lost"mro, arls, ne sitioleer-ro Flor 4 in and help keep the. front fill g in high wimps (Trygynt, 11 11) STARTER COIRSI; M THF*tGfl 1711 COURSES. - Cerinuffeed q 38 a,. sooner ranse a org vs I I,,e same row 3,,r 1. Lm 5 5i"Puft the Id side id a Iturgle and Insist] in], 53 of ffir,froglea 1.. whirl, the lawIt b, pre, been reerma'd sand aboys, flu,, lost 'conow sobagle. in [in, 9. 14 edge Farmall-1�31 Recouraln,'-flit"Asionarame'rays-'shadd In,raid-lo,poarsitalt-licasasedig a the I- �rig_ fl-f4l. sefdo-1 I. ca �' .17 it. Ithilt, of Or forst 1211"arip l spiplyarithe aar, leb ecole, of Ug, Itself Thissocherstriptoodd-brodithilial.,and -as P�*vsfim mip 'Ag,. to toed, I,- 44'.fran - mvedge. assai. 3, contras, ch fall litnith, sa-,mrse Arrode, skma In, eavor fill- 11 15�. 106 Clearce,21 CERTAINTERD SHINGLE APPLICATORS MANUAL Here a Tip ... spati, v;S, parco-jaisol. aSat)-Oforessed ro.shoo fily, rhisigpor p,[* rail vis, ob-pieere .,w I. X aic KISTING AUTHOR (Oligne WITH THE SIX-MRSA SIX-INKR, DIAGONAL METHOD THREE ROOF -OVER I FOR ENGLISH DIMENSIC (1$11 OFI, six UP") Rkroofirgarvir 4ximplaitalsorre,ird, asphalish,11, 4tW- as with S' W. city old shmgol back flaah b, redet-, and rael Affirly drip edge alarig ders and comed'yesommeral using it,, Werviriz maillah: The Sil,,Caorw% Sirlarch, Sreppvd�Off Dlqpsnal*�,Ung morhorl of The Froandard approach of "MmI& sronallem, elated 'balp and appliezio. described bat- is suggesced for Torflujime"quaror-alb rul ..broad Ali the "Sh,.0mrse, spardi ractfingsdarldel 5'� 'A'(125 rom 11 con) repaisma. Ilograccal madicat � or - . Th. all-loponsohof ­-&" -.bit" Uh dr, "Fil-Inch, Stepind-01TIRAhload Medal or . Tire alegroads apporood talf"insfing," tocrobbeard with th, Su-hl SingIi-Cidaryou Verdoal Harking Nladrod." NOTE: kestrying is twilmordinat'lrydipul molloollsvion, reroofing / J_ boases, beral -1l 'Are Farm. a,[ look, he"ar'. Nestarg, la alpha]( drip, difirlde, will, . 5' raposam, If you me yreermig . date cot typ ...... babil" you may real 1. .1 back the tithe so %hot "Iv I 1 11, a-filp, I, possible-T. dedus, syroply - all the trading * of a ditaildsiblughiparboadd; rawdiougles. Ther peresial. flat slecredtrialloyfia. deal maids Ufted "digoI, and onpaps, I 1�,, PUPARIO THE ROOF SURFACE - FOR REIR00FRING Alto, Ole sulfur of the Adl "If as 'moont as pagNildy, by replacine biweg shingles. Split ard had flu all Tinkled, raised arbilmot,admigrolocip. I] �x, Sol v STARTER COURSE: I. U. 5'by �6'AIIFO- I -I it- succor, coronot. I. rods- ance, stiholl'. UN eto the w1u, diftif aslythelard thrus-gal, stibbitc. doer, cot aft-trip2,mearadoemp Ifflicau-shingle. P. on many l suarrulf, Latim Shingles are anaUlable, fro. cersonfool in On 6"of ofthersall, of the Stat rarely AbItle and joined neeso, ill, ft,. custry, of die old shingle. % the lonver Joe a- 10- 11 19, Poril old rcsyrl� ­yNote (Fifty. 1140). 3� Remosell- the scalkerat an thos stal remors, anyin !to as do. as possiblewthsesinceedipearfilly. and eves. a.,- shipp). dows; and provides paid protection isturvit ishred drip edge sil,rogi orse hims-offs, which coadd sual at the roof edge, we cragent Ili. year 20 F carcurns.- I%., ralky, asal asonsist.own; ill,. edges 4 If,, Odshool IN, -ill 4. If you anIg drip edlN, let the -.,I shingle riand a. over I -All a until- land stroght, edge dent add help pro,- water Ole edge of Ill-syle .4 eve, brolil ". ff you me act usable drip .opalye maderIlle stal ads- edge, let do, al the rake and roser by 3/V 5, Finish ime rourse rising situfarly prepared sperwirsorits, SPlyCJALAioTE- Tky aterrcormy, thitJoRaror thf of. Ill -'Ang � sayrjaea,� it dry roys" Eya, beras loslisero ciessed sond p,,Iwa IST CAMAR&F, 'unal 2' fF I+. Iscruircooll Use, cdo, of irgailer iddinglas (F4-, tt-20)� 108 clstartal yFETAANT1i SHINGLE APPLICATORS Al 2-Ilgo the top 'dgr of Theships, so they fam lip (roaro agaman Ole ol ill, shingles in thraid third acterre. Maks, do, kadpa all Ili, station, can- IND COURSE: I cad 6' off be W emil at. fid, sAWfle, Foul the top edge of tire' an idge of the 12'1, N'poce IdAinadempairshost the bat, shingle to If, old fourth comse, M skefle fell d�rr sifp wish the lim-carve Idle*, (Figare Ifolol 2 fislowyne a gas Coso a.- only) 1, 3', ol) suracediorg tonase aspeacras wul doplitair 'joryoures al Ili, 'aistoig road utparoymempy 51 3RD AND SCCCML'4G COURSES: 1, Far nor third eotime, On 12" lie ifte, left side of. ball Aldfule (a hot, tab). - a.hol you 2, Apply this A'pier, .1,buitil, over diese -, leassil 5' mos of the sal course p..d. Th, top edge of the shingle in this commprouild harl up opera the bottom of dic fiih coi a aiddill ("SON I 1�md) 3. (Ill .1 addirional WoO doe ff% sbngl�of earb fritill ��Ouur "Of You loy. 1. mart idl a fillistnuille gain - the -.it, 1. "'Ithe, I -ads, em IF, liffifor firvhi-Sie -farromers f-, 2 P 0 the red I mi in troars, his, 3W off the firtAymi, or caurse sia On 1, finstaill forit shimides, agavoll, th, 9, lifill 'ealses. COVALIES! I As van go W the rake, aefromi the logiam used v, sal comyrea care 2 Fuls" the coal with foll shingle& working from the orwas up Uy'reat COMBOMO THE 'NOTING ItUtHODs WRH THE AMNINT 12-COURSL FIVEARCH, DIJIGNAL NUETHOD Off, TWELVE ur) a _-' L_ j., e­ 7,7' 2. Cat 5' seem lengthof be ON storter vop, and WISH -be 3 11 piece, wmadr, lion a- W ill. Imser Id. ..., of (be cuuming -f. 3 Illissamserstrip sherild clothing the rakes, and eaves 1/`wboo drip edge is ad, or 11i'whca re, drip edge is ased. i. (�.,Wyma with lop tooldins of same, drip, *as III, IST C OURSE!'The find Iral is norde of I (r 1? 36' shmigli astlip, mil the ban,.. of the rabs of -In. slainsill A Me by curring 2 Ilh. the lop Idge, of thesiliter so they bug up Aladhan the ralis, -1 'no sidil ft the chl third course kvlgao,, II-x), 2" THROUGH 71V COURSES: 1. Brip. Ili, -oil car- by '.1ting 5' nade, leR and of a shingle and dtgruq A. top edge with the bull sidge, of the "Imple sa the am fourth .- Oilso, 2 1byposso, of be to- comil, (only) 03, All mecosdings - estrearer, 'in dilpikfe, Gas eallaam, of ifor, 'shing rem, (soneirlentraly V), 3. Stan each norieska; rol on, to said iGdcdiIg th, servitor airm, went, a shingle 5' Aorta, (al the left red) than the Hole slongle of ft, inerforg, rbwt�.. 4-Adje) the top tilisis "I' butas otold "Ithig-irs. 3. This Clandaters "Srhou U - die flat sman lamse, r(ahe I I I.- alseading er"l, 6. Iseradl hill staingles ationeadma, ser. cormses. KITH THROUGH 12TE COURSES: 1. Sit. (be yighth roarse, try- cindog I V off the kedt lial ell. hill ned.ploying & Z5'pl - the sayeadh emose, sidingle, digned �ilh the tell adg.� d the selvand, am ftiore 11,21), I Each -&,.a r-.c up in it including the til raii-sysion -,ill a4grede, 5�drrasa, Irf; all do the loss Ires, centse 3. k4g. all lospedpe, with hurt., told shintlea. Elpains. fearth 4. Initial 101 shingles agnualt all 12 C.- SUCCEEDING COIRSES: Glinting the I., radoese Ili, 12-amorse Pat-, alissn" firlaosas T' and "W" up On, cral. (amplete itaral scra. Ill, pasof will fall sbilrd. working Evoce, the up the ro.l CONIMMS THE *WEMNG NXTHCOV WITH THE AIMNATIF SIX-11I $MU-COWMK VWRAL RACING AMP ('RUIUNG) ca -IT I Asions 1121 Far, Off 71W. LI Aoseyt STAXIIIIII, COCIISF, L "buiRl"ifirg caribelk"IflafPshindividurce hill'idthill the in, A . strip 2" ­.. dil, tap of the a- shical P.-- �' arylVa- comprelublIke, clevedilike do hoody knothons CIRTAINTE91) SHINCLIF APPLICATORS MANUAL Coare, 17 figary, ­,v. gespa xcyalaszviamkr� I" Here'sat Tip.. _&yawhiahihis *ryal, cars oyalbalejImmol Iols, (Ibmalajm�hwlip S, to boh, Da,,ol L Borle, qlahookinefs wj-q, -d valrewhIgAnsicylibi.) &FAIRTER COUNE, i, in alle"o Imumas free, the, or. shil had sagarbaLt dre,iible 1. by.30, shmFl. far He gral oml noydr, be deal anwhip; shingle cills, mHolly apply car three fitatere. hall the rildr- the tells a of & standard threaul slibuilat (light adjung off . so kmal edge fee, 2' no'cas the top of the _,+ml ?I. act scaltimi- ameray, 4. Rappasy do, Inacedurn or .View art.- it yintroes sh"Irs me available [toot perigovill $a loop 2. Cia, 6' off mosidly, of,]. ftcn Former sal end marati die N' pirnamyrdbeficti,on, ofth -Ij almold., IV be lower IA _c thh, lead 0 Ac, Abilities, -trosel. well the link 4- INSTALLING ENGLISH OVER METRIC dor .14 shingles, CF(apiraI 11�22) _­_ __ _M1` --------- 3. Rommolber, am satiand on dhis q- - roul lay . ol.. us Mars, shingles are biginer be about 20 foresail thant somehad stay, posal to the will edge aids, rod, This voll help hold the fior, shimbels, III all., they Hologrove 131ra'Iry 34W. Itic ruxiii cornissulth of) is the blowaffs, afisal, couldogen at ill,, of edge possibility 4 rawlyring . if.], con, 19. -F little W. me ot dy"marse, alon8j, a,reard ,a, i� Ify- - -.3 drip 4". 6 The vulb disaidompage far reissifing JOgau thenielating goeirod for the edge of the rake slid emes by rie� 6 You me not using drip ,,Acgtb,,- 12'by 36'slahighai-coloometurrial edge, ]a bgstmn� shind, astrusid ant the rade, and saw by 314'. loolinec, 4 do. I take adogroespe, at the hall arepro, tab arionsurs. 5� Thosh do"onfle, imliscolanda, em's using be isrupmoll The bastalkal of an haillish-dinomison quoude a- a mors, didaid, is. little accare labormossainsedeace the vy pleatiplasiD -over- saarelyl Enduall earecluk, job, but Wtr 10 Arleary 14M.O fr�, IST COURSE, yayoeiya"r'Myyooye1'Ayai,I>­_ _T_'T I 1I.Sellarsurce, Irlyraidecd 10'Its,36'swiformil orthrot2'aff t die boyearin of the 'at' of restodaysturaid- It _L _1___ a, Miss, the tap a4e ardhe 10' WIT, sal the? bad P (forip) Whist 1 ) I meashe .1 the sling6 In the old third roamse, tFixre lizi). 2.ND COURSE: 1. Cla 6* aft die tab cad of a full didagi-, -Ness; us, top edge of this __F _v new 12' by 50' pece of ablegh, of agillism the bailout edge of he shmal[es I. the old fourth I- LAW- 1122). t,Fpcaovr.f0g,hOI,".a(wdh)cF3' Allcor-ding,mane, cyroseirl will thdilicate esp. of ILI smaing .ill (ippri -`.orlse. ogy Mass esswasits.."o 3RD AND SUCCREDING CA[IRSFi! acrowavard"llocas 1, Be,* ill appli"Ifto If sucarodul; roulwil, by all'unating the use, Fig-, Ill 4 Ramlifilogroveggymolari I fillibri and 30'Admiles (6� all do,, let, (told) lip ill. ork, ryarytim aryoraeork shniplar m a single �alyaaa (F"o, 11,22), A standard mook, shirgh, s gTorrafly rerpersad 51/s * I. tire wasither. 2 fusion he fall shingles with deree, fasteners. die right hand Dor flRostration (ligme 11-23) shows se khlilized method rosal (a tab edge aricat .. it ord! late, rmawFkh.Iz"by36 poork-dii-eashil Ifilseenglingshapidel loo, biayrry black cads, - a 51A� 4. A* 11 top sellers with boner ofesidshingle, .,a- . 'Moreal This coadcla, die cale; of die oroy a- shingles or be soldvd, it alsimill red- -I- A tool 'clairs, 6 aga lailefill bearail dre hicarkup a U. forst-uss, E"i COMPLETING THE INSTAULITIOX shingle will likely halt apdrug doebefto-dificafthedird outurs, 4 p Work lip Ill act fors. die - aneyerste.1 oloom a'. It., the asna"M torture loulardr. M, Pownisli A tk' ."Ifirself; m It,, Iial Por" fell shill Alpakwa dis, rightlarod .10 of applied 'hangle, to -8) with 5' 'aps. Appirace-dutil a- (N. 2 in flit ,b outioUnsdoe"Ib, S, aforel weral as is I, iscros, fusufflukut, skii. opleal 1. itrighobch --- to. 4 il. To -on'says whole Ole ritylinbarrad ifistrid, W IV Ole romose still Oran 'Aid$ "ouse, gred-ady drap, bilker navy from flat, leading * of yarprow, ly fail -pd-ry4, rareferfir M the loweashipida rd, di la bl, Sun frip. dolhitildershcos The Bug"- cang bridge at 1. cause dmal by polarmill or shaddle, Insiamil., andshro the 8% whar, you reach the wine sbiuldc's north cesim (dre Ensplodu man lbehill, material to thin the h4odys dall edge. Aptify; %If bb*s mifedr), the gap should nor Est hintil burale, do, vollatl f mor Easy- I. the newly -placed annual. load my, (a-,, . fire, road placeramery would be below the. leardias sibel die ment, shimille has end IF maybutigh, gdbdamvil� miderreatill N.Ing it this areavoledildryly, dewn .4 " die shingle on top, clogoog a hum. 110 Chslp�ll CERIAINTEED SHINGLE APPILICATORS MANUAL elmattion, the ynobhmr� I-- in" vit andrepprol 0 the ormle, ROOF OVER METHODS 41'a higi eightf, comence approxamussely k* to the leading edge of the bral mal- Wrote up the Ial . that dys, Eirgligh-driese-orstrial FOR METRIC DI#AENSfON SHINGLES resu oulooli Do he alone to, the heyearic shopilles pead; com_ lodi amose agay normally - shingle, above runnothabouredgeoftfu cofuac� up the oil. CtIlibilat fourn the ArA metric Coul OIL' nomr, due be 1 jfl, and lifth .- wauddd. be I lack . waiall to the bigh -14 'micatervirip and gosic, dek of worker eram. 25th -1 2bah, Slid an on NOTE: 01, . ITod amd Its -- "Toomes will ­?, so are HIPS AND RIDGES dic,eshoo, aboars, may need tab' madeptdr -Ato hilicaroarl role of gained, is On,, Find, firs, die top dgetafthe Ruglil stliqla morap, L First, %ply he 40agle, up to dw hip or ridity, an both sarres, then die hatmon a* at , mentrar Atande towl by I-Oom I as tran flugh. stpownyboibuipotl laid shingle bleak, 2' for on fril to all -do, top edits fill, Prilijisib Make ill, arp, by cionce, futt-lesigh sidegim a the tab cation, shingle . a., -.01F but.. it, nriniffic back and at the rap, as shown in -24 1­2 IW­' -P.,­ TIP$ FOR ROOFING OVER SMO ()TH- creiii-, OR DIMENSIONAL-IASI METRIC SHINGLES -'I- Q,7 to an twadweren aseas shil "il'I'vile 514jil to cassidarr: bw idiride end the dissmawon- has. sinarg'. rome blay Jsy, la,,,k yaa1w,4 abool ad line- 9. new, of scarface at be fiveladdat it Abe sohrobig -I i- fail hudollial cater a Ili, bimm of. hip a, at so'. end I ac croln.1mraitol.fdoeshongtosbcolilddlyrom st oklgt, Orm Uncy, dmil line IF or ol ouctly as q*, -014 in 4 English Until. thamberroard "inglitarjinewar difflOnt (haft drool ever L. -i (306FT'l a symoodi ourface shingle beracia, of the, inal dimensional surface. I1250M SOLVING 111UPOING 1,1011111111ft m INIS to HEIANNER ya-1116 L IN ARRHiINI A CAP, A STUFFER SHINGLE ON TOP US ANIV011 WITHIR THAN ASOFFEt SHINGM Reingf-Gifneyss . Generally idid a, aram fither filaysbasis daughs-W Ober glasy, 4, To pre,"i creeldog, malicamr, the exper me ,man consigh to clestal shingles with a longer dirrinfier, me asnally sHff,, than th ne, T.-not, proper karthatto- Ili, ridge a, hip wid, a obso., duradho, I, Pmen ul lip 'bel all byl nails installed at 5 1/8' (" I'l, I., The k5losil dinil in both lbe epopoic and fiber glass cxsllyings� Nermaid plal fr.. he Isafterso, edge and V I. firms, ead, fit,. thor hearryinthirs arldrapyr,hass)wright p-, , am mon shatis, At 6. tran, andy the 5" tab "Posted or if, -is. N not "poo, as ColTinfloll loystrill modAyber1ranight" pristryu. figme"s, 2. CHOOSE A DESIGN INATIMAISKS UNIEVENNIESS: An I- ab- it areating mail humps, ro the - roof, So when you chamor Hisy-1 be stor doubl"aps, hio-r, be- e,annued low dim lot far raelfsosl is bast 1. aboares, a., wifli design prika, before out ourail ill- 14M colltir or iftianyls, the ursyrop, $art.. Wo. ir To." Mae, iffiftnodart and tvand appeal in The cooffil -a lialepanden. Shmal with or deep sbolow hers, it -.it C-fideducap, ideadoolitidys," or -a IdUrnifinfiled'a cialnuated lack. yeds,,I yar .01orn. Ideate, pride hill ad ridge W. orse'djuill Inal X reareall-ra"face MMI,'#4"WeOa, Chissol: Harkers. Shingle is . vecalear choice If smile itarldhare W. . dropeadocol shingle, ought be your heulahiter, CIECTAIN1111) SHINGLE APPLICATORS MANUAL r3olohl Please Note Code vv R911r.2.5 Fasteners, Fasteners for asphault shingles shall be galavanized steel, stainless steel, aluminum or copper roofing nails, mininmun 12 gage [0.105 inch (2.67 mm)] shank with a minimum (9.5mm) diameter head, 3 ASTM F 1667, of a leright to penetrate through the roofing mater4s and a 3 minimumOf 4inch (19.1 mm) into the roof sheathing, Where the roof sheating is less the 34 inch (119.1 mil thick, 'the fasteners shall penetrate throught the sheathing, Fasteners shall comply with ASTM F 1667. C. e r t a i FT T F, e. d SI h I n g I e A p p I I c a I o r 's M a IT u a Imiinated Shingles LartiClImaurk Lmdnimk Plus, Landmark Premitun, Lmdmark TL LItimaw, LAndmark Special - ImpaCI Reskailit, wlx�l lAbodscape PM-= ------ vw, TtVB IP owe of kh fildisigif modlerlasayssit is .1 M yalast"tabl. ishisroyal To karn The ovirearitproce4urefor instoffliali D4869applied cone, Qlactseleareed Roagriialorl Ifyi 1wityrnated shngks LANDURr SRn WOOOMPV SERIES, so STEEP litt0hz) LANDMUrSMU AND LAINNIARK' TL VITMATE These stdrall ruse lel an R r1fier idings base to proold, a age, k a: An resistance Turing Deprealoolem if,, product. thestaindard wind STA"Also wal is 70 haph, Sfiwapghl� 90 hyl or 110 mpb, MA, Sla'"d Soulk'assatie, \rr! iq . "'ol.? yeatrallopy me- apf. 80 ph, 90 .0 IT I Ed mith TA. fasivocid I I Ill a. ..it, phard To be torman bond railml; - (Sar, row ls5P all 43,5, -Ing -, is .. sesporred, evesin on Itcap shapse) k ea S lose N, P burs, "'T.- Woodaeope and layindawark shorigcs bay, the 4`No`.'%4P1v ULN1. Willeynisailk QB` firachre, sallach provides 1'/2" wild, needling fr�pz sioler stood Wall formarrhavid llyadrabared hinsimserying ollyeally, f3c. FV- 19-3). Fouse 13 1 atlisiti-so tatendenarkSistakilif gy impact caushow, it listandudly hasoraft, THE ROOF DUN. MkST HE AT Ill ,A, (9.5 RIM) Hard, Ford with I ottelcrard fifirrogracestolor to areset 111. 2ZIS Cileas 4 Plywood, Iiri/or' (11 -) drairri-e-,. -romairaid 1' (25 finpacy madslarmor rating, plan it 1, .1. altitc, ressurion. will thick walid deck. Non: Licalmork Spol -1 be inscrundl - a dion Oak I. COLD IMATM CU4iklIS (ALL SLOl Applying WircharGroard III a tripled resufacry aap shingles made hoon IT 30 fit social be we I. quiralass- I, domildy rea.-dad Isharrear the. is 4 pessibipy of res, forikWi, acraidertharraparsteartar-piunti.11. 2219cpsyss4wabliest FLAMNGi Cornea atrysslican plasking Tool be used to help prairie impact i'lusinto �v Amothir led. -bat a Trial ractu, a wall. arionfley, roal a alcohol cor admir Landoll n Ultimate I! k-- as arnal alonots Ill. pensymon, a vool. doolin combones three, of Material prodde a drayinoralb, thick shingle with a -ad thalm stoe, VALINIIIShirld, "yq Mae be daIstynit If slinglas, W. apphed w1m die car-einfor of lardermth T]"Aised call vall go preferred in coal weadrear and may be firicer delayed byadmay. that 4 Ce.AradifTed yethertappirm; it, durrojes. " yelly. man nothabm. 9 any have, cat saider! oft" a -oll will opplyinIX Lausidanarli TU howevas afisf con shor pyfod� build setting ton, be vidleye, are " accepedide Whom vallAys me ton recommended for Tuitional hr-al mr-loomemed shingle - backle and atTION: To p- cloaking. dit-dal rocal coloafficianny worm berater, damaged eire. shaped W. ph, yd1,y_%i6 - rapi. A to alim- proper forming fair hips. rblmy vdilley (karroyearal loss, easuallatiml, IL abiplas am ma slowed. WARIALIfin, lispardin a it. Product, it- ifivild. me warrmil STANDARD ON MITI!, SLOPE UNDARLAYAMINT'. Skingh, mponst meourfarturvolit ddiects md entered by fire or " yogm, of inclarlayearial oressergiull D4869'Ne I amocirrods is annyonoo. limes" proser-d-See the waroamemelf far To.& deands; and Carialiftudi Ra", I'shal ar Roof1prip- I, ligispapting prefferred. LOV SLOPI INDMIAYMW�, Chic later of lVineroll ol et by Shingles Inglal or mal *pd 19' (UrA ­,) nuan I, applied oar doer ol I! oneahel " two layers of W(915 onot f& lik IMPORTANT Wheat installitalf Latudideark TL em low slopers, wor tryor of WinsicirQuand or . cipatividuall wanaprooftlystinfin llocradcv I- for 0 . ovatilds CMURH 'he - evensin IWA bell 7am supplir -0,w 114 aropPown, Carlavdirad Has,, normse she-m-awn CantsmasedWGIcelsocculi"'I"r.. 123 FASTENING LOW AND STANDARD SLOM WIDETRACK 01 METRIC WDMIONS smarals i? 104" Lr11_11i VIA"N i3o5rorO----1,I75ffr1 I Proeye, Cloned Jrdar- D., wrollit Moral D". [--v of) &'as. Too (25 1 I Its. I*- Ij A Ilrgf- sold iVersoa,, sall Naisbla'li IMPORTANT Far Orate, 31,' 09 sons) thick or ducker, wallsomest go 7 ey ill IA" (11) -1 - the Ibeck. 0. mancer dead., "Is - go IT least * (3.2 vome) dirculdh the deek. WIDETRACK OIL Nails - Ise 11 - ar 12-fisagaulafth; nods. orwaimoreas" EMU" DWMSIGNS vrM at lin. -,1,,- (9,5 mi heads, and In 11.1 V (25 mr) long. TS ftilaribrel wou, .1 Least I Liv Imag. L4xomx TL 00114111111 _f343 .1 (St0fineI rl Avor, 13 ,�syfiw real real oblylyu BACK OFTOP LAMINKTE I LAYER ;=1 Fam, attempting socipmencelrorny felt shroneer bond A.. no f3 T lkirser -Ar Q15"jIlaoson y Iraler ses 9 liesil e-ftylestAsus.2orweres-real 124 tSalsol C1511TAINTERIT SUINGLC APPLICATOWS MANUAL STEEP SLOPE Ir-L, trail ad to. Was In widulk rinfing, caught far MIT ball Isompared s1notila, 'I. be)- Asphalt boofitig earryou sheriff meet ASM D4386 Tqm ff. Apply V splius of asphap .bug action border case h earlier and a shms, 14' al 13- To from -h idea. METRIC DINIESSINS r­-I2,­r_l4Il4` ;- 12'- �335 l 315mr) 1 ;'Xi F"Joe"'Tap, � i GboAlas For S 'P I- ) - - S, 26 W111l a INGUSH [INFUSIONS 11" 12' 12' 1 (44 Is _77 (�Scerq coal# cement ONE CLEAN -DECK APPLICATION METHOD FOR ENGLISH DIMENSION SHINGLES MVKMSE DIAGONAL N11THIOD -SEVINS AN FWUMW) PRYPARING THE Bill fail i4shugly, undefliryareart be ilipplio& For Ul fice .4, A, Apply "drdayll val mvkhrel. C;erlidertedmilges Thin a cautdoomen is general dwall Apply ox and arracitilded, * Snap and Tobirial dralkhal to linsire shimill" will CAMON� I at of other hes"Hation moodiods mal, rmdt lay ailyftypiostm. pa"onlys, ff�pos 1,14 "reassoll drifty soulmlayarran sold rdsle, dfsa .0 ole u*, SIMON COURsh, 'Wo tab $sit selling shaild. satil lower 51 Tab pormaeres, remosedito Collin) �30 IjIgirri) P-16i, shero'shi.O. ft 1. heigh, ls.7). FIJI Lney h A _j��Eyi __j 7� (1801ri'd maid - - - - - - - - ---- - - - -,$"1 fig- 15-5� aoe,b, rool-adlba, 4co, if 1*- 1,3- 7 Asky, I�,&ayyhw kr -ow th, k- V ky& -pays-oboyeacy-ye-loest'laoser 2. to, Ili, first Fr- -.qde ,',he singer shingles. I.Aurvem; facessio, usso I liostring, casnom also temseshinges, to Nosier, 3. Apply tho IT Pavel 14 lawyer left eartherof the rardf. Malkmar, there is k`l' overtainfeeng die strikes, and - q drip edge I,, bel ciall.Ify-memartrairgi 14'. , drip edge, sualrache meartooll 4. Use full s6' laig, 71- wide seem, duagles, Ity, the of ill. CARTAINTRED SHINGLE APPLICATOffi MANUAL Claposs,13 125 at. Mas, din brol e0ea, tord K c* Be Bush .0 she y4g, at Ili, ONE CLEAN -DECK APPLICATION METHOD sumor course (trip" 13-8) FOR METRIC DIMENSION (13V�" x 38%-) AND LANDMARK TL (131A1 ty 40") IND ymtwu 531111 COURSES; SHINGLES ------ - ------ S beharty Will bring CAIITTONWMI;� in to me nlyfeencliall Sony I odmal I.. 'I. together .4 may sar-oremayan's Taftersol ITY"OURSE DIAGONAL METHOD t,%"AND I Vol mr. Apply Use 19r long piart, cal andidsta, die Urea-mmi,se go,* PREP-MUNti WE DECK� (U 7, OR the It and 'I'the firstshypEd, and 'It ft piece Follow leave the bamom 5' Wp Towassy of the fivar-midid.go mperged Apply inde flivional as reported. Cctraftffaed suggests flim a horso - applied. pal, 11 r r1shill radeflaryiessa Is Irt tactiolL delta, brain Is gonerally assirlyriLAUdy M it cowdark1st. I, Cor 14'al the Iblitithriffe offt breirown, had asse U far low. histal 0-121mag plear, wer andidoese theyescand-shmic Ship 'reddister 4. aerial shlighl nooreardly lived Espose all -builley 5 'A' 04`1 mrs) 3,Appiy the poornon,lynermosed I V long frege all and more the flind-emerse Idnal Apply the previously nabomed 7' long p sice from the Payout -.a w., saudiah-, Use farich-roose Also.. AU"Urstal parterre. loardu , hou shingle alothan the right adyvef emb snorgdo in STARTER COURSE: _sa - through mc. 1. Uso CtradallesdiaterwT (p-a to' nl liver, earbil sea* shingles with the inver, tab parro-oresid. I. sor, that CoNim-CING UP 1*49 90,01r: Ili, stantrishudd. we at fail 7�Vin bright 01ii- I�T-9) -pthelefirakoftaryl seefir). fashma most; 2. w1m 'rocassay. inarosi 14 roof 1. sauppy'i ill-& .. I g -Ar fall Antilles Ipislano "- 10 - Well analR), Do Act a Wool sheafght lt4PORC&W, Do Sol Ilign tools (dathinglay p". 1 1 o n I d- Th. 0!i'loslical, morder 'Isio'k pliame 1:19. "r4l �Ioseka ofor are 74'rey hasgbL -a side of (he warts-hin Far dot first sander. a. 5 `rV firmin gtrs, 3-Apph dermou.4 pi- . die lower left tonar, 4 the .f. Make - fiscre is '/a' toosbargelt One takey it saacI if drip edge is being used if you me "I using drip, *a, stake the a,,, harg 3,;-. pull length skenar anoldes far Elicitor If Qn, non - I lygere, )3-8-Atiossiogy Ill,%. 5 no, scharlard daps, 126 Ocagowly CERTAINTEED SHINGLE APPLICATORS MANUAL Agrao, 114P IH~ y(ekoascautealley'lleora, CESUAINTIED SHINGLE APP11CATORS Ill Ckrliso,13 121! USE (,M-mtt wly a W siol at are io".r 14 enroust 14 the ______tHHf1WNE`F romit. Make the Tower die and U edise firillwili nih do, adlyes of do, server _M Iloilo. 2ND THROUGH 5TH COURSES! CAITIO I I.&. W 1.1frow rustroarmor 1-5 below atill bring boatiour diace t.lotla, and .4 .- numaterave Pacyarlea 2"�60 mod 3. Cal i5/s' cffk I,* end .1 de, fiMshmpes and saw, Ibis prece far TV 64N, far LiadimeM) long piere wor, IA. er-AINAT 'he 33 of 6. first-a-rhialgle expossid (Agray, Interifistiddel (293ts'lostandiniarkIlMailEpincelacor - ----- ye, Mrarom W.nnim* micirouni JIM- symossaaa, dramatic, ard tored.4.1,11. shingles. 4em Le, com fill Njori, fig. ft Is 4"q 01 finat 5 qcN.Arlu d,- year voo, 128 eboylovIj CE117AINIFED SHINGLE APPLICATORS MANUAL IND THROUGH STH COURSES' ONE ROOF -OVER METHOD FOR ENGLISH DIMENSION SHINGLES CAITIONI Forn. [a odil bastiv.U. %afg, 1�5 below will bring law al elose, watior, lead try -. yromnla*, pamcirl PREPARING THE RM I Lei 7' off be IA it at the my shnorls and - diss plo-1,or SURFACE FOR REEROCEING fale, ars'.Appillids, to, fars; Pk_ rar "a Id., One fi_�rm_ Un,wprioa Told .1 tho shingle . la, applied will, aK havamedyle atoll shingle, nursing b oldea.Split arldrout flat d! I me,ided, raised toot airIng Ibligic,' I. the Plid 1,mar- feqm��rc offull <oUry,, mily I,' redil to 3', It, a goodolea to cat old duagiva hark finish on in, rai 2. Cal 1 s' .11 Lt. fi. shiril of the third cruess and amv this for aid earse. late, Install Ole 24" tg Isere el'ye.,dah-a (he �.mp ve pagg'- thin Fort apildir coorcentri-Ir"i"And ithIp a* long the earmse shingthe rako, and e-, raeul the idges, of the old skagler This ill 3.Apply Th, p,evionsly riin-d O'hag pip -mar and late dis, provide a toriffin. and Wall *a Ill. all[ help p- -1 third aeurse shingle, I so,pial; malkir do,,loyor, edges, I Apply the preiol rearnmed �' long Is- loan the secard "INSUNG' COMIINED WITH THE RVIE-COURSE ­. - and share the kandli-ear- Mmud, 9� install a bit shingle natural He filds adA, of,.h shirdle In OKOO#AL METHOD ("$rw AND IOURTIBIN11 rncsws�aac drocalin I.T. Foramearbardall course tho'homiles ..a Italy ]a %ide NOTE Nesting . prall ... If - 'Ichigill -the&, vids. rl-Arg o­db,d beio, 1, on orsymplicarthat - squate-ury, arpled, nal, CON LUNUING UP In &901" �ddbgha� , with a Vergileame. IT you - -,ring. diffiarrattym. or 1. III,limailigagram with i folhingiNvalmoth, five -cm- parre. sire "Gla. you may ned co m polls the nala, so disearging is Passable- 1. do da, simply rq off the Itardorg dial .1 all old string up tlooft take , 1, 2, kill at marses a,,- the crafru ,topped diallsoul fivAim, sal no. heyore lapped lear ill. ZI" bat if., contiongies, TI. permi. bill aluggle, I)aweA romi'moessompon ao,ol flat ,%ad pidtharears that mmd, Riled at. and hrops. UKPOIpV0,`F, For mo, align joists of shingles closer if= i team am, ..In,. ONE ROOF -OVER METHOD FOR METRIC DIMENSION AND a, 1v LANDMARK TI SHINGLES me The anthod .it I., aleco-deck alphessims of 9- sborgbas� `4r, "of fil, road mors., Application of hareasiblegla, weirligigi'l, shal deacylleses no, race-saided- dial Frigh of wdmam -.L I'v stop and goillar risk .1 nelder . . .... f HIPS AND RIDGE$ SHADOW RIM, ACCESSORY SHINGLES Fia,­Claaaa, bios."Alaol STAR71R COURSE, FOR HIPS AND RIVAS flusiLdempladlo or shingles. 1.,.g �' Ir, 36, stripl- ,wropleman, Ili- shingles. yrroply laid long the par-ain liar, ad dould hick"dual also forces. sonaluril barryllyine. isse vesurpard 2. Cat 1, .11 to, forish of the firriahrip, applyr be 21l, ..low of- .,a -itscOldfarstarl, arthelroarrkeficaracroseedgerapectise, radic, NA me, 1, 9 drop a* is used, or 114' 9 or .trip vire I, E - 1-11 1 tried. sidir flaw,eadi Aramaic, a-, 3. Column, ISTCOK RS17 no re-k-romakslasay r2ordoehilual"llopeae Fail I:..- hindis-rand-ifth Landarickhuddes wiffir z art lathe lmk_ -If One. U.111 2 Ablia the firia-c-arips with da left and fewer edges flesh wit the rGarecT romrs,. ClIRTAINTelift SHTNGIR APPIACATOKS MANUAL clkyal 129 There, those-tratice unit, or rach Shadow Ridge boards, NOTE: Each cap ft. haniggladlysiman mado v Ili, top edge 1. p-labal andsidold cap, I. seflt­ 30 in- feel 00� areachildt lower feel, Main) of it tap arr cadge, Iner pAidod; alvalsol C-R I. indcrall, it. aw-I eiqlassure trid thadow-hue placement Plate . 12' by 12' IMuerre, pa a 13'/,' by 97A'l and himvra, (Ag- 13.19). The side ranthel of dart cip be* applad should chirped amonall an We bottom eA p-d Portion. 6, Allotted nth the Lip edg, fit. p-j..,Iy applied W. 12' APPLICA11" is i3a 1 Applysidailles op 11, Th, hip or Indle -I Ilds', Ull Voill -4 gash, obsurion) I N0,11h 74, Last at" a shualt t --muld lorl arespormy -1 11 olt, formavic) m I- whose the Artaide cip a, colgo'eal is Flurated in ph.. od"rware. st potential at, leal, nuld ­ so %%Is to, "Tal 1114091, acd The I,, this Seeman ithisurric 1 - d a. t Collaring be application, o _" shingles - a rodge reirl Upplirsome, i - . 1., .7 dersalyl.0troulderki-ellystion. 1\ /I lz l Nolloggs lot Alool to the --.go Edge of Fro Prooseas For- Esplacam Cry, far i English Dimaroion NN , , I I, (14runi, (12.5 el Nolthf., tyielaull 17 Vsit.filaractlGiblecasellainloy"jo- Qrpopsyll Jill' i 2. hostall caps, beginning at the halt.. of A hip or at able, .4 of 4 14.10�� far Aj�giwmrrt to I ple Tri, Edge of ft Flaylarms 7 /fr on'til re I r_ ol -,Pd 11ferres, Fusion the steria, wob van (4 Iles, 5 5,T' 041 to in) Es posia M coal loraW aboul 3' is= do, rake c*. sold I' lot from ,all side I \\ dy; 4A. scn, firsafters, used to Ill ailps penetrate a I -a --------- a 3,,I� immantorarobObadeking_ metift Dimension Non! To assist in proper allposocil sfealridg, ". is ran m,J_ tap a chalk line parallel an die ]lip .-Idglu, doog the If.. -h- the side eellao al al slitheles shoold b, cy. risodiforawarrooseal lo kip consm,fiby-peraysica, 3� Apply a 1.11 cap shingle ove, the sander (Figicar ki, 181. and idel fassomrs .1 51A, (ll far Fail up from the riposed hascon 12' sible I' I. brarn ead a.,.Scjs remistrital , ,p,. oudir, foodard -L All sail b.4, c= I. drN. nial and coun I ill into the still anther. Fig- 13 1 re Laralle corhalllo twustoboogia hill and cadmeraujacces- yigra. od . k-ah, - yaorane 111) CAVW13 CEIRTAINTEIR SHINGLE APPLICkTOWS MANLAI prepare a �U Stupor llialopte by contag as [be lower V .I., fil MOUNTAIN R 1 061 HIGH -PROFILE yl A Life hour portion of am, k4amcm, RLIg applI do, i'­l HIP AND RIDGE ACCESSORY the hip mrskil, or ma either eadoftla, ridge. vviasiaging Go ,me, a, end by apdroximall 'A'aard hall the ancient oil.* along its U6, hoarryin to - hPa, rrillfas a, ecteflim, to fr- rom plartl fig.- bell..) berhall . .9 an take ad ... ,poeil bug *0 IWOXMT, One fore will c- 20 If.- ftea, I- Ekabat and V to Im. earth scie edge of thasninds, Tha 8' plate day, - aimed U.- canylosept, and to We. deadiparyl prifformi-I, cal 0 only he urrd to oll the opposT4 end of hip, Tolge (it rah, -ad lippol One 41raydissaa -44 Tor hall.wead, meditating Il arm) explostaft In the wrocauser. To pre�at 4", ter, herly, spots . fidl Marmanowdlye slaill o,aer the Wailleddarta, sibeirials, bersill it 40.8 it, ecynarfuse it Imaging to pril., to all" proper formAig, the hip, ridge or nada, Bush ion me be- aradelde, Ili ,I the FASTENING be bottom edge and I' in From *,+ 4da edge, IMPORTANT. yebAnoyary IA" 145 ml Imal far he 4' (100 ourellIambe,,plon- Cmdroomplicathrai of dia Morronson Ridge shingles spars the hip, gle. place faisverner I� U5 .) in fears amb side edge Gold about fidge or take sinown. FV- Mouldour Ridge shingles W. covicing (50 mail from die aille, toi al edge .king rates he fameme, ad finsreas. go. -1/4' hit. the deck or off the way kroortah, Forest 591 Maintain Ill* rhingle, place ficarces- ", 019 ..) up itan, I. arpmrad lam, edge and v (IS ral if, fired sall side 'dr HIP, RIDGE AND RAKE SHINGLE APPILECATION Apply the primary field -fill so to the hp,r Ill from Irma soFr, a the roof .4 arm flate, in fair million, Ill not -re drat half be width of. Nominal. Ridge smargli, Arcane, Ill. dersocial Mationarry Salf"Fargi. P,.P"ly a- 4 And ridge iki efdolle, an kith sIdayand Ill holdloolde, applied along rdoordipas. F., arlike'dio notation-, I'[. fla I'liftal Qolh to the raltedgeAtiody Moral valing dose s-P halk Here, parallel to th, hit,, riciele or rake adring he where (be We edgy, I die Momoredin today, shl"Oray should farli. Sealant Sealant 4-Starter- Irtace, 1.3-21: flos --i �4­,yoyolama- 1jere'sa Tip_ I. br, ,notolow Single, iriyall, owe* trifle Its, hanorce vla, I aroak al ft, M-4 oh -ter Vaer. Rilt, -14 11t, � 1­___.__ __ _­­ - CESTAINTEED SHINGLIt APPLICATORS MANUAL Chsoo,13 151 Egonft, DANSCO ENGINEERING, LLC SOMF P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee�ng.com CA 25948 CD CD LU IqCZ) U) 6 z_1 Z6 LLJ Eyn ryJ 00 0 00 LL ­q z < CL CID z Lu E z M LU _j W z C� __ Uj :D Q 0 < Q� > LU 0 V) < 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 AFrER THE DATE IT IS 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 UNAU`rHORILrD USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: CERTAINTEED ROOFING SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH RD 101 z C) N LO C) LO T_ DANSCO ENGINEERING, LLC P.O. BOX 3400 / - ; Apollo Beach, Florida 33572 )49" MAX OVERALL FRAM£ WIDTH - � � �"�'a!12 ( 149' MAY. DVERA!L FRr?M£ WIDTH 4" � ( Phone: 813.645.0166 flyC Slitf o 0 N cv Fax: 813.645.9698 21'" MAX ? U 21 "' MAX U SIDE -HINGED WOOD EDGE STEEL DOOR UNIT 6 375" MAX Q SIDE -HINGED FIBERGLASS DOOR UNIT 36 375' MAX. � � m www.donscoen ineeNn com j---D.L.O. � PANEL W'IJIH --! r 37.5" MAX. _; q (Y LV � D.L.O '� PANEL WIDTH 37.5" MAX. q � N 9 g• 6'-8" DOUBLE_ DOOR WITH! WITHOUT SIDELITES ! I - FRAME W;Dr I z { 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES r FRAME WIDTH z Ln CA 25948 W/ASTRAGAL_ O (n W/ASTRAGAL I o LLJ �l ? tSrENERAL NOTES U Gt FPALEVALUATED NOTE 5 ��I W W 1. EVALUATED FOR !;SE IN LOCATIONS ADHERING TO ti [� t.0 � EVALU4TED FOR USE IN LOCATIONS ADHERING TO F- D- W I THE FLCRIDA BOLDING CODE AND WHERE PRESSURE i - Z {•- THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I I W O ♦- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ♦- i DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DESIGN LOADS --OR BUILDINGS AND OTHER STRUCTURES, O O I DOES NOT EXCEED THE DESIGN PRESSURES LISTED w I I I o 0 UDFS NOT EXCEED THE DESIGN PRESSURES LISTED N Z 7� J 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS N'OT REQUIRED ON I Q 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED, co a OPAQUE PANELS, BUT S REQUIRED ON GLAZED SIDE_DIES 4 II it I r q Z. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 �? 444 _, g C_) ! ANO SMOKE DEVELOPED wDEx OF 60 PER ASTM EBa. " I u_ O w O 3 POLYURETHANE CORE =LAME SPREAD INDEX OF 5C z ^' i I i AND SM KE CORE FLAME SPREAD INDEX OF 15 = AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 o a -_- ! = AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84 '�' L w J Ln 4 PLASTICS TESTING OF LITE FRAME MATERIAL: s 4. PLASTICS TESTING OF FIBERGLASS FACING: ¢ w TEST DESCRIPTION DESGNATION RESULT n. TEST DESCRIPTION DESIGNATION _ RESULT a ! {w� .I ti f SELF IGNITION TEMP ASiM J7929 803 'F > 650 'f Z4y I RATE OF BURNING ASTM D835 _0.79 IN MIN i (� i '' ! � a � o � I SMOKE DENSITY •ASiM 02843 48.99� I I � � � o � I ~ V% r•t i o z TENSILE STRENGTH• ASTM D538 -7.37, DIFF ( >- i •-•I r _ w .� ' 4500 HATIVE TENSLE STRENGTH AJ:IER WEATHERING - ¢¢ 1 I M `a 5 PLASTICS TESTING OF LITE rRAME MATERIAL' 25 tO 's a5D0 HOUf2S XENON ARC METHOD 1 z w TFST DESCRIPTION DESIGNATION RESULT J `L a m m v -- - w g SELF IGNITION TEMP ASTM G7929 680 -F > 650 -F j K 3 o RATE OF BURNING ASTM 0635 .1U IN IN 00 SMOKE UENS!TY ASTM D28a3 69.fi9 0 Q O i1 00 DOUBLE INSWING UNIT W/SIDELITES �� q I TENSILE STRENGTH' ASTM D638 2 AA8 DIFF DOURLF INSWING UNIT W/SIDELITES a I • �' 1 ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING � � :0 '""1 �pl ID1 I 4500 HOURS XENON ARC METHOD 1 ldbftb� .� I Z C 00 c«a�ealtk�rrarooc�lla - I I ! c a z w near�vaer Ibjewea� D Ile we .� as J �- �® ®® Lin,F0J.-Lo M 0� ®� ®� On Z i �; Din Pul n ou 00 00 H 10 �a mu]�� � I �! �� i �Q i it ��� �� SINGLE UUOR UNIT UCUBLE DOOR UNIT SINGLE UCOR UNIT - IN LE DOOR. UNIT SINGLE DOOR UNIF W/SIDELITES DOJBLE DOOR UNIT WISIOEiJTES 5LNGLE DOOR UMT pCUBLE DCOR UNIT SINGLE DOOR UN)T SINGLE DOOR UN'T SINGLE DGOR UNIT_W'/SIDELITES DOUBLE DOOR JNIT W/SIDELIFF_5 WITH SIDELITE WITH SIDELITE W-.,N I WITH SIOELt7F WITH SIGFI_IiE p WERE INFILTRATION PERFORMANCE IStill WHERE WATER INFILTRATIOjDE PERFORMANCE IS _ r- - - DESIGN PRESSURE RAZING REQUIRED TO BE 15% OF DESIGN PRESSURE - DESIGN PRESSURE RATING REQUIRED TO BE 15% OFN PRESSURE DATE: j TABLE OF CONTENTS - 5/25/05 TABLE OF CONTENTS CON:=1G MAX WIDTH INSWING OUTSWING INSWING OUTSWING j ___. - CGNFIG. MAX WIDTH INSWING OUT6WING INSWING OUTSWIOUTSWbNG• _ --- - -- - --- SHEET b ULaC..IPT!ON .__X 3Z5 +76_C / 76.0 _76,D -76.0 +t90 -19.0 T55_01 -SS.0 SHELL DESCRIPTION X 17.5 -L70.0 -70.0 I+70.0 -70.0 +19.0 -19.0- +70.0 -+70.0 -70.0 Xx 74 +55 0 55.0 +55.0 55.0 +19A 19.0 +55.0 5S:0 --- I,. XX T4 +50.5 -50.5 +55.0 -50.5 +19.0 -12, 19.0 +4U.0 -+55.0 -505 DwG.EBY: N. SINS 1 TYPICAL ELEVATIONS &GENERAL NOTES OX or XO 7° -�- 1 ttPICAL ELEVATIONS &GENERAL NOTES 2 ANCHORING LCCATIONS_& DETAILS_ - +55.0 -55.0 55.0-5.5.(I +79 C _ -19.0 +55.0 -55.0 CHK, BY, j 2 ANCHORING LOCATIONS & DETAILS ----- 'UX nr x0 _ _ _ 75 +�0.5 - 0.5 ' +55.0 -50.5 E79.0 -79.0 +40.0 +55.0 -56.5 OXO .5" +550-55.0 +55.0 -55.0 +t9C -t9.o +ssD -550 +55.0 -50.5ORING LCCATIONS & DETAILS _ORAwrncNo. 3 ANCHORING LOCATIONS &DETAILS OXxO tag +550 / -55.0 +55.0 -55,0 +79.0 -79.0 +55.D -55.0 OXXO 1a9 +505 505 +55.0_L 50.5 +t9.G -79.0 +40.0 F55.D -50.5 -- DWG -MA -FLU 28 05 * High Dam Threshold Design EA4G-MA-FL0124 05i SHEET 7 OF 3 SHEET i OF 3Ly --_ CL­ i i f1 - _- �-- q T. 6' YI '-- SEE DETAIL - 3" -' - 6" SEE DC -TAIL 3., 6" OU j I Q .-� 3•. _I - 3 � 3^ E 3 3 3i I I 3.. 3" 3" L 3" 3� I _ 3,. O J �> I 6' 6" - - I- 6.. 6' - I - 5•. 5•. W W 6.. 6' I f 6.: 6•, -Y <E in 3" - io io F"' W ( ;n .3" LU I ' I o in 2 I- I I o i in Z I- oo I w ~o I O/ �^ n a SEE DETAIL �( ! i i' o a SEE DETAIL c ^ O O Q � I..L CE 5-E DETAIL I a L_ SEE DETAIL w SEE DETAIL ��_ O ., I= (A o i SEE i Q g L SEE DETAIL B ;n "C I g SEE DETAIL Ii I�Of .%� .U� B Q v, G H H z A n .:D. G I G H H w o �A U -O C} (� B CGS- o�q�o I I - a - - - - - -, :n •N x$8� I I -4 I I Vim$ `cz - �- 3 0 3 - 3' T i 3" -1 - - 3" . I-` 3" - e•. 3.: _... 3,., & �- 6 a c 3" 3.: 3.. 6:. ! 3.. I " j 5.: - I- SEE DETAIL SEE DETAIL m ` F ! " THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT - I APPROVAL INFORMATION ASTRAGAL RETAINER BOLT HOLE 7 LOCATED ON THE STATE OF #8 x 2-1/2" i/10 x 2" �#8 x 2-1/2" o� O #8 x 2-1/2" #10 x 7•, #8 x 2-7/2, v -: FLORIDA'S PRODUCT 7 MUST BE DRILLED THROUGH n ! T_, - �_ ry !� APPROVAL SITE #10 x 3/4. -- THE DEEPS ENOUGH w #10 x 3/4' THIS DRAWING AND DESIGN LS VALID FOR 12 MONTHS �,#8 x 2-1/2" # 10 x 1-1 4' -- -) FOR 1.375' THROW 8 x 2-1 2' _ # / --ASTRAGAL RETAINER BOLT HOLE / it / 1 0 X 1 - ] 4'AFTER THE DATE R IS SIGNED AND SEALED. MUST BE DRILLED THROUGH SIGNED AND SEALED FOR THE SIRUCRIRAL PORTION J OF THIS DRAWING ONLY. #10 x 3/4" !%10 x 3f4" / OET.A!L "F" AS a #10 x 3/4° #70 x 3/4 THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH o #10 x 2" E7AIL "E__ASTRAGAL # ] 0 x 2 1 DETAIL "E ASTRAGAI. " t ®2O ERT O DRAWINGS AND DESIGNS ARE THE JOINT THE "^" „ FOR A 1..3 /S THROW PROPERTY OF DANSCO ENGINEERING, LLC AND THE DETAIL ATTACH ASTRAGAL RETAINER BOLT OOw 995 1 DETAIL C" ATTACH ASTRAGAL RETAINER BOLT CLIENT ON THIS PROJECT. ANY REPRODUCTION OR OR EOUA1 UNAUTHORIZED USE IS PROHIBITED. DETAIL "D" STRIKE !LATE TO FRAME DETAIL"D STRIKE PLATE TO FRAME AS SHOWN. / 4e x ,-,/z PHs o AS SHOWN. DETAIL "F" ASTRAGAL REVISION: pddealimiaNAtM i,t�• GATE: 7/1 1/U5 ld� O�bfIMA DA E: 5/25/05 C96G'i `N SCALE N.TS I_ 0.962' -�- SCALE: N.T.S.DATE DESCRIPTION 1.375" I,I.sty -�a DOw 995� tw.', SINS 1.375" �'f7J'1 i I Dace oR Ec;ul *A c-K. s : 9 i-`-�� T Oefa OS a SINS pRAWING N0.' t DRAWING N0- Ex-ER�cg TE31p� INSWING THRES�-iOLD OUTSWING THRESHOLD HIGII DAM O/S THRESHOLD DING-MA-FLU729 us NSVvING THRESHOLD OUTSWING THRESHOLD DWG-Mn-F 0128 vs TYPICAL GLAZING DETAIL _ SHEET 2 0 3 'Ikl 2 OF 3 QC SLL ULIAIL _ - 3 6 _ Z "E" SHT 2ISE "E' SHT. 2 3 t: II '✓) 1 3^ 6 �-- 3 I- 3 O 3 6.: _ 3•. 3' I` .3" - _ 3., z l j -I_.._ }- 1-_ -. _.. I ! I .-.. _. __ I .!- I - --- I f` I z z VERSION NO. i l = � ! I I` i L-�= - 1 I- i i 1 I -�___ f � I I z � � j •' i I � 6,. 6. _ _ _ - 5 I I _ 6,. 5•, _� I - ( LW�- W LLi 5„ Cc 5.: 5.. 1 ' - ---- C� O I O j I .o rn O_J t _n ( - ti 00 Of SEE DETAIL d I e ¢ 2 "D" SHT. 2 SEE DETAIL I• jI SEE DETAIL o ¢ "C" SHT. 2 SEE DE-.41L I O-_ w l_ _ a o /_ _ w B I .C•. SHT. 2 - (I'- III w �_°' G' 4"� i t A ---� 0,1 -�AJ p a 55 I w a ! 6 �- - I �� o� L_ 3.. _ i o 3•, i 5' -' ------ ----- °' `a SEE DETAIL J ? "E" SHT. II 6:. I 6 f f` 6'• r SEE DETAIL I� m I CS 6' '- .- 6 ' j "F' SHT. 2 6^ 1 CO CO o -- t�_-_ _-_.� -I ATTACHMENT DETAIf_ o ATACHMENT DETAIL 1. ANCHOR. ANALYSIS FOR LOADING CONDITIONS PREPARED, z Q 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE SIGNLU AND SE_ALE_D BY HAROLD E. RUPP, PE w i (FLORIDA #15935) WITH THE LOWEST (LEAST) (FLORIDA #15935) WITH TILL LOWEST (LEAST] z FASTENER RATING FROM 1HE DIFFERENT FASTENERS n FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE I BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE CD BE NC CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI/BHIMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE I SHEET TITLE: . KWIKSET OR SCHLECE ANSI/BH1�A GRADE 3 OR BETTER HR: S.10I D FAST. NFR APJ LY7F) FOR T91S LNi INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED u #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL t C'UNUHICAL AND DEADLOCK HARDWARE TO BE INSTALLED #10 WOOD WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL AT 5 1/?_" CENTERLINE. SH.'M MUST BE PLACED IN SHIM SPACE .AT EACH ANCHOR o a HIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR M50 7.50"- AT 5-1/2" CENTERLINE. MASONITE OCATION. - - MORTISE BUTT HIN'"ES LOCATION. M!N -GHz^ 2. 4" X 4" F'JLL MORTISE BUT HINGES. EXTERIOR DOORS t- D•z5' 2. T" X F FULL _ z ANSIfAF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHE!VEMENT H sw - 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 125 � MaM - L�i1 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM cL --� - '� /HIT + o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMB R AND ACHEI'JEMENT ;:I OF 1 I/2 MINIMUM EMBEDM_N THE TAPCON MINT AGHILVE 7 SHEET INFORMATION: U OF 1 -1 /2" M'.NIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE ° '' AdOard� tDWX DATE 7/7 i/05 MINIMUM EMBEDMENT OF 1 -1 /4 fle�No: / owcSCALE� NSWS a c S 0 TYPICAL Ceffiwfio.: Epp Dare 5125105 t JOB NO.: MINIMUM EMBEDMENT O� 1-1/4". LULL TYPICAL 3- WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPFR'_Y T � e: N.T.S 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY 70 ANCHOR INSTALLATION Debfl os GH B TRANSFER LOAD_ TO STRUCTURE. ANCHOR INSTALLATION D"P,.� � DW yY' SINS DATE ISSUED: 09.04.07 TRANSFER LOADS TO STRUCTURE. Dal1 as cwK 8,. H DRAMMG NO. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS '171 LEIS. L4-- MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. O3AWMG NO' DZ OWG--MA-FL0128-05 DRAWN BY: DWG-TVA-F10124-0.5 UI----......------ ---------------- sHeEr 3 G- 3 --- ._-.._- SHEET 3 GF j I --- -- REVIEWED BY: TH 0 =c DD 1.90 a SELF IGNITION TEMP ASTM 01929 68U 't > 6S0 'F RATE OF BURNING ASTM D535 1.tC IN MIN SMOKE DENSITY A67M U2843 69.62 "ENSILE STRENGTH' ASTM D638 -7.489 CIFF I J II. i I. 1 - ' I -: :. I::i t 1 ..I 1... I 1 I..-,h Ifl I iIiI III'.11,n, Ili:I llll'I ItH TI1H6A1 dl ill I.ISn IV",lJi .II . T I - L I j h, IT 1, i? � 11 A R N 1; .� () fi: P. E , FEbrul,xv _22, 2005 I Pr�,JuLt Approval Adminii,troor ,',&A Armrl(i ani:!Assor,Gte�, Inc - i 171 t' W. 3M� 7,i, i, Unit 120,17, I I Alc* 1-1. 3301 2 L,1,7- D'SrSt, ,,, "I";l"'i" ,ij,L cEtini­r ,,Iln r,rf,,, DIS Cv,IIUGEIWl SCIFVI�CI for Wa�me Dalton, Tni: I I,crt:rFif �liat I havI, A, . Flor, nu fin-CiDt inTc,", in 1h,'­­­­t­BIii, '2,_'? oir --ac-Dalron, Llr�"Frbutimr ,IC ;,F.,y p-dErct by ,,Val Inc I iturther Certify thIt ITT,. in-I-n-It -di iMinnn, D-Iwn lind the Flo,iCIB P I ­dlact Ain. E­B! I I p p­ce;� Lonipli,, ,-.III,, � .... I ,hRII Dhvin,E crinoply Ividli" all CrivI'm III, ,tSL,d in FlorieG Ad'E'LLO'li,ariv, Ccide Chapter 9B 72.110� I , I ,_ Id, 1, ...... _.. , I I , .. , � � fjREI,,Cnj,,1 py, _, -, r _ , 1_ - / , 11 . - I , 1. � I ", I �­ , 1 I . I - - I - . . � , . , . . "' , , , _ � � , 1�/ I. . � �.: � 1. - - '. . JCIFF,,�,.111 A . o., nl"T.' . ', . . Si �i �Ci' I , � , : , , il I � I . J� ,Z, V_,-� I I j"...'i, 1 !4S , L I I— I` A N, K l: I . S � f I I, 4­ � I I t�­­ III I.', I 1, - 32221 I L " N I �­ Il2. �Zllli - 1-11", 101-1,12.9-IIII - U= _1­1 ­ ­11 .. ­ I ­­ ____­ .- ­ . _,�RT �IIZFC I.- I— - .D' mI__ SIR ­G ­ i.A.7, , ­ --- � - I 11 ­ ------- � - ------ ___,__ - -.- I _­- �.. ___­__...___1__ ­ . - -1 .. SCRE.'D r-r-ILIZIl 1- A P'.�,. O, �a ) 1 1 .1 ,ORF .CL7 , ­�!:.,_ I , %::�­ 0­' SCREGS RaZA LED 11 Ir �R I I I U`T`1I`PIAT` SECTION ,., OR .-.,q,, ECCORARW !NSTATS� .F T1, 1111.1. 5�­ - 1� CA FLA'S A- _� 11 1. , I I DESIGN IILSWRES IN, . "I'D D"..40. OF12TI41; GHTLI. IiAl' iI WAMOM HF�O,n 01 I IT CA LEN FUNIZ " I I �-�� ­ I __ I� 15' OID A IIAXUI. LENGTH OF ,E "51 Q.1.NC IS 107. AG7 RrST3T­ "I DDITS _ I IA. "" I . ; , , - ,- NOT vEET THE KOTTREVENTS FOR 5/16­5/8_--,� ,,, . I . . I I :: WID-30.1E "Can's Ri I,,, SCRF:w (MIN .5 , � � I : I � I.. CIZIG ­N. Irl".. ._� "C SL.WN) . , � . , -.1. SEE -TIC :. .OT,� IFAM�C SC EWED c HIER .- , Wllllir� N OF ('Or #6��, �IIP A � E. NaAL,EE I Lll� 1/1 �OIP/16' ­Clx-� I .1 i !I 1 _�_�, - 7LI ITE.RME-RESSEC'. I—' ., �,- - 1 , -I' NUATi'AC2�H 11 . 11, I � __ MCO-OlB :N5­*� MILE'S -i S� AIC DoB. RDESsUDES �HGWN � n,f* �,­­. .B-- 1AM& BRACKET 11 �, G­,lID�G 5� LL ,AvIs � .AxaNI. 1ECIii III 13 7t! AII� A ii­M� I ENCTLI Or , 39' IE 5A M. -1 I ! , . . A M GLAZ.G IS NET Mi IMSIANT NO DGE i LEEI It BE-Ri IOR TDACA rr� � :___7 . .NG­1,fRNi: ErriAG IMETE. , 1 'N i I i � � 3 PNYL OR WOOD 0 CR ZT� NATED A , � . I .-Vy G, 1* 0.� .J7, D,tIRAP ro, AND .1 GIGS Q� IA�ELG -.110 1/le' 1/r..T-r/R' i­ ,� SCRi .1 FACT , - , - _ - I " r W511- `NCS�Nlll. O K ..Is IC-17 �, . I - �� - 1. i OCB. SIX -XI. ill Or,it-OF �!il KOULIED. / � i : I � 5 Dsci., ,"A. HE -ONSTFIETED Mt, - I! GA STIFFENED :!; I 1, . � FOAMO lN PFACBCPGL`LlRETHAN_ n4s`k� TON .1 I., ILI ��MD'��`Z" C, ,ANG BRI'Ci FEE scRcLDU E FOR 1: I I I 1, ; . NskLM ` CaR FTFIFL AN7 A III ITAMN A GACXI 'NO Cl- _. IIAI A .i­ 1.11 ix;,Irly. 1 ... ATION, - _E i , I I IT I M­ L, , ,�__� � G - � Its. HE IF trPIGRaID, - , , Klm, I tc� OR �l LOI7 "CK , � � " 14, -11, I - ,F STRUC OLD` An _� - ONE ON O 01C, "WRID, 1� I I : I z � =__ Q Ur. P. " BEER,, ly OF PHI', Fal,, . 10IOTT C, DE,O, " FOR IF RTILDIN�',, S,,,r-,,is INITH OPERATOR - SM I �� 1IR AN O � 10 5 , ACCORDBiI W;i �ERRIENT si�LQl" cools - R T" LOADS T`R�� 0" "q ­ 'i suot 'CC. 'I 'GWN 70" CLAR""� I 1: � I - �,� ' DRAWING, t I 41 , . 7 DOOR �9 To BE iRli 2�5 1 I, STRU TLRA- GIO,Uw -i,IMKR R�IER IT, JAM8'CCN`RF InON SLIPFURKNI FQP I z, . ___�_] A,A��ENT TO �OsBlrfrl S7RUCrJRE :IEL� (1� SEL - -I- I !; 1, - __,_ �_ is i GPKH - 1W VEN1.1 AL Mirl LOU�Rs I, MOLtED FRAME 'S .- SHOW, SE"UH - FOR , , w�T ,,, -GAR LccAr L,W, ONG I: 49PRM --- SOKWX, 100�nrsff MIT, A Nli 01 C5) IS) SECION DOORS AND SM #8 I- SCREWS INSTALLED IN IF END PAR-S Or mic rFrrioM sicini NOTES I AND t ON THIS ,H,,_ Im .il IS Q-1-S. - __ ­�R _�T� - �N i ORiMPOS116"YE71 I LOADS ON SUPPORTING STRUCTURE - i I.Ci WD'i -i" ,,, 'Mr. n,F,1 1 " ­ G F'AR ,A . I �,Gw C , ,,, I 1 0V it l 9-0-1 ALL, 4On.I/-i38.a i - ____ - --------- - u,"E" I �,5­1) 'CIL AURE GINENTROK EsiOiS GLO�� JAMO BRAMET ATTACl,EG TO I � � TR�,K WITH 11­Pill,�Tli- TRACK BOLT AED NOT AS 5BURRI ANOW, I � (� ,�?� FOr.LQ - UMENSION 0i Q�ICN R,STA� IAM3 BRACel N$TALLILD N : TERF,'t s,,­ NQ .0r)(TON.I. ,IARDANIE 1M.- TO ATIC� �0 ni.�� _S I - BRACK - - W4416 �, �w DOOR Go. Or 1'�.IACKET I A'A61'211; WEASURILD FROM 6C,FTOMI HEIGHT sMITONS (CA., �,G,B) I , ,A, ALL. aME,;S_RI � 2-) -7--.- , I ,, 1 's- oo, ,,S-yir (0):-Ev (.19-0 a,-,- I I ', i 141, �Ur" I I, MARK ,R. BARROI,,r, P,- 1-3hS �,ILIA ,Lr,N�A, EI ii -­- ­_ - I—- __ ____ - -11-1 -.- - NQ= I S�11 7 clzm ,.I" MTION - CDC' .,G­ 1. OIL - ;H Ga�­ � ,.Is NCRrWcR` I�ITLIR .1, A WINI40i,I OL ,a) il Gl� ­1 11OLE 0.1, �R[As IN"AILED IN 7,G1 01 INTERMEDIATE SECTION �WFM 0� W11CIT !� .1 FLAG 0- DECOVIT)w !NCORTS� NFE75 LATT�M STATIC CIS ol "Es�.`RM SHOWN ON IH`S RRAIRIAII �V . �.L ­ A 4AR.- NCIDI,I 01 16 DA - IVIO7, i.115' MU 1.AAN`,M EIRITH O' LE." CLAZ-, IS NFT N"AIT� RESISTANT A41 i, DO5$ ­ IP 1, I 111/0� 1.1 .0EI ME REQEIRi IaR ,"ID-BERIE �i REQ-1 I,< �4W$ � 'MIN 3 As 2, i G As[G -AIL, SIMI - cila' B,i,_� N­. B513 QLAzNC N _QE� IN -ES 'A .A - ISHT SCRENEE, T�­i .1 , .;NIM'j. o, (,C*; 'RACK #B.,- 5'RE­, ,s1A _* . "' 'N ITER..'All SECTION (WITL �i .11-1 - O7ATIC S/16.1-5/e, I— , QF. - DIC1*011B 'Fjr"F� .,�E­ i'll'tV . ,, SHG� t6t a- - G, SWRES UN nl�� 0"AlING IT EIC1. .AENC S4.1- ,;A� A ITAIGULA IQcLT "I .1Q M-r I 1LI75 , AND A MkIVIV LENGTH OF 39". '/'_Dii9/i6- -.RICK G-1`6RNG IS q17 ; . IWIAC3 REBSTANT AND DOES ,Z I ICE, RFIT 1.14' '�4-20 Ns�� ", MaE, Iv"'It.-C .1t,15"s AID, RE.GN, HIT A' -' � JB-- I j-9 NRICII�ILOCATI.l ' ""' .1 - - S- IAL_E� A A - T-LBW D " D". `u_ .-A' �O` '_ � - ­ ��"` ANDX Bo"i PC)s OF PMi VINBIUM 7/T6- M 1. F�7 NEG�L". `1iEG`I9`,$ Is __. ­ ­. 31 EFERI- k'W"CO, E. ­71.1 BOAl III -117RUE-E - ­RD IN ILACE F-IREM.' FG`M` !I -I tiI­ ED IN 10POR CIIIWC�ty SURGED 10 GO CA 1, 7,�CE"" , IT AN, A, 'FRAIIN FARGO S'�­ '� A `It I '. , . A040I NO CA' ­0 ITAYE A MINI-M �,, .,I . F FOR _ All, Cc - � , On I .e,-�., Aiiir, 11-F 6 T" ­11 OF ITE DU11­G S TRUCTIJR1 ELEMENTS 5­11, DE "Tir - 17' T 01.1, OF 5Ii LOCI IPON�IRIL; I 01 ME IRR��CSIGNAL . "CHO ,.a THE -..0 -1 G.Uclos INC! ­'),ED Noi, ,'�FRArcn - T. NOTE AN' '.4 A- - WITH CEFRENI LER­DNC 4), SI-E -CLE SHOWN COGE;z I R IE `,11AU5 �s_EC Ill �11S OR— FOR WRI!, I DCOR L", -I) IF ...,;. zil aILL-_ (") ILIOGN GOLD I - TURAL Ol : UWTEN� LEI FR 11 SOBDI GN­ �L� STILE� jAM1 N-WITION SUR'�,�ICNT ATrACIWENT -10 SUP' -Di _a." " I - I ;GH Lo-a � - IOC�fc`O` , - GCONS, - (C; SET, All, SEE NOIS 1 MIQ 2 8 i O'BON - LEyf, MNI.L. ON ­S ILEF, TOR A,ZJMeNLiN LOIJ�RS :N VELIBED FRANIS IL'InG ITIONG �C CAIWIU) 'GZ�,F? .1 A .1NUL. OF (1) e,4 - ICA111 . III F,1 Ir - - 1AN,., OF TTE BO`TU`i MrT`ON I ,�, .ArlK � 0AR?I,)., 'I DRKL jr],FNSF NO, 5/5BI) , ,A D Ja,N Ap4vx Teebiri Inc. 474, Sutton Purk Court.5utint 402 .lickionvilge,11, 3Z224 _____________._________ - ENaluation reportS Hire the, opinion of Ill engineer who prepared the report, based on Ili fludiri and 1 in no way coustifirteor inital.viripprovallitiva local building authority. Llavenighleeritilrevilewofthe I . I data R"bunticill, find- thit. ill 10,; opinion. the producl, material, sy,ifErn, or Ever of conorraction 1 Ninivili identifiltd ifirthrilircti.riff ECHErfolinf-with- u, a ,luit.1,1I, I'll-i to dial spievirled iful I i Sf '("I, Florida, Buildling Code. St-KIII-XI-l' I 0 FIfV LINII IA N 14 Sr REPOR I I ! jeffrey P Arneson, P E a licensed Florida professional engineer and employee of Jax Apex Technology, Inc. (Aper, Techr,ology) has reviewed line data submitted for Oor-phan,e witri the rforid2 Ell-lildling Code Neithef Jeffrey P .Arneson, nor Apex Technology. are responsible for any erroTs or oirl to any documents cadulatons, crawings, specifications, tests, Of SLIVIrnanes prepared and subm [tied by the design professional or prepa Ter of record who are listed in the L;Lbs' tarrhartin� F)ata section of this report REPORT NO: WD200602 CATEGORY, Doors and Windows SUBMITTED BY: Wayne Eaton Corporation 'B.Pfi Addison Drive, Pensacola� Fl- 32514 1. CERTIFICATION OF INDEPENDENCE Jeffrey P Arneson the Fic,ioa enginee­,D)o preoared this sport, arid Apex LLTEGfirology have. no firancial intereO,;t in the manufactinrig, sales or distribution of flhFi productfi, included in this report Jeffre V P. Arneson -and Apex Tech no log y comply Vvith al i criteria as stated in Florida Administrative Code Cqarpter 9B-72110. Z PRODUCT NAME Models 51 201CII 00 Gafage Docr - IVIO'bis 5140.'9400 Garage Docr Model 9600 Garage Door 3, SCOPE OF EVALUATION Structural Transverse F/Vind LQ@ds 4. USES vlocie[5120YI 100 51,40!C400. ard Y600 garace doors are Lisod for reBldenti8i applications w,th specIed allowaloie Wind pre5swies. P.O,, I �,l ii %1L-',�n_--D1ALcn I I - E-EA. 10- ON S­ U BAR I S"ItLAMN 2 FrA u_9AR I C DOOR 3/C7/s5 - If, GA OK�ATGR ILL I,(-,, APIER19 �Q 9� , ­ � . I . ,�, I, ,,� "OT'Di . ­,i I 20 CA END CAP ___­`��___l . - JDESM �FEF�. -72i.90 , I DATE NAME I waw" 1 (P�91 �40_15/21flc !.AR HElG,.FI 8'-C' I,RAWN I 3/-!/OO GRI , ­17­ S;L ­� ' --'-'-'-'-' - � 7 , � �,_PiRi/� �T��__RiTE "L��TL/�-,?��-!�0_tll��_'K���L.It�,'al��l_",I,-ifECKEFI 4/6/08 MR Da-MMI i = MODE-S 51201/91DO _7 � of 2 31,95 ADL11- 1­1 I DRAWING -AIT NO, I REV- N9ACOLA, FLQRoA =t4 ' �� - . . I I ­ 'ATION CP7 C,N � 228 (I-, ­­1 � i 318915� P3 WINI'LOAD SPECT;C, �D[l� C) sla Q_OAR Non ON S`iE_1T 2 FOR TI-BAR LNETAUAT'-ON CA i W I JAMB BRACKET SCHEDULE q DOOR - in, or, JAME, "'E"', , I "Ir III all"IN111 Or I.MR BRIC, I NE ,a n 0. RGTTGG OELDN' Ri QIIIDA� i 1AGRO Ill Tfr�. �.,I, HEAE.RON, � T-) I . /_--coll. -.I. ,I . C�i,+ -,L--��, - - ko), 25 ('e-o' 3', I,`8_�, [ JIG 'I V� (14X 87' I,.) K-M (js 1) POLLOWING DIVENSION IONOTTES �,On­'U JAI48 FRACKIL! APACHILD TO IRACK WEN '1/1-70,9/�6" tACK RCT-1 �Q NO- AS fill A30W. (Ql) rOl-CAING DoRIBION DENDTFS QI$CB NEFAI4� JAMS ERACBF, 1.37AIIID 11, lai-.ERF�Y SILT. NO ADDTIONAL .HARDWARE tSEEMO 'O I7AC,T'T TRACK. li� is CA OFNIAID, STIX ADOETED To MN`H or ., 5DE171-ATION .B-,,.. t r ,�N�.-M PAN, It AIUMDER XCA, �/07/06 ,I 5;� .1%10 SVPE-POSIED OIESCEN "FESSORE L*,iDS � I- .E;CRFN. , CrOOCIERE .0 cE*E'1'r INEW ER OF -HIRERS, WGU RENTIFT Nii , 1.4 WPM FOR .AH"WER ' . GOOR al I WR. -,/,(,/m � i� � I I I i If I . 7_R___­�_ : I Ni eC,' MITTER HINCES Iss JDINT RFOUIRED ON Trol M.THS GNEArDR MAN - IDINT D;..'3) ants PING" 1. OR Rlf.� ICA - -IS LE.rR rGU. to ". , - " SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPOR71NG STRUCTURE - DOOR .Ul. I- 'EIGH, UNIFORM, - , D EACrI ,VB "-2) �E7:p� � ISO ,,, - '. _��L__ ALL, __t,�2A/-, , - 4 jj7l-_tj4� - ------ _­.S/_LO2G ._,�,_-!I: ,Q' Q* ._�,_ ALL * ..... _'_7i­-_I�IK�F­ __ --'- - S_ I ; I � I T VED SZES 9�AILF_ ,'.T,S. I,-, C PRESSILRE RA7,NGS S Z-_, A I� - I 15.30,1-IT _Pao ni rl`FF� 00 61 WO-TH. 16'.10' j DA7 VAMF I r - _ I TEST (RSF), ,122.9�/-25�50 JVAX TTLIG�_,; 6- CIL DRAWN 1 3/p/05 GRI f ivPAET/cYcLO_ RATED (YB­/NDt NO LAx SECTION I ILIGL:T; al " CHIcIED! A/e/05 MrBa ; I I - --I � SHEET ' OF 2 I I MODELS 5120/9130 wo- _R - -, ­1 i --- I .- .. I - - __ � DOT4, ,;.7 NoTFEv, I 33CS ADCSSON ',)EDVr 'SACOL.A. FLORIDA 32�'4 � WINDLOAD SPECIFICA n0N OPTION CCDE 0229 -,i8959 I P4 il (850) -7-9890 �, - -------..--- _____ - _ � . i3 .A AU,o,1,DLE .A ',..'E U RAN WIN :-TEIRA, HE RIFIR,_ `,T`.,GNE1T 10 ' - , _�'=_H­V F'B-.LB-- ,, _- .-C ­ /, - it �� IN FICTITIV OF U-BAR r_- ENED 1­11. E-N. AIM A7-CR -1 END CAR AT - WITH ki/. i"'S/8" X ,�/ ,, , 1 Ri EACH Exi iv7l, I2) !/�14.7/fi* - SCREWS- _ I . __ - I, _`__ � ,;il: - I _,F: ­_ - I f - r7 1��.- SELF ORI,JNG CREIRD11C SCit. _', �_� I __M� 9�1 I _6 11 CA 1.1LER SIDE I7t-Aci-BRID TO IRE-I'VICEIRD TIGICS IN IOI OF U-BAI , " '�" " ­CE u-BAR OVER INTE­ RIB armi 4, (2) ,/­,.5/8­ cs-Tina SCREWS. "i , 'ISE 1i NOLE R, SLIDE 1. ENSOEF "', "`�� TFE �V, PRE-D CK.D TOLE.$ F­ END, IACNRS UPIiiARD AND ATT�C,­I THRI END I-O PRO(iER AILIGNMENT OF RDLi UA- AT EACH ENO . ON �_! 114-1-1-6- I 15 CA HINGE ATADN.Eo - /I i� �� /I I __Z�� SEII D'El CRAIIT7, HE jfL�� D-EAR PLACED OVER TOP ME - DQ�,(M VECIrION SHALL OAL� BIT14 (4) 1/4-11.5/8- CIRIMPUW.SMF.W$ (2 )F � . K, ATTACHED TKIW END CAR AT EArn - WILCH ART RIC I _--, ti!�� FIB ­ �) 1/. -.1/8' SILE .Rli Cal.911Z CKW XCIOLP oil 01� , I ATTACHED, __­­ . I, I I W70 FLAHER BE ME V,QAR __ , I F, -`fLON $IILt"I - B"I DU TO CLEARANCES BE RED TO lNBT11 �KWE AT Mn ENOS 01 - - .-.,4 : a'Dr ROULED WITH .: , A I U- BARS SHAU, � �_ STEM ------- - i Bi-SMOS, ITALLED ON SFQIIGN� ."Ge 1Q, Mlr­ R0u_ R SUCES AND TOR ; � . I THE .-.A- - A— 7ACN.E1 iI 01 i'lill SNEE,1- 18 CA .INM ATTICIeD - .I" W L/" -5/8" ­_��, "'. "AM BAR OVER - I�TGRI Do A19J ATTACH I// - �­ Id- - -AoFT,T- v-n-tis it Or - �� - .. , WrPI �2) 11�10,,518r cei SQRkWa, WRV WILIED, ARE FACTORY ,-six , Or .,,.I - INC-liUKTIU) Ni At CAD MIRMBBBATI: ".� ,URL FIELD 14VALLIG) .T. , - ',OR LOCATION f, Hko FIINM, LEAR, AND I OF � - L� - - Wi IS I!- INSTALUX __ - - OF I ­ I'D BEHUM IIINCE 1. - 1 ILTRU IRO IFF-PITNICH I . , 161= - , WER oi, U- W ADD IN 1­eAR '.�r a. Ul, .­.) DF'TA3L C 12 G,I, BETTOM BRACKET FACTORY A17ACEM WIMI , z - 7-'r . I Rn .1 Fla .11 I ii &)j,/,�,iL4rS/8` , ..- BE .f7W,,___ , 1 '� Ck .�R,GGER ,:��l ,; ,;P I _ RR.F.CET AM ,oTT`�ZCP"1`iRUM' ax D CAP �_ � _ A ,, i ;� \. IV A, I'- ENO .THP, '/�L­/D­ SR-F DRB.uKq CRW To SCREW AS I _,_ - T�� SR?!��OAIID LEE -t'.1/6' SO-1 ' (1) 1� � I - - OR DRIMPBrit SC EW At*=$ THE ei;�ibm M "T, BOTTOM W-BAn A, EACH PRE-FITROMED HOUS A' EVER1 DETAIL a ..QE DO­RON. Usi; 0 i Y, 20"I/li, , , F-Ma SCREW AT .� MIN PRE-PUNCliED NOLE LOCATIONS MARK 11, EAARCIE, PF Ii.0400A I Q,tibE No. D/.IE19 - ___1 -1 .... ­­___._­._.1_1_­1____ --.�-----���---,------------��--�- _­­ 13 CA "S'TADILF To' cil.�M U-BAR DIED 'NIZORAL RID RKrUPF "'KHM TO . WITH ME (8) PRE -PUNCHED _-PUNCHED .GUES IN mr-rov ��, E-D�� , - , I - / HOLES EACH END FACING UPWARD ARD ATTACH HINU END CA" AT .1P4)v-­.1/8 . I - 0$"( ­ - -, It) ,/.­­­/ff* _. I�REWC_ __IE 1 - _;rm- IrEv GNE�N. cani'tox CH EWs T;� . T "�J­ -T �__ - �i P_ZLAA__A Q Q� RC,LrIR WOE ""�Acimnar � To - 1.1-11NONE, KCIEN N TRIP OF U-W MTH,g�,1/4-14� M,W /&� F'IT, SC - HEIDE � 6W OVER, lini RID ART / IF (8i�Fir-WJN�.E HOLES ZAO�T- ENG 0 ISE NOUIE � V 0 EMS IiZINS. - - , SING UPWARD AND AT ADTF T.Hl END Ii ALIGNMEVENSIR'Ott Eii ,C� Z CAP AT EACH TAD REM V,) 1�­1417/a` SEL. Dalli C VIT"It MEWS 15 GA. LIONGE ATTACHED _ " _ _ �� i E_ AB P_1EB O­ 10, Ri I, , D", 59"EM, 5,k- Wnsi (1) 1/1 _1`.B/S� , ,R.EV,F R,N�. (r, 0 I , , " ,� .. , t - SECTON, BE AFTAQ�Elc ,�RLJ END QAi` AT EACILir �____ IMIO, ARE 2� AFfACLFT1) - : . I I, _-, - - . V, CNB W­ (') ,/.-,.,/B- Mu GRELING CRI.RITt Scift. WCAIED ON, ME ILD170fir IIANGE O' Mi, 1-HAN , �_�F ., _�L- TO CLEARANCI MOORE. TO Flf " L GCBBHeS AT 'Ili' ENDS OF T�N 2' NitroN $1-INr Gl ROULER WIN , , L Lc�: l - ,_ %II-, ALL D� -.ARS SHALL, BE , �­-­­z D_E.ikL.B � IST­ ON 5ECTIONS INSGR -. �NSTALUNG ROI_ER Sol AND OF FOCIRE ON THE I-SARS, .1 ATTAQLlCNT NOTES DIN Ti.lS 3n7rT 1. CA i ­Ac.� � --i - -PLACE � -'AN OVIR // INTEGRA, ii; k1W �I:ACH ­11 (a) ,/.--,/.. ..... ... S."IF, � '-' _ , __�_-�, - ___- ,;_ . _,___;��`7 / =_ - W I& -TOlIS/8 &M" �1/4 nVvIn't (?. or " 0, I cM ARE F-ORY " C Fill _:., v � . . 1 - 'is T 41" PRE-PUNCHEVP .0i AT I .1 MI ATTACHED, I .1 WH­ B'GLAELE Ell. AREL �TUX BNGTALUEG INTO ? - - I 7- EACH NTERMSIDATE HINGE LOCAtON i! !HRU FIANCE TOO W, AND I IF �Nc I , ,_,I_ . A, ED ANCli IS omn , ..... NST-ALLED 2�� i,o, � - . -1. - - .­% . ;S-i iw- _W AND 807 OF U CM HINGE LEAR ANID I MIRU 'ONCH 1 ­1 PRE - IONGLIM TGoT , - . . NED OF C-SUR AND N u-'AN1 arreGRAL RIB OF SECTOR) DETAL C I ' CA BOTTOM PRAOLET -ACTOPRI .TTACEM WILL' I ,7� :,) ,1,­.1T T,AiPTIT! $CAFWF­ /' , " = C, I I OWN 11LIA" 11 11 N ,&,.�INTO GELAR $Glni CA ___ I __i4i�__ 1 - � IN ,-I AND IT".C1. DIRD ENTI �Al - I 1� ", 0, Ar AT EA,fin END RIB, (1) 1/4-1417/8' SeF D i CRIMPIETE SCREW 45 l-- - SHOWN AND USE (1) 1/4-14,7/8- Sf.Lr . . __ - ORILLIJID0 CRWILIL� SIRE. ACROSE, NIE HOT . OF - 807,01i -BAR AT EACH FIRL-OTIC ED HCOE Ai Eloll QLT&L Q UDCAT`DN. ImI-& (1) I/A-ZOAS/e, CWI q­-�' nL!r,IEW A' ALL Gl`ER 'RE-POIRTHED Nci LOCAI-S. AIMN ,. NAIROM, PL F!oi IJQ�NSF NO, 57,-as ____ S. DESCRIPTION Madels, 51-�019100, 5.14019400, and G60(" doors are sectional overhead garage Wore ,risL�;4a-.ed�vith,gfo3med�.nplaocpc,IV,jreth.3r,efc�ain. Thcfo,,)rr,im,ilatio-nischr-m.icallv . conded to an exterior steel skin and an interior polyanninata skin (Model 9600 has an' liner ot gaivanEzied arid poll ited 32 c gage Steel skit I Vital an embossed wood grain lextuie finis,�)toprov�deacomp,o,6itese-.t:orifvarJ&,dstrengt�iofth�,garayedwr ThEroxtaricif -tepi TE! . , ,! sk,n ILI crInstri-iot Ti of 30 gage, A,'.;TM A551.00 CS Type R stenel with an ASTIM A525 G�40 gal,anized coatinig andtwo cii polye,tei paint Tneextenor Steel skin for Modals 512019100 and 9600 is embossed with a conterincOrary wc,od grain texture finish Of a cohrHal, rancir. OF Vertical -raised panel wood orain lexture finish The exterior steel skin ILI I Nlo&--i I. ',! 401D40O i�i e I I nbc5sed, w it I, d '11" di rcce�secf, pat is-', iliuod ,j fa I 1; extuir,I fini,ir, arid may oe, overlaid vidin octiona! decorative (finn Dieces, Each pinch resistant section .is �,-,ir,�fc,�"ced,�iitr.�:ntegraI foam filled horizontal strots at the too ancl botlorn for dddo,u liguity ct4j cc! It ected toje�htfr w1th 18 gagE, low profile pir cli nabli it cerer hnf lye$ and 15 gage low profile pinch resistant end hinges. Models 51,21,1191 00 doors widhopt;on evie assemblies irsteci inTaole 1 of this report are limited to a n-Taximum section height of 21'and are ..reinforced With 1. 11" deep 20 gage end inEirs MiDdele 5100,10'00, 5140/c,40), ?no G50C, doors wltn option code assenTirdire$ listed in Table - 2 of this rep,077 ale mfed to 'i MaXIMILLET section height of 24 arid are rcirOorced with 1 4 deep, 20 gage end caps k),,opis 51,10fq,400 and 9600 docistA,tri Option code assemblies listed in Tahle 3 of this report afe in-Istedto a maximon-I sec�lcn heigl-tt of 2"' arid are reinforced vrith 1.4" deep, 20 t gage end car*� Door Tracks - F he option code assernolle, Insea in I ables I " aric 3 ot trns report have both horizontal I T gage, 40 ks4 Steel arid finsred with an ASTfA At25 ,340 ga iva nzed coati rig ,he vertical tratil<se,eattachlacito the Supporting Structure wr�n I,- 9 - - most recent rinanUfaCtUrers - anj vertical tracks construi of mininnum 16 , age lamb brackets as specifitio on In n5lGidatien instructicinai'drivvirigs. Glazed Sections Linles, rl otinerwisc the or,ion �ode assamidlieR listed in Tables '!. 2, Frio 3 oi� thin, report aie available with , a minernum of 0,090 inch th k Standard SSB glass,,,Irdcv,is that 0 are in, I itf,,f,�lialese�,�iortc,,fttiecJ(Dor� The , stal�EIJ in flames ani n,erted Ili the top or inte qlazing �s' not Impact resistant arid does riot rifeet the require.'rents 'or witic-bome debris regForts, Refer if-, the most recenr manufacturer's Installation instructions/draintrIgs for glass si?e li'tritahons PRO, -, o' I %`,M,­Dif(.n , , . W�Ilww MR min 31,95 AMISON 0MVE ($80) 47ir-gasO NtiACOLA. r.ORIDA 2i?51 SECTION, DOORS ,a) 31. X CK, I L S, 11-9. ITIM OVER GRAL Nos AS '01 ODORS (i) SECT .DT Ili 3'. 2C GA, -D Be - HARD LEKIATEII DIED INTEGRAL RIPS AS B.- -_ i. ALL OLLEARS, SHALL BE PLACID OvER INTEGRAL RIBS AND ATTA04ED Thai EfS,RUNc"EP HOLES - CRIMPTITE SCIREAS AT EACI *Tri (2) �/4-14e/g MIERMLDIA-rE "i LOCATION Iz) 1/4-107/r SELF DIMUNG CRAGI SCREWS AT EACH ENO CAP ("DEPT SOON W-RARIS ON 80NOM SECION - aE Cali RETAIL, D AND D Trial Slii . q, stateis As 11 gly 1=14111,/111�.M. , END OF DOOR AND =02tAts HUGE LOCATTON. ANiD (1, I/­,,AR/Er- carIMPITE: scifire APPROAMATOLY Bv Fl FARI-I EEBD� THERE TE�kl BE A TOTA' V ;�SCKV_5 77ACHNG EACH U-BAR "MP`r U-MARS ON Borrow M"EC, &,f,uL ­Lt A I— � (To) ScOtORB EAcM I Wi n I ExCei�, 0I If.[ (B) IRSI-PLI.Cralt, I HOLES IN AFFACEM If: TOP OF EACH END �S&D 'OR ENT, OF THZ POULIOT SUMS AND ME (6) R_ - PLIN FO ILOUTS IN ME .MTON OF FACI IN. Uaao AND 'FOR I ATTACHMENT OF ,Is -TOP FDFF4PE ", I.(FZS -07-0 ITMIETHASIF ON 1,RS WRI�Rm oPARNE, ALL. Par-PORCHil -as IN ILL U-BARS DIN I BE AWACHEIS TO ME DOOR WIN I /,F-1,5/8, CRIMP-TrE SCREWS. A n U-4­ CIAIL, IRE, STAMPED '�' APPIRBOHMATTI a' PRIW EACH END VQDELS 51,20/9100 � -1-1 jl� LA- ____ ­­­� DRAWIN-, rAR7 ,10� . ININCLOAD SPECI.�ICATON OPTION CODE 0228 � I 318958 (4) IrtV,IGN DONS Wrol is) Ir, 'D GA, SO in, U-MRS LOCATED OVER HTMHUN. Res AS VOW!, - iL_AA&1W11A1d9E8_1i"'0 ,sr I 1. All .-S.RG SRAT� BE I- ­ INTEGRAL I NTs5 AND ­AC?iZO TNW 'RE-LI.CHIED IMIL, T � I *I (2) 11--la" CRIMPTITE S __ , DROPS AT EACH i . � N7RICcEA7, .16PE ICQATIDN. "� %/1-14.1/a- � SELF I DRALuNG CEMPTIE SCREWS AT EACH END W I i I ! (C.(X,_ . BOTH ,_S.n 0. Do .194 BUD,,- - SEE I i : NTAX 5 AND 0 5HIS S�Lfl), (2) 1/4-14xF/K I I Callai, SCREWS APPROMMATEL i K�.FA I . I I M Of GOORIXV AT, Wili HINGE _OCATI, lit : AR (') 1/, .B"sr -.,1;7, L APIR.AgATULY lir FROM F.AC71 R' r'S `*1QR DOOR ' ! I I 1- � 0 ; WICIS GREATER --�A,r 12'-D', THERE BO4U_ SE A I -BAR I I.- 1 TOTAL OF cr,)� SCREBIS ATTAIDi EMCGI U EIBE EP SOM U-BARS Ofir BOTIOM SECTRON MAIL. HAVE 4 TOTTAII OF IS) MRIEWS FAC-1 FOR DOOR I I I I I WID" LESS THANI OR EQUAL M 12'-O', FORRE � I I I I S,li RE A TOTAL .1 (I.) S-_ A-- IT EACH Ui i MIN J-BAAS OR EIOTTECLL� 1, : STOTION N1111, NAIE A TOTAL 01 (11) 901TINIS I I 1 � ii I 2 . - ME rE.UspION T THE ( !I. I �DJRS IN -HE TOP I ,a "i IM I tl END SED FOR �__ , 11;­_ I ATTACHMENT (IF PlIF REin-ER SURM AND ITIF (6) Z T'rOR HE �l I D IDIFT TOF AT7,JNnHU,11 OF THE TOP F­ -IJICHE HOLES IN THE BOTTEDU OF ExCH END AND JAUSE NOTED DTH'RWRRE ON MIS . I S'Ec"ICITC, DRARtri AEL PRE-PLNICREP n�o,DS I IN ALL U-BARS �AU. K ATTACKED TO THE DOOR � .TR 1/­4.5118' calk"ITE SCROWS. 7 � - 3 ; 5� 20 CA U-BARZ SHALL HE 31ANIPED "34' r �� I : APPROXIMATELY 81 rew FACR END i� I. - I �000 SliPaRROPOSED ION FIRISSURE I.- . � - I I _L IDE'sIGH tpsr)� �_I.fF � 1TEST (PSF),___ _ �2Z.95/,25.50 __jMA,X HEIQ�`O _ 8 � -O' __JURAWN i 3/5�'06_ "IT WCACT/c,o�,M RATED (YES/ 40 SECIVE, `jlTrI 2' - CHE M�D ,f/s/ac - It= � .1 0 I I -1 - MODELS 5120/91O �SHEET - 2 OF 2 - �1195 AOEASI ,RivF I - I- - -- -- -- M'W,��, "PT Wo. 1 'i . ,oN � NIACI j WINDLOAD SOECIFlCA71ON OPFION CODE 0229 318959 LP4 (&S ___ _ . I Ail Option --ocle assemblies Icsted in Tables 1, 2 and 3 of this report are braced on.he ' Inside ofthie doors wrInthrceirl horizontal sp,anninci U-[:�-r.� Each U-par is made of eittTer I 8 gage of 201 gage ASTM A.653-00 Steel With a Drinlit"Jin Yield Streni Of 60 KS; arid arO finished with an AESTIO A,52� mininnum G 40 galvanized coating, Thc --ago 311d qUall"Ity ,_of IJ-bar bracQs varies depeni on the amount of vvi-icloac: resistance I quired and the r eiii of the door , 1 In 'n addition in Three Inch - I 7nntal spannIrKj U,bars, some: of the. option code assarl .,is .,sted in TaUeb 1 and 2 of hIs report are IfIfacedwith vertical alurninum posts Trade up of 0 1215inct-Ithick G(r6"S71 6 aluminum allay The poE;t is atelescopirig postassembly The nijeT member outside diarreter Is I iin: vy4op. x 4 001 long The Inner rinember culside ' dianfAer L, 1 47' Wide K 9.72' b,19. rx INSTALLATION All olotion code assemblies listed in this report are to bems,called in accordance "AIfth. t1he incilst recent manufacturer's punlis,'hed installation instructions/drawflngs and this raport TILernoet recent nanufaCtUrer's installation instructionsidra,lvirgs shall be shotly adhered I to and a Lop of these, instructionsl(kawnfigis Shall be, ravailglole at alltirrie,� On trie job site cuTingutisfrafliaticirl 7. ALLOWABLE TRANSVERSE WIND LOADS Des-gri wine load piesuunes for garage doors strall be cletcdmiraenJl LET accofdance with section 1609 of the 2,204 �lorrca Building Code and shall not exceecl the allowalbe transverse wind loads shown. j, the folloWL)g 'a bles Table 1: Models 6120/9100 Allowable Transverse Wind Loads (21" Maximum Section Height) "rid 0 Maximum Size Specification I Height Option Code Width = PSIF Negative Design PSF I �Eurrforcernent Glazing Available I (Yeslfito) 021-8 9�.,l 1 6�-O­ 26.go 30.80 3". 20 qaa�LU.b:ij,s Y- ____ - - -C234 ,,)--6�7-3-o� 43 20 4960 _ ��11, I 1 8 gage Ul _ I - - I i 6.0 1 0221.9 11-1 I 15,30 17 Oo 1 S", 20 gage U-baoii 1 11�cls - __12�111_ I I 6�(Y' j- R - ), __ w% -----! __ I E.,VL __ I I�-0'1 25 �Kl �)a 80 - � �-% 18 U,Clo I Litram I -y-_.- No 1 - 5-0, __.,�q�_,�2 � �-.--�-,-.I-t�g'-,�L---�.,��,,,��-�--,-,,� 02153 15�(yl ! � -01, 1240 1$ t4 13 iq-l�i-�-�-1-�1-1-�,---���l,�,17LLI.�.-.-..-----,---.,.�.,�,.- 'i�' 70 ., 3 22 I'D , 1 3". I 8 gage U-ms - 1 Yes e$ Y". F 5236 16�0`1 I S' -0" 9 10 2O0 33 50 K 20 gQg! U Ta"..'i . - t;a,s , (1) 1 _ - _T_ , 170 8 0 " [�� � 3920 1 - 1 No ____� _ ___ i I i FRLQ " ol I Wao._I)111,�n - I iiiii7­­ - ,-- --- - ­ ____ ____ I SNOR, 01A7EO .W., ORION - ABC- --- -_ - --------" lel ifDuDEB rau. SS3 GLA.N. ;I! FRAME, En H SCARIMED ,MrMak M A ."i OF � 11 G. HOIII ANGLE -,, Ili SCREAKI MIAILUED INT TOP OR -Tft (Ani OR - Gon.-IMIATIF SEE WEIOU DECORATW inni ra"IFORM STATC I3 GA ILI' ANSIX -\ DESIGN PBE OWN IN -,'$ DMWINO, OL.71NO S-A-Ir HAGE A 4AXII ROORT 01 18 CA .1. 'Brais-, ISIS' AND A MAA.VM UDNGM OF !"5* CIA2ING I$ N T 14PACT RESISTANT AND �6rG IRACe NOT MEET ME REGURCHRITS FOR 5/a5,O-5/Bi WING _RORN �. RECIENS. UM3 SCREW (MIN 3 2 , - - NV AS Sto-) AVAI`��Nc,G`WMN TZ�XISN10=N"000c 3L " � OR WOW DOOR STOP NAIED A 1/il­20.9/16' �.'A --, MAXIMON, OT 61 .1 ..I, G - TOP " Dor, AND 1/`,_�O 1%7� AND RO�� ENDS OF PANELS ,R,RME, 7/"a, WT AT E&Ck a -I AMB -0 MEET NEGATit PRESEBRE& PRAi I-OCA'DON ", iGI LCKX IRAE X1 I. O'CRATOR FIFQU;K.� .1 CA MIN VERT -� �.ACK . !l. SECTON WAU K CONSTROCIDO WITH FOAMED IN FlAcr PCEYLIRcritimiE roAR ENSIJLAAON OlEMICALY OWED TO 30 CA MANUNI FACER STEEL AND A FOETYLAMINATE D/161,1 ,5/0' LIG -, B CKER, END CAP TO LAIs. A NONNIUM 1,10 DEPTH. SCREW AT EiNDN - .RACBET 6 THE DESIGN OF ME SUPPORHING S""C"DRAL Eui 5HALL Or Ti i-ar"'T or ME RROFESSoi " R ION THE W,LDINI; OR 51ruCTURE 440 IN ACCORDANCE WITH CURRENT BUILDING __/ 15 GA STIFFENED ,`AMO BRACCE'S C its ION LNE LOADS Us�. ON 11IS Ile-i SEE "F.DULE FEW soMi LOCATION, 7, DOOR LIMIT TO K M VIA 24 ANT TYPE STRUCTURAL CONDE Lr�&ER. REFER TO -a CONNECTRON SEPILITIVER, FOR A-01MENT TO SUIPORT1.11 s"AuclUNE. BEY LOOK OR WOE LOOK __� 5 I-OUVELL OPTION - .M' MINIMUM -In E_ (NOT "" .M WEIR, OPERATOR N_U NON, LOUVERS IN MILMO FRAMFI - SEE .0,%2. EITEE SCRIHMED TOGIC R (6) XBO. S THE "T, A LaRri Ce WI, - rALULD IN INE END L'iMILLS WOO. WIN FOR, C-Ill," OF Til BOTTERN SECTION. NUM (A) ai - V" SHOWN. SEE at I 2 FOR U 'BAR LOCATIONS FOR (5) SECTION DOORS AND Sur ,Qrk I ON TNRL Sni FOR OLArl". OP110.11 JAMB B RACKE SCH ULE Dom NO. or ' pl,ACII�FTS Of DRUMD'Isrs - URED FROM -= HEIGNI SECT, "" ,, tAO11 �D) W TRACi (kV DIMENSIONS � ;') ?'-I, `�, _�l -, L�1(11_111�1��?)-_Iao, (je-I .",,�� ) 2- ('n_'). is- I.), ,,G, (,ll W-Cir 2NI, (19-1). 1-/i, (G). Sa- ('s, I ), .' (0). 7S' 1-1) _ - III (jB­ ) FOLLOWING DIMENSION DENOTES SLOTTED ibiliff EPACKILI ATTACHED TO IN-' WIM, !/A­?GNlI/Rl- MACK MT AND BUT � 5INARNN IBM, �aj,l_IEQU. NP, Q IN U RoLrX riBBIAR01ON DENOTES QUICK INSTALL 4,AMS BRACKET INSTAULE, 40 �MHIONAL HARDWARE NEEDED 10 AYLACII TO TRAO. .A BID I., Tsi Models 612019100, 6140/WO, and 9600 Allowable Transverse Wind Loads (24" Maximum Section Height) WICHHEI Maximum Size ftsitive Negative Glazing Specification Design I Design I Available I Option COCID, PSF PSF R ifforcement ,I. (YeOli 0600 2690 3080 3'. 120 Diane U-bars 1 Yes E,c.. 41 on :: �a'!__,____ 3��r 'ge _t,ar, �_K � NO " _._��i__21��L_i tWiW . _�,__ 16.-17, I 0� ­ _�io -I �5 , , I " 1700 ­1L____ -------- 3', 20 gage, I 1-bars - ___ 1 Yes ­__ 0601 _W,6�_ _,__.__i6,-0�, . 161-01, I PI-01 ­ .,.---. ,­-� 23 0-D _____� ,'�q 210 1 00 __ 1 13". 18 gaqL, U-Irars , , __ � ...... __,____ � ------- _1­______ - , , Bno ,� ,or$ t ri l Aluminum � . � Yes - ­­­., Post I NO 0605 I 18,101, i 81-01 I 5 30 1 17.00 OP,18 ­oU,b;STs 1 Yes 0616 la 0" I �­o­ 30 QO 1 13.50 3V. -21,� Dagis U bars , �1� AlLonFor Post 140 1 ,M`_ 18,�C,, 1 ii�-Q, -1 -920 1 43.70 I 3". IS gage ULbars , III Aluminum Porat NO I I Table 3: Models 540/9400 and 9600 Allowable Transverse Wind Loads (21" Maximum Section Height) Win o Speqlfication maximum size "Bit've i90 'T to"' I D Sig IT sin. lq,---�;"-",��,�. - ationt Code Width Height P Zff Reinforcement 0,1307 Iti 0" I F, �, 7�7-�PAPF, _ I I cS L S - .3" 18 gage U-L,.,s , � ; 'e, - - X06 ­­ I 11 -in, _ � _ _ ___ 1 - 3�', 1 8 gage 1-1-bars I ,_ 8L SUBSTANTIATING DATA Test Rep,irt Number E"(�-05-976-17575 I In accf,irdancerifil Af14S1FL)A,1,MA -108-20012 by E-C Laboratories 2W buell Road, RocheSer, N,Y. lnstaft�ton drawings and fisttil � Instructions NAve beer, proilded t,y Wayric-Dalon C:rporation for cach Option cocer assembly;Isted in Tables 1, 2 and 3 of this report 0, CODE REFERENCES Flanda BUitcling Q�de ?r1,Qd. Edit,on Section I "'09 Wind toads Sectorl 1714 5 31 ANSVDASMA 108 1 0. REPORT SUMMARY lipicir, -ovIc,,,, of the cata, submitted bir Vlla�tte Dalton. It is my opinion that the moccis -as I - -,Ecl in this nepor conform with or are a suitable alternatwe, to the ccoe standaras and cescrit Sections in The Rofica Building Code -1004 edrinn I�sted in section 9 of This report T1,Tce 4 ot '5 k I, ?I, 1)Ift"T _T __ ; �_vESIU."Ib I------ P1 CHANGES TO GENERAL FORNIT 10 CHANGED � Ili CA "0`U$_4%E TOP Pruitt U a. O'CE, . _�.CRAL i � a, -.UNC,CD Fri A-�CNED In - - _ / WIRH , Per � 'R -LNNR>IEO HOLES - - I R1 �, END I - - i. ,HO, I �� 801TOM OF J-HAI BRE AN, ATTAII THR, cla, CAR 11 � 'AT END CAFS AN,' o 17KM RETAINED. . We ,2) 114-OL.518' EACK END WITH i2) 1/4-147/15* - - , _ 1.1'e"T's SONEWS , _ � SELF DRILLINIS CMMPTTE SCREWS :5� __(,) g 1.1-OnD GENTER HINGE _� _ :�.� �-111 A- ,It- LojVFR OPTION, _ . ''t�� �� , �. ...... a CTBU` . oi EATON M171,00 h . I FROM COLCRED PARin ", I 1 �� , nE RNOV PER jaNT Ell (a) MR - REQUIRED Oft KUR WIDTHS GREI7P '�IAI _0`1 P) M." .-BES "Ea, LORI IZ, PEOURED, 04 DOOR MrnNS IM MUN, OR EQUAL �, &­'. SUPERIMPOSED DESIGN PRESSURE TI MAX 11 WIDTH DOOR HEIGHT UNInDR. L EACH LAW (i ni.-O' T;�;:1,6W An' AL7-�­-_Tni1_3T_Hr6_____ �= +a7_2/_-2_M1 ly-01 , ILE _ ".../-'-D 10,_ I - , , !"�, ____ - I STATIC PRESSIRE RAFTHCS APPROVED Sizes rcALL N-TS. !SIZE: A I 7*4VIal � 90/-2680 I � _Pie CESGN (PSF)t +2�. VAX Wi Lif-T I DATIE � NAME � TEST (P-) ,38.85/--43�20 VAX HELGHTI W_c� DRAWN ��' CRT I ; I tk�[) (YT5/i4o`; NO IMAX 54MION HF-IGNT 21* gill Los � o A - - ___ MODELS 5120/9100 _I.IEE�T III or 2 I - _ I 1395 ,NDDRSON DRIVE -_ _ " - i I 04A ART No. I Ri MARK R, HARROW. FIF I . I I � PKNSAMA� n,dRj0A 17514 VYINDLOAD SPECIFICATION OPTION CODE 0230 1 ,- 1 P5 31 P96 , OEUGA LlQENR,t_ NO� I;,',9a I CSSO) 474-9$X I I I FV I _ DLTAI� A -3 . RG_,19T SUDE A7TAC,JO TO ,ii,-,,Ri0Hi HOLES In TOP OF .-EAR, THADE ', INVI Uire _ME. No "M '_ '� ' WII.. I A - 'd-Z 421' O' -5/7' Ve"' So"'S �, LIZ IN SUDE TO FESUK Coes M '� F�I BI;Z'��.U%Etk - N END 1ACH MR. END PROPER AOCIRMIE BOLUDOE, - /� CAR AT EACK tLAT WOB (Z) 11��A.JIW i E I ��, TD GA Nifferis AT i . / ME DRILLING Mol `CREWE Wjk�M E-BAR PLACED OVIN TOF Gon" sl� S,I U. ORLY Wrr� C.) '/+-s WoM (A) ,/�! � 01jilli SCRE ,2 , �, � - BE ATIAIG, ED 'IT'. IND CAP A? EACH __ WRITER ARC FAD UN. "M (;��'­!.,,/Ia* .1 .1,BIG Cal. ,'I � LEBi - ME AITACIfEin - -- , DO I Ti RAROF 11 THE B-160, I ;I* N,E. S,OANGAPO , 4 -I' I I ROLLIFR WOR, 71 Eomi DUE TO .H.,19AACCE5 REWIRED TO INDT, ILL SiNfols AT ME - OF M1 V-5 IRS, AU U IIADS SHALL BE 't-1/ii, GITM DEL" IL THaTAILED OR SOCIT'W IS THICIR I INSTIALURG POLUEN SUIDES AND TOP - !a - IT`RBRE RN Nis U-SARE. - AlACHWERINOIES ON III -,CET *8 . L�N.r .TTACtO - I __� , - *c' Pi.- U-BAR OVER INTEGRAL RID AND AT -1 AC� reM Hij 1/� 20AII/8 -_ � - -.--- - "I ORMI'll z4�Roeri (2, oil A ;:� ��#� - TWEN, (2) 1/4-20.5/8- `,_��__ . Ni WE FACTOR( L � �__,_ CRMPlIr BEFEWS M_ PEF-I'VIRCHED Hi AT A i 3 OF Wi - AD" ' ..", ARE Ni INSOALUB IN70 � 17 ILALB AILINKOTAIE HINCE, LOGAITOR (I 7TRU ?UANM - IFAF AND I OF I '1�" Ail __ � - 114-1 HE -`A-ED - IS Nuo NS`A�ED Z�X5F __:__ OF U-61AIL AND BOTTIQU HaNGE LLAF AND I in. ,_ ,�A ... Mal PRE -,I.-, I'M , _F�f- . �,-__/ WES OF LI-IIAR AND _. -- IN U 'R�� ori B.B O, SoCOUN) _CCTAIL C 12 GA 80 SBACKET II)kCTDR.1 ATTACHED WI - ,,, ,7-� , , IGE/W AM U-BAR,OWR N�EGRAI Be W I ,. / I NUIC. CCMN 0 DUCAR -OOTOq gily scil'ier,_ M+7 , , , __�i, vi, �_____I` - ", -, BRACKET AND .�TACR PLOO -OR, W I rI ,'­A,,'1B­ AT TAq, li I �11)111 RGREW A' SELF DR = ___ ... .- .I USE IT) 1/4-­7/6' S1. - . . - , MILLING CRI."It *CI. .I= ME BOTTOM OF fTB. 001100 Q-RAR Al DETAIL 0 EACi Pee-FUNCRED NUI-E AT EMY HINGE ,00ATIDN, USE (I) 1/ii-20,ii Cx.117 SCREW A, An- OTIR PNE-PANCHRED LOLE LOCATIONS, MARK R. BARROW, PE "Ok". LnK`I,NSE N-1 D/.�Ef 11. LIMITITATIONS Any reference In this report to the manufacturer's 'most recent" information is a dired reference to the most recent information submitted by Wayne -Dalton to the Florida Building 09mmission as part of their Florida Product Approval application for the option code assemblies listed in Tables 1,2, and 3 of this report. This evaivallon report and the most recent installation instructions, when required by the building official, shag be submitted at the time of permit application. The design of the supporting structural elements shall be the responsibility of the professional of record for the building structure and in accordance with current building codes for the loads Histed in Tables 1,2, and 3 of this report. The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in Tables 1, 2 and 3 of this report. The option code assemblies with glazed panel inserts do not meet the Bruited requirements for the wind-borne debris region$. The garage door assemblies listed in Tables 1, 2, and 3 of this report are not approved for use in the 'High velocity Hurricane Zone" as defined in the Florida Building Code� 12. IDENTIFICATION Each Model series covered by this report shall be labeled with the manufacturer's name traderri for field Identification. and/or �_ I � � I I � � Jax ology, Inc. ifieffre . esi P.E. P.E. No. 58544 June 22, .2006 paigif 5 of 5 ,4__ -.-?,f,-gPy waune na-ftn WiEyoe-Daltoa (ii;i BEER. DOORS W11 �Sl 4-. 15 .A. BIG i U-BATES LOCAiUv 0111 INTEGRAL RG,S, As "`� (4) SE , TION ROCHE `R , � ,., ,5 GA. DO irsi't-r-RAIRS 11 LOCATED DVER ROTEGRAIL III AS SHOWN - ill UF0AK_C,lAQ*Eri 1, ALL 0-RARS Sl­ GE PLACED OvLR OTOGGAL RIES ANO IITACN,T li PRI CHFD HOLES WIDTH (2� 1j­.FSj,8- W.MITITS: scaERs AT Ucii NT04?oATF ,i LoCARm (2) 11,Ii-L-A71,r Siri CRIC-ING CRIMPITE �REWS A, E­ END CAP -d d-LiARS GN EOrFOM M7HOL - SEE DETAIR G AND 0 TINS SIU-T), (2) ;/il (EXCEIT BO) DRIWITE �Rrail$ APPROXIMATELY MOWkY OETWUN END OF DOOR AND NTERTIEDIATe HINGE LDC,iifl(el. ADD (1) 1/4-11 `1 �PPROXIMATUY�/oR�C4�A'�FAPTOIHTE,�NSOMLFOR DOOR WI THIS CA?Arre MAN IX-C', "IFFE SHALI DF A TOTAL OF IIKI) e0l A�,ATHIIG EACH U - BAR FICIPP-1 rOTO-9IRS ON BOTTOM Sil"ITT. B-NI, i;A�Ii � 'NOTAL CF ';4) S11i EAI>L_ FQR DOOR A,G. S ur. I. OF Ec'. -,. ,,i'-V, MERN, S,I.11', BE A TOTAL, rr� ILA) 51REIVS Ar..C.I.0 EACH U-BAR F CEPT SCD,, _'-BANDS Ofi BOTTOM SECTION 5VA-7 HAlt A �U7A, OF (11) Sci E­ 2 WT, V CxMPTBON Of - (8) PrIF-PUNCIFE IOLES 11 E -.OR OF EA04. END USED FOR In OR Inz R�;`4,a` Si -0 M� (a) W�T C �TTAU - I E-RUNCHILD 'OLES . THE Eo_1EM` OF EACH ISED FOR TIT E ATT-IMENT OF THE TOP -Rs -0 Q14LESS NOTED GI. RWICE O" IS SP OrIcAnON ORAW-1 At. PRE~PV"ED HOss ;N ALL U-QARS SLAEL BE A7�CHU' 10 THE DOOR WITH i/', 145/0* c-l'"It SCRE� . !a GA U,SARS O-AU RE CIAMPED "IG' "-'.AT- T FICM IADH ENG. MODE! S 5120/9100 _ I SHEET �, OF ,) _j -.-------- T I -_ I DR�-1 FAR, III I REV, ,I , MNIM QAD SPECIFICATION OP 318960 1 '10N CODE C230 P,5 I I a % a N ENGINEERING, LLC Amf P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 81 3.645.9698 www.danscoenginee�ng.com CA 25948 I CD Ln imCD li Z �. , i I 2 -) V ,:A V) 1-1 4 . ,_q �', 0 . M 0 > a, %Q _j CD iiD < Co ILID 'T M I Z a- ULI M rill 2: j�e DO J� � < 0 _j 00 I 1-- = I M cl� to _4 < r i 00 Z U) Z U.j E �., M i �_ _j . LUZ Z C) (:) ILD Mj �_ �_ LIJ (-) U-i ZD r o L/) I 0 < W > 0 Uj W V) 0- < 0 - co < 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 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 ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, U-C AND THE CLIENT ON THIS PROJECT. ANYREPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION - VERSION NO. SHEET TITLE: WAYNE DALTON GARAGE DOORS SHEET INFORMATION: JOB NO.: MATC ICCI i i r) A f)7 Cie) CN * 0 Z 0 _j :D 00 - M N C) N I IN LO I C) M T_ 1141 - I 0 R�P�n pr�par,,� r"'. I _ic I�P'.]', (tri-te,ick ETI SENU�,O) - 9,22 2005 11 32;04 A�0 i ,��Ne, ivvr�d fon lrii.io SpioLm, (Imm,kETL SLmKC) ,in 9122'2005 1 1!29:29 A.A Rev-1 nrer-ed for: I mle Sprol-ijntertck EFL SLINIKO) on 9.21-17(W I I:1,?A4 ANI I������� ��� 11 .. I I . � - _M39MM i : I ; ., = I ! I � I Z IMS"Wa =�Ms� i 11 �, � I : � � : AUTHORIZATION TO MARK I AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the Product Covered � described. below herein when rnade in accordance with the authorized Listing Report, including I 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 wilren made in accordance with the authorized Listing Report, including I Manufacturing/Machining Specifications, and under conditions set forth in the Certification � described below herein when made in accordance with the authorized Listing Report, including I ; Agreement and Listing Report, including Man ufacturing/Machining Specifications. This I Manufacturing/Machining Specifications, and under conditions set forth in the Certification Manufacturing/Machining Specifications, and under conditions set forth in the Certification authorization also applies to the Multiple Listee model(s) identified on the correlation page of Agreement and Listing Report. including Manufacturing/Machining Specifications. This Agreement and Listing Report, including Manufacturing/Machining Specifications, This the Listing Report. authorization also applies to the Multiple Listee model(s) identified on the correlation page of � authorization also applies to the Multiple Ustee model(s) identified on the correlation page of Client Number: 3531 5 Report Number; 16742-1A, 18, 1CJD� 1E, 1F. IG and � the Listing Report. the Listing Report. I Client Number, 36315 Report Number: 16742-2A, 28 and 2C Client Number: 35315 Report Number 16742-3A, 38, 3C and 3D 1 H I � � Evaluation Center: Elmendorf, TX 78112 1 Evaluation Center: Elmendorf. TX 78112 Evaluation Center: Elmendorf, TX 78112 1 ApplicantlBasic Listee: Florida Extruders International, Inc. ! ApplicantfBasic ListDe: Florida Extruders International, Inc. ApplicantfBasic Listee: Florida Extruders International, Inc. 1 2540 Jewett lane 2540 Jewett lane 2540 Jewett lane I Sanford, FIL 32771 : Sanford, FL 32771 Sanford, FIL 32771 1 i Contact: Name. Robert Arnoruso Phone: 407-323-3300 : Contact: Name: Robert Amorusc, Phone: 407-323-3300 Contact: Name: Robert Amoruso Phone: 407-323-3300 i I Product Covered: Milestone Single Hung Window I Product Covered: Milestone Horizontal Roller Window Product Covered: Milestone Fixed Window I TesUng Standards: AAMA / NWWDA 1 011I.S.2-97 SBCCI SSTD 12-97 ANSI / I Testing Standards: AAMA I NWWDA 101/i.S,2-97 SBCCI SSTD 12-97 ANSI I i Testing Standards: AAMA / NWWDA 10111,8.2-97 SECCI SSTE) 12-97 ANSI / AAMA / NWWDA I 01 MS 2-97 State of Florida Product I AAMA / NWWDA I OVIS 2-97 State of Florida Product AAMA / NWWDA 101118 2-97 State of Florida Product Approval Rule 913-72 1 Approval Rule 9B-72 Approval Rule 98-72 1 This document is the property of Intertelk Testing Services and is not transferable. Only the ; This document is the property of Intertek Testing Services and is not transferable. Only the � This document is the property of Intertek Testing Services and is not transferable. Only the i Applicant may reproduce this document. The Certification Mark(s) may be applied only at the � Applicant may reproduce this document, The Certification Mat*(s) may be applied only at the � Applicant may reproduce this document. The Certification Mark(s) may be applied only at the i above noted location of the Party Authorized to Apply the Mark(s). I above noted, location of the Party Authorized to Apply the Mark(s). � above noted locabon of the Party Authorized to Apply the Mark(s). I I - . - I , . I I'll, I I � . - i I . 1 ilillilli�i_ ,_ - :� - . . I I : I 11 I I - - I - I .11, - : - , , : ... 11 11� "I � 1:1 "_.. I im ,. � Z'_ I I � 11 11 .. � This document supersedes ail previous Authorizations to Mark for the noted Report Number. I This document supersedes all previous Authorizations to Mark for the noted Report Number, : This document supersedes all previous Authorizations to Mark for the noted Report Number. � I I i � I ! Ir . . � . � � I AlaidilarlitodO .,� � 49- 1 . A111011411111111 a -_ A&C i - ­­ I Ir _ owmauhmomr.orormom M~ I , . r ftwilLahmaiI,10aniNiallon-Wringer, — . � I � � - � � owbgr 1110,40F, I.I.- in atr ks, W. 10� "� � Aullikariiiiiiiiifft _ 44� . amulsk vot"I tah"PN cordmadian hilimaw � 60=1 .,V= .4 11! ,. ., AM I I I Florida i.mr,di,r, lra�jrarlimal. lr�.! 12632; R,I­S�i,22 2005 l0;05_k.N1 peig� I ,,f2 I I . I � � . General Notes Drawing for Milestone Series 1000, 1600, 2000 and 3000 Non -impact Resistant Aluminum Window and M _r� - Patio Sliding Glass Door Installation Details �- R" A, S: �, F� 9 These notes are provided to ensure proper installation of Florida Extruders Milestone Non -Impact Resistant Aluminum Fenestration .5 .6 �, 6 4 f 11� . - Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. I$ ,_ - 4LQ4VAqL&= WSOM m9alcullio 1) SHIMMNG� 4) VJCKING� a. RANGE "E WINDOWS - Shin? as flWaked at each laStiulatloafestemer With Wd & One tpl(lx) wood buddrg: later" shim. The M101hraiiii allowntia Adna 6" to 00 1/4'� Ir. FrN FRAME WINDOWS - $ban W MqWlied at each installation fastener With ioad bearing 1. Applies to 9 ren,strucharaI bucks lass than I 112" italdiness. Not Intended tD Shlift. The Maidnailirl aNOWWe an" Aad� 0 be It4', APM a bead OfVt**M 116 limit to nominal one by wood buck only. adheow? sealart or approved equal at the fineu,ner location Prior to ine" Vie taun to 3wire ft lam W the Ootioldrialia aricti-w-do. ft� Fall bearing bebwean the shim, 9. One by Wood Wd*g 00 tea secured to the sulastrate (masonry, concrete or substrate and window ftme - requirad. structural wood building or firar" using feavers suillable for the wialkation L in the cisk writhe the nahking cipticin Is analiklinec! with lamed windlins, ghlint can 1- if" wo4woorKwwokoom "W9499 Prescel"Altalling be Inuted to the wilitkar, spa=wtw�wood am Feclured, It is not W"NAM forthatudifte"Stailba"cakied. imoorail� that the sh" W 0 0= Z I the lanxiludspedfic Installatich, *ewing does Prescribe, faiteraing c. SLIDING GLASS DDORS-Shina asiredgired attach installation fasbenerriath klial bear" requiramentisfix the biddrig, lasterang must only be suffiJeatto shim The hilaidmium allowable shim saidi be be V4'. Wad bearing Oft at Oil mult be , mailintain Position oil the budft during window Installation. phem". rreateral Wood � plardic arld east be cimplenePy enlapsuated in werant cir so a. kista*,bL*OworOes4npvienkmlofreoxdmw$POM 4'. (banned. mathocl to secure one by wood bucling to substrate to Witalle, Z) SFWNG ft-rWilell FERESTRaiTTON MMICT AND SuasTRATE & Son SEW SEALW isee Windom instalwilon. Disclainneir Slaternent ab�Y. b. Two by (2K) wood budding or finarriiing; a. GENERAL -SEALANT TYPE (not applicable whan a specific brand or tylle is required) L Scallart type "it lac chosen blued on the sealant morea4durtrIs 1, Ajokii to all structural wood bArs aradjor framing at the haid, jamb or 0 recommenda" as it relates W nobeitAs to De sealed, erearoamenull coadillons equal 0 old gnaft Man I Ur llaidiness, and intended ,rse-, il, They " be securely fastieded bD transfer the lamd to the haasionry, conarm or odair straAwal **O"W per =1 Iraq Sacticla JM7,4A 2W FK-W% b. WINDOWS - FLANGE FRAME Section 1717.S.4 anif 2004 FBIC-lialslilentlat, Section IROMandfor the onvinlear L Adhesll�.S-M-REQUIRW of reocrifs details as applicable, 1, U VWI,tmlls.dh-*its�mmtofapwvf.oeq,wbetwt�.ww4ows �*�v*�bng,.w4ve,c4mta..Vteso(cKob,ws"ioxqtTudio.) t)L��� 4" Full [tallith Of 34 2, Applid.ton af %Aarn 116adfinsain sealantalrapproved equal arim -* wft "albra, monalia,dwer's reccenwridirularre 5) All Installation laManion; must be made oftwasion resistant mutilates or tam acerrosion IL Sealant RECOMMENDED (see DisclManer) resisolt cielting app,110 quit" fbr at avircnanent mWor framinIt material, Where fesbaw 1, Use "aland balairw -ladew Range at head arid j"tm are used in prissilrevviservistive VW40 wixid, the wood sintler shall be c$Ww for 2. Ust s6alant for perlimeter sera around aftew of flange, window roccimmendpition of faterwars; competilaile with, the presaxv,praserval0inne treatment Prod= used munift Ila end V seat heads of IrdRiallillion Withers. 6) AN W supprod holes in it* filarial (if required) will he as blows. � WINDOWS- FIN FRAME & SiWdonaltaribral"wood-Uppinglichnne. Adhe*m Seal - NOT REQ1,11RED ti,� N16i' In dimaeller lor all #101 wood or *OV screws ilrid NIV diameber ionerake ,L L Sealant-REMMMENDED(seaDoicaaffier) $Cie.$, I' U�se"*b��k4wb4*wftw*eattw!adsifland)amb& c No.29stmdrObitforO.131'gw*dWANDW,s, 2 Lise**atitWperOrKterftolomr,4c*wiw.f%wWwl,Ov. cl. No, 33 Out drill bit for 0.11r shar* diameter nak niounsing fin and W star heads of Installation NOtharlers. d, S-IDING GLASS DOM 7) Cancrelie screws Q;Or aloctment to masonly or aximale substrata) L Adhe*m Star - NOT REWRED it Mechanlaitty Rinatened Corners - REQUIRED a. SW be *W head mom otherwile Indcated- 1. SkflrqGl�"D.mm,.V.di.'Kr.d*d4)v.,.eeDndtion*gh- T it un naminal diarrieter of 311V unim o1herwise nolled. b. Shall haw Jwr* arid 0 o"ens aWed w1h a -all jc&A stern sealani. :m c. Shelf hole minimiun orribedinecr of I %. #0 the ouncrelo, masonry or concrete bbod, 111. Sealeni-REO)MMINDED(stallisdamer) or masonry urft (04)) reoelft the point unless otherwise noted, I - 11� sealant behind dw flange at head & jm,ft 4M behind! he* ship. d. Shall ham an allioielable worling load in shear as no* on thei Varis UW on the proiluct . Lberally ap* iliialark .Ader 0 or at Oil in bed of w.t -acrom Sol spedfic wwagotion OOY*.-;. between book conner a 011 rhsw and cancrete. Seal all flaskiner hates prior to instaloV nistbrier W around heall aflba, installaborl. L Worldrig bad is defined as the ulbrinato load determined by beat ilivided by 4 as 3. Use slipara, for pininiew seliall woural entediur of doex and tw~ hook dift"ned ead publisheil by lhe concrete screws manullclainver ." 0, back for p." calors and W wal heada of Jostallartior, lastenem 1. 7 the allow" sheser i0ect eareedn the above minftaaum� required nurnbar of 3) MATERIALS: Witieners shainin, on de Inslallation drawings CANOltn' be decreased a. If ft allowable shim bid is less bw the abeve ffirearsan, additional 9W a, Windoli and Olding glass door frame, material Is Aluminum Alley 6M T6. aniiineoring analysis meating the bdicling code aid accept" tD the Auftrity b. Qin,cneR, Screws shag Meet it* maninnerm requirernem of Here 7 Havrag x1risdiction WO) WILL. BE newratt. c Wood Scraws shall enter the requinament; of Nobi 8. e. concrate screws" bedfouffidentlaingth so that the minimum enaliblernwitinto the d. Tappiry (Le., Sheet Mecal) Savv4 whan used In ku of WoW Screws " mW tne neceft" subsow (Member realk" I* point) is NaK `q-raerits of Ndt. 6. f. Minimin Edge Distonea of concrete sorter fasteners Volt lie 2 W I from the edge of " e. Nos shall meet the requirements of Note 9 slibsbartae for a 3116* fthreter cancrelie screw. f. Candalwe ReWstanar, Condrap for aniallatien flinbeinars, anial meet the nalunament; of Nol. 5. ii, Concrete blacir a concrete masonry units (CMU) OW meet the requirements of ASTM (IM). h. Concrete " -led the aninirrian re**.rwft of the Florda 30cling Code (duniriiini comianisO. so.np af 2500 pal), , a,� jz 'a , � I! a i ; I I - M DISCLAIMER The purpose of this installation drawing is to ,; I . N V - I . present the manufacturer's recommendations � � , for anchorage [i.e., concrete screws, wood screws, tapping screws, nails and Vulkem Structural Adhesive (or other approved E 12 equal)] to achieve the design pressure j§ gg specified on the fenestration product as . 1 �z t $1 required by the 2001 Florida Building Code - 0 � ig -V 428 - cag (FBC), Section 1707.4.4, 2004 FBC-Builcling, $action 1714.5.4 and the 2004 f. rt g -.9 1 s - �A - P FBC-Residentlaf, Section R613.6. , i� N -2 . Recommendations regarding fleshing, Ceti - = 16 . sealing, sealants or otherjoint sealant Z .51 I practices does not constilute a warranty either expressed or implied. - . 9 �T 1� I � 2 V ID ; NOTE ON PIE SEALING N Original drawings with two sheets (pages) "z ,a � � - are reproduced on one shoot front and back, ,� ,�� 6 i I � When reproduced this way, they are sealed R 2 0ai W on the first (front) sheet only. In response to 9 i � Robert Amoruso's inquiry to the Florida 11 , - ; I S I : Board of Professional Engineers, the FBPE I at heir meeting on June 20, 2002 responded �Tj � that in such circumstances, it is acceptable , " - ��F. k for the sealing PE to only sign, date and Seal M I I _� ,_ �_, the front sheet of the drawing when printed on the front and back. This was documented IR"'N" � . , , by letter to Robert Amonuso .... -Y I,, Date: 11/14106 2002 from the Office of the Attorney General, Scale. NIS State of Florida, Drawn By, RJA I Chadood by; JH Robot 3. Arniankso, P.r;. FL License No, 49752 . ALMS& 11. ........ ........ , , .11 t , % i , if 4 .. I filt'... ­'.. a ', 0 0 . -�. � 4 , .1.4-1 Drawing No. F 201007 Sheet I 1 of 2 1 General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non-lImpact Resistant Aluminum Window and . � - Patio Sliding Glass Door Installation Details pl� � _-4 � E; Ce & g 9 i, A 8) Waad Screm,and Tapinalip (shlietMetili l5a" (fartrattillation,ofialhalow or door frame In wood bud 11) The Milestone Series 1000, 1.500, 200 arid M Non-larpact Resistiont Aluminum Winclow and framing 1! 1 � I � or substrate) Ratio Sliding Gm Doom Installaton Instructions; comply with the folowing: a, 2001 FBC, chapter 17 Sections; 1707,4.4.1 for anchoring requirements, 1707A.42 for ,% , � - . a. wow sm� & r apping, scr�-*a be*FW head when used With flange frame wirdinys, masmy, concrete or other structural substrates aid 1707.4,4.3 fbr wood or approved i ? .88 b. Wood Screws SiTalViliVScrairshall be'larl'bilealwhorialiWinibiliftlyame winows. framing members. 1_ Wood savil" Ifireet ANSI 511146,1 . � 8 IS �- 1A - shat thmensional "alokal"anK b. 2004 FlIC-aulkling, Clualptair 17 Sections 1714.5.4.1 for andhoring requirements, � A d. Tapoki screws "I raw ANSI 0U.4 Orniansional re-remantsi 1714.5.4.2 for rnallonry, concrete or other structural sultsbabas and 1714,5.4.3 for weed all I w. 1 a. . DWrmWan$embaftmtoaoi�OiKO6�,*Wto*fn"wm*a". or approvecl franning members. , � m ?. if w..6,boadistosA phe-bon, beleal", Ititivinsirlb—Dexilin Salecificalloia - — , , _ c. Z004 FOC-Residentiol, Olaptia, 0 Sections 4116A for anchoring requireinteltS, R60A2 :2 R � car"OKOe"), for masonry, ioncrete or other structurat substarrates, am R1513.6.3 for wood or approverl L No-sniq0screw-1/8,4wrowpilottlola. a r, franaing mearalblim 1. No,10�-�scew-0/641di4wt0p&*�* W , �vfsuiflic firtlier so tral minamunn thft 9. Wooi(ScreftaTappingScrawthelli-b- It, 9W dnaent 12) Mileiame Series IWO, 1500, 2000 and 300D Noin-Impact Resistant Aluminum Windoii" end Raft IAID it* reomft suintrate (mariber recsavlr4 ft palry) tOmet h. Wood screws &L TalatainliSdrawrallinall robe LoW twIlbstan" Into theexill grain of wood Sk" Glass Dom am and labeled . acodclancie with the fialIowing. . �- . E I 1. wood screw it Tappal - . a. Design Pressure (Performance, Rating) tested In acairciance with the following. A ..�,sqm allowable- M" go vatiodralval loaftew to generate permanent Mel Is placed on the home inleating the reclukamente of the folialling. 1 � .1 , �� E ,I fasten" tectullernerb am based oft a specillcgraWy of 0.% ftr sprual~r CSPF; unless L X01 FSC Section 1707.4.2.1, ,b otherwise acted. i. Wood screws w#%stic Inserts fSlafing Om Doo, SillIntitallation ONLY). Factory applied A� 2004 FOC.-Ruilding section 1714.5,�.J, anif , ill. 2004FDC-Ribildan"Sectlo"R813.3.11 � 8 ;'� C5 --i" '�, R -. .- M irist8ilAffad fmgwWhDWindwsIRFIOtumdfbr=Kfd*ar�InOWMwsW be anchored b, Applied Loads one Glazing Wind Load Resistance in accordance with the following. .1th Oil$& the loy"idni "kedraints, L 21DOI FDC Section 2405.3, N _B5 1 § .11 di 5 N 11 1Nc.==r==.=L-1""1 I. sh,*be of a ~. les9th to pnwhin InIa, I b. embedment into the concrete 9 20"FOC-aulkhrigSactlanI714,521, W* 2004 MC-Resiclental Section R613.2 & 11,15133A, and ASTM F1306. Q - i �5 , 1 U A ,l. =14boura tillor vabst belew with allialiable, shear � A rion-piir"nest labal is placed on each fight oil the window in door designating the &.0 � I S . =t. 2A `10=4 74 it* working (LAuhaW4)L lyps and thicknessi of the (its** meow the recallrements of the Following, t i '7' � A. No. a .== .,,- t Bed: 1. 2001 F8C, Section 2403.1, . bil o � I. " billail'sufflIdentleingth copuvade thin- 7181n. embadmentinbD the 11. ZOD4 FOC-Buillfing,Secdon 2403.1, and A z 3: fte or m-ry- N. 2004 FW�Resideiribal, Section R308.1. 1 AW1011shlillbe Ora tyinesillallarV liviseilililicted below wrinallowa0le shear __ * -� � .t� iobagreater thaiavracivalt*�Alllbsuftmate and 6L ft weiciding (-mate-14). 13) Overall Performanice Rating lor ferres"itim aneirnw. a. The ovenall asinambly Performance Fiating shall be based on the lc� offakwing, - . ­ I ­ 1, Test report design pressure based on Me lower of the structural, ak infiltration 5 9 A ,- , �� . �� arid water penebaban tasting in the positive and negabre directions, and � � I-, I I,- I ion reocaided on the lawmanent label andler test report '475 � a I 1 ij� I Ftftdpko*ArA*W PIA"it Plug A. Glass; load resistance from ASTM E-1300 recorded on the non-permainert labal, �k o I , I = b� Glass thiclarless my be greater than the test specimen per the requirements *fASTM S I w- Cr 12,ib ab/ o 9) Nails (for WsOlkilan of Maclon, or cloor "me In vebod h,--.k dr hanning --bobabe) E 0W inj��a irpfi:�;�W�pw i. joi/ ,$.2 A440-05,$Kwn 0.2�2 & 6.2,Z - &� � � � the specifter shall specify a dougair pressure in allow the manuhicturer to gaile a. Na&-shaffeathernWOmumseqt*tn*rAsofd*XodudsoecftkwAlMbmdraww,sfbrde Ira pro" ta meet ancifor exafted the design pressure requirements Of the follooring tharwa,aistits. - Tri projed or the specifier wil Wecify a V.vs typa and thickness thiall meets anall'or . i, shwap Dialmitar M I %14 ;!r! z, 1 I iL HW DAmew exceeds the design pressure requiriawits Df the project 1___T_ � -11 1. Round Head Only for r4mlow Installation. 9. The glass hype and! Wideness specified by the spectiler will not be its$ than that 2. As specified on the product sandfic: Installation drawing for One By Bec" used with the test specimen. Daft; U/14/0's Sl NIS alistallecon, lfapocA*. b. Nab shiall allot ft I cidatinal"I relulkardelitS OfASTH 1`11567, 'StakKierd Specification of 14) The winckinn, shall not be insledled an weas whena the applied trensaninea winill loects il-osial it" Driven Fastakorn t4llIs,$je&eaaad$00la%-' allowatile, design pressund based on 134 aborre. Drawn Ely, PJA c� MiliblisNad In orar,ld thefiallowliag tinallaillarRepar,ts %C-Ek we w"Joalialt.org)) am , chaduld or. jH prewredr fz� wit'Wininiolitumlihanii.arill bew laamebenlaae rhairoulad, 0A arm 15) Urratoddre, of Lis. I mainctiabory. a. The winilows shag be Installed in acontlanoe with the Manufactaiverls installation 1, NER7279, Diawings, a. ESR-1539 tri, Fagrenlar Sine, Type and Spacing am determined by the type ofteciskrurbon parthe RL mallaraineelownerapulliksaactei,awation � Report Manuiecture6 Insdaillietion orawr1w - � 4. Nails SWngtius oiled fer higianaM k4olft joll 9* df wWd. c. The winOms arid patio dom shall " be Innitallad in areas where ft applied arlanwerse .. - allinilable talent and vilibillavAl Weds usafto,gana A.-Ing, requirements are based wind leads vweed the allowable, design pressnine based on Me fallowing (see Note 13). , , � ,, -nalefa -*O,edkowtior'D.Sawigwum,ow#rt"I unlialisaltlbnrwrili�hlrvd, 4 led report 4eW Pressure and/or f. It wow W101ii W so, Pfe-bofe, lot$ as Well (National De*n 4MOAmom W wow u. gLassbadres,Ox-md0w-k*k=ASTMLIIM. Comiffudaah� d. MILESTONE Series ION, ISM, 20DO and 30M Non-laspact Resistant Aluminum 4 O.'111' 414. it* - #46 4WI On fakt,fole. Winitows and Patio Sliding Glass Doors have not been evalildiod for usle in High velocity W, OUWr#W���oWhWsAot0000*q,75%4f"naWsMwieW&smciuired. Hurricane Zones (Proward and Dinle Counties) or jo Windilomia Detail; Regions; as ileffirned In ft 2110% Florida Sukft Cocle, 2004 Florkia Ouliclin$ Codia,10" and 2004 C1 Ewtsbation Asatimbiv Design Fbilslillm ftailiho & 89&gk&2=A"0 Floricla, building Ocide-Rasiden4al and shall not be usivif ir, the WOM e. MAJESTOW Series IOW, IM, 2W and 3000 Nori-Impact Resistant Alunalawn 10) The buyer shooldorwirldowsund Patio 0051,11 thetwillfraiatillow*4 vAdkr uinemorrishaw Windoors arrid Patio Sliding Glass Doors may be used in Wind -Some Debris Regions as 1� � " grithebuilder'sirrifundstinai Milealic," 0-oclocaspladiltdidw, 'fae POO 30460 Coft and ft woes defuled in the 2001 Florida liluilding Code, 2004 Rodda a6ft Coele-Buillf[rill and 21104 I or code llrrrend� aft' k*'t6nad by beat b0i deportrients. To assiurt coolpliance with the -Ravidental that Ne, outsift the High velocity Hurricane zones , ft - , Hlwidla iluildiang Celle v ihe striacturea, itigaireareadOvith re ; ouldling wde, tna bww mak4ulow , , , giv*al postive and negatile (Droward and Dade ruunties) V a Florida Builkling Code approved shuttleir assembly Is I I I I Drawing No. FLEX20100 braldralra; And 4'ress.0ocumialiatimptonricied by "wicia Extrudes, for Its omplom to protect the winciaw or the taiwing Is designed as I'latially, exiceacl in ==no ==W-d-x";;� test ft-wo kviativr diatlyis Sheet 2 of 2 ,"a occordArica with applicable FOC Coft Sodom . - ­1._­_­ --­­.­­.J rk,,id� F,trad- 3rit-ti-.1t 1-.: 12633. li- S.p 2� 2003 10:25ANI Rq,on, prepar,d tor: Frai;ie Sprol.s (Ino,mk F1 1, Sl�,MKO) or 9123,2005 2:24:04 P-4 m. � rMUMM � AUTHORIZATION TO MARK 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 Man ufacturing/Machining Specifications, and under conditions set forth in the Certification Agreement and Listing Report including Manufacturin /Machining Specifications, This authorization also applies to the Multiple Listee mcldel�B) identified on the correlation page of the Listing Report. Client Number: 36315 Report Number: 16742-4A, 4E, 4C, 4D, 4E, 4F & 4G Evaluation Center: Elmendorf, TX 78112 Applicant/Basic Listee: Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact: Name: Robert Amoruslo Phone: 407-323-3300 Product Covered: Milestone Sliding Glass Door (SGD) Testing Standards: ASTIM E1886 (2002) ANSI / AAMA / INWWDA 101tIS 2-97 State of Florida Product Approval Rule 98-72 A$TM E1996 (2002) This document is the property of Intertek Testing Services and is not transferable. 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 App� the Mark(s). ,ii0#11IIIIIIIIIII � ., l! , " , - , iM4 This document supersedes all previous Authorizations to Mark for the noted Report Number. - As or A"r "_ ., 1, ow"Itut-Evoina-111-1111—pir . . "-**';T=4ar�."o*j.a% " =2_114- Page 1 .17,2 Fl.ridia Exrudm [aii-4w,il, Ini,. 1 IZ6341 Re,: qep 23 2005 1:2911M EVALUATION REPORT 1-1------------�""--,-,--,--."----, __ ,�,---,------,---,—�---.-,--=-�,----�—�-.--,---,-"----�-''---- 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, FIL 31277 Report Prepared By: Wayne A. Block, Ph.D., P.E. 548 8 Hwy 27 Minneola, FL 34715 FIL License No. 52583 P.ge [ .f2 ! Evaluation Report No. FE11002 . one By W0001 Seat Between Masonry Opening Buck Others - Wood Buck & Mos'y. l� By Others <Note 4x upenIg By Others a (Note Za & 2.b.0 Seat -Between I — Window Flange . -7 & Wood Buck 1 1/4' Mim -\\ - b, ,s E_,)Icedmert (Note 2.a & 2.lo�0 , , � \\, i I . - �� 1 V4' Max, I ----. __ ­_ __ - - __ _____ � - ! �'k _`�- ---- /1-L1101 __ - Shim Space I---- ___._____________1_ 1L.__4__ -.---"---,.--.-- Stucco J By Others Shim As Req'ci Perimeter (Note 1.0 Y — '-"___� VIEWED FIFROM A , A EXTERIOR 1 I 1 A __ ' I- D - E - __� f - I i -_ B -K B W H, F - �----- - - G DIV - ---- --- - _ 1-114' .1r, . A - (Buck Width) 6N.0men't - PZ I 1p (-.,\ . . One By Wood � ,� W > Buck Uthers ---,, 0 � � - P3 (Note 4.0 _,�, - :2 0U. � a. g ,,i � Vi V t, ; 10 wll _r, -0 - T I '� ShIm As Rvq'cl �& mi�h­ 1W 1� ff � L­*].,� i � I , (Note I-0 Ab�v. I A, 5 Me 9 I . mg V (�)_ RUV, b __ __ ,U V T- I , - I M AI4 k 11 10 . ,c F � 0 r,, 0 0 U. I Seal By Others (Note 2,a & 2.1al) 6 I - FA n7 <Frame I ___� � I Height) I BA I ! (Buck I I [-(:D Het�ht) . 1 H � - :_ __,! , i- 1 ... __j I j , -.1 E L- EVAT 0 N PARTS LIST 1 Head - Flange Frame Concrete Or 2 iM - Flange Frame Mosoniry Opening 3 Tamb - Flange Frame - By Othei­5 . I I _LV - §i - Jim ,!' I 3 :, A�X ati § . L-ti- Seal tween erimeter . . . El 2 l;l . I. � Below � R Windo [a . , '. Seal By I . I ft.-U,io & Wood Bh Others . �"e.. S?.Jkl -� j t_b (Note a.0 & 2, 11) Note 2.a r. . !I 9 - '. P F.. & 2�iaii) "' I , . I — (Frame h) .­ . i I -k I. �g . a 3� Stucco By er­5 Seat Between � i7i 6 t ? It I SECTION 13-0 & Mas'y. Opening By Others & I � E i .-, 2 1 AA . (Note 2,a & 2,b,li) . Perime-er 1 Seat By a Others interior 1 "'A, (Note 2,a ­FlnIsh "No & 2.i�.11) I By O-Thersil Lt2o 11, --,---- ' r­��' I / i ,, . � , V I 'r Iq 17 . 17 4 Tiii7RO - Sash V � , = 5 Jamb - Sash Concrete Or , �!i 6 T4��irrn Blai I 19 . Masonry Opening 11 i - By Others .5 i 7 C4airlmll - Sao We (8) and (C) 1-3/8 % Ji I 8 3/16' Cha Flat Head Concrete Screw j�i, ,�, : It - Min, Em' > * , with minimum working kl� in shaar . 2X4, 2X6, 2XS W000l Buck 1 13 r .: 12�n ;��, 11 I I u` -_ By Others (Nnie 4.b, L and S 11 180 Its at 1 114" embedment. See Note t . __­� i W -7 1 , , N . 14 10 . I 19 (1) on Sheet 2 & Note 7 on Drawing FLEX20100- I � I n 151 L�� E&V 2 (OPTIONAL) (Note 4.c.11.2 & M> 1, - Big - V ,� � , . - , lu ,q ,, 'I I . , . , IQ 1�7 Iq , % I ,� I . , , lu , lu 1q 1� %, Iq IQ ,l` 9 #10 Flats Head Wood or Tapping $crew with a minimurn embedment of 1-3/8' into 'Structure I Two By Buck or Frarnlng� See Note (L) on Sheet 2 and '_ t �� � , ,;4 - � � � d .;. " * I , Seat between window ­�Prvrast SlIt by others._j I flangR & precast silt Configurations may vary, w/Vutkem 116 adhesiv seQkant or approvecle equdL, Note 8 on Drawing FLEX20100, 10 #8 Flat Headl Wood or TaRping Screw with a mirilmom embadmorit of 6181 into the 'Cine By Wood Buck'. See CTIDN A -A (ALTERNATE) Shown. Also DOW 3/42f07 applicoble to Spction H-6 for instailation with tw Scalin NTS Drawn Wr PJA by with or wZo one by wogd bWcks. Ch ell, M (Note Zlo.]) NONE (K) on Sheet 2 arid Note 8 on Robert J. Amanw, NL GENERAL NOTES Orawnq FLEX20100 DISCLATMER: The purpose of this Fl, License No. 49752 (I to 16) See General Notes Drawing FLEX20100, Sheet I & 2- installation drawing is to Resent the (A) Milestone Series 1000 Single Hung Aluminum Window is shown. Aim applicable to Milisslone Series 1500 and 2000 Single Hung Aluminum Windows, manufacturers recarrialenclations; lbr anchorage [i.e., 00hon0le screws, wood *Zj 4AIlil , '­, * (0) Drinving applicable to Non -impact Resistant ghv,O windows. ,.­1 -1. "" * screws, tapping screws and Vulkern .. ,IW .,V. ' , , , , "' '�� I. ` (G) Production Glazing coy differfrom that tested as allowed by ANSVAAMA/NWWDA 101/1.S. �, IDI/LS� 2/NAFS or AAKAjWDMAtCSA 101A�S� 2/A440 and applicable Bvilding Code, Sale Now 12 Struotural AdidesivT (or otherepproved "', 4� , 11.1%.'. arid 13 on Drawing FLFX 20100 for further details. equal) as applicable) be achieve the clesign , - I ., - I I - (D) For Fastener Location & Quantities see Sheet 2 of this drawing, See Note (H) regarding deviations, pressure specified on the feriestnaDon 1 4 � 0 � (E) 0ancrete screw e0g,ir clarlance measured from edge of concretalmasonryribiack to centertne of coacrate screw must meet or "ceed 2 V4*. Wnimum size anc embedirrent per Parts LnW, See product as required by Lim 2001S,orida - . - Note (H) regarding devations. Building Code (1`59, Salton 1797 4.4, 2004 �.. % (F) Wood screw edge dislance measured from edge 01 wood lo caribelfine of wood or tapping screw must meet or exoW I A, Minimum sure and embedment per Parts Lat. See Note (H) regarding FIBC-Builifing, Section 171-4.5,4 and the 2004 4:* deviatione. FOC-Residential, Section R613.6, . �0_' _ _N 0449, (G� Not used. Recommendations regarding flashing, -%0',"A III*" .- seelinig, sealants or other)Dffx sealanit N`* � ....... tl* ("I Any cleviatoon less than the mininnuna requirements stated must be approved by the manufacturer or engineered by�olhei`Design f1rateemnonalln a=rdaKe*A the applicable Building Gods practices, does not constitute a warrearty and Product Approval, either exoressec! or "Plied- Drawing No. FLEX11110 . I Sheet I of 2 I I FASTENER LOCATION TABLE (see Elevation View) Size Code Buck Concrete Screw Location Width Height Head Jambs 12 18 118 25 A. C D, E, F. G, H, 1 13 18 1/8 37 318 A, C D, E. F, G, H, 1 - 14 18 1/8 49 5/8 A, C D, E. F. G. H, 1 145 18 118 55 1/4 A, C D, E, F, Q H, 1 15 18 1/8 62 A, C D, E, F, G, H, I ___ 1-8 1/8 71 A, C DI E� F, G, H, 1, J, K ____L6_ 17 18 im 83 A, C D, E, F, G, H, 1, J, K ...... _ _I tLZ_.__.____ 1H3 _ Z�__I��_ 25 112 _ 25 - _�T'3�6_ A, C __A,'_d­_ - D, E, F, G, _' H, I - __'_­_157�j�� 6", H, I 1 F14 25 112 49 5/8 A, C _ 0, E , F, G, H, I 1 H45 25 1)2 55 1/4 A, C D� E, F, G, H, I 11­15 . 25 1/2 62 A� C D, E, F, G, H, I 11­16 25 112 71 A, C D, E, F, G, H, 1, J, K 1H7 25 112 83 A, C D� E� F, G, H, 1, J, K 3H2 29 V2 25 A, C � D, E, F, G, H, I 31­13 29 1/2 37 3Y8 A, C D, E, F, G, H, I 3H4 A, C D, E, F. G, H, I 31-145 . 29 112 55 1/4 A, C I 0, E, F. G, H, I 31­15 29 1 f2 62 A, C D, E, F, G, H2 I ____�!1___._ 3H7 ___9L_Y2 � 29 1/2 - 71 ___ 83 __ A, C A, C - _D, E, F�, 0, H, 1, J, K__ D. E, F, 0, H, 1, J, K 22 36 25 A, C D, E. F, G, H, 1 __ 23 36 37 3/8 A, C D, E, F, G, H, I _,__,__?�_____j�______, 245 _ 36 49 518 - ___ 1 55 1/4 A, C -----,-- A� C D, E, F, G, Ht I ___________,___.__.___ I D, E, F� G, H, I 25 36 62 A, C - D, E, , G, H, T 26 36 71 A, C D, E, F, G, H� 1, J� K 27 _ 36 83 A, C D, E, F, G, H, I, J, K 482 47 25 A, 8, C D, E, lc� G, H, I . 483 - 47 37 3/8 A, B. C D, E, F, G, H, 1 484 47 49 5/8 A, 8, C 0, E, F, G� H, 1 - 4845 47 1 55 114 A, B, C D, E, F. G, H, 1 485 47 62 A, 8, C 0, E, F, G, H, 1 486 47 71 A, B, 0 D, E, F, G, H, 1, J, K 487 - 47 83 A, B. C D� E, F, G, R 1. J, K 32 52 1/8 25 A, B, C D, E, F� G, H, 1 33 62 1/8 37 3/8 A. B, C O� E, F, G, H, I 34 . 52 118 49 518 . A, B, C , D, E, F. G, H, I --.,. . 345 ­__­1_­j�11__._­ ... 11 52 118 - _._��i­i4l 55 1/4 ­_62 ------ - A, B, C __ ­ ­_Kj, C-'--"'�.'D,.'E.'F','G,-H,��t'-.�-.- - 1), E-1--iz, G, H, I --- -- ---- - - 36 52 1 A 71 A, 8, C D, E, F, G, H, 1, J, K 37 ( 8, C D, E, F, G, H. 1, J, K _____ Notes 1) Only applicable to Series 2DOO. � FASTENER INSTALLATION INSTRUCTIONS - FLE(21110 . A. I �� I 3/16" DIA. CONCRETE SCREW WIT" NON-STRUCTURAL ONE BY W400D BUCK, � �� I (1) Where window Is installed in an opening with a non-structiral one by WOW buck for the head arx1jambs and masonry orconcrete Z M 19 i A � 1 ;5 sill, installation is as follows. a - V - At the head and jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of I AM' I 2 16 Into masonry or concretes. See "Parts UW' on Sheet 1 of this drawing for concrete Screw size, embedment and load I � � -?- requirements. See FLEX20100, NOW 7 for additional concrete screw requirements. I F� 12 1 - At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20100 for the full length of to P .0 R , the sit. 15P (3) See fastener location table this sheet for concrete screw locations arid any additional Installation requ"ments. 1A. 1 (K) Any remining fadory applied installation lashwier hale in the head at location "B" not used for concrete qcrew installation per the - § ra5terler location table shall be filled with a *8 wood =am of suffident lengit1h to provide min. 5/8'embedment Into wood buck. See 'Parts Usti' on Sheet I of this drawfing for wood Screw size and embedment requiremenM See REGO100, Note 8 for additional wood R OL ?.- screw requirements. #10 WOOD SCREW WM STRUCTURAL TWO BY WOW BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A -sill . 7 ,4 1 � -b f ALTERNATE ILLUSTRATES THIS OMON, SU41LAR FOR SECTION B-8); W § t M 11: 0-1 -8 (L) Where window 15 installed in an opening with a struchsrall two by wood buck for the head and jambs and a masonry or roncrete Inswilation is � 3 ,5 ,� I Sill, as flollows� - At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/6' min. embedment into the two by wood b S 2 I C - I buck See "Parts Liff on Sheet I of this drawing for wood screw size and embedment. See R-EX20100, Note 8 for additional i E it P - -1 wood screw requirements. F So � a At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 fbr the full terip of I A 1 the Sit. (M) If a two by and one by wood buck are used together (See Section A -A Alternate, Similar for Section B-B), then #10 wood screws of sufficient length to achieve 1-3/81' min. embedment into the two by wood buck will be used and the one by wood buck will W I I secured to the two by wood buck as required in Note 4.a.lil on drawing FLEX20100. (N) #10 wood screws shall be Installed at all factory applied Installation fastener hole locations. I I I I I (0) Wood screws shall not be used to faslti� assembly into the end grain of wood. I � a I E DESIGN PRESSURE RATING & FOC CODE COMPLIANCE It It �0 M I 'v1'1V'VE_`,_) FROV EXTERIOR DI I (P) If exact window size is not listed In fastener Installation table, use fasteneir (FASTENER LOCATIONS) quantity listed for next laqlar size, 0 I I Ff 91 I Pit I - 6 . � - T1 (9) Installations cle"d in these Instructions acceptable for design pressumes — F,W. -7 to 70 PSF for the window Wes shown In the table. Design Pressures (D.P.) are and negative. Overall window assembly design Pressure may be less FA Data; 3102/07 positive 8 C than that shown In the fastener location table and Shall be determined In 5.1. NIS Dream Dir: RIA 1___:___�� --- accordance With Note 13 of FLEX20100. =t chedues Wr. IN D ---' - I E (R) Producton Glazing may differ from that tested asalloyved by ANSI/AAMAINWWDA 101/1.5. 2, 1011I.S. 2/NAFS or AAMAIWDMA/CSA 101,1I.S. 2IA440 and applicable Building Code, See Note 12 and 13 on Drawing R-EX // 20100 for further details, j --- --- K (S) Two by wood buck and/or framing at the head and jambs to be Securely � fastened to transfer the bad to the masonry� concrete or other structural I .H, F — --- G substrate per the FBC and the engineer of recorcrs details as applicable. (T) See FLEX20100, Notes 10 to 15 for additional FOC Code Compliance, / I , i / - I Drawing No, FLEX21110 ELEVATION I 1 Sheet 2 of 2 Report No. FE11002 Revision 2 4L V%E A, ..- I I—- 0 ", June 28, 2006 �V��\.. , N O;f., , , . , t * . $ S Z V I I : ,�, I - 3 TV r T ;a, � � 0 . 1, Z I 11 - t I 1'e ill, ­. ll!.. ".,.* , " L 0* �, .I. �,� ........ ­­"' - ------ _______ ___ - I - i. —FRAME VIDTH (F.W.) t/4' MAK 15 — I— 11 MIN. EMBEDMENT - — Centertine of r - . (Wood Sc,ew) BUCK WIDTH (B.W.) SHIM SPACE A " - I Fastener I - ,'t� TWO JY WOOD 3�" Ref. . , -, SEAL- BETWEEN SHEATHING I TWO By WOOD SHIM AS REO'l), BY OTHERS I --.- E! .- 8 WINDOW FIN & BY OTHERS BY OTHERS (Note 13o) t ,� q , P SHEATHING I (Note 4.b) I ,0 I (Note 4 b) m ,�, ,4 11 -� (Note e,o � 2.c.11) I -11M AS REQ'D� 5 1 1 a 11��, � �, Si , � . I (:D-- �(�� I 1i 9 a : �., (Note I-1a) I' MIN. EMBEDMENT I t -9 (WQQcl Screw) 1 -9 i5 ,- STUCCO ­ '__1 / -_ -7 I DETAIL A 2 1 i8 BY OTHERS ____ __­ - � - ' I I .r I - 1 57 1 - ( i i _� 1/4' MAX i (D .L \ \_ SH ILL r ,, SHIM SPACE BY OTHERS / Area on "" )� RIMETER / A7HING T L'A .cl,, PC SEAL SEAL BETWEEN Attachment ent Fin 0 _q 49 J __, F) _-) , � - I BY OTHERS WINDOW FIN as g g � Zb (Note 2'a & 2cJl) "'_� PERIME I R & SHEATHING �' C 3 1 9 8 9 -g F , j i S L <Note 2.a. & 2,c,fl) W000 Screw or Nail Head must be �j § 0 I � ,_ ,_ % BY OTH S n full ..ntuic,t .ith Attachr-ni Fin, - Lp I _ STUCCO BY OTkEPS Centerline of fastener shall be - � I iNote ?.(x & . _;I) approximately 9/32' from edge of 9 9 j ; " � .V a i� I SECTION B-B Attachment Fin. 9 3 - GENERAL NOTES 'd �Qi , B , v, -g � (I to 15) See General Notes Drawing FLEX20100, 1 a, 2 Sheet 1 8i - DISCLAIMER: Tiv � a tm� -.a- ­ft 1� . �_ ft j A 1% ­f.t..� _,.,O.�_ fe, -i..w 1-I w,,dr! � wwnil � PARTS LIST , — (A) Milestone Series 1000 "is Hung Aluminum "'15"I""'s"'a"a"'ne". (- -I- wp� ORW - -diked"i'l W I i 6 Z § Wridow is shown. Also applicable to lillilasione Series a0.­undWQ1W_1 qwMed m tl* iwiislaarx,e PW,4 ,ie r-ndl by I Hired - FinFranne 1 0 1500 and 2000 Single Hung Aluminum Windows. 1b. 2arl, ZZ ""'s o"' (FOCI Secann 1707 44,20M RC-Widiaq, So;t- 2 Silt - Fin Frome Z 0 171�5.��tho2W4FK-RoOdW�.$OWwR6]3.�. rle­nff� - ­­ , , 11 - r"�,di�g',Oi.,g,-'��-6,,4..OwA*9--tp,.i.-.ix 3 Tama - Fin Frame Buc HEWHT (B,H.) I glazed Windows, 1W.Ma a -nw "an, .wasolal . "0100. 4 Lift Rail - Sash I I (C) Prodluctim Qlazing my differ "in that lasted 5 dii�;;'- Sash 11 allowed by AINSLAAM"WWOA 10111,S. 2, 101/115 FASTENER ]INSTALLATION IMMUCTIONS- FLEX21120 6 GlazIng, Boad - i I A, 2NAFS or AAMAlWDMA/GSA 1011I.S. 2A,440 and 7 Glavrig - See Note (B) and (C) I- - (D-__ I applicable Building Oode, See Note 12 and 13 on 09 WOOD scavirs; //l\ 8 98 Pan Head Wood or Tapping Screw ,1 i . I Drawing FLEX 201 00 for further details. (K) See sheet 2 for #8 Wood! Screw installation faiOner chert, 'L W1 Ith a minimum embedment of I' into 11 I I(D) For Fasann,er Quantities and Spacing see Sheet 2 (L) #8 Wood Screw must be of suffident, length to achieve minimum tie structural wood substrate. See Note &5� of this dm*irvg- See Nou, (H) regarding deviations, emitedmanit of I" IM the two by wood framing. (K) & Detail A on this drawing and Note I k as (E) Wood screw and nag withdrawal values used to (M) See Detail "A� for appralimate location of the wood So ew on the 4.b & 6 on Drawing FLE)MI00. M l� i� � generate Ine, fastening requirements are based on attachment fin, 9 Round Head eformed n I ail ;� .--I 2 Sprucia�Prne--Fur with a Specilto GraOty at 0.% See (N) Wood screws shall riot be used to fasten assembly imiD am grain of .. anininnurn 0.1 I 3" di -star (1 I GA) 6 -1-1 Note (H) reigalrdirig deviations. wood. a'd na.mmum araba4ment of 1-718" into - . PERIMETER 1�1� (F) Wood or tapping screw edge distancemessured - SEAL NAUS: the structural wood substrate. See Note Date., 312110106 BY 07HERS INTF RIOR from edge of wood to ciantentlne of wood or tapping Al (01 and Detail A on We drawing and $Cale: NIS CNote 2,a & P. c1i) R FINISH 13Y screw must meet orearceed 11. Miramumilizeand (0) Nails shall meet the following requirements: Notes 4.b & 9 on Drawing FLEX201 00. Drawn BY: R1A OTHERS embrinurent per Paris List. See Note (H) regarding I Candied By: _1H cleyabowl. - 0.10" dameWr or greater, .Sufficient length to actaeve minimum embedment of 1 7/8" into the two by wood framing Robert I Amonliso, P'E. I 'I" . � (0) Nall edge distance measured fmrr� edge of wood (generally, rual 2 316" length or greater sherIl meet this requirement), and rL U-se No. 49752 . . I �� - I - to centearins ofnall must meetoreirceed 9116"or 5 l,helicel (screw) or annular (ring) shank style only. :.,� ____ Van" Shank Diameter, Whichever is �arg� Minimum (P) Manufacturer's nails meeting dwse requirements are (but not limited to) the fbilowing; I OAKS * .1.. size and embedment par Parts List, See Note (H) * Pasiode deformed shank nail, No, 404947, 404537, 65011t and 650148- '.14GI, ........ 111110 '% T�)_ ! regarding deviations. * Duro-Fast deltrrmed drank nail Nc. 325, 1 . S � 4, ---- (H) Any deviation loss than the minimum (Q) Spacing of nails shall be! . __ I , -4" from each carrier of the head, sill and jambs, and STUC�O __--' � requiriarriants. stated must be approved by the .evenly spaced between comer firsteners and riot exceeding the following O.C. spacing BY OTHE.�S M� man0act,xo'oferon�re0by'othe,"Des�gn -o.c. spacing hor thejambs &8'0.c. spacing for the hew& sill at,51 PSFtD 70 PSF, or I . a . Profassiona' in accordance with the applImble a) 6 ! SEAL BETWEEN L BYOTHERS Builiding Code and Product Approval. b) 7" o.c. spacing for ftj?trnbs & 9" o.c. spacing for the heau & sill at 56 PSF to 60 PSF, or - __ !1-1 11 , WINDOW .77�14 111A HIN Q 7"o.c. spacing for thejambs & 11" o.c. spacing for the head iisff at 51 PSF to 55 PSF, or ... � ;ooll & SHFATHiN�G BY OT ER - (Note 4�W (1) All field supplied holes in the fram (I required) *11 d) 8"a.c spacang far the jambs & 13"o,c, spinning for the head & silt to 50 PSF. ;�,--;eo �--, (Note L. & Er=A) --I 1-1 be a116'ln dianniaterfor#8 wood screws or the shank ,,,,, I diameter of this nail muncled up to the next standard "Im Detail �A" for approximate location of the nail on the attachment fin, ........., , SECTION A ---- A V MIN. EMBEDMENT designator, drill bit ske, (-) Nall shall not be -red to fasten assembly into end grain of wood, (Wood Screw) (J) Wood Sa&ws and Nails §tjN L �NOT be mixed to trawling No. FLEX21120 F fasten Ole earral assembly. Sheet I of 2 1 I 1 Ng. � Wood and ToPR.ing 5crtw Fgsi,en2r Loggition Tgbl!�s S.O.. 1000 & ism I �..dfty I E. Ural ffl- of ��d & St R r!�c,) Inva,11.11.. E�V. __jidih ie 118 _2LI 4 2 4 11-1 A ,� 2 .--��l�L.,�--i-l-,---�--�,-�-.-��--,--------,�-- 36 4 M_ - __ _..____2_ --- _', 2 41- A __ ___ Y_ 47 1 ­ - - ---- ---- -------- ___ ye� ____1____ f 1 ,a 'Is 4 . Y. I � Wight et L I L2 L3 I Fla 1-11lift. owe. 14 VS 21118 1 3 71;5 2 _LS_ 37 " '�4_54__ __L14 I la -7,Z_ _2�4_ 1. ___�,;__ it 118 -2iW _E_ ­W'�,_T_ _Ti,_,i__- i ---';-----' 55 114 1 1r, "'a ISM 1 7" ' 62 1 Ir 7 SIE7 -11 ,,��7 se "i __i_-- 71's 1 71 114 lo'Na 1 41 tYa 67 1A 3 7fe I 83 1 ir n 310 63 Na N im 3718 1 Width Ehift G,lialdi-.1 Wild & $111 broaM.) jeenit".. Oils. 23 V2 . . - - 2 V V2 4 - 2 il i12 4 - - - - --- - 2 35 V2 I 1. -i— _2�!S_ 43 iri __ !_ I _ ------- _n!l,____,_____. Y.. __ ..... _L___ t 0 V2. � ". — I ___ - i4ljht T - Et I L2 L3 I Eb I Inliolla"'it vwg� - 27 1!2 - 1112 ­ML Na 1 15a,& nsiii 3 7fl) 1 2 W 112 1 �* ., 19 V$ 3', && 3 71a F_ _Z — 112 Na 23 �JS N D8 S 713 _2 __S1r2 _� "I 2_ -;a_S78_ 1 _i72?_ al 112 _1 , 'r, _�!G_ N. _7 --a _W - _Z7 s _a��__ a7e - _­­�­__­ 2 - 59112 1 Ir ­556-18 - 3 7fS - 2 71112 i 1.1 ­ �78 37's , I-__- 8 795,18 3718 . Fastene, Location Tuble Notes� /,'\ F777777 simi-2000 7— 0-wity - I wilft EhIr. Cleda,11- 0 H..d & Slif (ir.d.e) 1.011.,..!�M 15110 4- - . "I zo 112 4 . 2 ------ ii— "2 I ­­­­ 30 ___ � ­ ------- 4 - 11_­_____��____ --"-. W ___ 2 - - --------- ___ - 2 41 4 — Y - I __ 47 __ - 4 _____ ----- _._____. Y. ___ ______ I M Ila _ 4 Y_ I "M et Ll L.2 I 0 Fb I 25 1 '. 14 jt2 20 10 4 142 1 � 37 31a __ .- -7---- W 8�iF - � . �__ � . - - ji��l �� 2B 112 33 _�5_­_'_'_Z_1 4 1,2 F�_ � --'---- -i- ____ 56 114 2 a. 29 IRL 51- 4 112 2 52 2 - 16 n V2 67 1M 4 M __ - 1 71 2 26 41 IQ 66 ir2 � lr� 1 �3 2 26 _ S V2 70112 - 14 I - Wilda Sh I ft C.-O.. a Wild & Sill rra*ni�a Imaxil.don D%,% 73 i.,2 4 . 1 27 1� 4 - 31 lr� ,i - wia 'i 1. 2 _2�Ai_ <i v7 _t,_ 4 __,_______,___XR! - - ------ __ Y. ___ I ___77 I _�, � Y� 14.4gra Et - -'F1-7-L2-­T- L3-- —E-11- 1 rhoftfl.v. 0.9. 27 1r2 2 nf. I is Tra I 23 � 112 2 . 3� 12 Z `111 ,g "2 �i ,112 2 431,2 2 11. 23 U2 39 4 V2 __ 2 -, ,�,_!�,_, 61 ir, __i_ 2 --- 'j. ­�`.- 26 V2 -7Fi-,;, 43 -Z-_ ,, V2 __4 i-T-_ 2 ,--"-"- � ---- ---- - 59112 2 W. 31 itz 65 � M 711,2 26 43112 67 * W _____Z_ I __! 4V2 __ - I - DESIGN PRESSURE RATING All FOC CODE COMPLIANCE (3) if exact window size is riot Buck L F'o.m. in fastener location Centerflne W: idth Alisted table, use fastener locations Of HeQa listed for next larger size. Eh I Eh Et IT) Installations depacted in these i i instructions acceptable for f i Adesign pressures to 70 PSF for ft window sizes shown 'tl 7' // in the table. Design I , ____j L2 Pressures (D-P.) am positive I Buck & I and negative. Overall Frame I i window assembly design HeIgnt � c ll pressure may be less than I 70 PSF and shall be I Eb / determined in accordance i i with Note 13 of FLEX20100. - t � - i (U) Production Glazing may differ I from that tested as allowed E5___Tj_____`1_�Es it - ___1 -11 -_ by ANSIIAAMAINWWOA 1011I.S. Centerflne Of Slit ___-- ��� A 2, 2/NAFS ZL1011I.S. or AAMANVDMA/C-SA Window Size Aonlicabliltv 101/1,S. 2JA440 and >36' to 52-1/8' Wide at Head & Silt applicable Building Code. >59-1/2' to 83-1/2' High at Jombs See Note 12 arid 13 on Drawing FLEX 20100 for Buck & further details. Fr"e M Structural two by mad buck andlior framing at the head, Ividth ; sill and iambs to be secur" Eh E h E t fastened to transfer the load I i to the wood structural --I I substrate per the FBC and I /11 the engineer of record's , /I I details as applicable. L2 M See FLEX201 00, Notes 1 0 to 1 Buck 8.1 1 15 for additional FBC, Code Frame 1 compliance. Height' � ---i 1) All dlmens;ons shown taken from the buck width or height of the window frame. 2) Bo5ed on the Milestone SeHes No, and size of the window to be installed, enter the correct toble above to delermine the locatons of the No. 8 Wood or Tapping Screws bosed on either Installation No. I or No. 2 illusZrotions at rigrit.' The opplicable installation illustration is noted in the table. 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance :5 + / -- I"- 4) An instollotion fastener is only required ot the centerline of the head and sill when ind:coted in the table as "yes". If "no", on installation fasterner is not required at the centerline of the heod Gnd sill. 5) This tGbIe is NOT applicable to the nailing option, See Note,ii 0, P, Q, and R for nail inStalicition locotions and spacing. I A � j E I i / _ — ,� _� A INSTALLTION No� ,,I \ �Llnd.QA Size Applicabillt to 36' Wide at H..d & SRI to 59-1/2' Won at Jo,mbs 9- ' - - � I i--� R s. � I ,% g �,- I! %�-jg .1 .8 4i , I 19, ,& A ' ��E � V,; i �- . I 10 ;: i .0 A � � i P ; � L3 � I I -82 I j - r= , .d 2 . 0 i5 � - � 3: , � E . I a. * �� t . e �E 0,; , § I Z = , � r � 2 � ', T 9 i: o, Z g -E ,% . ;, . us i I E I 2 9 - i H 1� 1-3 DaW. 11110106 scale. NTS Drawn Sr. RIA Choduad Dr. TH I Drawing No. FLEX21120 Sheet: 2 of 2 REORk RMWO in U M an DANSCO RE 0 Em -0 ,ff Mail ENGINEERING,LLC 319288111W P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 8 1 3.645.9698 www.danscoengineedng.com CA 25948 a CD C) In 0� LU Z t.- -n CD <r-A �-j In ,jr U) r-I �-, 6 '� M M 0 > kD CD kD -1 < CO %D V- CL M I Z uj r4 M �� X Ce 00 V-7 Z < 0 -j o" P X: It A Nr_� 13� P So --i < C1 00 Lit) Z E Z LLJ fu LU 3r I­- W _j . Z CZ) (:) Mill IlD �__ I1!l__ LU () LU =) = C) C/) I U < LY- > CL 0 LU (/) W .< IL � CL Cn < 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 MONTHS AFTER THE DATE ff IS 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. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD I 00_ 11 __111 � I af .0 a :3 N _0 ::� a_ 0) C!? 0) �1? r- C) c;:` Q SIR a) 1_: ,q � 0 _0 a ;F E2 W 10 2 LIJ _J LL SHIM AS RE'r'l) PARTS LIST TWO BY WOOD BUCK OR . 9,_1 '� (Note 1-r) --------7 1 t�,��- Flange Frame FRAMING BY OTHERS (Note 433 & W) � - , O I I D / " 2 Sill - Flange Frame - 3 Jamb - Flange Frame , - 'd , E \ 'A., a. N / g VA - �_ & SHEATHING ` 4 q�_a� - Panel -1, ,,-, \ \ �Note 2,a & 2A.111) / TWO BY WOOD / 5 �59­Parlel 6 Z�ak Shle - Panel 1--6 12 a 'k Z -8 I * SEAL BE-fWEE:N 2 - i 6 \ O 7 interlock - Panel V . HOOK STRIP & B � 2 � 5 -WOOD SHEAtHIN6 , B I ,F (Note 4.1a s. W) \/ 8 Hook Strip I (- FASTENERS SH.'IWN I BUCK s 9 Glazing - See Nate (B) and (V) -1 SAME PLANE FOR lu I T 1 . (Note 2,a & 2 All ,I X, I\ � I --- - I/A, MAX. � - - 10 &116"Dia� Flat Head Concrete Screw withmirimurn CLARITY load in 180 lbsat 1-1/4"sintedment STRIP ANCHOR 'CHID ONLY HQCK HO�_E .= . 2; S ;; � � walking shmarcif � , I E is "I ill-l' See Note (K) on th drawing and Note 7 on Drawing ­PuS lit \ /,\ \1 I �/ T�' P.- APART ON - I I - I 1/81 MIN. � 'r , , , t � ri,ely�rlc 1� I W tl�Allr'11�111 �T �', . ,\ I � I- i _71 � _�_ J:1 _� FLE)*0100, I I Pi LALood or T@,ppjnq Screw with a minimum Typ. embedment of 1,118' into two by frarning, See Note (P) . 1 1 * , -i-, 9 ,S 8 . 8 I , // � - / I I i k I on this drawing and Not- 8 on Drawing FLEX20100. � - - 1 . g g .. A% (D 111 :. . - .- . i 1-1/8, MIN� 12 #8 Wood or Tapeing Screw with Plastic Inserts (Note 8.i on FLBX20100) eta rinminnum, embedment o1`718"into _m_.__-�> 7/6' MAX, - � � ,-, .V 11 \ - k��L� - , § 'o, i ,� STUCCO I � r , � the See Note this drawing Nate — — % ti .- - -1 OR SIDING � r�11� concrete sill, (0) art and 8 on Drawing FLEX20100. 9 " S - as � � 5 v,,a� �N. -jdw - i �111 t � -5 , __1 . 2 3, - ; 4 (�J , . L 10, �G ,/`t 2 I BY CIHERS , 21 PER[METER j I OTHERS (Note 2.a � i - .. pt S ., -1, _� . , . HOOK STRTP g � ��.R � .6 7 - 9 & _-1 .d.iii) I A -7 D LE I -A 11- � , S�G.D, WIDTH ----� �-- 1/4' MAX. SHIM SPACE 1-1/9 MIN, 9 I I I I A& I - I f_. i I SIGID� I HEIGHT I I i 1 . Q TWO BY WOOD \-, \ , g -3, I i // r -I " -_ � I -_ -_ ////, I 14) / � 5 9 I EIRR I I SEALANT ,Il- (Note 4-b & N / B B - -1 ('��\ � i REQUIRED P (Note 2,Q A ' P_ I .7.17 I .1 . . I I 9 " � 911 I I & ill) - � SHIM AS REQ'D. - 4 � - ___J - ol - I I IT—] SHIM AS ' 7 (Note 1,c) E L EXT DaW 3j`02/07 REQ'D (Not __\1 I � 2 PANEL DOOR SHOWN Scillirr "ITS Orwwr, Rr� FUA (SEE NOTES (C), 0) & (E)) ­c) 1 "i. i 1 .1 fill Checited By. JH 1 1/4' - MAX ' � I I r - ­ ----I 111__� ____ 0 �_ QJU I 0 Robert J Amoi FL License No, 497S2 SHIM SP IL 112"a L1 I I; DISCLAIMEP: The purpose of this _____ t, � � I I I /� ., , 9) , t 1 SEAL BETWEEN - O & SHEATHING Institution drawing is to present the 4A&fFt manufaicturer's recommendations for - ...,.........4. . . , 4.""� , --- � (Note 2'a & 2ol.IlD screws and tapping screws] to achieve the � -. 1 4 � - � , , ;�MBEDMFNT . \ design pressure specified on the " 'I t . a � Fenestration product a required by ft � 2001 Florida Bulding Code (FBC)? Section 12 / /� 1-114' MIN, I PERIMETER "­ SHE AT HJNG 1707.4.4, 2054 FSOBuilding, Section aid the 2004 FIBC-Resklential, -(DO OTHERS .1714.5.4 1. I Section R613.6. Recommendations ., 1.10 LIBERALLY APPLY SEA T ____/ - 'Note � OE Z STUCCO P,Q & 2.d.fli) __ OR SIDING ii. flia" regard[ 9 flashing, meeting, sealants or "I * , .,nat sealant prx,tices does not . - "..".., I U OER SILL OR SEET S I IN BE d.iii). NO OF i�QNCRETE (Not. . - AR OPENING _B BY OTHERS SEC] ION B I constitute a warranty either expressed or Drawing No,. Fl 4111 SHIM AS REQUIRED (Note 1.c). 1 R implied. Shoot I of 2 I . I------- Fastener Installation Chart GENERAL NOTES , A 13 1\\ , � - s PZ -� 1 81-ow. c-fig-ij- W.kh H.ipht [Ho.k � J.mb Hoad Sol (I to 15) See General Notes Drawing FLEX20100, Sheet I & 2. i I !- g S I taas.Cis In 8 WS1 J!!., a writ , l 1140.11W51 (A) Milestone Series 1000 Sliding Glass Door is shown. Also applicable to Milestone Series 2000 Sliding Glass Door. � --- -- --s----- i -� �,; I �068 8 � _2V_Q�� ��. 1-6486 - ---- - �9__._]__ _i, ___ __�__ � - - � (Poi , _j� ------- _ (8) Drawing applicable to Non -Impact Resistant Sliding Glass Doors glazed with 3/16" fully tempered glass. See " CV), . ID68 XX, CX. X0 so 6 -1 �Do) 1 6 Li� - � - n P" �- I ,� . __ � 6008 XX. OX. XO 72 . all i 5 B 4 1 __ CC) Where 'W' represents moving panel and 'O' represents Fixed panel, approved configurations are as listed on the fastener Installation chart � e on Sheet 2. , Rff---- i s- � �&, 9?�A? 1 - . 1� � I � - , -a . ..... I—- � 10060 _�x cx� Y'o 12�__ _�D_ - Not all configurations listed on the fastener chart are shown on this drawing, however installation sections "A -A", 11-W & Hook Strip Detail I I H I ! 5080 XX.IDX Xc) W lis 3 top, i i 0 %_ ___iX_,0x. X0 72 96 - io i a 4 io0i ; 6080 M_ i 10 apply to Installation of all approved configurations. I , 81A � - I 8080 xx.ox.xo 96 " _r9____A_ ,, 10 ­� "`�_J_ __ lol___ (E) For pocket door configurations, use closest by-pass door size and Configuration in the chart to the finished opening of the pocket door. � 10050 x� _bR��ci- -ffo - " -v,--- , --- is 12 81M, 1 it L � i f§ ; ; 50,00 XX ox xo 60 14 12 1 6 3 (DO) Q (F) Conc, ete screw edge distance measured from edge of concrete/masonry/block to oenterIffe of concrete screw must meet or exceed 2 114". M 3; 1 17 ; - - __ __ I . � 60,00 �Xx OX X0 72 12C 12 I a 'DO) ,2 Minimum size land embedment per Parts Ust. See Note (3) regarding devations. - - -.- . - __ - - 6 e Z lial 00 XX, Ox, X0 96 120 12 1 1 1 Q21 12 (G) Wood or tapping screw edge distance measured from edge of wood receiving the point to centerilne of wood or tapping screw must meet lQ � I ! ices 1 F 0 i ___,a9m___ io9m,li- M__ .-, _ ,s,_ _�,__ _ �_ _, - __ale!�_ -1-1.11- - or exceed I". Minimum stuii and embedrient per Parts Usk. See Note Q) regarding deviations. : In68 QXO 1145 1;8 80 s ,kLL- 5 I - . - - ___14 - 15 ___2, _6____ 4 068 DXQ 1181 118 as a 16 1�,'Dvf) (H) All field supplied holes in the frame (if required) will be 3/16" in diameter. � i I 9090 oxo___, 100 - ,I I's "-- - 10 1 7( 1 , !V I -Pirie-Fur with a Specific Gravity of 11% __ . __ _ (1) Wood screw withdrawal values used to genilrate the fastening requirements are based on Spruce : 12080 Zi� - E6' ,. I 1. __1 ­ 1 _---j?�c�--.�-1-4-51-i's--,1.6.-.-� __.:��__,_..__.__4__._­ ­1­� - ___,19_,__ See Note (3) regarding deviations. � § F A -S .- 15000 OX0 101 Ira 96 it, 1, ,ff k___ ___ —1 ,_ —IQ . 901M oXo 109 ,18 In Q , in 7 , 1� (3) Any deviation less than the minimum requilremerfL., stated must be approved by the manuFacturer or engineered by 'other' Design - __ - - 1� ___ __ ; lzoloo '�)x 0 i 12 45 118 ', 20 1 12 Professional in accordance With the appitcalbre Building Code Product Approval. 'N - � . E , 16 W IX i 7 . I _ i 11 (Dv� and I T 9068 Xxx 106 5118 to 8 1 10 6,iD,L 1 8 .,�, � 0 `!3 - B --- --.-- __ - 12068 _s� 1'� _�&92)=_ ___ ___��___.14Z�M_jn ­_ __ __, ,_, _ ___ �, i 0 'noN I i 150ce XXX 178 5,- 1 �O I il 1 is 12 'y IF ENER INSTALLATION I U �, ,� .- g;� _i - - . - - �! , . - � 9080 xxx 10 i IQ 6 I'D U 10 xxx_ i 12080 10 14 Ill � 31161 DIA. CONCRETE SCREW WITH SILL: . v,1, I 0 F �- . . 6 4 : __ , L_ � 15280 XXX 178 5'a 1 e6 la i 16 14 `Dsl� I 'o 4i E -S � ,. f . , �S � 6 , ; 0 00 - I 1. 21� 12 I _nx - N-W _'A", .-, 2= . lf)_... � !,(�L _! _ _ __ (K) Where door Is Installed in an opening with a masonry or concrete sill, me a 31115' diameter concrete screw of Sufficient Length to acmeve 142 �20 12 , im 110C I 12 1 . -t� � . . ,� I 0 '. -b 'G, "_?g- .5'8 ,Z oxxo __ 11 9 - 1�8 -80 , ml, minimum embedment of 1-1/4" into masonry or concrete, See "Parts Ust' on Sheet I of this drawing for concrete screw size, embedment ___� ___�,z____T _--a - 1 -� .9 E � I ,I i, �6 � . : 1206s oxx D 143 &B N 8 . , - - , �84 9 (02� 1 and loald requirements- See FLEX20100, Note 7 for additional concrete screw requirements. I X 71 11;i . 1506a oxxl� 191 h4l so s 12 04) _ 8 (L) See Fastener Installation chart this sheet for concrete screw quantities and additional installation requirementS. 4 � S 10080 �9._,_ � 1-1-9mg-I... .1!2__�1, '9a - , ,___ts___,_ _--iR.- _ __A0J,.._ -,. � (M) Install one concrete screw in each pair of factory applied installation holes unless noted otherwize on the fasterner installation chart, It is i 120so - o"A0, 143 sr 96 .... 10 i 14 1 C. ,w) 10 � - _____ , 2 I 16080- 0�0 191 518 96 10 is ,5 ins) 10 ZS acceptable to install a, 3/16' diameter concrete screw with a I- 1/4" embedment in all holes in the sill which will exceed the mininnum 1 � loolm oxxo 1 2 2' 1 --------- �- - J� 1L.m- I: n-, - ___A? --- --- 1-1 -.---i? --- requirements of the Fasterner Installation Chart. 120100 143 5f8 120 12 l' 4 .- _A±1L 12 1 1 P_I_ 5 I 1 1 _ _0,M0 _ . - __ - _. ---! - . - _4 _ . _ �� .1601W oxxo 16i_ 5A, ik 12 I 18 1 , Q11) 1 � (N) Ahernalle Concrete screw Installation Fasteners front to back In the sill tame member when both sets of holes are not used. , . __2S)�X� ...... �!17 r : lopes 11. 81) . 12 [9) 8 tarning factory applied installation fastener holes In the sill not used for concrete screw installation shall be anchored with plastic ­­__ ­1­11-11 ­­­ - � __ _ ZL �__ ..."__ -, (0) Pill Pen ...... __ -, 1�050 XxKX 141 W4 -1 -- -- - - I i 6 - I 1 ; W 14 9,(u2) a anchors (see FLEX20100, Note 8J for details) and #8 wood screws of sufficient length to provide min, 7/8" in. emb, editintrithe xxxx lag 19 80 __ s 16068 j Ta-- 1 ,3 1 ; - , (17m) 8 1 � 10060 "XX ---- ii, im N 10 12 8 i I Q ociricnete or masonry. See "Parts Use an Sheet t of this drawing for wood screw size and embedment requirements. See PUBMI00, Note I - 1 - 4 �1 — I - I 12W ­50557-- _____ i __ - -4 - - . 10 V4 .M__ i0i. - !�_ - - 1 1 - 8 for additional wood screw requirements. � i 16flar, - _Xxxx I 16 1 . sa 'O i 11 - '-'.QRI ; 12 i 100100 XYAX 117 ll� IL I #8 WOOD SCREW WM SMCTURAL TWO BY WOOD BUCK FOR HEAD, JAMES AND POCKET DOOR 1400K STRIP: 1 114 -.?V if �1 1 IF Y.x i I 1r 11� I �11 ii "�l Al 1 � Aft� - �� -, � Ix � h, �, �, 10, I I 11 1 ;4 12D � "ps) - 1 12 Famt... thartallato. Chart Not": (P) Where the head, Jambs arid pocket door, hook strip is installed in a wood opening with a structural two by wood buck andfor framing, use �9 . i . , #8 wood screws of sufficient length to achieve 1-1/8" minhinurn embedment Into the two by wood buck antler framing receiving the Point Z�� in 010bil. 3102107 1) some cases co-rete screws am only reqvirod in one ofth. fact.,yapplied-bulallon hole sets (i.�. a hole set being " two holes Iyim,g,n a plane perpendicufai to the widti, of the dual at all factory applied installation holes, See 'Parts Le'o,n Sheet I of this drawing for wood screw size and embedment requirements. See , frame) In those cases designaii;ld as 'DO' in the Instalet.or. chart, cinc of the notes will receive a FLEX20100, Nlote 8 for addrdonal wood screw requirements, scow NIS VNInvin Ely; fOA Concrete Screw and the remai ring notes will be filled in accordance wth Notes 0 and P. (Q) See fastener installation chart thissheel; for #8 vvood screw requirements in )arl head and hook strip. 2) In same ciiales concrete screws are requiredin both factory applied Installation hole sets. "Of . (R) Not used. Li� choduld ar. ill through `C8' designates in which size & coriliguraCons two concrete screws are required. 7ho (S) Wood screws shall not be used to fasten assembly into end grain of wood. remaining holes will be filed in accordance with Notes 0 arid P .),of, memin, i .fail two concrete samwi; in one sot of installation holes. Ztt,twc PRESSURE RATXNG CODE COMPLIAN 0`02" means, concrete 4uews in two sets of installation holes, PgNGIN 4 FK i;) '03' rrearls, insts two concrate screws in thme sets of installation holes, d)'DA" mears. I"sh" I tov000 eta screws in four sets of installation holes (T) If exact door size is not listed in fastener Installation chart use fastener quantity listed for next larger size, for the appropriate design m) 'DF mea,a. hsttl two =sfe smwe In five sets of installation holes. pressure required, 9 '� Clil"means, ristail two concrete screws in six sets of installation holes. (U) Installations depicted In these instructions acceptable For design pressures be 55 PSF for the window sizes shown In the chart. Design ti) D7� mmans,;ristali two concrete screws in seven sets of-lallaron holes� Firmures (D.P.) are positive and negative. Overall window assembly design pressure may be I B than that shown In the Fastener h)'D81 mears. install two concrete screws in eight ads of installation Wis.. 3) Location of additional conarefe screws in head & sill shorild be phortzed as follows: qualitity table and shall be determined in accordance with Note 13 of FLEX20100, a) RW adjacent to Interlock or buff stifes, in head & sill. //I'\ (V) Production Glazing may differ from that tested as allowed by ANSIIAAMAINWWDA 10111.5, 2, 101/l.S, 24NAFS or AAMA,WDMA1CSA b) Secondly, at each end of head & si: I hear Tam1b comer. if neaded. I.,--- 101/1.$. 2/A440 and appicattle Building Code. See Note 12 and 13 on Drawing FLEX 20100 for Further details. c) Locations in ,ead & sill .the, then .. fig.. in . & b� CW) Two by wood andjor framing to be securely fastened to transfer the load to the masonry, concrete or 4) Location of additional c—te ,;,�mws in lambs .hipUol be pnor,fted as follows: other,skilictural substrate per the F8C and the engineer of record's details as applicable. . a) Finfl, adjac�n t to oc,'�s in famos- b) Seoohdly� at each end offarnbs Fear head & mill corre. (X) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. — FlDrawing NO. FLEK24111 . 1 c) Locations in ilimps other than as listed in a & u. Sheet 2 5) CS - concrete screw wid WS = wood sarew 1­ 11, I �� l _­ 11 ., . I .. — 2ENCRETE OR SEA[_ BETWEEN DISCLA,IMER: mi, � a it,. o�!mi. *�, , o, ix -at ow MASCNRY OPENING - MAS'Y. CONCRFFF OR -.O.t�&�-.v,d�L�V.-'�D�,c.�W-�..d� CONCRETE OR I., - - 1\ M NG I I" BY OTHERS �PPIV��,4�l5�"qr�,!Am�'w(�ahKW7���A� OTHERS (Note 4,&5 � \ OPENING BY OTHERS a MASONRY OPENING is", ,. - d., _�,P� t_� - BY OTHERS . Pl _1 "" � , "' "" 1. , <Note 2,a & 2.b.11) By OTHERS _ _ .. r Ed RUCK BY C-HEIRS- "N.,w b, Vw '00'7 " Q�de (FRQ, SeW�� 1707.4,4,20" — BUCK WIDTH- .. ... .. ­, -­ , 9 (ND4 , ___A Ftlomlld;% -W 1-1/4' MIN, t ,i A . �� HIM _\ K - R613f. (P.W�> 1/4' S __1E:MBEDM.CN7 " . ,�, L, V 4�a) 5Ko"1)tq.51"""2`x`F .Re$4""'5W ` I , R—liclas- �.,drg flasi,pa. -1w" as. ,,," ­Wnt 't I iwI&Q, SFA7 BETWEE\ L� ,� � 1-1/4' MIN, V�_ "_ - 1-ft" " __`m �`ff. K-al � illo*dl SPACE MAX� . 4 A � 1 2 L I . I SHIM AS REO'D, WIND�W FLANGE 1 EMBEDMENT 1 (D > .3 - " I I _�_ . __ - - __ (Note La) I 1, - � A t - � . I ss � � � .1 I � , i 3 1 3 .0 'Note 2. .. 2X4, 2X6, 2XB WOOD BUCK _ . . I a li� 2,IoJi) , - 11 �i 7- - --I F 1. - — BY OTHERS ',Note 4b, L aincl S) 8 -_ t-ir I fa I/4' SHIM V - __T_ - t ;[ SPACE MAXL__J t 1 16 - fIll I � 1 I 1P � -_ L 11 t SECTION A (ALTERNATE 72 - :! I -A I . - � __ , � F . 0 I ; — For installation with two b1l , : ' ' I I ; f '41-3/8' - 7 lZ . STUCCO I I N �MB, 9 wood bucks. . . . - _k � , ; : ; . By ; Similar for SecLion E3-B 0 ; i t I I cno� Shown I / I � r . SHIM _ --I AS ;�E:C,U I PERIM1__ i S1,;CCO -, I I J . i (Note - ) - — � S�'ER a I? �) I I I . 2 § ,.n I BY OTH�RS SEAL BETWEEN , I I - '9 . � : (Nicte 2 a WINDOW 7LANGE 11 - g�t , — ­ - � , 2. , I I - I . ., BUCK HEIGHT GENERAL NOTES r A -----� & WOOD BUCK I* . . !J 10-(� fzr� : " (B.H.) __________,_ I t 0 (I to IS) $me General Notes Drawing - � " . � . I , I (Note 2.. & 2,lo I) i , I � _W'SEAL - .. : : Q� FLEX201 00, Sheet I & 2. -, PFRIMETF 1 . � 2 9 ; 8 :E I Milestone Series 1000 Horizontal I �Y N.@ 1� f I FRAME HEIGH7 .1 - � (A) (F.K) S�;din,g Aluminum Window in XO, OX FRAME 0 (Note �o i 10 E t 9 �g 0 HG7. 7 B 6 — Z: . . = 1 0 and XOX contgumbons, is shown FRAME WID!H — . � I � (8) Drawing applicable to Non-4ripact T (F. W,) E ,E % _G� Resistant litifiz.4windows, I / A � SEAL BET WEEN , I -9 A L SEAL BETWEEN �`­ 11 Production Glazing differ from L___=� I � Wl"DOW FLANGE (C) may i,11 I ON - - at� � that tested as allowed by ______ MAS'Y. OPENING � I & PRECAST SILL I A -1 ELEVATI : I 1_@ ANSIJAAMA/NWWDA 101/13, 2, 101,ILS, RIOR B - B BY OTHERS � W/VULKEM 116 1, VIEW-D FROM �XTE - I i I � � ADHESIVE SEALANT 1 WNAFS or AAWWDMA/CSA 101/1,S. (Note 2c, & 2.o.11) 't, . � : OR APPROVED EOL. 11 __ INTER113R VAW arid applicable, Suilding Code. FASTENER INSTALLATION INSMUCnONS- FILEX25110 -_ T114UED ON SHEET 2 -� : (N.t� 2.b.)) � FINISH BY f Mf : See Note 12 and 13 on Drawing FLEX � I 20100 for further diatats- 3116- OIJL CONCRETE SCREW WrTN NON-STRUCTURAL ONE BY WOOD BILIC & I i `7�_' i , , OTHERS III: IL X. L / ___ , ­_ � : � I CD) For Fastener Quantities sea Sheet 2 fe) �; I �, (1) Where window is installed in an opening with a non-sm licral one by wood buck Fix the, head and I rdirg ; V Iq of this drawing. Sea Note (H) rega 1 & 0 01 " I 1 1 jambs; and masom or concrete sill, instillation is as fiollows� q deviations. --I--- __'�4 I (E) Concrete screw edge distance At the head arid Iambs, use a 3/16' diameter concrete screw of sufficient length to adneve 19 IQ mininnuill lambledmerit of 1-1/4� intor masonry or cona,ete. See �Parts Usr on this drawing for M I` 1�7 S7 I � . 14 L measured from edge of concrete screw size, embedment and load requirements, Sw FLE,00100, Note 7 for additional H � I I concretalmasonryiblock to ounterfins of concrete screw requilremern. d - - 1Q, q Iq . concrete screw must meet or exceed 2 - At the sill, apply a Structural Adhesive Sealant for the full length af the Sill meeting the ,;3 � ,J , "i 12 IW� Minimum size arid embedryienit per requirements of Note Z.b.1 on FLEX20100. 1� I IQ 1� 11 Date: Ill 141ow I Pans List. See Note (H) regarding (3) See fastener quantity table on sheet 2 for concrete screw quantities and additional Installation Saido: INTS . I SIU by c-thers, � Z�,� (ev"awns. requiremorts. Dienmr, Dr. RJA Precast Chadmid By: 3H PER -METER SEAL 3Y e (F) Wood or tapping sars. edge M Horizontal Sliding XO-OX and XOX configurations are fabricated with the requilred number of Wes _I OTHERS (N late 2.a &, 2.c.li) ConFigvi-ations m.y �ary. - distance measured from edge of wood for installations. All factory applied installation fastener holes in the head and lambs will be Filled with RObeft.l. so, P E. Amore ' to centedine of wood or tapping wow concrete screws in accordance with note (1) above. FLL lce.S, No. 49752 PARTS LIST must meet orexceed V Minilluji . ze #10 WOOD SCRlW1 WrrH STRUCITURAL TWO BY WOOD 1111LICK (See $*Won A-X Alternate I Head Plunge Frame and embedment per Parts Ust See on Sheet 1. Shaller for Section ")-. � ... '.. E8 �., 2 .SlI[ - Flange Frame le (H) regarding deviations. A -,. 1 I- 3 jamb - Flange Frame (G) Not Used (L) Where window is installed in an opening with a structural two by wood buck fbr the head and 4 jjR - Sash (H) Any dev7stion less than the minimum jamus and a masomy or cowete 01, installation Is as fiallows: ; . Sill Sash requirements stalsol must be approved - At the head and jamos, screws of sufficis length to achieve 1-3/8" min. 5 - Lr,e,I.W wood by the by into two by buck- See "Parts List' this drawing for : - 1 6 51�inq Bead manufactumir or erquashild embedment the ve�od an wood screw size "other" Design Professional in and embedmerrL See FLEX20100, Note 8 for additional wood screw requirements. .� 7 Glazing - See Note (8) arid (C) - . ./ . 8 3/16" Ore. Flat Head Concrete Screw with minimurnworking kladinshealraf accordance with the applicable building - At the sill, apply a Structural Adhesive Sealant for the full length of the SRI meeting the .. - ....... .� IaO has at 1 1/4' ornbodment, See Note if) on this drawing and Note 7 on Code and Pr;xluct Approval. requirements of Note 2.b.i an PLEX20100. t ". (M) See fastener quantity table this sheet for wood screw quantities ard additional installation 11 I A Drawing FLFX?O1OD requirements, ..... .-'� 9 AlO Flat Head Wood or Tappina Screw with a minimum embedment of 1,3t8' (N) Horizontal Sliding XO-OX and XOX configurations are falorcaw wilir the required "uhro"'o'ho"s ' into "Structural Two By Bluck or Framing'. SeeNote (L) on this drawing and for installations, All factory applied installation fastener holes in the head and jambs will be filled with NO. FLEX25110 Frawling Note 8 on Drawing FLEY201DO. #LIO Wood screws in accordance with note (L) above. Sheet 1 of 2 I I (0) Wood screws shall not be used to fasten assembly Into the end grain of wood. — SEAL BETWEEN PARTS UST TWO BY WOOD BUCK OR J CONC R E T E 0 ' iz -� 10 I Head - Flange Frame F S (Note 4.1o) J5 "AS' R P g Y ONING 0 I MAS'Y OPENING _­'l OH 2 Sill - Flange Frame . "" r ,�� By T H _ F IRS BY OTHERS Z so ��; g <Note 2,a 11) & 2�4;17 '1:A NS,RETE OR ' S IR, ONE BY WOOD 3 3imb - Flange Frame - - 4 v, . Ls � P . OPENING O F- 4 ��iad - Panel — i 0 SEAL BETWEEN O I (Note 4.o & J) 5 sill - Panel 4 ,� 1 4 B E T W EEN SEAL E E J � - SHIM AS 6 Cock Bills - Panel � T R 8 6 HOOK STRIP & H313K S IF \ & WOOD BUCK 'Note 2.cL 9, 2.cIA) I REQ'D I w - 7 Interlock , Pane) . . 9 I W130 D K 9 9 49 W130D BUCK B U C i . PERIMETER I (Note I I,c) ,� < < o X 0 . -9 8 Hook Strip (a FASTENERS SHOWN , - I N . a d & ' ot, IN SAME PLANE FOR 4 �Note ad & 2 cili"D R IM 9 Glazing - See Note (B) and (V) I it I _ V I ! 1 1/4' MIN�� . X CLARITY ONLY. HOC.K 10 3116' Dia, Rat Head Concrete Screw with mininnum STRIP ANCHOR HOLES . I 1. OTHERS (Note 2,a EM � > - �'_ .w. L6 rldmg load in shear of i 80 [be at 1 114" embedment 1 1/8' MIN, SPACED R' APART ON - / 1 % - '5 i - - — �_� � Z!_\ See Note (K) on this drawing and NOW 7 on Drawing OPPOSITE PLAN ES> '­`�� i & 2A.10 I FLEX201 00, , I �, " , < - 11 . if #8 or TappInQ Screw with a minimum Typ, (3 I . � 5 - , -8 i- STUCCO _� embedment of 11-118'Into the two by framing. See < �_'- Q J - . ik 1 1 E P f Note (0) on "a drawing and Note 8 on Drawing - 8 (D - , � R 1c, SHIM AS FLEX201 00� "I, /8, M 7/8* MAX, ,:Fc �R - v HEL411) Note 11�0 � 12 #8 Wood or TReping §SM with Plastic Inserts (Note % a.) on FLEX201 00) at a minarturn embedment of 718" () into the (� _ _ _ ... " Q �-- I L_J - - § -. .- 8. 4 T - I 4;, n 13 1 concrete mill. See Note (P) on this dfavving 5 iii th P 0 1cm I - I and Nate 8 on Drawing FLEX20100, STUCCD/SHEA7HING . .o �; ," e I : 1 ; 13 #6 Wood or Tappft Screw with a minimum - O � E ,, . ' ? f�� ! embedment of 5V into the 'One By Wood Buc*'- 2 E 4 i i i See Note (0) on this drawing and Note 8 on Drawing T HOOK STRIP M -. 'f -" i "*\� FLEX201 00, (D CE N i ; __ I! DFTAIL I SECTION A -A I A - . I i — �1/41 MAX. SHIM SPACE 7 -& 1 , S.G.D, - 1 1/4' MIN. h 1 ; HEIGHT I I EMBEDMENT . .% ONE BY WOOD - I I I /// // V--i 0 � Z (Note 4, & J) SEN ING � 5 R , EQUIRED i I 13 � " E B B I (No-e 2.o � I I L� , t & 210i'lli) i MAS'Y. OPENING 3 1 — � I _J 2 SHIM AS i i i / (Note, 2,a & 2.clifl) I 1 EXTERIOR ELEVATIE] REQ'D i � 1 I SHIM AS REQ'D. 2 PANEL DOOR SHOWN Scalm NIS - (Note i 9 : ­ -_ 1.c) ',SEE NOTES �C>, (D) & (E)) I Drawn or RJA l,c) , � _� 1�4' MAX SHIM SPACE \ � � ? 1 __ I _J I eel 4 10 - SEAL BETWEEN 4 Robert 3. Amoroso, P It. DISCLAIMER: The purpose of this R. Ucense No. 49752" Installation drawing Is to present the 11 manufacturers recommer-dall" for Aue'llf ...... v t . 4 . - A A 4 / � , p _�� WOOD BUCK PERIMETER (N)te 2 , a, & 2.ol,W) SEAL 11 BY OTHERS '11\ E OR anchorage [Le., concrete screws, wood .,..� � 1 to -drievethe . . +0 1. screws, and tapping .screws] ; V_111"#,_ chisigh Premium specifieu on dhe feriestration . 1 Product as required by the 20011filorda ,..% " I Building Code (FIBC), Section 1707.4.4,2004 , . , 0 : EMB 1 / 1-114- MIN, �� (Note 2d, & 2.dJlD -_ MASONRY OPENING OTHERS --"- SLG.D, WID TH ,_�� FOC-Buiding, Secbon 1714,5.4 and the 2004 FIK-likesidentl4k, Section R6116. -,� / � STUCCO Recommerxiattioris regarding fleshing, . . , , U0 seeing, sealants or other joint sulart . " JOERAI_LY APPLY SEALANT JNDER SILL OR SET SILL 11 ___J E L B--P practicei doeinot auristhile a warrililty "A' .. 7 "A alther expressed or implied. "I I *_ - ... -1,_ - __ 5eC OF CONCRETE (Note . .W). MAS014RY OPENING ,-SECTION Drawing No. FLEX24110 . SHIM AS REQUIRED (N.ts 1.c). I Sheet 1 2 1 1 . ­­­­­ -- -------- ­­­_­.-­_­-­__,.__­ '-"-- ­_'__'______­'_­ GENERAL NOTES Fastener firestallatio A J A - St.. I Rogivi,od Q-titlie; ofF,itsion.eir Hook Selo (1 to 15) See General Notes Drawing FLEX20100, Sheet I & 2. 34.C.d. c-niflauraft I H din all 2. � X wift H.0j, I 44.4, I I Off I " ma�cs) 1 (W.. a V41 (A) Milestone Series 1000 Sliding Glass Door Is shown. Also applicable to Milestone Series 2000 Sliding Glass Door. , W7 a A (0) Drawing applicable to Non -Impact Resistant Sliding Glass Doors 3116'fuffy tempered See Note (V). t G! '. A - ,I r_�,:_ XX.OX,XO ��fi ,N_ 4 LDO) 5 (00) 3(05) 1 a glazedvifth glass. R____W�t_I____Mj___ (C) Where 'W napreserilks movft and "C' represents Fixed penal, approved corifIgFuralkirmare as Usted on the fastener Instaliallitin chart on I � im" I q llms��m­19___ __�Ut291__L_,__s_._ parailt I .. L'XWx QX1xQd.?2_.____ _ftl�__ _!�Icfll_ - mim___ Sheet 2. I 1-116M, 4___aR___ 03 , i I , ox, X0 fre i Ac6m _ arr 4 (P 0) 6400) - (D) Not all configurations listed on the fastener chart are shown on this drawing, however installation sectlonis "A -A", 'M" & Hook Strip Detail I 10008 IXX.OX.XO 120 80 . (DO) r(ph, 7 (DI) , a I 5080 xx. Ox. X0 so 98 Sim 3 too) 3 (DO) � 10 apply W Installation of all approved confIguraWns. .6 6 . i is ;9 1 I6CW XX,OX.XO 72 96 5 (DO) 4fPG) � 4 (DOI ! 10 I 8cao ..M,�R)C-�O_ _M__ �2�______itqptf -_ --- �fc_ol I 12D f 10 - (E) For pocket door configurations, use closest by-pass door size and configuration in the chart to the finished opening of the pocket door. I— - (F) Concrete screw edge distance measured from edge of conaete/rnasonrylblock to ceriterline of concrete screw must meet or exceed 2 1/4', .l!i A - I 1 'A i - 1 10080 1 xx,ox.xo m 90 511DO) 1 8(t)2F 8 (02i-7-1 0 I __�n�..QX12�1�1 j9--_-.12�L_ __�& Minimum size and embedment pe, Parts Ust. See Note (1) regarding deviations. -10,00 221-- --.�LE�-0),-�-�-lff,)2��-,4-.,-I-L-.- 10100 _m qx,?R .r4,___A.?R__ _.?_(0_1_1_ _!UPP�_ �_!_(?2),_!__U__ (6) Wood or tapping screw edge ciletance measured from edge of wood receiving the point to ocribeerline of wood or tapping screw friust mod or A � . R � , I - x1ax , Qqi� , �. __Ml�_ _�� _1Aq_9_e___.1_2_0__ _10L_,._�L _j__jJ?q1___R___ exceed V, Minimum size and embedment per Parts Ust. See Note (1) regarding deviation$. 9068 OX0 109 Ve 90 A (oij) 6ilicl) � 6 On ` a- ; 1?068 c1xo 145 118 80 " , 1 a (H) All field supplied holes in the frame (if required) will be 3/16' in diameter. . I � . 1500 0%o 181 ift; so -4F.91 __ I M, ! 451.1 I s (1) Any deviation Less than the mi.-ftiarn requirements Stated must be approved by the manufacturer or engineered by "other' Desilin Professional l=- 4080 Oxo log 118 96 5 am) 7 Q2) 1 7 (P2) i it, In accordance with the applicable Building Code and Product Approval. E � L, . 'F; § I i 120af) OX0 145 1.18 96 5 (DOI io(031 i 10(D3 10 ; .. 152N - - - W __ 181 I's _�___ _5201- _!�.E__T_ 14, 6 --10-- 2 A g I I . 1. �, -'d 8:* 1 solco ___S!xo �oq 'M 120 R (D2) 7 (D2f i 7 (D2) 12 FASTENER INSTALLATION INSTRUCTIONS - FL"24110 Z . U ... . ....... � ----- ----- 120100 I QxQ 446 118 120 8(02) 1l(D4J ' lt,04) 1 12 ,_ i!;_. F I . - I - - ___ - 1 90(jo I.-.1m-1-- 'W_Pi3,.A0__ - - ____1qQT__._ -6 �T11_,_L,_6P.,1) .... li---jl--,- 3/16- DIA. CONCRErE SCREW WrrH SILL AND NON-STRUCTURAIL ONE BY WOOD BUCK ON HEAD AND JAMBS:- . . . 6 E,�. --.:a 0 i 12068 _4� 1 15068 __._NX_&_ Aig-2b- Aq_.- _�Sul__ __jLV?)__1__i1i4R�2) ___L____ Xxx 171i, 618 so 4 (o)) 12�04) if 1�(04) 1 a Z 'a �� -j 0 . . kc(; - i- iioao X)cK 1W _W -9t, - - - _&0I - - - - 5 23j-, - L_ i _01- _'. - I a - (3) Nail attachment of norl-structural one by buck per Note 4.a.11.2 on Drawing FLEX20100. tzriao -, __T>5�- T42 &A 96 5") T� (031 t 1 D (0?) I 10 (K) Where door is installed In an opening with a non-structural one by wood buck for the head and Jamb; and a masonry or concrete sill, use a 2� L% _� , 0 5. § .. �'. xx>f 178 a's as _� — 5 (c,o) 10 Llffal i 241 3116"diametei corKrelle sam of sufficient terto to achieve minimum embedment of 1-114"into masonry or concrete. See"Parts Ust' on i 7z­ 1. , `­. 'H so. X. 106 " 120 8(1)2) I - I I I I - Sheet 1 of this drawing for concrete screw size, embedment and lead requirements. See FLEK20100, Note 7 for additional concrete screw i 12100 XXX 142 6R 120 0(02) I I i t I I t0vl) 1 12 _ -9 I 2 1 ,5,'a . . . . 80. ; a requirements, 10068 __0XX0 __ 119 618 __ 41DOL- _ aC)IL_L_7 01) L ______.__ � _5R2),. 5% 3 0 1 . In 12068 __.�n��Xa__.IS_�YL,R___.,___��AaO)_,_. - ... i 9C92) 8 ____ M See fastener installation chart this sheet for concreue screw quantities and additional Installation requirements, - -6- M �E 16068 I oxxo 491 f5fli 80 4 M01 3 iO4) IS 541-1- C T­ .. I (I Install one ccricrete screw In each pair of Factory applied installation holes Lnless noted othervill on the llestemer installation chart It Is 10080 D2 1F- A ) - - I _ __9;a2L__ 'i�12-�A-B-.iP,§----,-jA--I--�.--§�.'CD-��---i--� a 2080 1 D (E) L cceptahe to Install a 3116" diameter concrete screw with a 1-1/4" embedment in ail holes In the head, sill mid Jambs which will exceed the — ,E ­1­5�2_11�__§�_ _29L_1__ ___�i:__1__ _19-t-2 _L-1ze�L _____10,__ N OXXO 191 518 I K 5 (00) 15(06) 1 1506) 1 10 i minimum requirements of the Fasterner linstaliattion Chart t 1 =) a (m) 1 a (cm ! 12 1 (N) Alternate concrete screw installation fasteners front to back in all frame members when both sets of holes are not used- ' 'r'0'1'0'p ,ig"I '110 '824 .5 Z 9 120100 _ OXXO _ 143 " 120 B(Wi I I M4? I t i Z . - � I 1110 Z"a 17 Lost 1 17 (0a) 12 (0) All remaining factory applied installation fastener holes in the head and jamb(s) not used for concrete screw hstallation shall be fastened With 2 . � , � . 1 low __A?Lq_ _,�l L.:t�4 01 l!11_1 ! _ZZlL.. --.-,A.--- #8 wood screws of sufficient length to provide min. 5/8" embedment Into wood budc See 'Parts Ust" on Sheet I of this drawing for wood _ _ A__,_,Ap_ __. I - - is I I ,ZW8 __ ,AL I __.6��XX__ ,1�11 1/4 ___ _0_ - -4-i-il-Ir - _9�0)__ . a screw size and embedment requirements. See nZ(20100, Note 8 for additional wood screw requIrem". 'r­ ­__$___' N 11 1 l5plis Xxxx 1189 114 so 4 (DOI 13 lQ4) (P) AN remaining factory applied installation fastener holes in the sill not used for concrete screw Installation shall be anchored with plastic - , I i 'o � ,noso 7 114 96 5 (Dol, SM21 � 602) I I 12060, - I i. 96 a (DO, cf 91-1 Is anchors (see FUEX20100, Note S-j for details) and #3 wood screws of suffk:lent length to provide min. 7/8' 0. embedment intri the concrete i 11�1!2 ! I 'U(Jsu 9 14 96 __ 5 Pull � , 166, Ll; 10 or masonry. See "Pam LW on Sheet 1 of this drawing for wood screw Size and embedment requirements. See FLEX2OIQO, Note 6 for D23 additional wood so" requirements, 1 120 00 � X I Ig ... _ .�2 _�__�_It_ _Ii�+l _ ___�L J,_ /,\ nicloo , .8 WOOD SCREW WITH STRUCTURAL IWO BY WOOD BUCK FOR POCKET DOOR HOOK SIMP: Fastener lostallatiltin Chart Notest 1) In some comes aphasia screws pro on fy required in we of the facticine applied I natellation hole sets (i.e., a Innis sot being the two holes lying in a plane perpendicular to the vil of the door (Q) Where pocket door hook strip is Installed In masonry opening with a structural two by wood buck and/or framing, use #8 wood screws of Debm 3102107 Solik. NIS frame). In those cam designated as `DO" In the installation chart. one of the holes will relative a sufficlent length to achieve 1-1/81' minimum embedment into it* two by wood buck and/or framing recelOrg the pdryL See 'Parts Ust" on Drawn 1111F FUA Concrete Screw and " remaining holes will be Filed in sacqrdance Will Notes 0 and P. Sheet I of this drawing for wood screw size arid embedment requirements, See FLE)(20100, Note 8 for additional wood screw requirements. chedlell or. Ili 2)lnsDmm�-�ter�r-�..qW,edinb.d,f�etwy�ppiied�,�t.[Wb.nh.les,As 'DI" R) See fastener installation chart this sheet for #8 wood screw requirements in hook strip, M holes In the hook strip will be filed with #6 wood through -09- designates in Which size & configurations two concrete screws am required. The Z�N screws with a i-1/91 minimum embedment. remaining Wes will be filled in accordance with Notes 0 and P. (S) Wood screws shall not tre used to Fasten assembly linuo " grain off wood. a)"DI'means, install two concrete screws In one set of installation holes. brD2' mems. install two --be — in two -is of installation holes. PFM-VN MESSURE RATWG & FK CAM CONIPWNC9 .) 'Dw means, instali me concrete screws in three sets of installation holes. d) *D4'mears, install two concrete screws in four sets of installation hot", e) *DW means, install two concrete sclews in five sob of installation Wes (T) if exact door size is not listed in Fastener installation chart, use fastener quantity listed for next larger size, for the approlpiriate design .� "Difir memns, instivi two concrete screws in six sets of installation holes- pressure required. 9)'OT"means, instalitwo concrete screws in seven sets olimstalleflon holes (U) Installations depicted In these Instiructions acceptable for design pressures to 55 PSF for the window sIzes shown In the chart, Design m'DON means. install two concrete screws in eight sets of Installation lxses� Pressures (D.P.) are Positive and negative Overall window assembly design pressure may be less than that shown in the fastener quantity 3) Loom thin of additional concrete screws in head & all should be profitzed as followv. table and shall be determined in accordance With Note 13 of FLEM100, a) First ad)acant to InterioOK or butt motes in head & sill. (V) Production Glazing may differ from that tested as allowed by ANSI1AAAA1NWWDA IOI/I.S. 2, 101/1,S. 2/NAFS or AAMA/WMWCSA 1011I.S. b) Secondly, at each arid of head & mill nearlarnic oomer, Ifneaded. A, a) Locations in head a &D other than as listed in a & b. 2�A440 and applicable Building Code, See Note 12 and 13 on Drawing FLEX 20100 for further details, 4) Location of additonal concrete screws in jambs should be prioritized as follows: M Hook strip to be wcurely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer a) First. adjacent to looks in iambs. of record's details as applicable. . p� Bacilli at each end ofiantio near hood & mill oomens. (X) See FLEX20100, Notes to to 15 for addiffIcinal FBC Cc& Compliance. Drawing No. FLE114110 p) Locations in iambs other than as;lstiscl In a & b. Sheet 2 of 2 I 15)CS= .cmtascjewandWS=wa0dlxumvv . - - __ -1. "I— --i _. 1XI U :: . W. � I � 11 I I ____ . ____1­___+1___+ --I---- . I ­ � FRAME HGT. (F,H.) - - I - - I I ,��,� - , , ,��, � 01 � I , I y i X I XOX - XOX I - I A I I � ______ I _.., I---- [ 11��, __ _ ­ x�l FRAME 0 0 --- HGT. (�: H ) --- t- ". 11 - 1. I OX - X0 __* - ELEVATIO VIEWED FROM EXTERIOR Fastener tjiiies Table Notes: /1\ _QiLcm — -_ 1) Buck Width and Height = Frame 2) Only the required number of hol Width or Height es at the correct rie based on the listed above. r g Mi , :r;4 1 - e lS i -Rh 10�'1� - -0 . V 2 P , 6 . g .5 RN � g IF 4 1 � *5 �� M 9 . #4 L.. E § . § , 1 1 E . i i P f ij� P . t " I I 1 0 I! . �1 � Z 'd Z G! i a I I !9 E 10 . - a" 13/34/06 Scale- NIS Onman Syr R3A rhoplapil sy: JH (P) It exact window size Is not listed in tastener Installation chart, use fastener quantity listed for next larger size. Al (Q) Installations depicted in these Instructors acceptable for design press" to 60 PSF tor the window sizes shown in 11he table. DftAn Pressures (0,P) are positive and negative L_l Overall window amm011, design Pressure may be Is% than 60 PSP and shall be determined In atcordiance with NOW 13 of FLE)MIOD. (K) Proo4cton Golding may differ From that tested as allowed by ANSVAAMAINWWDA 10111 S 2, 1011I.S. 2/MAFS or AAMA/WDMAICSA 101/1-S. 2IA440 and applicable Building I Code. Sea Note 12 and 13 on Draw" FLEX 20100 for Further "Ile. (5) Two by wood back and/or framing at the head and Iambs to be securely Fastened to transfer the bad to the masonry, concrete or other stnxtural substrate Per the FBC and Drawing No. FLEX25110 the engineer of recorcPs details as applicable, Sheet 2 of 2 M Sale FILM0100, Notes 10 to 15 for a0itional FBC Code Compliance. I I I PARTS LIST TWO BY WOOD BUCK OR Ili 9 MASONRY OPENING 7 2X6 or 2xS 1 Head - Flange Frame FRAMING BY OTHERS (Note 4,b & W) __ .5 -;� O �4 -- --,- I WOO W TO ' "' SEAL BETWE�N INLote T - Ix W) " 2 $91 - Flange Frame 3 Jamb - Flange Frame , � � - - " \'ll,l, � , ,�� By OTHERS r, M! -. E OR 8 , WOOD BUCK , N iIl E BY WOOD 4 Head I; , A � ,iv 6 M / MAS'Y. OPEN] NG� 'I j " , (OF TIONAL> - Panel 5 SIR � Panel I -e - � � 4 � ,N ;Z � g \�, V �Note 2,o & Ill) 2'.17 INote 4,c,JL2) 6 ;j �stfe - panel 'Ll SEAL BETWEEN i, 3 , a . � , T' 7 Interlock � Panel HOOK STRIP & 2 1 -a " , / - SEAL - I I -I-- BE TWEEN __ . _F I I 3/8' MIN , I—— EMBE (- FASTENERS S40VN DMENT 8 moo" �'thl! � X WOOD BUCK n � i ; . - t . - 'No" �: ( 4 � 2. & 2T"Ri) W DOOR — _�� � 9 Glazing - See Note (8) arid (V) IN SAME PLANE FOR , CLARITY ONLY. HOITK ,- . I q 5 FLANGE !�� - I - 10 3116'DI& Flat Head Concrete Screw with minimum ___ - - TRIP ANCHOR HOLES X . .;Z . , X W13ED F ,� riking load in sheaf of I 80 lbs at 1 114' embedment. SPACED 21 APART [IN / X I 3/e, M!�, - 4 � T- _ _ _ BULK - -_ , Z�l =11 Note (K) on this drawing and Note 7 on Drawing OPPOSITE FLANGES.) r1mill, - (TYP.) ill. t� (Note 2.Q __­�_ ill) 777T 11��J E - i ___ — 4 o� FLEX201 00, �, M I 1 #10 Wood or Tapping 5rjo with a minimurn Typ, - embedment of 1-Wa' into two by framing, See Note < , -1 4 , - iz , /, � 8 '. �, . "s � � PERIMETER FT___ - / A (P) on this drawing and Note 8 on Draivi,rig (D ­� Z . b 3r lit \ OTHERS (Note 2.0. i 1� � SHIM AS FLEX20100. 12 #1OWoodorTa ' Screw withPlasticinsens (Note 6.j on FLEX201 00) at a nimuturn embedment '\ \, N, F i 1 (�t----%,-� 719' MAX, ,,i, . ., .1 vf - - ­-- �,� - __ ,5 � . h E14, i .� t e. 21000 I R4E,Q of 11 into the concrete sill- See Note (0) on this 1 `�, ­2 : . 0 0 ., � . . '�� 4 ' ( ,;D le 1,C) drawing and Note 0 on Drawing FLEX20100. 5i�k STUCCD/SHEATHING �W � _E ; �� I � By , 2 UiHLRS !, 6 -, Z I I I �0 �� 11! 5 8 a E i , 1 (:4)J � _§ . gT �� � _. HOOK STRIP I-_ C � 2,-. i�ll �-07 I - I., "'*\ Z lil 1, I DETAIL I J , �9 A-7 - � ��I/4' MAX. SHIM SPACE � I _7 U I ONE BY WOOD 5 � .?, i I � S.G.D. HEIGHT BUCK BY OTHERS 1 �4/8' MJN. (OPTIONAL) '--\ �""­_EMBEDMENT (Note 4.o,112) . ! �i I A 15� � I N , - __� O ,/ /� �/ - I / f I _-, h -_ /// 4� I 1� R E'l '__ REQUIRED SHIM AS --;7 ' ' , OTHERS REQ'D 1 4 (Note 4,b & W) I I " i I � 11 '1� (Note __ IN 2a (Note 1,0 / T � \ MZ - I �1� & , � 11-111) , ") 11 SEAL BETWEEN - � I 3 A -.1 SHIM AS _,_ TWO BY FRAMING ! ��[ - BY OTHERS& EXTERIOR ELEYATIO ,,,, ,,,, REQ'D - I al (Note R,cL 2,cl,lil) �` � 2 PANEL DOOR SHOWN Scale. NIS 'No te , r771- - , I (S 0) & �E)> DM- Dr. PJA . I I I :M A , , 1 4 I 011001"'der.)H ", X i SHIM SPACE i T, � 7:@:,11�1 _4�11�1 Robert J. Anforumo, P.111, DLqCLAIMER� The purpose of this A. License No� 49752 1 J 11 Le" , 1/21.6 1 1 4 �� _,�',­ SEAL BETWEEN Z@ � fnsiallaon drawing is to present the manufacttjner's recommendations Far JAUrg � l t 4 6 DOOR F1 ANCE ��t I anchorage (Le., concrete schews, - --­ - - 7�0. . > . - I I. L 16 � 4 A r � D. - � & WOOD BUCK I (Note R.a & 2.dAD PERIMETER - \ SEAl BY - ",, - wood screws and tapping screws] to .. ., xj-- -V achieve tire desi pressure specified 'r - . G., ... -� �_ t on the Fenestration product as 1. cl > 1 EMBEDMENT- OTHERS I --- required by the 2001 Florida Building : 0 L Code Section 1707.4.4, 2004 12 � Le J 1-1/4' MIN, (Note 2,o & 2A.10 ___� S,G.D. WIDTH '1� R (FOC), FBC-auildim Secttan 1714-5.4 and the 2OD4 FBC-Residential, Section . I O � MASONRY OPENING . R613.6, Recommendations regarding ..� , 11, ­­;4 1/0 *. flivilhri seafing, sealants or other . .. UBEMULY APPLY SFA ____ L joint sealant practices does not k . . ...... 10, 1 UNDER SILL OR SET !LL IN DED OF CONCRETE (Make 2441). O SECTION B-B constitute a warranty elther expressed or mottled. No. FLEX24112 I SHIM AS REQUIRED (Note l.c). O rrawin"ll; Sheet 1 of 2 1 _ N A" ___ Fastener linstallation Chan St. C.d. copro.eal*. li;a Q.Riiil4a ps.u­ — wide, H.Ight 1 Jel I Hvod " (N&8wa) 1 kN..8wsJ , lit RV - sracs) (Nnowin 4066 5066 _?rX 0 _9��,A_ J_XOX_AQ_ 48 TC7--­ 80 40­­ a --,-,L--- I a l- _­ . � I I _21i_. - 1 � 5068 xx, OX, X0 72 80 a ! I , 11 6068 icoea ._�X_gxt2��. XX,OX,XO _.N_,_____31�_____ i2c, - 60 __ i_4___1, i 12 _��Auo --I- ­-, a - ,(of) ! soar, 648c _M014Q_�M____�s XX OX XO 72 or i __A.___i____1__ to ; I - ; _10%__ _ 1-0 _ DoL i 10 8080 X'(, ox. xo as 96 I is 10 I 0 --±i-— 5a)(D) T-w I 10080 I xX.Ox.xO 120 95 I 10 t I ( ) 1 I sold" 1�__Xx`_0,,�9__l.s!Z__ 12L__ ____1�____L.__ s-.- __i�g'o__�.__ia I .1 M.: c.x. �2'. 12 I 8 c, , , $0100 , 1 1 Z, , 120 12 � 10 - '2 goes "' � .21! I . K ,;-: , 5068 ----Tx. I ----- - � 1 1� .A____ 9080 OX 2 Oil` lif 114s as 10 10 __� -L- 7 (D2), I 10 12030 - - 15080 6� 0 oxo IM 1181 IfEf 96 06 10 ; 14 to i is J,J (031 10 1A 061, 1 10 90100 120100 - - - W07- _�: oxo iq_q_ys_ 'I.il Ila i�n___ 120 --"-!2-,--. �9 12 4­­ ­-j-tm z 14 .... r __T2,_ - '2 1 1 fo4 goes - XXX los W so a � in 6 (oil , a 12068 __ - XXX __ 142 SA -.- 80______ -_ a i __.. 14 Gig2i ; a -_ 15068 xxx 178 5M 80 t2m4 a 9666- imp xxx - _­56�x­--- IR sm _1-4-i­6;r 99 ­ 76 ----- - * --- -Io­__,_ �T­ I . �_01, I ___'o __ - - , I 0 (oz) is 15080 xxx 175 Us so io I 16 1 A (08) I 'a 90100 XXX 106 &8 120 12 ; 10 7 (DZ i fl! 12100 xxx 142 Sig 120 12 i 14 1 1 (D4) I 12 1 M 'Woes _ 0AX0 ""I zi)�To iAA1L,M_1_­_._ 143 15M 50 isms oxxO 1191 5118 so - - 8 1 i 8 13 04) : a 10080 ­­ 9M_Cl_,_ �l I ­aW3_..L6__ - __LC�_; __12__ ­ _iUD2.L ! k __L -_ 1208 , step _ Oxxo __ ___ oxxo 143 Al _ _,gq__,__ 101 L'L es - 4. ___10 __�._j_ ____I_ 10 ; is 0 EZl) l to __­­ 1slict) , 'r, '00 too oXXo Ila 5* 120 12 : 12 120100 ��1� __2&q__,L,L3_�@_ oxxo lot M __ 1_�.q___ 120 ___I�_.,_L,_1_�_ � is -­`1'm8)­1_­ 11 4 12 _JU 1-2 - Had - xxxx - t17 if, so a ;,I , (01) a 12068 6 8 ___��_,14L_19, xnx 180 lj� _1q___ � PQ _.AL___1 ____ � 8 I Is - L ­ I (04) 1 -1 . .... -a- , _Lgs lom xxxx 117 14 96 10 t lz i (w) 113 12M 1 114 96 10 g . 14 to=) I 10 16080 . xxxx -199 114 96 16PF, I 10 loamo __2�)Da, LIK_ JA� _.U___ 2 12 t, 12 __ _____ D?J _ _.L _�L _2-- 120;00 160 00 L xxx I xxxx 141 JJA I log 19 120 120 Fastener Installation Chart Notes: 1) In moral cases concrete screws are only required in one of the factory applied Installation hole sets (I.O., 8 hole Set being the two hole$ lying in a plane perpendicular to the width of Ithe door frame), In those cam demignabed as IDO'Irw the Installillion prial oneof the holes viriltmoolive a Concrete Screw and the remaining holes will be ItHad In accoltance,il Notes 0 and P, � - 2) In some cases concrate screws am required in both factory applied installation hole sets� D1 through �Dll` design" In which size i1i configurations k*v concrete screws are reqwlrW. The remaining holes will be filled In accordance with Notes 0 and P, arDi" meens, !,.tell two conchate screws in me W of instatkidlor, hot.... brn2' means, install two Concrete screws in two sells of Installation hoies� a) �D$l means, instalf hivol concrifte screws in three sets of installation Was. d) -04' means, install two concrate more%" th four sets of Installation holes ii means, install two concrete screws in five sets of instmIlatoil Wes. 0 106. means. install two concrete screws n six sets of installation holes. 9) *D7" means, I= J, two concrete sorews In seven sour, of instalhillon holes, h)'W means, Install Me concrete screws In eight sets of Installation holes. 3) Location of additional concrete screws in hood & silt should be prioritized as fdlfo�. a) First adjacent to interlock or bud stiles, In head & sit[. lb� Secondly, at each end of heed & sill near jamb comer, I needed c) Locations in head & mill other the n as listed in a & b. 4) Location of additional concrete screws in Whom should be pirforrivid as follows: 0) flrsf� adjacent to loole; in lambs. b) Secondly, at each end of jambs near hood & all corners, c) Locations I" jormis other than as listed in a & 6. 5) C$ = concrete scraw and WS = wood screw GERIVAL NUIrleb i - (I to 15) See General Notes Drawing FLEK20100, Sheet I & 2. ti, PI !� Al (A) Milestone Series 1000 Sliding Gass Door is shown. Also applicable to Milestone Series 2000 Sliding Glass Door. (B) Drawing applicable to Non -Impact Resistant Siding Glass Doom glazed With 3116' fully tempered glass SeeNobe Cv). j � a 5" V , , I "O" 4 �- .- (C) Where"X" represents movingparteland representsfiloed panel, approved configurations areas listed on thefastener Installation fhatton '? i i Sheet 1 I 9 � I � (D) Not all configurations listed on the fastener chart are shown on this drawing, however Installation sections "A-A�', `11-61 & Hook Strip Detail - I Z , , � apply to installation of all approved configurations, � � -0 0 A . (E) For pocket door confligurations, use closest by-pass door size and configuration in the chart to the finished opening of the pocket door, 1 Q �, � 1 lh i (F) Concrete screw edge distance measured from edge of concrete/masonry/biock to centerline of concrete screw must meet or exceed 2 I.14' , M Minimum size and embedment per Parts Ust, See Note (3) regarding deviations, ,a 7 F � (6) Wood or tapping screw edge distance measured from edge of wood receiving the point to centerilne of wood or tapping screw must meet or i exceed 1". Minimum size and embedment per Parts Ust See Note (3) regarding deviations, (H) All flefld supplied holes in the frame (If required) will be 3116" In diameter. - (1) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce-Purie-Fur with a Specific Gravity of 0,50. - o E � I . I& See Note (J) regarding deviations. 8 �, A z 1 (3) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by 'other" Design - �, o L § .- vt " Professional in accordance With the applicable Building Code and Product Approval. .,d �g � Z � 3 .43 , 8 --. ,� i, � � FASTENER INSTALLATION 114STRUCTIONS - FLEX24112 W ­ - " 1! 2, � V A - "? �- 0 " �' '_ .g 1 3/16" DIA. CONCRETE SCREW WITH SILL! . . E " . -o &'S . (K) Where door Is inMalled in an opening with a masonry or concrete Sill, use a 3116" diameter concrete screw of sufficient length to achieve L `,� . b j. , , Er g I 1. E � .11 -� ��, minimum embedment of 1-11V into missonly or concrete. Sm 'Parts Ust" on Sheet I of this drawing for concrete screw size, embedment 't 1 - , � ,I - A c and load requirements. See F-EX20100, Note 7 for additional concrete screw requirements. , , 2 Z� , I . (L) See fastener, Installation chart this sheet for concrete screw quantities arid additional installation requirements. � - (K) Install one concrete screw in each pair of factory applied installation holes unless noted otherwize on the fasterner installation chart. It is � 4 ZL acceptable to install a 3116" diameter concrete screw with a 1-1/4" embedment in all holes in the sill which wlt exceed the minimum I ,--; requirements of the Fastemer Installation Chart. .! g (N) Alternate concrete screw Installation fasteners front to back in the sill frame member when botheets of holes are not used. 1 (0) All remaining factory applied Installation fastener holes in the sill not used for concrete screw installation shall be anchored wilth plastic 1 t anchors; (see FLEX20100, Note 8) for details) and #10 wood screws of sufficient length to provide min. I" in. embedment intio the concrete 1 or masonry. See "Parts Usif on Sheelt I oftrils drawing for wood screw size and embedment requirements, See FLEX20100, Note 8 for 1� I I - A — additional wood screw requirements. - #10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK& OFMMAL NOIN-STRUCTURAL ONE BY WOOD BUCK - HEADIJAMR& I,! #10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK FOR HEAD, JAMBS AND POCKET DOOR HOOK S11": Z& (P) Where the head, Jarribis and pocket door hook strip is installed in a masonry or concrete opening with a combination of structural two by and laaft"SiOZ107 OPTIONAL one by wood bucks or directly in the two by would bucK use #10 wood screws of sufficient length to achieve I-3/Ir minimurn embedment: into the two by wood buck andyor framing receiving the point at all factory applied Installation holes, See 'Parts LW on Sheet I scow NTS ZL1 of dhis drawing for wood screw size and embedment requirements, See PLEX20100, Note 8 for additional wood screw requirements, (Q) See fastener installation chart this stielet for #10 wood screw requirements in jamb(s), head and hook strip. Die" Bw M Chilicluild Ow 314 (R) Not used, (S) Wood screws shall not he used to fasten assemoly Into end grain of wood. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE (T) If exact door size is not listed in fastener installation chart, use fastener quantity listed for next larger size, for the appropriate design pressure required, (U) Installations depicted in tiese instructions acceptable for design pressures to 55 PSF for the window sizes shown in the chart. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than that shown in the Fastener quantity A, table and shall be determined in accordance with Note 13 of FLEX20100. %., 1-1-11 Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 101/l.S. 2, 101ii 21NAFS or AAMA/WDKA/CSA 101/1-5. ZIA440 and applicable Building Code. See " JZ and 13 on Drawing PLEXZ0300 for Further details. (W) Two by wood and/or framing to be securely fbstered to transfer ft load to the masonry, concrete or I other structural substrate per the IFFIC and the engineer of record's details as applicable, Drawing No. � FLEX24112 (X) See FLEX20100, Notes 10 to 15 for additions I FIBC Code Compliance. I Sheet 2 of 2 - TWO BY WOOD SEAL BETWEEN SHEATHING . -13Y OTHERS 70 GENERAL INOTES (I to 15) See General Notes Drawlag FLEX20100, Sheet I & 2. (A) Milestone Series IDDO tionzontal Sliding Aluminum Window in X0, I I - FRAME W T H, -----i A E a A - � P, r" WIND13W FIN I BY OTHERS - (Note 4.1p> SHEATHIN15 ----- I- � 1. (Note ?'o, � R,c,ll) __ I I 0 s � W 1 � .. 1 3(2�\ )� \1� .. �i QX arid XOX configurations are stvil (9) Dfall applicable to Non -Impact Resistant glazed windows. (C) Production Gazing may differ from that tested as allowed by ANSI/AAMA/NyANDA 1011I.S. 2, 101/l.S. 2/NAFS or AAMPAVDMAICSA 1 ll a� 8 9 A 9 .�, E � ­_ '9 6 ji ,Z. Z 1 , 1 1 , 1 , : ... :Z a, . 0 101/1,S 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. FRAME '155�, `_ 1 '12 6 I i - B STUCCO BY OTHERS ---- I . , s I I � � 11 "r M I (D) For Fastener Locations see Sheet 2 of this drawing, See Note (H) 0-, HGT B J,.O. 13 ,7 1 � 1 � 1. . I -, - � I � � 11 - I- i regard,ng devitailtions. (E) Wood screw and nail withdraws[ values used Lo generate the I ,_��,_ -� I - i PERIMETER 1, ­ . . I .. fastening requirements are based an Spruce-Pine-Pur with a Specific Gravity Of 0150, see Note (H) regarding deviations. i . 17 C F I 0 r, V / - , SEAL (F) Wood or tapping saew edge distance measured from edge of wood I � ill. 13Y OTHERS ­' (Note 2.o to carritehine of wood or tapping screw must meet or exceed 1'. William size and embedment per Parts List See Note (H) reRarifing ELEVATION - E -2 VIEWED FROM EXTERJOR ff, Zc-ii) SHIM AS REWD deviations. 4-2 A 9 8 b `�11� .- (Note Lit) - (G) Nail edge distanm measured froin edge of wood to centerline of PARTS DISCLAIMM, *. of LIST . . �: § -G § - ' I nail most meet or exceed 9/16- or 5 times Shank Diameter, whichever is larger. Minimum size and embeciment per Paris List. See Note (H) mp- I �� ,*.F.*. &­v� ,, W ­t 2 Head - Fin Ffamet - A F � I Bill - Fin Frame __1 4 regarding deviators. Uv, ­ftd� . ...... li,�� W �,i".w U., -d - 3 - � :� v ? -� Jamb - Fin Frame ` - (N) Any deviation I= than the minimum reqviremisaft stated must be 'other"Dem9n pippirl; - jrt, .ik . foix.0*1 4 W ad*. Ile, Olieff. — 05 Head - Sash -% g 1! � 9 � 8 approved by the manufacturer or engineered by %.VW - Ov, fi,,vsWk� P.l- 5 - i Silt - Sash I '. � Professional in accordance w th the applicable Building Code and Product Approval. ii, w,,Inal by ft 401 �.lda 6 sil" � (Fec�, sm-n 27WAA, _R -B Glazing Bead I a ii � I (1) Ali Field supplied holes In the frame (if required) will be 3/16" In 200i FaC.seklir, � S'pi. 17 45A 7 i,iA it. 2004 WZA-id�l, a.b. = - g - See Note (8) arid (C) Z g � , � . . diameter for #8 wood screws or the shank diameter of the nail munded 146116 �_,A�.O.dft 6 #8 Pon Head Wood or Tapping Screw � I - I up to the next standard demignation drill bit size, �frv, -IM -1- . � with a minimum embedment or V into the 9 i2 a i (3) Wood Screws and Nalls Mill, NOT be mixed to fasten tins same a %emill )�irl 9'.i., fri� - - Qw4tk.w � __11Y .e. .Vq%el structural wood substrate, See Nate (K to . FRAME & BUCK i ,vi.ow. N) and Detail A on this drawing and Note ,I M 4.b & 8 on Drawim; FLF,X20100. � 1 J HEIGHT (FLH. � B.H.� i �7 9 Round Head Deformed Shank Nail with I ,I I � , � I r . PAME WIDTH minimum 0.1 13r diameter (1 IGA) and � t ., A X I 5 BUCK WIDTH � 1/4' MAX. - (F.W. & B.W.) SHIM SPACE minimum embedment of 14W into tric, 9 3 i structurall wood substrate. See Note (O to Z I 111 I , I , I -1 ­\ TWO BY WOOD 7 BY 13THERS I _____1 SEAL BETWEEN WINDOW FIN SHEATHING R) and Detail A on this drawing and ,5 I I Notes 41 & 9 on Drawing FLEX201 00. g � a � <Note 4,0 - (Note 2 o - 'p- '.1 -. ,.,� I _� SHIM AS REQ'D� ----_ & 2.c.11) Centerlir,ii, arf� Fastener I A" Ref, f 1__:�_i__ INTERIOR ' . 10 ___ � (Not le 1� ) , - I d . I . FINISH BY -7 I PERIMETER SCAL OTHERS I - I, 6, I DwW V04197 Scalle: NIS BY OTHERS ! ! EMBED KENT I 0"" ft; RJA <Nicte 2.o � 1/4' SHIM I . (V�CREW) - chodod or. im . I & 2,c,lD I SPACE MAX. 7____= - I Robert I A"WnMr P'-E- - - __ - 0(�), . � 1� I I __ . . . f : : , . . . � I , . � . � . ..: � . . : . '� . � ,. / I = - FL Uomme No- 49752 I I i omit , " ........ T .. I SHIM AS REWD, 4 . j r . I _7__�_ 1 - (Note 1110) .-.-- ___..1­___­ I / __ STUCCO BY �­- . � 5 . .�+ %. .1 OTHERS � . I - I . 5 / / Attachment ,, . : SEAL BET WEEN WINDOW FIN & SHEATHING I ,7- � - iffl� � PERIMETER SEAL I 0 IT I ,/ BY L HERS sl� EATHING QUAL A — - Dimpled Area an i q Attachment Fin A., - 1. .......... * (Note e�p, SH A OANG �, ff , 2'. TWO BY WOOD (Note 2, p / & 2.c.l BY OTHERS / Wood Screw or Noil �, Head mfjqt be. .-,* ­`1­­.i`,, & 2.cil) BY OTHERS C., 3 BY nTHFRS 3 :n full contact vrith Attachment Fin. - (Note 4.b) SECTION A -A STUCCO SIDING BY --J(:, SEC-FION B-B OTHERS 909 � "Ile ,,emterline of fastener sh be approximately 9/32' from dge of Drawing No. FLEX251 1:� 1 I Aittcrahrnent Fri- Sheet I of 2 I 0 la I IN ,L ENGINEERING, LLC 111118NEW P.O. BOX 3400 Apollo Beach, FloFido 33572 Phone: 8 1 3.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 a CD CD Ln 0� 1U_1 Z t; CD 4 0 :3 � U) V, U) -4 �t 6 -� M M 0 > ;,D _J CD ;.0 < Co %D V- Z t.] a- LLJ rn r� X O� 00 � Z :4-, 0 CC Go F­ = 'm "� Ln M '"' 00 < FW- CL Z E LIJ Z �: 9 W __J , Z C:3 C3 MJ %D �__ �_ LU () LJLJ =) = C) L/) I 0 < Q� > CL LU 0 (/) W < n co 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 I IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL POR110N OFTHIS DRAWINGONLY. @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. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD Is] I— — ce) IN 4t (D Z 0 _J Z) 00 - co N C) N I N LO 6 co T_ LO T­ 15 1�7 - C6 .0 a = N � � Q.- �NLQ_..5__AQQ_d__g.a_d_1oP_0 ac,_SqrP_,�L_Fgzte O-e i-L-�cutiQn- -TD tiift_� A I Series I 000 Ho izontal Slider X010X an� XOX - Modular i - Buck F. " - i Eb Et I L1 L2 Height �No. ��w In each Jamb A ' 6 ri�. " ' -�I. M 35 ff47 _ ' 6 We h1a B - - - - 3______ __ 6 23 112 IV. 53- ,� 4 _6 - 6 !162-5 _� _1934 ' �',f :3A _13-10- S _ _ _�4 ____ _, _ , _ _. ___ 4 �____ __ � � ­ __ -,- , ,-- __ i� " � 31�11_ ­,1s_F1T2_ - __ --iri­.- ___ - ­1 � __ __ _ -, 6 _.__�__ - _f9_1T2__ � I Series I 000 Aorizontal Slider X010X -Modular D Bui,k Width No. Fristeners in Head &SM ' Fastener Locatfori Es Eh I L3 H S 23 4 4 W8 4 118 8114 E I M 3c 4 41/8 4 lid 14 1/4 & A L 47 f7l_�=47_ 1_i8 LA __��__ _' 53 _______4 _____ ____ - - 4 - ___4__11_8 4118 ___4 4118 __�� 23 li-4 D L 5S 4 - 4 118 4 V6 26 V4 - 65 - 4 4 lillf 4 V8 29 114 I - I I 4 1)8 4 1;8 32 114 1 � I Series"1000 Horizontal Slider XOX - Modular I H S %clk 'k Width' No. Fasteners in in Head & Sill Has Fastener WCatiork Es Eh L4 E I 71 6 4118 - 4118 IA 114 & A L _ Sj :� '_ 6 f __;i1)8 _� -118- IALA D L _P_ 55 5 o " " I V " __�_ __7 _ --'- ­ " '6- ­ ­_ ' 4 1/6 - W VT- 4 V8 ­ 1'�X --- _ 20 114 --- �Ci-r,f­ - 119 6 4 Ild 4 116 26 "I DESIfEN PREHURE RA77MG t Fill CODE 9Q_P4PLIA1%_E (S) If exact window size Is not listild fri fastomer location table, use fastener locirtans; listed for next larger size. (T) Installations depicted In these instructions acceptable for design pressures to 60 PSF for the window Sizes shown In the table. Design Pressures (D.P.) are positive and riegative, Overall window assembly design pressure may be less than 60 PSF arid "It be determined In accordance with Note 13 of FLEX20100. Nalling sduedule in Note (Q) for design pressures to 35 PSF, 45 PSP arid 60 PSF- (U) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 10 I/I.S. 2, 101/1.5. Z/XAFS or AAMAIWD,.MNCSA 101fI.S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing REX 20100 for further details, (V) Sirruccural two by wood buck aadlor framing at the head, sill and lambs to be securely fastened to transfer the loacl to lie wood Structural suldirtrate per the FBC and the engineer of record's details as applicable. (W) See FLE)(20100, Notes 10 to 15 for additional AFBC Code Compliance, 1'" I LIMICK IM I ALLA I lUrf Infix I KU%. I 11.111b - rLtAAcx1A1g #8 WOOD SCREWS: (K) See fastener location table and Elevation Views on this sheet For location of,#S WOW Screws, (L) #8 Wood Screw must be of sufficient teno in achieve minimum embedment of I' Into the .we, by wood framing. (M) See Detail "A" on sheet I for approximate ocation of the wood screw In the attacriment fin. (M) Wood screws shall net be used to fasten assembly into end grain of wood. NAILS: --.-- Frame Ii. Buck _____ Width A XO,OX - 4 Head & Sill A Fasteners, jamb _3 6' L3 Fasteners shown below. - , , , I h-1 - I't �11P, -11 I 7yp­lycl� 1 - �_ Eh i - - ____ -o — I ---I f 1-1 F_ - - __ i _1 a ck i Height I L2 i // // � , - I 'I I XO1OX d - I 1 l_1 Ll -1 I j -1 A�� W_7.�- __iJ �_ Es ES I 1 :7, Z, Xi - I.- XQ,OX ELEVATION 2 Jamb 3 Jamb 4 Jamb VIEW, XO/OX .1 asteners Fasteners Fasteners T_c u k Heigh t L ELEVATION VIEW, XOX - � XOX - 6 Head & Sill width -1 Fasteners. Jamb F4 1 6' E 4 Fasteners shown below. --�,- �, � r- �11 . ; "' 1� t � - i - r-7- � � F 7EFI) I " - � i ; .. ..... . , - - — . I f � Ll / I Ll /I //, I I I 1� - X t I // // // I I � ___j L2 I - XOX I Ll �� Ll ______ __________ _____1 . i ; Ef__ I I - - �__ , I ES XOX Es� I XOX x O X A 2 Jamb 3 Jamb 4 Jamb Fasteners Fasteners Fasteners (0) Nails shail meeL the following requtremefrts� Fastener Location Table Notes: 0.1 13' diameter or greater, : sufficient length to ach� minimum embedment of 1 718" Into the two by wood framing (generally, nail 2 318" 1) All dimensions shown taken from the �uck width or height of the window frame. length or greater shall meet this requirement), and 2) Based on size (buck width arid height) and configuration (XC/OX or XOX) of the window to . helical (Screw) or annular (ring) shank st& only. be installed, enter the correot table above to determine the locations of the No, 8 Wood or (P) Marrurfactuirer's nails meeting these requirements are (but not limited to) the following: Tapping Screws in the head, sill and jambs. Pasiode deformed shank nail, No. 404947, 404537, 650111 and 650148, &3) Insta4I the No. 8 Wood or -lopping Screws at the locations shown in the table. Tolerance is : Durro-Fast deformed shank nail No. 325, + / - 1" for spacing. Edge distance is a maximum. (Q) Location of nails shall be (+/- V tolerance on spacing, edge distance is a ma)dmum):A 4" maximum from each comer ofthe head, sill and jambs, or XOJOX & XOX configurations, and 4) This table is NOI applicable to the. noiling option. See Notes 0, P. 0, and R for nail : for the XOJOX Configuration, 7- O.C_ Max. for Jamb, Head and Sill for 46 PSF to 60 PSF UP, or installation locations and spacing, . for the XOJOX Configuration, 9" O.C. Marc for Iamb, Head and Sill for 36 PSF to 45 PSF DP, or : for the XOJOX Configuration, 12' D.C. Max. for Iamb, Head and Sill to 35 PSF OF, or .for dhe XOX Configuration, 7" O�C- Max. for Jamb & 5" D.C. max for Head and $111 for 46 P5F to 60 PSF OF, or . for the XOX Configurallon, 9" O.C. Max. for Jamb & 7" O.C. max, for Head and Sill for �16 PSF to 45 P1$F DP, or . for the XOX Configuration, 12" O.C. Max. for Jamb & 9' O.C. max. for Head and Sill to 35 PSF DIP, and . See Qe,ail "A" on sheet I for approximate IcicatJon of the nail in the attachment i (R) Wits shall not be used to fa�iheri assembly into end grain of wooc. — li C - 0i 5 5Z . 4*1 i U� ii � - A I� 4 6 '? 6 8 . i � i " 18 1 83. , 3 1 . S I A j u: IV � � I � � '�' 111w = M M ,z� 16 r i � ;c . 2 - �: 8 -� 3: i_ - . F,2 I @ � 4 .- � 2 � I W - . . g T, !- � . � 1 i I i Zi A ? 1 1, � � t - � 0 DOW 1/04/07 Scaler NIS Drown Bir RA Chocked lain Iff Drawing No. FLEX25120 Sheet 2 of 2 Secii Bet"er, x ' C.rcr, - r_r wood Buck & � L ' Conci-ete or I __ 1 1/4' Min, -1) Fi�e By Wocd 8 — F,W, - ± 1i; - -- Masonry A r - _ I as. ,� , cir; r Mos'y- Opening Buck W cith - . , 17,ilb-i-t " I � , rihO �� — I Opening r P1 Buck By Others O By Ol.h.rb (3,W,) F . a! , P (NCte 4,) , � <Note 2a & 2,1�il) zr 'd I r By Others � A '9 i,,I 7 , /­ a C -2 �p A i � � " ? Se- Between - 5 Req'cl (Note 1, 0 . / L, X I I - __ __ , Shim A a) � __ - � > / _�D 12 A IiI � g Wincow , Lange r, a d W 3--k_ \ I N /11 1! A 1-1/4' Min. 1. - 1` / t 9 — ---------- (No�te 2,co" - , - - (�) i , bit) - "I II I I ' 4 1 � ! a 4 �_ I _N __ - - "I - - _::� =-- 1� 1 --i7/ —VS �,_M— —1 T �j 6 il �, 113 — '�-�717-1 ',�_, -------- - // � B R - — 1 - - 2 At� � . I '91i � I - 1 4�;41 ----A I S" Nciti, (j) 10, If � / - 11 1. I i F Screw Sp..rro 7 By Far ro,,crote � Vood n � . C, - one By Othe I i . .H, 13wCk rs . - , I Ill �� � I, I Il 1 1 1 , / (Note 4.a) Z f , � 1 L_ ___ / - - ___ . ; I . -_ ; 1 17 � � I I a , I Stucco By � I �_ ril�_ CU) I Sea[ Be-L.", . I � a " ; rlth�rs pr L Shim As Sea, Between Window Viroo 3uck & § IT �;:i '� . i 11 I eq'cl, Scr- Np.cr,'! I'l-ge ancr _6 _-Z a up -Ong N E j2 � / I 5'y. _.� ��� My � � (Note ta) - __ -A (Note 2,a & 2,la.11) �. - . , , ; P-neter , B Others - - 9 i � j . __j+ T Sea By I - _. (Note 2'a & 2.bJI) . t I Perimeter Seat By Others , q - �q ii: j I I i Ethers �) 1 5"MAX, 41yfl.) .rtn --pu ... 71111. <Note ax, & �APJO A. Tyri. I, H-d El § Ai f I MN 7 (Note 2�a I) M­ 1�. co By Others 15 120, .ra. Stuc of wi,,do�i, Frame L 2i lo.") & Buck -.all-, �21 6' H­ Tylp. In J­b. of 12' - Frame Wla',h- - � 9 b ; i t Heigh-, I Height '19h .trd.... (97.W.) -1 <FH' 7 (B.H.) . . 1. ,N N I I � SECTION Q - 2 W ,� 8 2 .... - - . ; � El__�VATION . � r._ I ? I Pe"irieter ; i I I _� � . � ; - . , Seat By I VIEWED FROM EXTERIOR Conc,rite or !t L E! t c j Oth 's i - ___ Masonry Opening 0 � ;? � (Note 2a IMoiattQn for concrete screws per Notes If) & (J�_ i ou.,t I , By Others l & 2 , bx) IV- of C-ist. Screws For Installation Chcrt .a .�..t 2, . , Interior 1; � � I I - ­.__;VFTns,h By insat,ativri of #10 Wood Scfews In Structwrol Two By Wood Buck V , 11 � per Notes (K), (Q1 & (M). I V I b � Others i 1 I ne L i PARTS LIST q ;; I Mesa 1.11gaFrame ---a 2X4, 2X6, 2X9 0, � 3 1 �� ; �q Q 9 2 �j± - Flange Frame � wood Buck . I Of 1 3 Jamb - Flange Frame By Others 11 - (Note 4AD ond Q) IQ ,;I 19 4 & � Not Used 4565 lu 11� � Iq 6 Glapm Bead 1-3/8, 11 16-m- - I � 7 Glazing - See Note (B) and (C) M � r , Emb. � , ,N� 14 Iq '101 M 2 � g IQ 8 311 6' Dia, Flat Head Concrete Screw with minimurn working load In shear of 180 lbs at 1 1/4' izz - - �q Iq Iq 1-1 --- ,___________,_____ 5FCTnON 6-A (ALTERNAT E) - - . �e ;Q - I ,. , 4i a0=fFt nL $::9144otreTO cri Sheet 2 and Note 7 on Drawing FLEX201 00. For installation with two b 'r - I 9 41 I -316" into "Structural �' ead W 0 gppincl Screw With a minimum comportment of I - Seat between w�ndow - ­'Pre,z-1, Sill lQy others, wood buc�,s, Similar for Sect;on Pate'. X/5107 _j Two By Buck or Framing"- See Note lK) on Sheet 2 and Note 8 on Drawing FLE)(20100. 'large & precast sill Configurations may vary. Q-2 (not 5hQwn). $01i NTS w/Vu ikem 116 cohesive Prip" Dr. PJA seot or) t a- api equal, I Cheduall BY. )H (Note 2 I,J) Robert 3' Amonioxi, P.B. FL License, No. 49752 GENERAL NOTES (I to 15) See General Notes Drawing FLEX20100, Sheet I & 2. "99 q,, '....... -1* (A) Milashmeteries 1000 Fixed Aluminum Window Is shown. Also applicable to Series 2000 Fixed Aluminum Windows. - ... , , , 16 (B) Drawing appfcape to Non-IrnpaQt Resistant windows. 1049!1110 . glazed _. I ,a (C) Production Glas,ir.q may differ from that tested as allowed by ANSI/AAM,AVNWWDA 101/l.S. 2, I0I/LS. 2/NAFS or AAMAjwDMA,`CSA A � 101,11.5. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. DISCLAIMER: The purpose of this installation drawing is bD present the .1 (D) ror Fastener Location & Quantities see Sheet 2 of this driawing. See Note (H) regarding deviations. manufamireir's recommendations for anchorage [i.e., concrete screws, wood Concrate, distance from I - ri (E) scraw edge measured edge of concretelmasionry/block to oenterine, of concrate screw must mard or exceed 2 screws, tapping screws and Vulkern Structural Adhesive (or other approved . , ' .1 14'. Minimum Pans See size no embedment per List. Note (H) regarding deviations w ....... ,*. i,� (F) Wood or tapping screw equal) as applicable] to achieve the design pressure Spec Fied on the . a edge distance riestsured from edge of wood to cenerli no, of Wood or tapping screw most meet or exceed I �, -1 ., 1. fenestratiOn product as required by the 2001 Florida BuilZg Ciddle (FBQ, ­., �, Minimum Pans ".I......' size arid a mbridnient par UsL So. Note (H),egra,ding deviations. (6) All field supplied holes it' tric frame (If required) Will be 3116" indfameter for 3/16" diameter concrete screws and #10 wood screws. Section 1707AA, 2004 FBIC-BuIlding, $e0ion 1714.5.4 and the 2004 (H) Any dowation less than the mininnum requirements Stated must be approved by the manufactAner or engineered by 'other" Design FBC-Residentfal, SeLton R613,6. Recommendations regarding flashing, Drawing No. FLEX27110 Professional in accordance with the applicable Building Code and Product App,oval. sealing, sealants or other joint sealant practices does not constitute a warranty a either expressed or implied, Sheet I of 2 - Sheathing I' Min. . N By Others Embedment GENERALNOTES - Frame Width 9 - - (W-1 Scr. - Buck Width I � X Seat Between -) Two By Wood (I to 15) Sea General Notes Oravving FLEX20100, Sheet 1 & , 3, . 'm Window Fln & /- lo Others 2. 0, 0 - � R I . ,_ �9; -. t a , ---- 11'..] -, She thil g Zte 4.k)) Q, U M " 2 12 Q (A) MIlesione Series 2000 Fixed Aluminum Wiaclaw a shown. 4 ,4 11 cNote 2'a & 2.c.1) \ Also applicable to Series 11000 Fixed Aluminum Windows, In 0 %I P1 A .. I 2 F 6 I � 9 , 0 0 A -lvl (D(�)__� I (8) Drowing applics0le to Non -impact Resistant 0 / � . r - Shin, As Req'cl, glazed V , , 1 § I I � � //// 1/4' Mo- windows. - F I I . i P Exterior � � . ,# /// < i I . Finish - / Na'e Do) (C) Production Glazing may differ (rorn that tested as allowed I I Fast( ---------I -9 � � - I by ANSI/AAMAINWWDA 101/I-I. 2, IQIJI.S� 2/NAF$ or I � I � By Q-thers ; Spacing I I ,-h I 1/4 ' Max, AAKAIWDMA(CSA IDI/I.S. Z/A440 and applicable Building // i I __ 1�1 Shim Space Code. Sea Note 12 and 13 on Drawing FLEX 20100 for further I (See Below) � � ! I % � / // I I ­­­� ciewis. Frome 1­1 d / F-,--------,-- O) For Fastener $pacing See Elevation View on Sheet I arid & Buck i - , _ Fasteners (Typ.) I Pe-li,ie ter Notes (L) & (P) on Sheet 2 of This drawing. See Note (H) Height f � I I IF. 42 Seat By regarding deviations. //� - i 1 Othrs - ;X/ I . (E) Wood scraw anad net withdrawal values used to generate I ; I § � �O (Note 2a I the fastenuig 8 13 � recturremen, re based an Spruce�Pfre�Fur with i o: 3: to " I I & 2 cjj, a Specific Gravity of 0.50. Sea Note (H) regarding deviations- I IJ ; i 4 'E I S I I L� I I (F) Wood or tapping screw edge distance measured from edge I I , § � i7rame I of wood to ceni of wood or tapping screw must most air --:� §FM A ,j f -v -s. -a* 6 Ruck exceed 1'. Minimum size and embodiment per Parts List. See N IL Height ELEVATIO 4-1/2' Max, A a I Height Note deviations. I � I (F.H,) (H) regarding � 7 (B,H.) (G) Nall edge itteloonce, measured from edge of wood to VIEWED FROM EXTERIOR (Tylp.) j 1 E g I 2 . I centerfina of nail must meet or exceed 9116' or 5 times Shank Lt R I I Diameter, whichever is larger. Minimum size and embedment Hecti. Sill & Jamb AnchQr Sciiacl I I I �: Perimeter Interior I - I I per Parts List See Note (H) regarding deviations DISCLAIMER: ree � F Finish I Wood Screw - TO 70 PSF D,Pj 18' O.C, Max. III d " kwulleori I Seat By / I (H) Any deviation louse than the minimum requirements stated VIi By Others i 4,rwiry . w P-If " . Othi^S ,_ C:t7 I must be approved by the manufacturer or engineered by "all I ... r.dl.fl _/� (Note 2 / Design Professional in accordance with the applicable Building NaK niaxmiendations for I - . I orishoog, P..., w.d III I I & 21C il) Code and Product Approval. 61 PSF TO 70 PSF D,P,: 5-1/2' O.C, Max. I tew3m oi� .vi "M � I (1) Airfield supplied t,olors in the Inime (4,equirl will be 3/16� 51 PSF TO 60 PSF D,P,, 6-1/2' OZ, Max. I I �Iwwi aw 'w"a. pl- � I I.. . I - ____� in diameter for #8 wood screw or the shank diameter of the 46 PS7 TO 50 PSF D.P,: S' O,C, Max, ,pimified w � rwast,e� D '*---Shim I . 41 PSF TO 45 PSF D.Pi 8-1/2' Oc. Max ormaos-winatoytre cq,:�,,� I . As Reci'd. nail rounded up to the next standard designation diff'Itit size. 2DDI Fkrida ISefto Qkx # i 1/4' Max. (Note I.b) ' 36 PSF TO 40 PSF 1loo 9-1/2' O"C' Max" (MIC). S". = 4A, W4 1 1 1 �� - - (J) Wood Screws arid Nails $H&I, NOT be mixed to Wien the TO 35 PSF ILP.i 12' RC Max, mc-150,11,9, S.o. Exterior 41 I Finish --------- I ------- -- T.. By Wood Sam' assembly, 171.4. 4.10"ZON I I HC_ 11 B by Others Roolanal Swoon 45� � I I <Note 4o) A — RAJ36. ;Q�Molftitxw lix -I i ,reirdwo %hol, -linn, " I _____ Min. I � I., . ! M Frame Width I I _ft..t1.I.1't_xr,1 1 � — Buck Width - Shim As Req'cl. Two By Wood 1 V.tk- d- ixit -VAM !" 1 1/4' Max. (Note Lb) ; . ..'rontir ever oxInesoo Seat Betwee,, ,F.W. & &H.) �_ by Others Fastener ! or 'Plod, -1 141- j _- Window Fin (Note 4,b) I i I' Min. - 11 Deft: 119107 Sheathing ! Sole: WS (Note F.o ll� 270 Sheathing ff - : - (Wood Screw) By Others i Drawe BY; RIA I t -J-,- Sheathing "�_� Chocked By: Ill By Others I ,--,I --.P I I i '11� R~). Arnowiliel, P.E. i I Kn. � FL Lioeriser, No. 49752 PARTS LIST 3 i I / I I ml' E bedment i 1 khLaq - FinFramis I (Wood Screw) I .%mu I I - ,Z _ 2 �111 - Fin Frame - - ­ .. ..... I'll ...... . . .. 3 Jamb Fin Frame 7 1 Attachment � - , � I Fin , 4 j�dt Used . � � !�7� � 1�:_�'T I : I . : 5 Not Used .�. .. . �, ': ..'' . a 'j -IF , . . � - . . 6 Glazing Bead I . � ,. �, :, �: , , � . . 1. I .. 7 Glaoin -See Note El)aridl (C) , i:;:, ,,��­_ . I '. . � I . I Seat Between q I' into � I.. _ I I . Window Fin & Wood Screw or Nail Head must be rr,.� . — ,. . I . . 10� 8 #8 Pan Head Wood TaRpIng Screw or with a minimum embedment of . . , 104 .� the structural wood substrate. See Note (K) on Sheet 2 and Detail A on this �- -_ - - she. thing in full contact with Attachment Fin, .. ....... , �. drawing and Note 4-lb & 8 on Drawing FLEX20100. Perimeter (Note Ra & 2.c.11) Centerline of fastener shall be . ..�-`,. .-., . .... .. * 9 Round Heed Deformed Shank Nall with minimum 0. I IF diameter (1 I GA) and Seat By Exterior approximately 9/32" from edge of ... . Othrs SECTION R-Q Finish Attachment Fin- -1 minimum embedment of 1-7/8' Into the structural wood substrate. Sao Note (N) an (Note 2,a ... By Uthers DETAIL rawring No. FLEX27i�o Sheet this F � and Diotail Aunt drawing and Notes 4,b& 9 on Drawing FLEX20100. I & 2,c.li) Sheet I of 2 1 - I ___ Seat Between i Wood Buck III ,- Masonry Opening Seat Between Window By at,., Flange & Wood Buck (Note 2a s & 2,b,ii) - I I i � Frame Woth I� j - Fra'a Width � , I Im, . I A -� � A r, e Z; 6 I I V -isp <Note 2.a & 2.1c,30 / -� - - One By Wocal Concrete Or 7 Buck By " 0 Lhers , , / T14-( Masonry opening By /-<D Others "'i I -::-:: I � I/ 11 fl/ //�//// -1 / I A I IN -1, t . ,I : 7 2 F . va i � I 3 8 A ;3 r -] Frame a I � ,I ., � - . H ight , . . � � I C'Note T) 11(_,4__�__,_11, B B B I B ; 8 Vl 8 I F.teror Finish � - � I , I I I : , ; - � : M By Othe's . 1-1/4- Win. 4 — ; . - . 1 \'ll A Embedment / I EXTERIOR ELEVATIO a `­� I - A A _,_j A ---J 0. IT ?-- 10, I 1__­______.__7 --I 1_1­_1', >< 1. i 3 -,t j I uck th 1 1/4" Max, Shim Space \i,-'d I (B W,) � I - 1-1/4" 9 ;2 3 iii f 1�r 1 ' Min. 9 i I - a _j Perneter See, � 1 . By Others Shirt. As (Note 2.a & 1/4" Max. - [-- Embedment Shim Space - ,� _-U iio a 9 9 A .5 % 11010 (Note ta) ' Frame �i ,,-Buc:k Shim As Req'd ___"� By OI,her:I, I . 9 I (Note 4a) 9 I . Hel ght (Note 1,a) 1_­1 I 9 - u. I s, (D 'V,H,) 4 8 Buck (D Height 4, (RH > I "'� 4 17-1 GENERAL NOTES �� (11 to 15) See Genowal Notes Drawing FLE)<20`100, Sheet . 2 - ____ 5111 . 6 Shin As Req'ol, 1 I ! (Note l,a) : � 1 &2. (A) Milestone Series 1000 Designer Fixed Aillartinum ..�,� Sea( Between WoodBuck & 113 1 Masonry Op"Ing Pe? I t S I By QthE 6r I �,rs,, Window is sihown. Also applicable to Series 20DO � Designer Fixed Aluminum Windows. 1 4 8v 15-thers a ,�otp 2.0 9, 2k,li) 9 I I I (Note � 0,11) � i . - -_ (B) Dritaing applicable to Non-Impadt Resistant glazed Perimeter Seat __� windows. By Others --_ Seat Between I .0 5 � �Exterior Finish ___T - I BY Oth- (C) Production Glazing may differ from that tested as (Note P�a & 2,b.10 allowed by ANSWAAMA/NWWE)A 1011I.& 2, 1011I.S. _� concrete w1riclow Flange . ` & Wood Buck A, I 1/4' Mcx, I 21NAFS or AAMAirWDMA1CSA 101A.S. 2/A440 and Exterior Finish ---- Or Mosonr%y <Note a'a 8, ,?.I), 11) --- - . - f� - Shim Space Seat Between w.nQIQw Flange ,I � . L L Wood Buck , I applicable Building Coce. See Note 12 and 13 on By Others Opening By Draerfrig FLEX 20100 thirfurther details - Frame Width _ Others (D) For Fastener Location & Quant'i see Sheet 2 of (F.W,) SECTION Q- - tZ - Date, 1/9107 Some! KTS CNote 2.a & 2.1d.01 I this drawaV. See Note (H) regarding deviations. Provere Wil, R)A � I-1/c min- Embodmerit \ (E) Concrete screw edge distioncer measured from sow PARTS LIST of concrertelmasonrWbIcel; to oentertme of concrete screw must meet or 2 1/4'. lifirilmum; I tleg - Flange Frame I Cluldred By: JH Robert). Amoconoscir P.S. Conc ete Or V_ c On. By Wood exceed size and embedment W Paris List. See Note (14) 2 S' ill - Flange Frame Fl. Licarse No. 497SZ Seat Between __/4asonry Buck By Otners Dpening By (Note 4,a> Wood Buck & Others regarding deviations. 3 Jamb - Flange Frame - Usecl (F) wood or saping Screw edge distance measured from 4 i4crit ,1111,11111119411, . , masonry Lipening edge otwooa to oanterin orw000 or tapping Screw 6 Not Used 'Minimum ......... - V .+ 1.4" I - �_ By Others (Note ad & 23a,11) must meet an exceed 1 �. size and 6 Glazing Bead embedment per Pans Ust See Note (H) regarding 7 Gluing - See Note (B) and (C) N ,;Pgq64F411�.- -. . ., , & DISCLAIMER: The purpose of this vostafladdr, drewing Is to present the manufacturer's recommendations for anchorage (Le, concrete screrr� wood deviations. 0 3/16' DIa. Fiat Head Concrete Screw With __ — - — - (0) AN field supplied holes in the frame (if required) *11 be ­i.lnli,�Znn woliii�4ioiiili In shear oF1 80 lbs at 1 . * I r7 screws, arid lapping saews3 to achieve the design pressure specified on the 311 6* in diameter for 3116" concrete screws and #10 114'embiodment. See Note (1) on Sheet 2 and I ........ fenestration product as required by the 2001 Florida Building Code (FBO, Section wood screw$. Note 7 on Drawing FLEX20100. 17-1 ., 1� - 1107 4A, 2OD4 FBC-Builohng, Section 171i and tile 2004 FOC-Residential, (14) Any devistfion lose thorn the minimum, requirements 9 #10 Flat Head Wood or - ap � with a . 1__­___.­._._LL .PRO-Eiaim ...... �­,11'0141 Sectl�,IIR613_6_ Rasp ... menchation. nogiarding flashing, sealing, sealants or action stated must Its approved by the manufacturer or intrilmurn embedment of I-W Into *StrucWral joint sealant piacbcois does not odrelituts 6 woonally either wqxressed or Implied. engineered by"other'Desigi Professional in Two By Buck or Framing". Sao Note (K) on accordance With the Buticling Code and rawing No. FLEX28110 applicable Sheet 2 and Note 8 on Drawing FLFX20100 , r Product Approval. Sheet I of 2 __ � CONCRETE SCREW INSTALLATION CHART FASTENER INISTALLAUCIN INSTPUCIODMS � FILM7110 i E y FASTENER INUAMAT10" lf4SmucTTONs - FL"110 DAMN PRF$WRE RATING & RIC 1xv. JAM. 1 ,� CODE COMPLIANCE I AJIS' DIAL CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK! . : TIP T 0 TIP SUCKSOE -- ,� C E 3116' DIX CONCRETE SCREW WrM NON-SMUCTURAL ONE BY Wow BUCKAND CONCRETE OUILD-POWN: . TOMPSF TO M P$F V - X �- - (R) Installations depicted in these ___7_ (1) Where winclow is Installed in an opening with a ron-structura. one by wood buck for the head and iambs and masonry or concrete sill, Installation is as - P , L � i - 1-1� !2i's),ii 'i - 1) � R - (1) where Window is insalled in an opening with a nori-optictural one by wood buck for the head, sit and janitis, use a 3/16' instructions acceptable for design pressures 1 51-ftiii 1 ­17 'i I follow, 1 �2 11'. . I�s 4 � - At the head and iambs, ust a 3116� diameter concrete screw of suffici.ent length to achieve minTrurn embeameni of 1-1/4" into rna5Qnry or concrest. See ,% ,� . diameter concrete, screw of suffidentlength to achieve minimum embodmentof 1-1/4� Into masonry of concrete. Sao "Parts Ust' to 70 PSF Design Pressures (DA) are on Sheet I of this drawing for corcete Screw sl;m, embedrineritand load requirements, See FLE)Q0100, Note 7 for additional positive She negative, Overall window t2 11�­ � -1 Tartc; use on Sheet I of this drawing far concrete Screw Size, embedment and load requirements. Sao PLEX20100, Note 7 for additional concrete screw . ! 1 96 Concrete screw requirements, assembly design pressure may be less than . Ift. ys �1 lmiix, 3. 4 a requiremenits E 8 § -8 (3) Fastener specing shall be per Notes (N), (P) art (Q) below. that shown In the forsternerquarrity table I lie Vs.. 62,.,S�4g r - -4 ----y- - At, the sill, apply a Structure! Adhesive Sealant for tile ful; length of the Sill meeting the requirements of Note 2.u.1 on FLEX,20100, . - �_ 5� I.- W 4 4 and shall be determined in accordance with __ 53 1 v-!iC 14 V M� 1. � A (3) Concrete Screw installation fasteners shall be spaced as ficilows, (we �Ievatjorn Vew an Sheet 1)� go � 410 WOOD SMW WITH STRUCTURAL TWO BYWOOD BUCK AND CONCRETE BUILD-DOW1111. USED WHEN TWO By Note 13 of FLEX201001. - - ­,_�J11tTSZ2__ , ­1 _� -, -­----iF­ - San(* Will) & 2= head & )zmbst ,a � 2 I � BUCK EMPLOYED IN LIEU OF ONE BY BUCK (TWIS CONFIGURATION NOT SHOWN); (S) Production Glazing may differ from ,,V.?8i6&­ Ir, that .110.72 fi�,_7, 4 5 1) 5" max from each comer with remaining qpan" of fasteners evenry spaced between me comer tested as flawed by ANSyAAMAjNWWOA . �_. U 14,83 4 _6 � � � - ._­._WQ­_ ­-Wri 1_1__.4­._..­1­­11 -1-1 Zh (K) Where window 1, Installed in an opening with a smucturai two by wood buck for the head, sall and Iambs, use #10 wood Screws of 101,11S, 2 101/131 21NAFS or �� � s7 fasteners. .-I--- Ift See Concrete Screw lastallabor Ciiart at left for quantities of f,airtaners to be placed in head and jamb.. M suffident length to achieve 1-3/8' min. embedment Into the two by wood buck. Sao �Parts Lisr on Sheet I of tNs drawing for ;;;I�MliVCSA 1.01)IS, 2/A440 arid r-7,z7-7 7777 ----- 771-77 7- ,� 2 ') i4) Maximum Design Pressure for this Install itan is 70 plaf, . wood screw size and embedinent. See FUN20100, Note 8 for additional wood screw requirements. applicable Building Code. See Note 12 and I - ­11 'i - !a ; S g (L) Wood sciews "I not be used W fasten assembly Into the end grain of wood. 13 an Drawing FLEX 20100 for further I iv) Toi�c nixe is +/- I". This tolerance is applicable to the evenly spaced distance. j � I �,i, 'i � I comer distance measured from tip of frame, I M .- 3: (M) Fastener spacing shall be pan Notes (0), (P) and (Q) bol-I details, I .�'ii � � J� v ­.1 U. .- _563, 1 - �L__ _�m__ ._---- , vi) For wirtkm,; greater then 96" wide; all heights and windows loss than an equal to 12" high; all widths, see excelpidoons In the willotw section of r -9 t (T) Coriaelre Header at head arxi two try sy �� 'i-I --- ­ W�­11 ­ , the Concrete Screw Installialtilim, Chart at lei .9 FASTENER SPACING (See Elevation View an this Shselt)� wood buck and/or framing at the head, sill I- 6,r�SP 1. - 11.� i. __�_ ____ -1 ___ .012 NJ tdNiis __ - �� _� 'r 9 and iambs to be securely fastened to ____Ca�'�_,_ -, _a�rr­ ­­_41, ____ ---I---- #10 WOOD SCREW WrYH STRUCTURALTWO BY WOOD BUICK (Sioe $Wien A -A, Alitharrurter an Sheet 1. Similar for Section WO); 9 - - A 2� (N) Concrete Screw spacing shall be as follows: transfer the load to the masonly, coricrese 6.81 1 ! � --- l(l � . - S* maximum from ead, comer of head, 5111 or Jambs, or other structural substrate per U)e FBC 7V7 .2 _T� I , - (K) Where, window is Installed in an opening with a structural Wo tiy wood bluck for the head and jarrits arid a masonry or concrete Sill, Installation Is as follows! iN A i I t - evenly spaced between comer anchors but ret exceeding 15' o.c. spacing in head, MI or Iambs of quarber-circhil, quarter-cirde mid the engineer of recorifs details as 1.11 � �­ 6 1 ir- 1) . At the head and iambs, use #1owtociscrews of suffinentlerigth to achieve 1-318" min. embedment into the two by wood buck. See "Parts List, on . S,u arch and haff-fain configurations, or applIcatife. 1.il, 71,1 ___6__ -1 Sheet I of this dfrawmg for wood screw size and embedment. See FLEX20100, Note 8 far addroonal wood screw requirements. � ,f,� 8 w evenly spaced between comer, anchors " not exceeding 18" art. spacing In head, sill or)ambs of ail other configurations Pat (U) See FLEX20100, Notes 10 to 15 ran 7�m - - _�Z � I I - At the sill, applya Structural! Achesive Sealant for its ful' length of the Sill meating the requirements of Note 2.1cl an FUD20100. 10 .2 mentioned above, and ! ­� -3i 5 a i E 3: additional FBC Code compliance, 1 7,r� . -Iii 5 3 W # 10 Wood Screw installation fasteners shall besip" as follows for all wifirkiow stool; (sea Elevation View on Shed I). Tolerance is +I- I'. i - tolerance is +/- I", and , __ _i��Zi � - - __1 __ -;is--- __­.__�__ ____ ____�_­_ This tolerance is applicable to the evenly spaced distance- Comer distance measured from tip of frame. ,V 18 : this tolerance is applicable to the evenly spaced diffta : " . - 73.6SIfti - rae'� I 11�� �,, ,� w � - - I - Series 1000 & 2000 - head; 2 Comer distance measured from, tip of frame. __T�,��nm, ' 5 , ­­ ­ I) to 45 psf,, S' max fram Corner & 17" o.c. max. -----M?- (0) #10 wood screw spacing shot be As folows, 1 Niv ---­PTii3T­- ---�­-- ­­Z' it) 46 to 60 i 5" max from comer & 16' o-c, max. Zh, 5 - 5' maximum from each comer of head, sill or iambs, ir,i� "I .." a I'_'i ri) 61 to 70 psf. 5' max from comers, 15' O'c' max. 311, ii.1_8 - __ - ----,T- ____T_ t a evenly Spaced between comer anchors but not exceeding 12"ox- Spacing In hesid, S11 orj ,bafor I lilx�ll 6 1 . - Series 1000 & M - Iambs: 111 1 3111 configurations, am did fic lowing ' __ - li�l __ - -8- � e i --- 2_ 1) to 45 peri S" max from comer & Vr ixc max. I I § k a eyebrow I R408T_�__`631_�TrW______F_ 3 11) 46 to 60 Dirt 5� rrox from comer& 10- o.c. max, j! il­ M­ - - o 3 -_ A� . � � a half -circle arch 1 U. 96 !a. � it!) 6tto7O psf. Sy maxfirom comer8i8'o,c, max. � .1 0 half -eyebrow = �8 __ _6 - (M) Wood schows shall not be used to fasten assenribly into the end grain of wood. el I'll � . a ocilegon ff I 11 -6 - - -. - - �---- - [�z - - .- 6 I (.�. !I - I [ moii ��17 - ii ___ 2 __ - DESIGN PRESSURE RATING & F8C CODE COMPLIANCE !it � � a I 0 Nn -- §;i�ELr­- -- �;,aT- -- - - -- I�-- - - ­__ �� _ ___ � � _ 0 pentoid - 1 ib..12 e,,��n ----- ' --- 3 � , I 0 fUll-sincie I _Nv�_M __`ft_1-`i­1_1_1'11,i­ "i I (N) If ex,aa window size is not tsted in fastener insloilatton chart for concrete Screw inaliallatbris, use fastener quantity listed for nod larger size zt SK 1 Z, ;�, I 0 hiefirmcircl, ­4 - � B (0) installations depicted in these Instructions aroeptable roir design pressures to 70 PSF for the window sues s, hown in the othart Design Pressures (D.P,) are 101 _11.1 0 triangle Cil� 2 - --- - - --- - , I 0 trapezoid 14�wvo t;ti.;W� -e � positive arid negative. Overall window assembly design pressure may be less then 70 PSF W governarl by the glazing WO shall be de"ined in accordance With g. - r, 10�111 rr'd' , rs 7, _T3, I IiYi­1 - s~-) 2 ('�' ' Note 13 of FLEX20100, I _ __!_ I' I I Mio� ---- - -- __ ____ __ - 1 &3� - a oval --.---- ___ - (P) Production Gating may differ from Mat tested as allowed by AUSIIAAMA/NWWDA 101/1 .S. 2, 101A 5, 2/NAFS or AAMAfWDi 1011T.S. 2/A440 and dollar 115/07 - evenly spaced beirvireen comer arldhors but not exceeding 9' o.c. swing In head, sill or)ambs for the following 10.21, 101�n o (-., & �) 2 I- I & 3, ­ --- --- F6&5F_­t_­_, - - - - - _5 i W�r_ ` 9-51, - __Yri;ir�r�l_ 4pproilloic, Building Cucle. See Note 12 and 13 an Drawing FUDU0400 for further decals. ScIft NTS configurallars, lcl��`Xl . tw- Mr. RIA __ 1 " 11 ('01 i - � - f- I ,)) (Q) Two by Wood back and/or framing at Me head and iambs to be securely fastened to mainsfer the low to 9% malsortry, conforete or oti strudura! substrate Checkoii Sr. )M 0 quarter-orcle 12N12- __ 41t�,, 7(-21 I I'. 1� I � Z11 per ft FBC and the engineer of record's cletairs as applicable. - a quarw-drdle arch 11.1e -, 1 I- �) � - I . 1) 12Nn ­?, '1�7, 2i-16�1 (R) See FLlDa01 DO, Notes 10 to 15 for additional FSC Code Compliance. 0 half -far 1- 119,i3l 7�­,�r �(.w'&Z, - tolerahoof is t/- I", arid IZ008 11 - '(�2, 1 I- !I . 1, this tolerance, is applicable to the evenly spaced distance. � : Comer distance measared from tip of frame, 2L i_­ ,I r` 12, %, .41 "t-k".", �,N - ­?" � (P) Spoorig in Note (N) arid (0) above based on the use of either a coronets screw or #10 wood screw as required far securing the ; 1­111.­I,vt.!ire­.��­­ winclow frame Into the substrate as findicivis (see illustration this ltheel:)� I �i .-� .- �. . 6' I. I' ��_ : Concrete screvv into concreteormarsonryustrig a non-strudwal0ne sy Wood Buck, I 1,,07,),I.W­�­­­� I I _..­­__,­­,i.�­- /2\ #10 wood screw into a TWO By Wood Buck Structurally attached to condivitil or masonry sultistralie. I ,ri-1. fi�,.V­_, ­­� (Q) If configuration requires combination of concrete screw and #10 wood screw in either a head, sill or *no, the kywer of the 2!1_­e t. t", 1�wl �"A . I �v - te iwt� Iriie - maximum spacings above shall be used. � �. ---- Drawing No. FLEX27110 Sheet 2 of 2 — From. Width Eyerly spiq,,Vc� __� F.Irt.rars __ 'IT . 5, w..., _S�� (Typ-) /,, � __T_ - FF .AD - I Fro me Height Evenly SPOI,Ild F.rit­ JAMM13, 5, mcx (ryp.) (Typ ) _,L - ,,,,,- SILL ,-I - __T____ T - I 5, W. r Cirri-) , Eviinly - 'Apaced - I ­____ - F-ter-ni I (Typ-) EXTERIOR ELDLAIION FASTENER SPACING ILLUSTPATION 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 BUCK USE 3/16- DIA. CONCRETE SCREWS AT 18" 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) USE #10 INOOD SCREWS AT 12" 0-C_ SPACING TW PACED 5" MAXIMUM FROM CORNERS, (NOTE: 12" SPACING FOR EXAMPLE EYEBROW APPLICATION, OTHER APPLICATIONS MAY REQUIRE 9" SPACING PER NOTE (0)) a K - � � i :� .- -,, IF, � -IlO�, � � � � �q I � I I . , . .9g 5 8 's a P w � �: I , P . F,4, 7 � M gla � g-211 � . 1 3: � Z -_'8 j 5 �x 15 M it -.s Z � g18 . � ,� 112946 . . " IF t 1 i i-1 �1 'I , , is Dow, 1/9/07 SCSI*.. Ni brewer Dr. Pak Chrodrod Bin _1H � Drawing No. FLEX28110 Sheet 2 Of 2 FASTIENER INnALLATION INSTRUCrIONS - FLEX27120 #8 WOOD SCREWS., (K) #8 Wood Screw must be of suffident length to achieve minimum embedinterri: of P inbD the two by wood franning. (L) Spacing of wood screws shall be, 4-112" rnax. from each comer of the head, 911 and )ambs, and : eventy spaced between comer fasteners but not exceeding 18" ii.c. spacing for the head, sill and jambs as shown in Elevation View on Sheet 1 of this drawing. Tolerance is +/- 11, This tolerance is applicable to the evently Spaced distance. Zh : Comer distance measured frorn frarowflmck width or height dimension of frame. (M) WOW Screwis 0011 not be used to fasten assembly Into end grain of wood. NAILS, (N) Nails shatl meet the following requirements; . 03 13" dilarrieter or greater, . suftent lerigth to achieve iminimum, embedment of 1 7/8' into the two by wood framing (generally, nail 2 3/8' "gith or greater "ll meet this requirement), and . helical (screw) or annular (ring) shank style only. (0) Manufacturer's nails meeting these requirements are (but not limited to) line followinq� . Pasiode deformed shank nail, No. 404947, 404537, 650111 and 650148. . DurO-Fast deformed shank na No. 32S. (P) Spachng of nails shalt be: . 4-1/2" max. from each corner of the head, 91 and jahil and * evenly spaced betweein comer fallUmars arid not exceeding o.c. Spacing for the head, sill and jambs as shimn In Elevaton View on Sheet I of Oils drawing. : Tolerance is +/- I", Thts tolerance Is applicable to the everkly spaced distance. ZL Comer distance measured from firanneybuck width or height dimension of firome. (Q) Nails shall not be used to fai assembly into end grain of wood. DESIGN PRESSURE RATING & III CODE CIDIMPUANCE J i_z le (R) Installations depicted In these Instructions acceptable for design pressures to 70 PSF With fastener spacing .9 �. P S i � � -,� � shown thp Ek-iration Mew on Sheet I of ths drawing for the following window Sizes: A V T � -. . to 52 118" x 95 f4 . . � to 63" x 80" 2 I i5 i . to 711 x 71" ,� � , .8 2 - to 73" x 73" -9 8 Z- 9 I - in 831 x 55 1/4' t: q 3 : to 95" x 49 5/Ir M ";i I � A � to 119" x 37 3/8" I ,g , Design Pressures (D,P.) are positive and negai Overall window assembly design pressure may be less , � I� I than 70 PSF and shall be determined In accordance with " 13 of FLEX2DIGO, I (S) production Glazing my differ from that tesecl as allowed by ANSIIAAMA/NWWDA 101/1,S, 2, lot/I.S. 21NAFS or AAMAtWDMA/CSA 101i 2IA440 and applicable Building Cocle, See Note 12 and 13 on Drawing FLEX 20100 for furt1her details. . .L� 1Z .1 § Be � !. (T) Structairal two by wood tx� and/or framing at the head, sill and jambs to be securely fastened to tratisfeF ni -C �: E 9 I the load to bre wood structural Substrate per the FDIC and the engineer of reccird's details as appllcable� -6 . - Z. 9 (U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. § ! j ,Vix �j c �r � 6 Q I. � I 0 R� A .0 I � 9 9 f�, g I g R tg 2 � I I I , � . DOW 1/9/07 Scaler N FS clarown BY: RIA Checked BY: 3H Drawing No. FLEX27120 Sheet 2 of 2 :7 1 " M I n. - - 10 X. --�9 Frame Width 9- - / ,1,14' "" Spa c 'C' I Emb n1mr,int -- Sea[ Behind Fin . -----I-,- - Buck Width _____ ,­1 � A ,�,­­� ,,,V­� (Noto 2.a & 2,c.!) Two By Framing A . , F, By Other-s i a, � g - I (Note 4.1a and T) - , - - S ecthing / Build Down Sh'm As Req'd. - / By Mther-5 'Note I.b) ----------T - 4 � R By Others --_ te 1411D and 1) Sea(sBehind Fin 03 2�a L 2.cAl) b a ,� Y , I ��� b , .-I. e (�(D --,, , 17-ri Shim AS D I f � � 7 -,,�,Z/- � f� /�Z�__� I 2 n ; i� , I � Req'd. A ,// I , " 'n's a 1� I 2 , I ( 1 7 / I / & UUCK I M -N I __..z� ,Note .b) :-:I 1, , 1� 9 I Min. Height - If L :2 1 �� I/ F Embecir,ent B I : 6 -I- I t 9� ___�1111- I � ,,� (Wood Screw I w ,, , ) t -i , Mo � �411 Exterior Finish -//�L6: ---, . �. I 1 By Others , �P­ �- Shoalthirig 1:: i By Others G 42 rerlmete, 4eat � u. . = \-Exterior �I B y Others A 9 � A � �. (Note 2.a & 2,cf) � Finish � � . -� j By theirs EXTERIOR ELUATIO .is § �5 Bu of< 6; \__ L § 3 -F I j Height Frame Width Perimeter Seat !� iF - Buck Width By Others � A � (B.H.) _-07 ,F,W, & 1W,) I i ',Note 2a & 2.c.ii) 2 a 3: � 0 Frar,te Perimeter , I .R 6 g Height S I I w ,C _@ DISCLAIMER: The purpose of this installation drawing is to porscrot I Q i ? (F.1-L" i[ "."". t,..t the, '. - / Sh;rn AS the manufacturre's recommeiftlations for anchorage (i,e,, wood I R 1 f __7 screws, tapping smews and nails] to achieve the design preswre R '2 F tj ,9 i & 2.c.11) Req'd. - Specified on the feriestrallori product as required by the 2001 Florda . I m ,_� Z v9 I / (Note I.1b) Building Code (FBQ, Section 1707AA, 2004 PBC-Buildingf, Section GENERAL NOTES I 1 X (I to 16) $as General Notes Drawing FL17)(20100, Sheet I & 2. 1714.5.4 arid the 2004 FOC-Resident4il, Section R6136. liecommenciathons regarding flashing, sealing, Sealants or other joint I g 1 4 �_ W�7" (A) Milestone, Series 1000 Designer FixerfAluminum Window is ___ ,/ --I- sealant pro ces oes a wana ei or . - shown. Also applicable to Series 2000 Designer Fixed Aurninurn implied, I -Z 1 '-ter,d, FInts, L 1/4' Max. Windom. � iy i �� Shim Space 113) Drawing applicable to Nan-Impect Resistant glazed windows- Il �� I (G) Production Glazing may dollar from that %sted as allowed by - I I . 11 - (� �q ANS1jAAMA1N`WWDA 101/1-5. 2, IOLI`I.S. 21NAFS or AAMAJWDMA)CSA , 101ILS ZIA440 and applicable Suidn code, See Note 12 and 13 on . 451 6 ___ \-Two By Framing Drawing FLEX 20100 for further details - -7 A" i 61 I . By Other. (D) For Fastener Spacing see Notes (L) and (P) orr Sheet 2 of th'! Min. T! i �Note 4.1a and T) drawing, See Note (H) regarding deviations, .1, SHEATHING ­-_­­� I BY OTHCRS \_ sea( Behind rin (F) Wood Screw and nall withdrawal values used to generate the Pastener (Note 2,a & 2.cJj) fasterung requirements are based on Sidnive.Pfre-Fur With a SpeCtfic --,-- I , - I M I n. Gravity of 0,50. Sao Note (H) regarding deviations. I Varts; 119/07 EmIrieciment- - - (F) Wood or tapping Screw, edge distance rineasured from edge of S-1. NT S ( wood Screw" wood to conteirline, of wood or tapping screw must Meet Of exceed 1 *r I Drouirn Dr. RJA I Minimum arm and embedment per Paris List. .See Note (H) regarding checlied By: M . SECTION A -A deviations. I-A-M-_ Robert I Amaniosil, Pit, PARTS LIST (0) Nail edge distance measured from edge of -oW to centerillis of F. Lloonisp No. 49752 I � 1 Head - FinFrama nail must meet or exceed 9146" or 6 times Shank Diameter, whlchevw , 2 Sill - Fin, Frame is larger, Minimum size and embedment per Paris Ust� See Note (H) 311111111110 I - ____ - - - __ - - - A __ 1:�F - . IT 3 Jamb - Fin Frame regarding dev,isdorI ........... .+__ 4 jZtUsad (H) Any deviation ioss, than the minimum requirements stated must be H Attachment , I , %jjjl94jllll,;%.V 5 Not Used approved by the marrufactuw or engineered by Vhee Design r_-_1 F In -� '. I I _?.. . 1 6 GWj2g Read - Rigid Vinyl Professional in accordance will, the applicable Building Code and _­ ­ _-, . - I 7 Glazing - See Note (B) and (C) Product Approval. - 8 #8 Pan Head Wood or Tapping Screw with a minimum embedment of I" into (1) All III supplied holes in the frame Cif requlrokl� will be 3/16"n Wood Screw or Noll Head must be - 1. i , . q darrallsin for #0 wood screws or the shank 04 ... emeter of ft nail .. the structural wood substrate. See (K) on .Sheet 2 and Detail A on this in full contact with Attachment Fin. , - - . �, .. .. - - - It. drawing and Note 4.b & 8 orr Drawing FLEX201DO, rounded up to the next standard designation cliff bit size. Centedine of tostener shall be , ,� Wood Screws Nails to fasten and j�dA��,Iii!PT be mixed the same approximately 9/32" from edge of ­­_­...-i-.. 9 Round Head Deformed Shank Nail Min thimimum 0.113"rimmeter (11 GA) am (J) .." minimumernbedmeritt,t'l-TWInto the structural wood splastrorte See Note (N) on assembly, Attachmen� Fin. Sheet 2 and Delatil A on this drawing and Notes 4.b & 9 on Draw" rLEX201 00. DETAIL A Drawing No. FLEX2�120 If I— I Sheet 1 of 2 EAMNIR INWALLATION MTRUC1711IONS - PLEX21l #8 WOOD SCREWS: (K) 98 Wood Screw must be of sulfificiert lengt1i to achieve minimum embedment of I' into the two by wood framing or the build -down framing component. (L) il Wood Screw spacing shah be as follows,. - 4-IM maximum from each corner of head, sill or janI - evenly spaced between corner fasteners butnot exceeding 181 o.c. spacing, in head, sill or jarnbs for the following configurations at design pressures to 70 PSF, 0 eyebrow 0 hatf-circte arch 0 hair-eirebrow 0 octagon 0 fan 0 pentold 0 full -circle 0 half -circle 0 triangle 0 trapemid 0 oval - evenly spaced between comer fasteners but not exceeding IS" O.C. spacing In head, sill orpintisfiar the following configurations at design pressures to 70 PSF, 0 quarter-orcle 0 quarteir-cirde arch 0 half -fan :tolerance is +I- I", and this tolerance is applicable to the evenly spaced distance. ZL ' Comer distance measured from frame/buck width or height dirrierrision of frame, (14) Wood screws shall not be used to fasban assembly Into end grain of wood, NAILS: (N) Nails shall meet the following requiremertiL, - 0.113" chameter or greater, - sufficient length to achieve minimum embedmeant of 1 7/81' into the two by wood or build- down framing (generally, nail 2 3/8" lerip or greater shall meet this requirement), and . helical (Screw) or annular (ring) shank Style orffy� (0) Manufacturers nails meeting these requilrements are (but not limited ta) the following: :Paslocle deformed shank nail, No. 404947, 404537, 650111 and 650148, Ouro-Fast deformed shank nail NO, 325� (P) Spacing of nails shall be; . 4-1/2' maximum from each comer of the head, sill and jambs, - evenly spaced between comer fasteners bult not exceeding the o.c. spacing in head, sill and jambs flor the following conflourations at design pressures 46 to 70 PSF, o eyebrow 5, o.c. spacing a haff-eyebrow 51, O.C. swing o fan 61 Oc. spacing a half -fan 4' o.r. spacing a full -circle 7"o,c. spacing a half-clincle 6'o.c, spacing a half -circle arch 6'o.c. spacing o quarter -circle 4� O.C. spacing a quarter -circle arch 4" o.c. spacing a oval 12' mc. spacing a octagon 7"o.c. spacing 0 pentold 51 o.c. spacing a triangle 5' o.c. spacing o trapezoid 5` O.C. Spacing (P) Spacing of naffs shall be (continued): - evenly spaced between — f4geners butnQt exiceeding, the ox. spacing in head, sill add jambs for the following Configurations at design pressures to 45 PSF, c, eyebrow 9' O.C, spacing o half -eyebrow 91 ox. spacim a fan 9' o.c. spacing o half -fan 7' ox. spacing o fult-drefe 11" o.c. spacing o half-drde 91 o.c. spacing a half-carde arcir, 9' O'C' "rig o quarber-circle 7' ox, spacing a quarter -circle arch 7' o.c. spacing o oval 17" Oc. spacing c, octagon 11" Oc. spacing o pentoid 9' Q.C. spacing o Wangle 9' ox. Spacing a trapezoid 9" o.c. spacing :tolerance is +/­ I", and this tolerance is applicable to the evenly spaced distance. I�L Corner distance measured from frarne/tauck wicith or he�qht dimension of frame. (Q) Nails shall not be used to fa�n assembly into end grain uIrwood. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE (R) Installations depicted in these instructions acceptable for design pressures W 70 PSF With fastener spacing in Notes (L) and (P), Design pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than 70 PSF and shall be determined in accordance with Note 13 of FLEX20100. (S) Production Glazing may ciffer from that tested as allowed byANSI/AAMA/NW`WDA 101ILS. 2, 1011I.S. Z/NAFS or AAMIA/WDMA/CSA 1011I.S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLD( 20100 for further details, (T) Structural two by wood and/or framing at the head, sill and lambs to be securely fastened to transfer the bad to thoe wood structural substrate per the FBC and the engineer of records details as applicable. (U) See FLEX20100, Notes 10 to 15 for additional FEIC Code Compliance. Frome Width -----I Buck Width C-ay, Sp ... d - An,horo - - - ___ . - ' / � f1w /-" � �e Frame Height Buck Height y I d J� 4-1/2- 1 's ) 13 ­�, ma,,. (Typ.) i - SILL I - ..,,, _� I 1, ---------- -----. -1 I �. E.Ply spriced Ar,,Iho� (TYP ) EXIEENR .Fl��,Y .Q-N ANCHOR SPACING ILLUSTRATION GNER WINDOW . � - W �,� - I 1, I I 1. E­ I, ,q 9 ir t 2- 2 2 RE, i2 �", - � � U." � E g , 8 �Al B I M -1 R I 11 :2 M R 8 a', 61. if 1 N I= 9�;! 2 7�. 3: 0 -6 E § Y, _�, � § a' ,a got �( - je 4 - 6 ; t % ,9 � t -6 tis � In c, g § , tj ,,, . X , = B 11 "� m E E 9 . f - - c, t S X - � Z . peft, 1/9/07 scalerits Prawn Or, R.IA chaduod or. JH Drawing No. FLEX28120 Sheet 2 of 2 ZMEZRall DANSCO 0% JE ENGINEERING, LLC JLJ P.O. BOX 3400 Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 - It CD 0 in 0� ul Z t.-CD I 0 =j ,_, U.) V- 1.4 < � ci -� , 0 > IM 11D I C3 kD < M lZi, v re) I ZLLJ l rn 04 X 0� 00 < 0 _j 00 ) it Z I.- = A Ce U) M ­11 < Fn- OL 00 Z C LU E Z M LU 3: F- W _j 2� Q C3 Mj - 1.0 F_ �__ LU (j LU Z) 77 o Gill 0 1 < Q!� > CL Uj 0 uo ) r V EL 'I a- LIJ < 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 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWNG ONLY. - - @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON TH IS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. — REVISION: DATE DESCRIPTION I I VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH IWD I 0 2__, 00 04 * (D Z 0 _j Z) M cyi 04 c1l, N 1 04 LID I C) co T_ Ir- ZI 1000 P ' W /DESIGr4CR SI-L (TYP.) /-#a X 3/4 tSELF / I TAPPING S 4S /- 1 X 2 X 1/8 TUBE MULLION 5FALAN T BFTVEEN '.'TNDC',J F1 ANGES - 5 L 4LLLION 1000 F.W./DESIGN-7F, �'UXILIARY PLAT SILL '-YP.) 11 OR ­-1 TIONAL P4<P9, IFIEN RCMAKD) - (�__ I I , - , DETAIL C � / TAPPING SMS i � � / Z7 ___ - � (D) 11-D � I X 2 X 3/0 [_=___ 7z.17_1_____ �, 7 II // T IJBE MULLION 11ULL ION -/ I i r T �_ I I 0 i I SEALANT fiETWEENJ u L \ 1�i,%DQW r'l-ANGES � - EL & MUILLION - 1000 SIT S \-- 10-0 SJ� TAPP"'-'� SMS HEA� (TYP,) HEAD (TYR.) S BETWEEN �__ ,EALAN7 ' SEC-110N A -A (2�, 'dIN[TOV FLANGES SEC710N A -A I, L� & MULLION \ F 1000 P�W/DESICNER 1000 P.W ,1 DESIGNER \ ii SILL. 'TYP.) [-SILL (TYP.) I . � i TS X 3/4 SELF I I- 48 ". � TAPPING SMS / TAPPING SMS , - " \ A;11 - I X 2 1/16 y 1/8 111, 3118 �� 1, i- I X P 7 /I E, X , I \ r . r 4 TUBE MULLIEN in - CIF] / TUBE MULLION I I ;� � \ III Ij __­ il / I, / / I , - � I __ ��� / :ALANT / I SE r BETWEEN --,' V ALA . WEEN WiNDOw FLANGE " WIND12W FLANGES--/ I \ \­6 � & MULLION , �___ 1,__ & MULL ON \ 1� I� IT- !-L I : 41- I - � I . ___j il I � \ , - I � I - , - - - I I- � FF \1 \-- 40 Y 3/4 SELF IL \ \_ E \ - loo,� SH TAPPING SMS \ ,- !000 S.m TAPPIIZ SMS HEAD 'TYP'� HEAD ,TYP.) EALANT ' N Srr-T1Qt,I A -A, f7� St _1E T'.1E E _ \1 � �-- WINDOW' FLANGE�" _,_��11_21� �11 ­,ECTION A -A (4 \ & MULLION I \ 100( , I PW � ,DESIGNER ' SEALANT BE7WEE:N -1000 P.W./DESIGNER SILL (-,:fP,) ./INDEXW FLANGES SILL <TYP.) & MULLION / - \ 7 - TAPPING SMS I \ �1 ." � X 4 X 1/8 I �L - / /- 1 X 4 X 3,,'g 1 � -NTv7----5FJ1 / I '7t I If Vf ---- I,I�Fj I / TUBE MU_LIONI _ \ �_ loof, S.H. TAPPING SMS �IEAD, �TYP.) SEC-'iQ11j.. .A -.-.A.. (5) \ � loco S.P., TAPPING SMS HEAD (TYR.) QECTi,QN A -A (6) TWO BY ,.,DOD - ___ APPLIES TO HEAD & SI�L WHERE I - X 4` & 2" X 4" TUBE MULLION I � 'N - I 1 / /- SHEATHING � IINSTALLATION ANCHCR #8 WOOD �_ .. SCREW (TYP.) EXTERNAL MULLION L= INSTALLATION CI IF 1000 P�W,/DESIGNCR - - r I \-- MULLION SILL (TYP.) It! =:::__ Ii 1YL_LAiL__C-\ /_4:&" / TAPPINC, SMS 11 I -1 F_,iwl I /_ a 1 _�Ll �\ - , � i )f / TUBE MULL ION i I I � _71 �_ / I . ; --- I----,--- - ______ - ----------- - 7 ! I -- - --- - I -1 L 1 1/8' - MIN I I Lfll_� EMB�DMFNTI CLEVATIO'- � - ­ --- ­----------- -4 I VIEWCU FROM �XTERI09 __ a _.__j i _. . - X , - ­ --- DETAII, APPLIES TO HEAD & SILL WH�RE V " i - Fol .IkVm,t� & I- X 2 7/le- TUBE MULLIONS ARE USED �J,, _ U wofiIvs -hery ��AtFt­ ---\ I., `H­izo,fal Ci I P .! 'S ,ot z_itot:�C, I - 't i� �C­pt.bl� .� ­e IW.T I . � - � �Z_,%LATIDN A.'rPOR - I-k.4.6on Clip' - I, VOLID SCREV - 1000 S.H. .SECTION A --A (7) .. .h.- ;,, __ �T'P) HLAID (TYR,) Detoil C. �- HCR12 CLIP W-yn� A. Block, P_ E. 7 I �_, 548 R H.y 27 1/8, HIM Clo­ont, FL 34711 __ FHOEDMENT FL _,,�ense No. 52583 - - - __ - __ S 254D JEWE17 LANE FLORIDA EXTRUDER SANFORD, FLORIDA INTERNATIONAL. INC. ____ ____ - ____ ___ � IJ - , .. ., � _,4. q0, TITLE: SER, 1000/1500 FIN SHEET 1 Oc a I �N4 ., "'i t ,. 17- HORIZONTAL MULLION SECTIONS 1 4. 1 - SEE OTHER SIDE (SH 1 - 52- " � APACITIES - et- M )"- - ,� . I C .�.o , 71 " . � - WAB - I IDRAWN 13Y:M�H I APPROVED BY �,�,._ __­_____­_­ \1 - - 'SCALE: NTS DWG�; 1 HM,- I N -7 _,.�,4,�;,'�; [DATE 6, / �11 /04 ; . __ SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES --- IN PSF - ­_7__1______,r_ .1 . 11 - I CAPACITY , CAPACITY CAPACITY I CAPACITY r, PACITY WINDOW WINDOW NIT IX2XI/8 2 X 1/8 1 X2X3/8 I X2X3/8 IX2 7/16XI/8 CALL BUCK I 1 CAPACITY I CAPACITY CAPACITY CAPACITY 1)(2 7/I6XI/ X2 7/16X3/8 I X4X 1 /8 11 CAPACITY 1 I X4X 1 /8 TUSE CAPACITY CAPACITY ! CAPACITY 1 X4X3/8 I X4X3/8 � 2X4X3/8 TUBE MIULL TUBE MULL TUBE LIUX MULL TUBE !TUBE MULL - T 13E MULL '7 iTUBE MUIL TUBE MULL TUBE MULL !TUBE MULL TUBE MULL TUBE MULL MULL MULL I SIZE Siz 1 2 ANCHORS CHORS NRS , A N 2 ANCHORS C RS N i ,CT I - � -Af2)1 __ - _U�L._ A::��JZU Y __ - - . .- I SECT._,A �A,(j) _ _ _A_-�_(D.j ,ECT. A SECT. A-A(3); SECT. A-4K3)1 FrT. A--A(4) SECT. A-A(4) SECT, A -At") [ StCl. A-Aj��L _ SECT. A-4�6) SECT. A-A(6) SECT. A -A 7 U1. i - 12+HC ­ _­­_­_­._ . I. 18 1/8 X 34 9/161428.17 - .. . 856�35 1 -1 428.17 - ------- �� ___ - 856,35 i i - - 428.17 1 856.35 1 428,17 856.35 a56.35 I � 1 254,53 - 556.35 - 1284.53 I - 1 1284.53 - 18 I/a X 46 15/16 324�2i - 648,43 _ 324,21 i­­1_1__"­ 646.43 � 324.21 t ___­ 648�43 __ 324.21 648,43 648.43 1972.65 1 648�43 972.65 1 972.65 _13+HC 14+HC I- 18 1/8 X 59 3/16 - - 261-39 522.79 - � 26 1, 39 1 ,----I-- ,522.79 1 L 261-39 1 522.79 261.39 522.79 522.79 � __ 1784.18 1 522.79 784.18 1 784.18 __ ----.--- 145+HC - 18 1/8 X 64 1 3/16 2 40,03 __1 21B.60 1437-20 480.07 ___ 240.03 - 218.60 480.07 240,03 1 480.07 240.03 480.07 1 450.07 ­ 720 1 1 1 48CL07 7 720.11 - - 1 720.11 __ 1 655.81 I5+HC 18 1/8 X 71 9/16 437,20 � 218.60 ! 437.20 2iiB,60 437�20 1 i 437.20 655.81 1 437.20 655.81 ______ I 6 + ITIC-_ - 18­1__�;­ � --.--- . I 80 9/16 1 95,34 390.69 __ _ 195.34 - ­­_­.__­1_ 390.69 _11_­­_­­____ 195.34 I 1 390.69 ____ 195�34 ;I 390.69 ------- 1 390.69 586.04 1 390.69 586,04 - 1 586.04 ­­­_ 17+HC 18 1/8 X 91 9/15 171.07 342.15 171�07 342.15 171,07 342�15 171 �07 1 342.15 342,15 513I23 ' .342� 1 5 513 23 1 '-13.23 -- - - 1 1 , ___Z.1� I H2+HC -_ 25 1/2 X 38 114 263,27 263.27 _-__77==�_=-__��__ 526.54 263.27 - _­­ 526.54 ­­ ...... _'. - 263�27 ___ _ t_526.54 �-,.,�-,---,--"�----.---,------i--:��-------.,� 526.54 7139-81 1 526�54 __,___,_..___, - 789.81 I 789.81 I H3+HC - - -'--- 25 1/2 X 50 5/8 -"--'-- - --- ____526.54 207.89 I + -- _____ 415.78 ,-.-- 20/.89 I � 41,538 I ,----,-.,- 207 89 ""' 415.78 207 89 ­ ______ ___ - �L._ 170,84 __ 1 415 78 __ __-­_­­___ ; 341.69 415.78 __ ____­ ­­­- 341.69-----51 623.67 1__­ I---..,.--,- -'54 i 415�78 __ _­­_.,_ 1 341.59 r --- 623.67 512.54 623�61 512.54 1 H4+HC - 1/2 25 X 52 7/84). 170.84 341,69 170.84 _ 1 341.69 _t ------* f ,0.84 341.69 - I I 1­145+HC�5 X 6 8 1. /2 1/2 , 157.92 3 1 5 � 8 5 157.92 j 3 I 5.85 1 157.92 315.85 1 S.Z.22 - i 31 5�85 315.85 ,473,78 I ; 315.85 473.78 473.78 - � - - f .1 . . � . .. . . 1 I - , - . I --------- --- ! 1 1115+11C �5 1/2 X 75 114 144,78 289.57 144 78 289.57 144,78 1 289.57 144.78 ... 289.57 � 289.57 434.36 1 289.57 434.36 , 4.34.36 1 H6+HC .� 5 1 �/2 X al 1/A ----'------ 1 30�32 ---- - --'-I----- 260.65 -1 - _­­ I_ I _1 3 1 0,32. ______ - ___.+___ 260.65 1 130,32 1 2 60.65 ____ 1.30.37. _____ i 760-65 1 2 r, 0 � I, 5 . _590.98 I- I 1 260�65 I - .390,98 - - 1 39a98 . - - ' I H7+HC �5 1/2 X 96 1/4 1 15.01 230.02 115.01 . 1 230,02 115.01 , � : 230.02 115.01 � : � . 230.02 230,02 1345.04 : 230.02 345.04 345.04 I 22+HC : i 36 X 43 1/2 1.39,50 279�O �._ I 1 139.50 � 1 279.01 _ _____ 139.50 279.01 ,. - --- � ___ - - - ______­.­__.�_­­ 258.48 ---7--- 1 139,50 I ( 129.24 " I : 279.01 -­­- - ­­ I 258.48 -- ---- ' "' 279.01 - ­_ - __ -I 258.45 . 1418.51 ____ � 387.72 . - - -1-1 I l. __279,01 .­_­­.___­ 1 258.48 418.51 . 1 418.51 � 129.24 258.48 1_ 129..24 1 258.48 __ 129.24 ____F 387.72 3-8 7.72 - - __ 24+HC � 36 X 68 1/8 108,58 - 21-7.1 6­1 ,08-,58 1 217�11 6 108.58 217-16 1 108.58 i � 217,16 217.16 1325 ___r .74 , 217.16 325.74 1 325.74 -.-- - _­1 . _. ___ 245+HCI 36 X 73 3/4 101.15 202� � 202.31 101.15 202.31 I � ;; -_ ___._ 25+HC 1 36 X 80 1/2 9.3,48 186.96 1 93-48 186.96 3.48 186,96 _____ -+­ , ___ 26+HC ' 1 8�1.19 111609.79 � 84.89 169.79 84.89 1 16939 I 1 101.15 93.48 _ - 84�89 �i 1 . 202.31 202.31 186.96 186.96 � ___________.__­____,____ -, 1 169.79 169-79 - - 303.46 � 202.31 303.46 1 303.46 ; - - 280.44 : 186,96 230,44 280.44 � _____ ___T__________ _ 2.54,69 i 169.79 254.69 254.69 I- 1-1- - _ _______ ___ - F ----,-,---- ____ � 27+HC 1 36 X 101 1/2 175.63 1 151.27 � 75.63 151.27 I - - -I _� _5 6-3 - --- 151.27 � 75�63 1 1 5 1. V � 151.27 226,90 _____.___ : � 151.27 22 6.90 226.90 1 - . � � ---.,- ­____ _____._1_­___._ . I 32+HC 152 1/8 X 50 9/16 74,52 i 87�6_i . 74.52 ; 122.28 - I - � 74�52 I 1 130,48 1 74.52 149.05 I-- __ -_ 149.05 2� 23.57 -----,. -_ ___._1_­ 149.05 223,57 223.57 . �__ � 33+HC 52 1/8 X 62 15/16 G6�01 1 77.62 � 66.01 I 108.31 66.01 1 15.58 1 66,0�� I A_Z,02 n I 1 32.02____ 198,04 98,04 ___ __----_­--- --I-- - - ----------, - I __ .-I----,.-- _. ____ I - - - ---t------- , 34+HC 52 1/8 X 75 3/16 63,07 74.16 1 63.07 I 103.49 1 -_ ­­­ --- I 1­____r_ . . I . 345+HC 52 1/8 X 80 13/16 60.90 71�61 1 60.90 i � 99.93 - - 1 35+HC 52 1/8 X 87 9/16 56.84 66�83 56�81___� 93.26 ____ - --------- 63,07 60-qo 56.84 ._, ­11 1 10.4 1 06." - _ 99-52 ---.--.- ___ IJ7 60-90 __ I I- 56.84 ___ __ __Li��4. _ _ 126.15 126.15 _ __ 121.81 121,81 � __-__­__1­__­ ­­­­'.. ­­ 1 113.68 113.68 _L9�.24____jL 189.23 182�72 _­­_,.__ � - _r_____1­ 170.52 ---I ____I .__ __ ! 126.15 189,23 1 89.23 _ __ _ _ ! 121,81 182,72 182.72 ! 113.58 170,52 170.52 _.-T i 36+HC 152 1/8 X 96 9/16 r52.1 9 61.37 19 85.64 52�19 1 91,38 - 52.19 1 104.38 1 O 4 � :38: 1=5 58 ' ' i , o4 3s 156.5a I 156-58 - ._ _____,__��__� 37+Hr 152 1/; X 11-18 9/16 47 06 55.34 1 47.06 1 77.22 ---------- __ I - - -_ _____L_47.O6 82.40 ­_ - - � 47 06 1 94.12 94.12 1 141.19 1 9 4.1 2 ____I--, 141,19 1 141.19 - NOTES I A) NUmBER OF ANCHORS NOTED ARE FOR ,O ',�QOO SCREWS INTO VvOOr FRAwNc . REQUIRED AT EA CH END USING I 1/3" EM�EQMENI. FLORIDA EXI'RUDERS 2540 JEWE17 LANE 8) PRESSURE$ G114EN IN PSr ARE FQR 2/3 OF' ULTIMATE MULLION DESIGN LOAD WH.C�;E INTERNATIONAL, INC. SANFORD, FLORIDA THIS UL-1KAA-.E LOAD 15 BASED ON 1.� X DESIGN PRESSUFF PER 17C)7.45.4. USE THE - OPENt"iC;'S DESIGN PRESSURE WITHOUT INCREA5E FOR CQMPARVSION TO TH!S CHART, TITLRDESIGN PRESSURE CAPACITIES FIN r) TH'r MULLCD WINOOW AS5EMBLY'S OVERAL� DESV�N F'RtS5URE RATIN(� i5 THE U)WER Ot I-ACH INONIOUAL WINDOW$ LABEI_ RATING. ASTU E13QO LU15S LOAD RE51STANC� ,OR LIONS - SER. 1 THE LOAD RATING OF TH� MULLION PER THIS DRAWING. WHEN CHQ$ING A MULLION, . 'Vlk'DQV.'/C:1_ASS DRAWN EY:MSH I APPROVED BY: WAB - 1,25 FXCFF,') THE DFSICN PRFSSURF THFRFRY CAU�INC THE KNOOW/GLASS DESIGN PRESSORF TO GOVFRN. 16A i-F-, � 7-1- 7 / 0 4 1 �-, C A L __ E F UDC I D �wc - ­IH M r I Fl pi:�_ _____ 1000 SH, -1 r I X 2 X I/$ 1000 SH. JAMB CT'(P,) I I TUBE '11JU ICN 'JAME (FYP.) , , - , - I f, " :�:- , X 1/2 SELF - il L------- TAPPING SMS I X a X 3/8 TUB� MULI-fON, i - �1_ #8 X 112 SELF I JIB' MIN� ,-APR, .NG SMS EMBEDMENT ___ _ i -7-\ 1 TWO BY WOOD _­ DETAtL BUCK � \ - k1_1 � _�� [---J' ------S)4-- . -1 � 2 X 4 X '3/q - \ '­ SHEATHING . ____ , " ' --I 7 ', I TUBE MULLION \ \ \ \ ANT B�!W __� �"4_ ", T, L A,N, Uri AL., WIEEN INSIALLATION ANCHMP #8 1,wUCTJ \ '__ "INDOW FRAME WINDOW FRAME SCREW (TYP.) \ � iag & MULLION - & HJLLION I r ---------- -- ) ___1 u �­_, - EXTERNAL MULLION .. X i_i/2 SELF- \__ "A X _I/p ISCIF, ��� TAPPING SM� TAPPING SKS I . . MULLION _�"-�L 1__ INSTALLATION -LIP SECTION A A (1) SECTION A.-A._1'_2) IWID S.H. - I I APPIJES TO HEAD & SILL WHERE 1" X 4" ,,r- I X, ? 7/16 X I/ a 'P ) t 1000 SA, - TUBE "OLLMN loco III _� -I X P 7/1(, X 3/� JAMB <T� . & 2" X 4" TUBE MULLIONS ARE USED / ` -_ JAMB ,T,ep-) 'i JAMB (TYP� TUBE: MULL113N III ­_ -APPLIES TO HEAD & SILL WHE�E _rx i7- - i I r- & I" X 2 7/1(i` IGBE MULLIONS ARf USED i I � �LF I I. - 98 X k/a S, I TION ANCHOR i _� I willmilo. .0mm I - I APPING SMS r-INSTAILLA j, 1 I\ 1, ,�,-- 49 X lf'� SELF- . 11 - 3 - X I 112 SELF ,D'-jAl L ) #8 VE13D SCREW I'l I TAPP"iNS SMS a TAPF'IN'G SMS 11 � I 1 -_ B I , \, - f-'. ��E � ANT BET WEEI,1 A60V VIN FRA�I.f � Z .14ULi,ItjN , - 4 8 X 1-[/2 'SELF TAPPI14G SMS SECTION A -A Q) /- 1 X 4 ')C I.,'6 ' / TUBE MULL ION IOW 10 0 S.H JAMB (T,�S�-�-�,l - Ame LIC T YR.) _L_ - 98 X 112 SELF im 1 7__ TAPPING SMS \, SEALANT DFTWEEN 1. ___J_ WINDOW FRAME I \ & MGLLIOI`4 - N8 X i-I,,2 SE-F TAPPI'JG SMS a-E-C-10N A-_-',f5' i i -------- - I __ (TYP,) - � 1- � "I U ;;;� , F .It 7 -t - ! I - AUZUMAWMP qA= :�!!,,','�,-,!t­'�"�,­ h I I �1� , mm n , _� [� [] I SILL CLIP 4 - - ,? LL I �� a -ZzAq--- "_1 .:��,. IF " -, - IF . - __ ,\ � S ,,, � - - ALANT BETWEEN il - =_ � � r , '""O", �"P � LIS X '_I/P ';FL NDOW FLANGES as sh- � �,� _ ___L SLALAN I BE Tl,)�EN TAPPING ' ,MS ?I MULLION D�t.i; C. 11 I - � '/q* MIN. - VINDOW FRAME / _� , , -, ' , �iEDMENT - & MULLION SECTION A -A _Lr) � 7�ATRIIZ -/ F--_�, -1 - #6 X 1-112 SELF - -_ . I -­_ -, I TAPPfN(I SMS I ZL1AI_I._Q___ I , I I ob FRA`Ilrr� '_)F('Ti0N A -A �4� i \,- I �____ - -1 AUXILIARY PLAT I (FOR ADUPIONAL ANCHORS, WHEN REQUIR-71)) II __ - - ___ : G) --I - - - - - ? 0- 01 i m- ____ T! I It. LL ­­­ L __ SMS <TYR.) - \_ MULI-ION _/ � ff- U-ITW" I P; I E � - 98 i/2 SELF i , LEVATiQ .01 4 mo�a T ING � I I - \ 4--- , AP ms i VIEWED FROM EXTERIOR ---. t , IFLORIDA EXTRUDERS INTERNATIONAL, INC. J� I uj �: CO 1 2540 JEWFTT LANF _,��'.. 1. L�,�� , ': I, 'n 6 - SANFORD, FLORIDA _�� i, r-, � 1� I . ­ j, - C'� �) 'n � ,�,e, " F I 4- 11 __ I I- .1 I 'Irvu: SER, � ­­ ___ 10 � 6 I _ I \____L ' SEALANT aE7WFFN 1-9 3; - z 256.3 -� I WINDOW T RAME " On _; I ,- -, - I SEE OTHER SIDE (SHLET 2 OF 2) FOR & MULLION C . C: � . I � - 11 ,- I . � "D, QTD Lc,) w _�, - . il: - - -- #13 X 1-112 SET F IC � E u I , & 401 �,�', TAPPI '0 � I--- NG SMS E �J I DRAWN BY: MSH PROVFD BY: WAB I �� " , �� ­C�l I - 5FCTIQN A -A Lbi !,:�� u, - . rlz t'i ,,� � - - __ . L� 1�t_ I rl - JDATE:6/1 =scZE NT S I DWG .: I VMF I . . . . � /-I 1 / TUBE MULLILIN I ,_ __7 I I [ � i I _____� 1 i I I I i I I I : . I I ! � . I I I f-1000 PAJ./DESIGNER j SILL ITIP,) - 11 -1. ­ 'Ll. . I X -1 X I/O TUBE MULLION SEALANT BETWEEN \jjNWW FLANGES- ?, MULLION S SEAL4NT BETVEEN� U WINDOW FLANII,J�S \ & MULLION I— loue S,,. TAPPING SMS HEAD ITYP.) SEALANT BETWEEN � WINDOW FLANGES SECTION A -A _U1 & HULLJUN I_ 1000 P�V-/DESIGNER I SILL �TYP.) \ �, 48 Y, 3/4 SLLr \ / TAPPING SMS I X 2 7/16 X 1/6 T TUBE MULLION � / , I 1­.__..1..._.7 I ANT BETWEEN __ li m�AL �__ I A 'i WINDOW FLANGES' & MULLION 1000 P.W./DIESIGNIcr, SILL (TYR,) / TAPPING SMS I F__ - " I �' 1 f-I ill / TUBE MULLJTN \ - __ 1000 S.Ij. TAPPjN(, SMS HEAD (TYR.) .SEQ'r1'_QN A -A (2 [-1000 PW/DESIGNER SILL (TYP.) 1 /-Uhl X li/4 NI%Lf TAPPING SMS "I'll ,If I �- I X a 7/16 X 31'a . 11 / TUBE KULL[UN 'I / SCALANT BETWEE74 W[,,4DUW FLANGE MULLION ____ ,-----.. - . � - - , . . .... . TYPICAL MULLION TO CONCRETE 0 JAMB ... ..... . (APPLIES 10 .JAMB WHFRF I- X 4- - & 2" X 4' TV,t')E MULLIONS ARE USED) �\J` CQNCRCTE OR ]MASONRY - 11-1 LINEI"El -001)_____� 5OC", 0", RS Izq . - DETAIL INSTALLATION ANCHCR 3/16, DtA TAPPER SCREW ANCHOR (IYP.� I EXTERNAL MULI.ION INSTALLATION CLIP I 1000 P.W,/DESIGNLR I I SILL (TYR,) � TAPPING SMS � ,�:771 �1 I , / I ________7 __ L I ]/4' MIN MUL L 1 014 I - - ��� - - __ -A '�� ; � � N I i ; i ii ii I Duall. S­ / _�, I �_Ijp L -i � _\�_ I \ 1, , F­ *\ _(� ��//) \ . I \ \_ 1, I - - I ; Ik , - \- 48 X 3/4 SELF" i I � TAPPI 1 _7 I_ I 000 3 H. NG SMS \-. 1000 S.,,j TAPPIN15 SMIi #? X -1/4 SLLF I A : � \ � HEA,5 �TYP) HEAD (TYR.) I TAPPING SMS I I I \ I i 1 SIECTION A -A ,`3 '- 1000 S.H. SECTION A -A ­� / , . SEALANT BETWEEN SFCTION A -A (4 . // , ! WINDO . / � -3 I LAN�L Z, HEAD (TYP.) , / i I & MuL L ON i // f- 1090 P.W./T)CSI6NER SEALANT BETV&-N F1000 PW./DESJGNER I L_______j I ION _____ -----,--I _j i SILL (TYP,) 'WINDOW FLANGES SILL (TYPI SLI - F K wj� I � i i SELF Wayne A� Block, RE I ELEVATIO I APPING SMS TAPPING SIAS - /- I X 4 X 1/8 t IL . / _ .1 - I / 548 B Hwy 27 1 VIEWED FROM EXTERIOR --- � TUBE MULLION I -��F �v I I TUBE MULLION, Clermont, F! - 34711 \ . ---' / � I t f r'L License No. 52563 E),_, INTERNATIONAL, INC. \ - � ,. . I FLORIDA EXTRUDEIN kJ 2540 JEWETT LANE \ SANFORD, ELORIDA / ��P�,`6 , ,�,j -- - , * \ , ___ i � . I -----------.--------,---- __ 11� 11 t � I - TITLE: SER� 1000/11500 FLANGE SHEET 1 OF 2 ,---A-- __ ­_ ____ __ =� , - __ - - , - ` - - '�'c - I 8____n �11 __" �' ' "I � - HORIZONTAL MULLION SECTIONS - �� f� :� z � I,, � � ,,, � j I 11 ' � -11 " .1 I . , - - , I \ I \ 1, "C', �2� 13 i SEE OTHER SIDE (SHEET 2 OF 2) FOR V \-#G X 3/4 SELF \- #8 X �/ 4 SLL� t, 1W . . . �; \ TAPPING SM.S \ TAPPINQ SMS _ ­ . \ 1000 SIH. - 1000 51-1. ­� , _, .- I ., I � , , . .1 - HEAD <TYP.) - " . - *. ,� -) � _ -------[ APPROVED BY; WAB . - - , HEAD (TYP.) "I �:, - , 1 . ��. - DRAWN BY: MSH ­� . - N, -_ - Sj;'Cit2t�_�L:1A (5) S IQN A -A (6) , ::r I � � , I SCALE: N T S IDW(;,, 1HMFLG �j - __�,Q� -2,--- � - 1. N A.' [ Dwr& 6 / 1 7 / 0 4 . - - -, ­ - I -- SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF ... . 7_ CAPACIIY T -CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 1 CAPACITY - _________________.______ CAPACITY CAPACITY CAPACITY CAPACITY ­­ CAPACITY WINDOW WINDOW UNIT I 1X2XI/8 IX2XI/8 IX2X3/8 I X2X3/8 IX2 7/16XI/B 1X2 7/16XI/S IX2 7/IGX3/8 Q 7/16X3/8 IX4XI/8 IX4XI/B I X4X3/ CALL TIP -TO -TIP jTUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL �,CAPACIIY TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE j 2 ANCHORS 4 ANCHO 4 ANCHORS 6 ANCHORS _.- , ___.,________` l_59��L� - I SECT, A-A(1) SECT. A-A(2) - 2'I _.�ECT. k_�Ll �jggL A -A ____�a SECT, A -Af3 SECT. A--A(4) _ - SECT, A-A(4*li SECT. A-A(5', SECT. A-A(5), SECT, A-A(6) SECT, A-A(6) _�E CT�A-A(7) ­­­ 12+HC - 1/8 X 35 9/16 __ 839.88 1679�78 539,58 15-11,80 839,88 1679.78 839.88--l- 1679.78 - 1679.78 2519.66 1 679�78 25119.66 __ 25 19.66 13+HC �19 19 1/8 X 47 15/16 635.96 1271.93 63-5�96 1 144.74� 635,96 - 1271.93 65 35. 9 6 1271.93 1271,93 1907,91 1271.93 1907,91 1907-91 1 4+HC 19 1/8 X 60 3/16 __ 512.73 F11025,47 ----I 512.73 922.92 512.73 1025.47 512.73 1025.47 1025.47 1538,21 1025.47 1538.21 - 1538.21 ____ 145+HC I 9 1/5 X 65 13/16 i 470.84 1941.68 47Q�84 847.51 941-68 , 470.84 941.68 941.68 ,1412.53 941�.68 1412.53 1412.53 1 S+HC - 19 1/8 X 72 9/16 428.80 1857.60 428.80 77 1.84 1428.80 - - __ 857�60 428,80 857.60 857,60 11286 � 40 857.60 1286.40 1286.40 16+HC __ 19 I/a X 81 9/16 I 383,18 _ 766.36 1383.18 689.72 i.. '383' I 8 I... 766.3�__ 1383� 1 8 - 766,36 I 766.36 ___ 11149,54 _,________, - 766.36 __ 1149.54 - :11 49-54 17+HC 19 11/8 X 92 9/16 - 339.08 678,17 339.08 ­­ � 610.35 339.08 I - 78�17 �_.___:: ------- - - 339.08 678.1 7 67&1 7 11017.26 678.17 I 1017.26 ­­­­ - r I 10 1 7,2 6 _.- IH2+HC ____ 26 1/2 X 39 114 __ , --.-----.---- 516.41 1032:83-T-516,41 - 929.54 . - 516.41 1 1032.83 ­­ 516.41 - ­__.­__1__._ 1032.83 _____ 1032.53 __ 1549.24 __110�3:i_li3_1_ - :1549.24 . __ I 1549.24 1H3+HC 26 1/2 X 51 5/8 __ 407.78 815.57 407.78 7.34.01 . 407-78 I 1815.57 407.78 815.57 815.57 I I 223.36 1815,57 1223.36 I 1223.36 IIH4+HC 26 1/2 X 63 7/8 335.12 670�25 335.12 603,22 335.12 670.25 335.12 670.25 _________' 619.56 670.25 ________ 6i9.56 1005.38 � _ ___L:i____._ I 1670.25 1005.38 - 1 11005.36 __ 1 IT 45 + HC 6 IZZ X 69 1,/2309.78 - - .. 619.56 309.78 ___ 557.60 _,__,___._.. 511.21 309,78 __ .1 - � 284.00 619�56 309.78 I 929.3 4 . t 619.56 1568.01 929,34 - 1929.34 IH5+HC 26 1/2 X 76 1/4 284.00 - 568.01 - 284.00 568.01 _­____ 284,00 ___ __ . 568.01 568,01 852.01 352.01 ­11- . 1852.01 i -__ .". IH6+HC 26 1/2 X 82 114 255.64 __ --- 511.28 255-64 460.16 - -- ­­ ­­ 255.64 I— 511.28 255.64 511.25 511.Z5 766.95 1511,28 -­ -766.95 ---I 1766.93 - - - IH7+HC 26 1/2 X 97 1/4 225,60 451-21 _�______ __ �225.60 406.09 - 225.60 - , 451.2 I 225.60 451.21 451.2 1 676�61 j 45 1,21 - 676.81 1676,81 22+HC 1/2 ' 1273.64 - - - __ - - __ 346.70 - 273,64 478�99 I . ­ 273.64 I 521.39 ____ 273.64 547.29 ,----,--------,.-�-4-----il�-,-- 547.29 820.9 t 547.29 ____ �20.�4 ______ - 820.94 23+H 1.51 321--20.11 _____ 253.51 _ __ i 1443,75 ___ __ 253.51 - 4 83.03 ___ __ - - 25 - 3�51 -.--.------ 507.02 - - 507.02 __1­___ 760.54 -.-- � 5G7.02 -I,--- 24 -i-HC 37 X 69 1/8 i 212.98 __ 269.85 212.98 ____��3473' __ � 372-81 _____ ­ ----- -- �� 2�98 - - 405.81 ­­ � __ __ .212.98 425�97 1 425.97 638�9 5 ­11 � 425.97 t 1_760�54 ­760,54 538.95 --.---.- 638.95 - - - - - 245+HC 37 X 74 3/4 ___ ' ��,41 25 1 .3 9 198.41 _­­___­_ 198.41 - ___1 ­­_ 378� I 83 ­_ 595.25 _____ I 1396.83 - 595.25 ___1_____1_1________ 595.25 25+HC --I!- 377 X 8 I 1/2 __ 183,37 232.32 183.3 7 - . ­ �� 129 1.49 183.37 ­­1 - 166.53 349.38 317�30 1183.37 166.53 1366�74 ____ - 1333.OlEi 366.74 '---'- ­­ 333�06 550.11 ..'. __I'333�06 499�59 I 1366,74 ___ - 1 550,11 __ 550,11 I - I . - __ .. , - �. � 1499.59 26+HC 37 X 90 1/2 1166.53 1 ­­_ 1210.99 ­_A�_­_1320,9 166.53 I- 499.59 27+HC =37 X 102 1/2 - , --r 148.36 ---- I _ --- ---------- 1187.97 __ 1 48:36 __ _­ ­­­ 148.36 -1- ­­ 282,158 148.36 296.72 __ 296.72 - I.- ­­ 445�09 1296,72 ____1 445.09 _ - ,445,09 +HC 153 1/8 X 51 9/16 88.34 i88.34 122-05 1 122.05 132.85 1112 ­ I � I 1 . - 1189 45 __ 296.2B 444.42 � 2gr ?Q - 4 4 4 ('7 1 ,----- T 44 4.4 2 ---"--,- - 33+HC 53 1/8 X 63 15/16 78.25 -------r---- ____ I 178.25 ,----- 108.11 - ___ 108.11 ___ _______._ 117�68 - 117.68 - 1131.02 - 167.82 262.04 393.06 262,04 393,06 ____ - - 34+HC 53 1/8 X 76 3/16 74,77 174,77 103.30 103.30 112.44 112-44 � __ 125.12 ---.-,- 160.35 250.25 375.37 250.25 37 5.37 ________,.________ 375-37 ---- _. ___ ------ __1.______­_1-­__­_ , ­ 345+HC 55 1/8 X 81 IW16 72.20 72.20 99�75 99.75 108,5a 108.58 120.77 I 54,83 241.55 362.32 2 41.55 362.32 362.32 ______ __ __ __ __ __ ___ I 35+HC 53 1/8 X 88 9/10 67.38 67.38 93.08 93.08 101.33 - 101,313- 112.62 144.49 225.25 1337.88 225.25 337.88 337.88 - -- --------- '6 - 6i.87 1103.33 36+HC 53 1/8 X 97 9/i 6 1�87 85,48 8548 93.04 93,04 132,68 206.67 ! 31 0.00 206.67 31 0�00 310 - . - QO ------ - ", I ___ - ------- . .--- jL --------.----1­ I __ ------'--"- ' j ." '83.90 193.09 - .L01 ......... . ..-.. _J279�28 279.28 HC 15 155.79 77.C� 1119,64 1 186.18 1279.28 1 186.18 37+ 1 �_.LL8_�_q 9/16 ____L _ ,_ 155.79 _.__1 _ 7_ _n -1--l- NOTES; , A� NUIA6CP OF ANCHORS NoTED ARE FOR TAPPER FASTENERS ;NTO MASONRY REOUIPED INTERNATIONAL, INC AT EACIi tMUEOMENT_ FLORIDA EXTRUDERS END USING I i/4" 2540 JEWETT LANE' 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DERIGN LOAD WHERE SANFOF_D THIS ULTIMATE LOAD IS BASED CV 1.5 X DESIGN PRESSURE PER 1707.4,5,4� USE WF ____ ---.-. - - __._ _.___ _EI,OBjDA OPENING'S DESIGN PRESSURE WITHOUT INCPEAS� FOR COMPAWSION TO TAIS C14ART EURE CAPACITIES FLANGE ' Q THE IJULILED WINDOW ASSEMeLY'5 GVERAU, D�%,-N PRFS5URE RATjNQ IS THE L04YER MONS OF EACH INDIVIDUAL WINDOWS L.AJ3F 3 ') - SER. I� RATING, 4,STM -1 0, CLASS LOAC RESISTANCE OR IOOO & 1500 THE LOAD RATING OF THE MUUION PER THIS ORAWIt4G. WHEN CHOS.NG A MULUUN. -_ DRAWN BY: JBIT I APPROVED BY: WAD EXC'EED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSiNG THE WINDOW/GLASS ______________ -_ DESIGN PRE55URF TO GOVERN, IDATE!-E,/ I 7/04 - - IDNG.; 1 Ezi _1 --tlL I - SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF ______._, , - - _-, - __ __ CA ----- -- CAPA-CrTY- CAPACIT��CAPA�TT`j� CAPACITY I CAPACITY T4 CAPACffY­_ A TY ­C`­APl_A`C1ff_Y CAPACITY - A C Y CAPA I Y C' P"C X.3/ ,X ;,X2 , IX WINDOW WINDOW IX2XI/8 I i X2X 1/8 ix2x3/8 IX2 7/t6XI /e '�' /8 SIX2 7/16X3/8 1X4X1/8 1X4X1/8 I X4X3/8 I X4X3/8 � 2X4X3/8 If , '/" I/ X2 7/1 7ML�YJLL' � TU TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULLITUBE MULL CALL TIP -TO -TIP TUBE MULL ITUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE "LL , ANCHORS I 2 ANCHORS N 2 ANCHORS 4 ANCHORS H -q�4 2 SIZE 7 ANCHORS 4 ANCHORS I SIZE I SECT. A-A(Q I SECT. A-A(1) I SECT, A-A(2 [2_ECT. AZY2L SECT. A-A(3� .SECT. _A-AL3).j 5ECL A-A(4) SECT. A-A(4) .aECT. A-A(ti) $CCT. A-A(5) I SECT. A-A(6) SECT. A-A(6) SECT. A-A(7) i - 12 18 1/8 X 25 I 201,83 1403.67 I 201.83 403.67 __ 20 1.83 403�67 i201.83 ____ . ------- 403.67 __ ___ 403�67 - I 605.50 - . 403�67 605�50 - I f 605.50 __T 1.3 _­_ .1 -__-__­ I B 1/8 X 37 3/8 125.78 251.57 I—- 125.78 __ ____­..1._­__ 251.57 1 .11 1 25. 78 _,___ 25 1.57 1125.78 -_ 251�57 -------- 251.57 377,36 251,57 377.36 1377.36 __ 1$ 1/8 X 49 5/8 ___ C111.61 129.63 91,61 - 178.41 - --- 9 1.5i --- 183.23 191.61 , . 183.23 183.23 274.54 _ 183-23 - _ 274,84 . 1274,84 . _ __�� ­­ 1 4 5. I-.----- IS 1/8 X 55 1 /4 81.45 92.98 181.45 127,97____ 811,45 136.55 181.45 162.91 162�91 244.36 162.91 . 244.36 1244.36 15 , ,__-- - I I __ 6 - . 171.88 89�68 71,88 - 95.70 1 71.88 I i35,52 . 143�77 215.66 143.77 215.56 1215.66 - 16 1 __ 18 1/8 X 71 j 42.96, 142.96 --T2-663 - 59.13 __ 59.13 _�39 62.15 __ 63.09 _39� 162.15 - .- 69.35 124.30 U56,46 124,30 186.46 186.46 _,_ - ,/8 X 83 2C.63 36.6-5 3-6-65 1-1 1 1 _ 52�64 55.38 105.29 1128.92 . 105�29 157.94 157.94 _17--j-'s __ __ - - - ___ __ I __t_,�_T� - - - __ - _ - IH2 7.66 i 315.32 157.66 315.32 6 315.32 157.66 315.32 315.32 472,98 1315,32 472.98 472.98 - 1113 25 1/2 X 37 3/8 94.72 189.44 �_ 94.72 189,44 I 194.72 1 189,44 94.72 - 189.44 __ 1 89.44 "--,-.,,-"-�-.,�----�-----,�"- 2154,17 189.44 284.17 284,17 IH4 25 11/2 X 49 5/8 67.89 96.07 67.89 ____­__r_,_­_ 132.22 _____i 67,89 ___ � 135.79 - __ 67�89 135.79 135.79 ___ 203.68 135.79 203.68 . 203.68 - , - ...,.-.-. --------- 5 1/2 X 55 11114 60.05 68.58 __ 60.08 94�39 C-0,08 i 100.72 60.08 I 20, I 6 120�16 180.24 120.16 180.24 180.24 11,1455 - , I— ____­___­. - __ __ __ .- IHS 25 1/2 X 62 147.85 47�55 52.79 65.86 152.79 . 70.28 52�79 99,52 105.58 158.37 105�58 155,37 158.37 IH6 25 1/2 X 71 1,31.40 43.22 46.1 2 45.43 65.32 90.87 I 36.31 90,87 13631 136.31 I 'H7 1 _El�.38_ - _ .- _ � 1 9.38 2 6,67 - 26�67. _ _, _.__�� 7='= 4 � __ ---'- 28,46 �,­. - 38.32 - 40.31 _ 76.64 � ___ - 93.84 - ____ 715,64 __­',­__,­___,_ 114�96 I—- 114.96 ___ -22 ' - 130 -, ____ 1260 __ ____ ,- 130 __ _­.- 260 ____ I 1,30 , 260 __ t3o ­­1 260 ___1 I _ 260 ­ 390 I 1260 1390 i . i390 .- 73 r2 7.3.30 1146.60 73.30 .6Q 173,30 .146,60 1 73.30 - -14-6.60----- 146.60--l- ­219-91 1102.40 ]146.60 _­­ - -;,--- 153.60 I - 34 - .9 - 1 __ 1 117,73 I 100 64. u _ _.,_I _�i -I' __ � 16 I I I 219.91 1 '21 9.91 - .4 - - 36 X 49 5/8 / 5 44 51.20 ______� 99.71 51.20 I 102.40 151.20 102.40 1 1OZ40 I 15-3.6-D 11 153.60 __ 2 - 245 - 36 X 55 1/4 - 44.97 ___ E 51.33 44.97 70.65 1 44.97 75.39 144.97 ___ 89.94_1____­._��_? 73.98 48�22 ------- _1 - 78.49 _�7� __�9 - --'-- - . i89 .94 I . i78.49 67.09 I --- I---,.---.-------- I _________,_____ 134.91 i 1 17,73 ..", I- 100,64 _ ; 1134.91 -.-- 117.73 __ 100,64 - 25 - 36 X 62 35.57 135.57 39.24 48.96 ________ � 139.24 ,___ 33�54 - ' '52.2 � � _L�___ _1�9_1�11_ 3405 4*1� t2O � 4 - 33,54 __ __�6 - .---. � 23,19 ___ , __ 123.19 I � ____ 31.91 __-, 31,91 ___ 27 14.21 I 1 4.21 19,56 -1 19�56 . 20.85 _ ___.,_____________ � 8 8 29,56 _ __ -- ----- � 29.56 � 11 5 1 � 6.2 �83 j56,21 84.32 _ _ - 84.32 - ---- ____..______ - � -, 32 '-----*--- - 14.92 229-84 i - - . 114.92 229.8"4 114.92 ____ 1 14.92 1 229.84 � - ... 229,84 344,77 229.54 _344.77 344.77 3 �' . 2 1/8 X 37 3/8 59.01 118.02 - 59.01 118,02 _2�29..B4 59.01 11$102 59.01 1118.02 1 18,02 __ 177.03 ____ 118.02 ________ 177,03 .177.03 "344 2 1/8 X 49 5/8 39.25 55.54 - 39.25 - 76.45 39.25 78.51 39.25 ­ 78.51 I - 6B.05 78.51 - - ...­.­ ­11-- 117.76 ­ ------ _________ 102.07 78.51 ___._­_.__ - 68.05 - 1 117.76 __ - ------- - 102,107 117.76 .______ - - __ 1 0�2,07 ___ � 345 2 t/8 X 55 1./4 34.02 38.841_­1.___.3.4.02­.___ 53..4�5_ 34�02 ___ __ 57�04 35 52 1/8 X 62 26.59 26.59 2 9.33 36.60 _ 39.05 ___t -34,02 -,- 29�33 - __68.05 55.30 58.67 88.00. __� _____ �58.67_­. - 88,00 1 --- 88.00 - 36 52 1 /8 X 71 17 13 ". _� 17.13 � ' 23 57 I - 23.57 24.78 25.15 124,78 35,EE��F�­__ 9j5. 74�34 149,56 74�34 74.34 I � _ ,�4 __._1 _ � 7 I - �P_� - -- --- ---- ---", _ ----- - - -, - ___ - i 83 . fto,jT 2 I 1 4.29 -, _ - 15 21.59 41.06 150,27 141.06 .61.59 61.59 37 52 1/8 X __1_0138 9 ­7 15.25 O-�� � .6 __ _ _ ___ -, - -_ --il 4. I 1-1- _�,?_�_ _,__1�0_-.��__ I - - NOTES; A) N-IM8ER OF ANCRORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING RS INTERNATIONAL, INC REQUIRED AT EACH END USING 1/8' EMBEDMENT. FLORIDA EXTRUDE 1 2.540 JEWETT LANE E_ - 0) FIR 'ES GIVEN IN RSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE "Ur FLORIDA TH,S ULTIMATE LOAD IS BASED ON 1.5 X DES;GN PRESSURE PER 1707.4.5�4. USE THE .SANFORD, OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISON TO ',HIS CHART- . I TITLE: DES I GN PRESSURE CAPACITIES FIN C) THE PULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOWS l-AElEl. RATING, A5TM E130f) GLASS LOAD RESISTANCE OR S -- SER. 1000 & 1500 THE LOAD RATING OF THE MULLION KR THIS DRAWING, WHEN QHOSING A WILLION, DRAWN BY- JBH I APPROVED BY: WAB Fyr.FFf'. THF WINF)DWIrAA-5S �ll`F;GN PRFRq0RF TRFRFFIY CAUSING THF WINDOW/MA-S-S - IDESIGN PRESSURE TO GOVERN. __ _ 1DATF:(-,/l 7/04 1 SC ALE� F U LL I D WG : 1 VMi-7 1 N PC, 2i ___ ----------,-- - - - - 1000 PA�./ ESIGNER 1000 P-v_/DESICNF7R � TYFICA�_ MULLION TO CONC�RFIE 0 JAMB � SILL (TY2 SILL (TYP.) I (APPLIES TO JAMB WHERE I- X 4- - DETAIL F I & 2" X 4" TUBE MULLIONS ARE USED) 11_� l� SE . I /_ * P' `�"� i . 'i�P�� / TAPPING SMS TAP INF, SMS R ­� I � I L_ - BYCITHERS 11" 1. --- I I ___ I - I X e X 1/9 jllky I X 2 y 3/8 INSTALLATION ANCHOR 3/16' DIA I / TUBE MULLION TUBE MULLIUN -*1111IIIIIIIIII � I �__ TAPPER SCREW ANCHOR cy Yf`�) �� SEALANT BETWEEN EXTERNAL MULLION WINDOW FLANGES ONE BY WOOD____I � �--- INSTALLATION CLIP ­1 - - - - - - � - & MULLION I 11 BUCK BY LiTHERS . r i I I ,q , � �i .1 "-�_, .1-1111- - � '-"S X 3/4 SELF I i � I \_ MIT WINDOW Ft ANGFS \ 1000 S.H. TAPPING SMS \_ __ 1000 S H, TAPPINU SMS ji-LiON � MULLION - i-1000 P.W,JDESIGN[LR I 1 �qw­.7- -- HEAD �TYP.) HEAD ITYP�) SILL (TYP.5 �� . SEALANT BETWEEN -TI I , WINDOW FL,W,CS A (1) SE�, ON A -A _L2) . 1 16 MULLION , If I � � 1000 P.W./DESIGNER i TAPPING SMS I , SILL (TYR,) __ SILL CTYP,) 1 1000 P,W./DESIGNER //- �i . / i - I "I = I .,:-I I � TAPPING SMS // IAPPNG SMS I ( - /-I X ? 7 /16 X I /8 L-1 / i? 7/16 X 3/8 � ____ _--------, I - I , i4, '_ \ TUBE MULLION TUBE MULLION 11 I � � - - 1 1/4, MIN \ / ��VrPFII I/ / I i \ SEALANT PIETWEEN � :; 9 - z WIND(D-1 FLANGE A 1 . ____ -..., . -_ i I SEAL NT OrTWECN / � & HULLIEN I I \,� A I \ I I WINDO FL � � I - ( i j %LGES 'FLANGES � , .� � - - I � MUL'L'1104 4- it i - I I ,� A I -11 - T - /_ �_ -"\ I I _ul I 11 - ,aLA , /` I/ , \ 11 �� i I I -1,--a -,�4�'4 / , ' , A *% I A�11 1 1�_, I � \\_ 11 \\,- 1, I f I i - 49 X 3/4 SELF ,� \ _�­______ - I I " I \ -i I I �_ I �_. TAPPING SMS '4 \�-118 X `14 SELF I - A ,000 S.H. TAPPING SMS 1000 S'Fzi. \ & I I HEAD (TYP,'� ( HEAD (TYP,', \ \ TAPPING SMS I I 1 SEALANT EIET'V�EN �,ECTIQ,N A-A_3) 211ON A-/\ (� -1000 S-H, SECTION A -A (7 i I / I S; E I ____ , I I /�//� 17 WINDOW �LANbt.�, _4 1 �4 L-A-1-j Ff�-AD (TYR) � / I 1 t MULLION I I \ f- 1000 P V./DESIGNER SEALANT BETWEEN f--IOCO P.W./BIESIGNEIR ------,--- LEL-i I \ i SILL �TYP.� WINDOW FLANGES SILL (TYP,) 1 -7 1 - . & MULLION I I I . 116 X �/4 SE�_F I P 1 Vloyne A, Black, P-E. I Lu-VATION \ TAPPING SMS I X 4 X I/B � TA P NG SMS I X 4 X _-3/e 548 B Hwy 27 VjEWED FROM EXTERIOR - I I ,,I, FI I . clern'10 , I L -, \ TUBE MULLION 11-111 //- TUBE MULL'.ON 14711 I 9 /_ I I - FL License No. 52583 INTERNATIONAL, INC. \ I . . ­ I 1 1 ------I 1, 770RIDA EXTRUDERS 2540 JEWETT LANE 4 �� I � SANFORD, FLORIDA "�� 4' ' 7 1 -1. 7AP� G I ___� _ - __TF 'I'S 1, ,_ t! _ i :��� � - I I i 11 i i TITLE: SERN, 100Q/1500 FLANGE SHEET 1, OF F Lit ___j --t- I - ----- �_I i , � 11 � "I C; - - - i - , L_r , ­ IC 4 � 1_�, I - I �_�= __. � ; , " , � - " I '*1 4 -21,13 z � 'SEE OTHER S I DE ' SHEET 2 [IF 2) F'1P I \ \\- 4 'zo. 3 � T t TIM .- � ITIE� .. , \ '­ =0 S H. TAPPING SMS \_ 1000 S_H TAPPING SMS I - � " 1� 0 R I, , - , - - , � 1- 1_� __ - _�D___ � - HEAD ,TYP,) HEAD (TYP.) . - -1 1�1 . DRAWN BY:MSH � APWO BY: WAB SECTION LZLL_L� - �� 1, � ""', - I.- _____j I ) IQ I N I- _� " - IDATE;6/17/04 1SCALE:NTS IDWG.: 1HMFLG I - _­­ __ ­­ - __ ­ - I-- - __ __ -11 . - _-1-1111 - __ - - 1. - ___1_1 - 1-1 ­­ I - SERIES 1000 & 1500 VLANGE VERTICAL DE51GN PRESSURE CAPACITIES IN PSF I -_ --- CAPACITY CAPACITY CAPAI ITY iIX2 CAPACITY- - ACI Y A I .- CITY WINDOW WINDOW 1X2XI/8 1X2X1/8 1 X2X3/8 1 x2X3/8 7/16XI/81XZ 7/I6X3/aIX; 7/16X5/5 IX4X1/8 I X4X 1 /8 4X,3/8 2X4X3/'8 CALL TIP -TO -TIP TUBE MULL TUBE MULL TU13E MULL TUBE MULL TUBE MULL !TUBE MULL TUBE MULL TUBE MULL TUSE,VULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 2 ANCHORS N COR 4ANCHORS 6 ANCHORS 6 ANCHORS SECT. A-AQ) SECT� A-A(t) SECT. A-A(2) SECT. 4-g2) SECT. A -A 3 SEC � A-A(3) SECT. A-A(4) SECT. A-�j� SECT. A-A(5) SECT, A-A(5) S4CANCHORS E t A-A�611 SECT. A-A�6) I SECT, A-A(7) ____ _____ - . I -.---.- 12 19 1/8 X 26 336,52 732.42 336.52 692.83 ,336.52 732-.42 - 336.52 _.- 732.42 791.8-1-- 1187.72- 791.81_111a7.772 1187.72 13 i19 1/8 X 38 3/8 209 72 - " __.____,____ 317.66 - - - 209.72 I 429.55 209,72 __� 456.46 -------- ------- -­ 209.72 _­____ 456.46 493.47 __ --- 740-20 493.47 ___ I F740.20 I ?p . ----.-- 740.20 __11­_.__ �� T 14 [19 1/8 X 50 5/8 1. 13 123���.�3 152.75 177.46 152.75 1 11�19 3.9 2 152.75 27 �. 8 �33 �59.4 I i 539,12 L3:�59 41 539.12 53 9.12 539.12 53 145 lig 1/8 X 56 1/4 94.13 194 _ : 13 127.29 - 127,29 i 135.51 1 I 39.09 - 135.81 194.97 I 319.55 1 460. 17 1319.55 479�33 - 479.33 -'3 � F_ - 15 __ __�/8 X 63 r19 I 65.97 1 65.97 89.21 89.21 I 97,48 197,419 119.85 � 136.64 _1_­______1 90.29 282�02 212.62 ­ 142��.E____j��Z_ 212.62 _ 2 1296.9a f - 296.98 2 -� _ 423,03 _ _ 365�75 1 16 _ 19 1/6 X 72 43....49 43.49 58,81 58�81 64�27 . 164�27 90.09 17 19 1/5 X 84 - 26.96 26.96 36.45 - 36�45 _______. 39.83 '_____._ 1 .39,83 -------- 55,84 I - 55.84 - 1 31 �79 131-79 184.08 - 184,08 ________ 294-03 ______,______ 1H2 - 26 1/2 X 26 ---"-- 262,57 _.____ - _ 572,13 __ 262.87 - -------- __ 541,20 _.- 262.87 572.13 262.87 572.13 618,52 927.78 - 615.52 927.78 927,78 IH3 26 1/2 X 38 3/8 1 57.93 239.21 t57,93 323.48 1 57�93 343.74 157,93 343.74 -371.61 ---557.41- - 371.61 ... 557�41 557.41 50 5/8 - 97 .25 97.25 113,20 13t.51 - 113.20 143.71 ­_ 113.20 .------ 201.45 ------.--.I- 143.81 266.35 ­_ ------- , i 235�70 399.53 __._______________________ 1 339,42 266,35 235.70 . . 399,53 -------- 35i�55 7 399.53 353-55 I .1145 � 6 ",12 X 56 114 69 . .43 I 69,43 93-119 911,89 100.17 102.59 100.17 11-15 26 1/2 X 63 48.44 48.44 ---- ­- ------- - 65.51 65.51 ­------­­ !71.58 .71�58 - 5&Q1 100.34 1207.10 236�83 207,10 31 0,65 __ 31 (L65 11 IH6 ­ 26 1/2 X 72_ ______ 31.79 - 31.79 - 42,99 42-99 46.98 ___ 146.98 1 65.86 __ 65.86 - 135.44 155.44 . 217.11 I- - 217.1 I- __ 267.38-1--- IH7__ 26 1/2 X 84 - 19.62 19.62 26.53 26.53 28.99 28,99 140.64 40.64 195.93 95.93 133.99 133,99 214,02 22 23 37 X 38 3/8 __ 216.75 122.22 471.75 ___ - - 185.12 __ __ 216�75 ­­ I 122,22 - 471,75 - ______ 250.32 216.75 � .--- 122,22 471,75 - __ - ___ 266�00 - 216.75 1471-75 __ 510 765 510 765 - 1765 .I'-- _____ 431�36 1 122.22 . -,- 266.00 ___ 287.57 ______ 431.36 I - 287.57 � ­. I I 431 �36 24 7334____ 73.34 85�315 9 9.1 7 85,36 105.37 1185.36 151.91 200.86 301.29 200.86 1 301.29 � 1301.29 - 245 37 X 56 1/4 ,')I .97 51,97 70.28 - - ___ 70.28 � - ___ 74,98 _ 76.79 � � 74.98 107.65 ... ---,--. 176.43 254.07 176.43 1 264�64 1 1 - i 264.64 25 - - 316.01 36.01 __ ___ 45.70 48.70 153.21 ___ 53�21 - __ 65.43 ,-------,-,.. � 174.59 __1_1___­­11_._ [48-62 1153.96 ­­ 1 76�06 ___ __ ­__ 1153-96 11-­ .. "'-'-' ' ' ; ,230.94 1 � - ­­_, I 230.94 26 27 23.47 14.39 123.47 _____­­_ 14.39 3 174 ­­_­ 1 19.46 - ------- _f, .31 74 , _=2__ 9.46 1 34.69 i.26 34.69 21-26 4&62 � 29.81 i 1_29.8i 114.76 70-36 1114,76 70.36 131.61 1 ga.27 1 1160.30 98.27 197.41 156A7 ­___ 1. _.__­__­.__ -------�---.-,---..------,--�-�--- - __ 32 53 1/8 X 26 191.61 417.04 19 1.6 1 394.49 191,61 - - 417.04 ---,---------I I 9 1.61 417,04 450,85 ______ 676.28 450,85 676.28 __ 676,28 � - --,-"---- ,--- �� -1-11--­1111 33 53 1/5 X 38 3/898,38 149-02 1 mm 201.5-1 9a.38 214.14 98.38 214.14 231�50 347.25 l231,50 __ � 347�25 _ __ - _______, 347,25 __ ___ -----`T-­­- -I--,-"--- - - ____1 - - -_ -_ -_ -1 ----- -- 34 53 1/8 X 50 5/8 ,56,23 56,23 6 5.45 !I 76�04 65.45 183-09 65.45 116.47 f35 ____ 154.00 - 231.01 1154.00 - ! 231.01 -"- ___ 231.01 - ------ - - � __ _ ­ I 1__­­­1.__­­_ __.. 345 53 1/8 X 56 114 39.32 39.32 3.17 53�17 56.73 158�10 56.73 81.44 ­­­­ 133.48 192,22 1­1 1133.48 1200.23 200�23 - __ ... 53 1/8 X 63 26.92 ,26.92 i6.40 36.40 39.78 j3q1_8__ 45,91 __ 55.76 ___ 115.08 131.60 - 1 1 5.08 __T 172,63 172.63 36 1 53 1/8 X72 17.34 1 1 7.34 23.45 23-45 25.62 125.62 35�92 35�92 84.77 84.77 97�21 1 118.41 145,82 -'--"--"-'-'-- :IT �, 53 i.77 21.77 __�7_E5.3 1 /a X 84 __ 1 0.5 I _ _ _ _I I Gj_51 __ ___ _ . L�, 1 114.21 15.53 _ - -- L__ _ _ ___ 12 - _ _11 _, _ 51.39 _ _ 51.39 _____i___1___­____­______-___ 71.78 171.78 120�81 NOTES: I INTERNATIONAL, INC FLORIDA EXTRUDERS A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS iNTO MASONRY RCOUIRED END 1 1/4- AT EACH USING EMBEDMENT. 2.540 JEWETT LANE e) PRESSURES GIVEN 1-4 PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE y � _ -----__,St, FORD FLQ�TDA, THIS UL74MATE LOAD IS 13ASED ON 1,5 K DESIGN PRESSURE PER 1707.4.5.4 USE THE TTTLE�DE�IC)N P,RE'.3SLJRE C`PACITJ�7S FLANGE: OPENING'$ DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. .. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DES113N PRCSSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E125,00 GLAS15 LOAD RESISTANCE 01, - NS SER, 1 THE LOAD RATING OF THE MQLUON PER THIS DRAWING. WHEN CHOSVC A MULLION, Y�E W41400W/CLASS PRESSURE THEREBY THE WINWO/GLASS __________ I-.----- DRAWN BY: JBH I APPROVED BY� WAB eXCEED DESIGN CAUSING DESIGN PRESSURE TO GOVERN. . __ - - ___ __!�F - .- _�D_WG ---I �'_M�T 7. ____r5T_,_ 2 DAi� 671 _/D4 1 k��-T Ij i ' a M m m - 0 ff ,L ENGINEERING, LLC d9bmw P.O. BOX 3400 Apollo Beach, Floddo 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee�ng.com CA 25948 1 CD C) 0� 111 z t.- CD 0 =j � In V 41 U) -4 �., d 'V rq M a > %Q CD ko _j < M %0 q- CL M I z LLJ rn f%J ;I, 0, 00 ) < 0 _j 00 It �- X: ,� Q� LA m - z I < v. OL 00 z Ln E LLJ z m Lu Z� �- _j w . z 0 CD mi kD F-- F- LU (-) Lu ::D = 0 C/) __j 0 < w > IL LLJ 0 V) CL < 1120 CL < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE AFrERTHE DATE [I IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. @2007-THESE DRAWINGS AND DESIGNS ARETHEJOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT, ANY REPRODUCTION OR UNAUTHORIZEO USE IS PROHIBITED. REVISION: DATE - DESCRIPTION _ - VERSION NO. SHEET TITLE: PLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD 1 e3_ CY) (N * 0 z 0 _j Z) m - IN C=) N I IN LO I C) m LO "r- / / I L I I i ii:� ,, .I M, � ,I ii li�ITH--i-.,,-t---4-,-.�,-,�",-t-fj-.-i,l--�-�-1-----Il- 14 77 of m c N D C n 4 CD tN h VAN. °i a 1 I, 11 L> of -COVF-WAt, . _ 4f t 1$' 1 pemmTER C4Ux„_, BY OT tEPG� i t..:, r C(T:FYLYi MOP - 1 8x a1rfERs ^'i t o _,01 I f 1> . m / • r i l 7 s 01� s . c ,, a -- 4 c - 9emo"KIS011Rl' SECTION e 8 MIN. Lmtlt CA1I,K aY'n1(ffaN wW11 On"K� CxrtIMKI91 MMUM-Wi01-, I 4AN. E Ea0 IOISTAaO£ 1 __ I j-,Z,99. _ II..'. jM� 1K, % r. ° a SECTION A - A ISIACE ° �ExTERa1Rm w i Dr OT)wTi NOTES: I III T iZ PRODUCT IS DESIGNED TO COMPLY WITH THE 2304 FLORIDA KRL.DiNG CODE. J, i2)V4WDOLVAND4ENTMATIRW,6HAi,LM8083-TEALUNNUU, t.._.:. ... T IN 0!SFRMAS RE0'D AT EACH SET OF INSTALLATION ANCHORS USING LOAU BF.AR.NXI SHIMS MAX € .I. E SPAS flRcA> `R ' 1J16 sT,sr, i ALLCYI LE STNiM'Sr STACKTO fiE' 4" € , MS Y51NER THAN .5 PRO Mr. ,. A U6 4. R '3T O€ SUFFICIENT LENGTH k tt4' OtA CONCRETE SORE ANCtipdt3 MU.. $E ScT tCrENT tJ0 TO ACHIEVE A MIN F,w15Et)tdEKT (} Yf t ? 1/4` INTO FOR X Y1Q00 BtICK CF OCONCIE SPAO MASONRY 1 L L SPA NG> OF NS JAMS QYK.RETE SCREiALS, WITEBNJB' FROM CH R 3 1 (5) WAX. AL QYYAB E CI FA COR!& � T A i A S7 A L1`AL IAMBS. i ACROSSHEADN -LL, ND2 ONG I8 LK 3N FLAME WTIH CAULK. APPL:CATt{}N OF UTIX GAUCHO MUST COMPLY WITH t fLA BEHIND N0E OMME M A N A IAAN4 RS R£ RIAL $KA f ACTVRE A C AN APPROV A , CO R CORROSION MATERIAL SHALL BE PLACED $ETYt N ALL DISSIMILAR 1 TALS TO I 1 C07?ROt, <aAtVAMYf CORRp.410N >tlE' "O(ACf W1N13G.V 51a it NOT L`STEO IN ANCHOR CHART, USE THE NEXT SIZE LARGER W wwf FOR + I ANCHOR QUANTY. �i i I GLA5S THKJKiNF,SS LLAY VARY PER icSTI.1 E•13t0 GtA6S CHART REUVIREMtENTS. SINGLr OLA2ED SHOWN. 1 alp,t 2Nf5dItATE0C ANS AL6OQWk.i�tED. . I , (1(I) IIA118 J SILL CORNERS AND ALL ANCHORS TO BE SEALED WAIN SMALL JOINT #i6 W $MAW. (11) ALL INSTALLATION ANCHORS MST SE MADE OF A CXIRROSION RESISTANT MITERING OR COATING. _ EXTERIOR ELEVATION f• __ INC. %% ¢ ISUNCOAST DESIGNERS, 9625 DENTON AVE. HUDSON, FL 346£77 MIN FJASEDMENT �";ICI,R SERIES 1300La ALUMINUM PICTURE W(FfD2itla- cwLKaEtwcelrxwn INSTALLATION INSTRUCTIONS FOR MASONRY HaItM57.NtJeY I VWTR, .'nIYVVOODEUIC ( O HER. yfI h f ESN at" 41fiF,E. aaiALFA vOAH4:)Y.:R.11a•`OL4. OI3CiR.ax6t44RK A, SMHTH ` ENAS ` ?21tJ01 '.••_ca4.7iB/e SaltW Nic'.r10.¢ r-,A416-, I f2NL HTS syxom ....,. _._. -..». __-_ al. MEn NO., - nE wnm• �2004 VACS 2LC: _ - I;Z,20t05 63511 A g OF t2 A ANCFKAS EVENLY SPACED HEAD "t_N➢Uri HIGHi 1 " EAX - ( - $MAX (S MA7 .:.-3 b•�•--_-�.,..-,.....,k ANCHORS __,-..,...,,,»•-•( 6^ MAX i EYE7.LY SPACED 19400V b`aZf.H--,.-.-. _.__ _ A EXTERIOR EL.EVA'nON 3" MAX"_. Yf �- HEAD - 1- 8" MAX i € 8" LAX 1 •T viwk'Du 6` MA X s'- }-_ CH.T , i i! � ANCHORS JAMB VVENLY SPACED "') F" MAX i -..,._ `,slt1 Ii I 5` MAX Ti e MXN "'I N-_..---..---. ANCHO _f ...,. 6.' MAX C1'ENLY SPACED 1 I EXTERIOR V X _ ERIaR ELEVATION MN..iE74M&Wrh:.., ­1 4 1 P E'TE O%xASarrRY...«.�••rr-� C `I`A 8ElwEW %%X A 4 OHr=rHa.YOT.Et+a i B.CK.WVSWF+i&y !11 OTFaF.i!S WIN. €LkiE DISTANCE •( :k.T1L TKx1AkO%$T. g - �, ,^,.-,,.-I _'"_••_•SCRkt4AN,^,IgR�6 .,,,m,,� N -- _� i p �" 27�a n4a_ 11 WRED"OF o�,'° - J I-'""""'1'MWbtXid9cx���kP I -I now rwlw HEAD r.� , I - 1 f I -.;$ I? `..-. ° a A A c o- c /` n L9VCR_,7E OR W,so rtr---_j, O1rN4x3RV OnKRg SECTION Ea - B PWAR[DBTf%GEitiNiFNGAXfa - 3733 RNOM000 DR, FL. SAM NI N14CI9 W NOTES! (1) THIS PROOk C718 VESTONEU TO COMPLY WTnf THE 2004 fl-OWDA BUILDING CODE, SECTIONS lox 1707AND 205, (2) THIS PRODUCT R$p AFW_5 W OBOAtE bEBR10 £%TERNAL PRCTECION AS MSCRI$Ea IN SECTION 1B04.7A OF THE FLORIDA BUILDRIG CODE, WIEfN USED IN WINDHO"E DEBRIS 13 Y N OV T4AT-RAL, 176ALUMIN UM .RGION$ 14 HI, A6 RECANT EACH SFT TORA 'I MSMAC.ALLOM1A$tE SHIM SACK TOOF hU_- SHIMS WERE PACE GREATER THAN tfi I PRESENT sB '$} 1/4" 01A.CONCRETE SCREW ANCHQn MU6T 0,. OF SUFFICIENT LENG7h! TOADWEVE.A .IN. GtaBE0a1ENT OF T #W INTO CONCRETE>NR MASONRY 5OR 1 X YVOU'0 RKA GR A MIN. EMSEL'MEW OF I i12' JNTOSCAJ0 WOOD FOR2 X 81JCI(OR WOOD MAMCOOPENINGS (OR.F.AT€R THAN I Wr TMCq (5.? At„ FACTORY APPLIED HOLES IN FRAME ht' MQ£ +R$ NOT DMIGNATED FOR CONCRETE So EWANCh'OR& SH omv BE R,LED WTH r6 SCREWS OF SUFtICIENf LENGTH TO ACHIEVE A MIA. 4MSEoo1ENT OF 5!d' INTOWOOD8UCK M(A8 LATEX CAULK OR FOUTM ENT FOR PERIMETER $EAL AR"M EXTERIOR OF DOOR. (B)1?+kSTAf,i,AY7ON SHOWN IN T,�E.SE HNSTRVOT`OR& IS AGOEPTABLF., FOR DESIGN PRESSURES TO ZO NSF. DESIGN PRESSURES ARE POSITIVE AND NEGX-,VF f% CLASS THICKNESS MAY VARY PER ASTM E.13h0 OI.AI$ CHART RECULREMEWS. SMN E 61A2EV'SHOVM INSUQATED GLASS ALSO OLH4 a O ' FIE(?.. TO SJ N A TOT , t 7JAM SILL GDR F.RB AND J.L ANOtfOIt3. BeBE SFALT47'A HSP&YLC•,IOM'SEAM 5F.NJ"N" (i t) ALL JMTALLATtON ANCHORS MUST HE MADE OF CORROSM RESISTANT MATERIAL OR CC No 112) NOT AU. CONF#OtJRsYTtONO LISTED (N4 AJtC)tOR CHARF ARE SEtOYrta ON 7;ikS OR4;,a0NG. HOK>Ev'ER, [N6T.AL:0?lCN9 SECTI4M A,A 8 i3-$ AFKY TO ALL C,CWQVRAr,ONS.. ANCHOR SPACING SPACING FOR CONCRETE SCREW ANCHORS OR WOOD SCR -AS ON THE FOLLOVOW 5H?APM -HALF NYG0 LO1v -OCTAGON 'FAN FFANN,1FOAM' 3;.E •FULL CIRCLE -TRAPEZOID -HALF CIRCLE -QUARTER CIRCLE .OVAL QI W,RTIER CIRME ARCH 41ALF CatCLE ARCH -HALF FAH ARE A S FOLCO415' (1) MAX SPACING ATw`AD OR 611 L CORNER Air_ I2} N-0. BPAGINa AT JAMS+J3RNER IS e, c3I MAX. SPACING ACROSS HEAD OR SILL, IS TY, (4) MAX. SPACING AC2RCS*I,0Z SIS'17, �9625 DENTON AVE. HUDSON, FL 34667 €T'TMe SERIES #8045 RLLUMINU PPICTURE: WINDOM I GENERAL NOTES FOR INSTALLATION DESIGNFR SERIES f/g% J/////�,jrK. �r r •6 i MRRKA SMIl}i RY. M,q$ 10AXE 6/37,(05 IP/ "f i 01&C1r'uNE'C1v?!. .,"„' NT3__'- C`KOStN�O Z-1 11/ 1'i „,..., , IR keo, k' Itil3J xl isu:.... `TF:6F I %2J2]t+Y-'{ 5SS47 q 10F4 LAL_1* 3u4 91 ^^' SEGTiON A -A SPACE FAT4e.1RFRY4ti ar DTFfIK,S t GTE& i (1) THIS PRODUCT IS DESJONED TO COMPLY WITH THE 2Ot FLORIDA BUiLOP4E [',ODE. i (2)WTNEMANDVErIn WTERPtL WALL6EW53-t5ALVNINUM. (3}SNOLtAS REC'D AT EACH SET OF OZTALLAT*NANCHORS USING LOAD REARM SHOOS. w,X. t Ai1CWA0lfi SHIM STACK TO BE JAC. USE ON" WHERE SPACE GRFATERTHAN 1116" IS PRESENT. (4)1/Ir CIA CONCRETE $CREW ANC41?F6 MUBT BE OF SUFFICIENT tE W1l#.TO ACHIEVE A t,0K EMBEDMENT OF 11A' INTO CONCRETE OR MASf?CY FOR 1 K YYCAD SUM I (5) MAX ALLOWABLE SPACINGa'111.A CONCRETS..I., 11111HIN A"M-1-1 EACH C JRNER, 17' ACROSS HEAD & S&L, AND 12° ALONG JAMSS. (4}CAULKL filNOFLANGE W1TiN LATEX OAVLK APP1JOATIOR OF LATEX CAULK MUST COMPLY wTH $E/4ANr MAM)FAGTVR;-RSw OMMENDAPOW ' M MAPPRDVED MEMBRANE ORMIATERLAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO G'ONTRtk. GN,VANIC ODIiROSION. (e) GLWS THICKNESS hMYYARY FAR ASTM E.1S00 GLASS C94RT ReOUIPEMENTS. SINGLE OLAM) SHOWN, fN51A.A'iED GLASS AL80 Zr 18J JAMB/ SI.L,COR34kl AND AIL ANCI�%7tCE TO BE SEALED WITH SMALL JOINT BEAN SEAIAYr_ H&#, (tb) ALL 141ALLATIOE! ANCHORS MUST. MADE O A CORROSION RESISTANT NATEAM OR. COATING. I. ENIIF.DM6NT CAIak­EENA• . Li3L :asa157 rT'I 9626 DENTON AVE. 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' 415.00 48-00 $( 36,00 I AS= 3 3 3 3 -47,80 +-70.31 +an w � +70,Si I 45100 S0,00 _ 7 .00 3 A 4 -67.50 +• 6, 5 +87.60 +56"28 �--�4p8y.0�0 64` 0 24,00 3 $ --tOS.15 +80.00 I S4.aa ,Do 3 3 -W.75 +a0,00 ( f` .68,91 i T2.00 3 _ +r>3.25 64.00 ` 4 -15' & $b. AO $0,00 24,00 36:00 4 4 ,1, 3 -Moo +80v +Moo $o:00 4 3 -67,50 +67.50 60.00 M 60.00D 4 4 +60,00 4 - W043 + 1 3 M MOO "$-Do 4 j 3 -77127 +77,27 1 $6.ii0 06-00 I 46.00 60.00 4 4 pp 3 # 4 -61.34 _61,127 +$1.38 +07,27 $6. 2.00 A 4 -47.73 +47.73 .72. 2A.W MOO 35.00 4 3 -75,0D i n o. 72.00 72.00 48,00 60.01) 4 4 i 3 4 -62,30 +52.50 +54.00 ?Loa 4 + ;50,00 +'. 00 I__ WINWW WIDTH tlm__iWINUM � i MIGHT j. $X'r IM $f.BSrA'I) N VVi WIDTH It`IItrram _t{ t ` 2 i I T---u }it t HT INNDGOWY t7it W_ ELEVATION NOTES: (i) THIS PROOUC r IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA WLDING DOM SECTIONS ISM,17M AND 2495 (2) T104 PRODUCT RECO RES WIDWRNE DEBRIS t' MAHAL PROTECTION AS DIE$QR ED IN $E07EON 1400.1,4 Of THE FEOF DA BUILDING CODE, WHEN UBID IN "Pe70ORAl£ DEBRIS REGIONS. (3) WINDOW MAT'EMAL: 6043-TB ALUNNWA, (4 SHIM AS RE"AT EACH SET OF TNSTAUAT3,ONAN0 MP,0 USINO LOAD BEARttt13 WlMi$, MAX, ALLOWABLE SHIM STACK TO BE 1AV. USE SHIMS WHERE SPACE GREATER THAN 1118" 6 PRESENT. (S)1 W MA. CONCRETE SCREW ANCHORS N IUST BE OF SUFFICIENT LEND tH TO ACHIEVE A WK EMBEDMENT OF I IW INTO CONCRETE OR MASONRY FOR 1 X MOOD BUCK OR A MIR U LA IV E` A UN t7) SE TEX fAtR.K OR FOPJ AL PfF FOR PiiRlMETE'R SEAL RO 4 F-XTERtt7Ht OF (6) IF EXACT W DOW WI' IS NOT LISTED IN ANCHOR CHAFTT, USE 71,1E NEXT SIZE LARGER WR40MFOR ANCHOR QUANTITY, I$) GLASS THICKNESS MAY VARY PER ASTM E-1 WO GLASS CHART ReMMMEW8- SINGLE GLAWSHOWN, INSULATED GLASS ALSO QUALIFIED. (10) JAUS ISILL CORNERS AND ALL ANCHORS TO BE SEALEOVV£TH SMALL JOINT SEAM (17)AlL INSTALLATION ANCHORS MUST BE MADE OF R C)ORCiO$IDN RESISTANT MATERWL OR COATING. T IO .TIONSU ANCHOR A - ON TH) (12) NO ALL COIF URA S"ED ON ANC R CHART RE Tlua`at S DRAY+ANG. HOWEVM INSTALLATION SECTION A•A $ BBB APPLY TO ALL CONFIGURATIONS. (1 T T 3 THESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE USE OF , J AUA W }+8"APaJEALEC GLIB&. NOTES ON COMPARA7IV>E ANALYSIS & ANCHOt CALCLRAT)ONS (1) CAWLa.ATIO143 DEW VED PROM TESTED UNIT, TEST REPORT IPCTLA 182SWI E� 7ED UNTf WAT3E9"0TE", DT 2U' Nx TTTxW' At1$S"ttC47G' 114" flNNFA4D CUA88 AS fd°x 38', USStG}r(3CMANANNEALED D !i4n1. CS) NEOI 1WM1 OESaiH LOADS FLORID ON COMPARATIVE ANALYBtT 0,4 &SLABS ¢H HART FROM A$TM DESIGN LOADS BASED O COMPARATIVE (4) POSITIVE 1R`StON LOADS BASED ON COMPARATIVE ANALYSIS EDgt) B0L1N(. WATER TE$T PRtiSSWE- 5 THETY H ARE DE NOT TOTAL QUANTITY. 4UN4T1 OF ANCHORS OR EACH 8t ( MAX, SPACrAI HFADOR SILL C O"ER IS ir, (7 t4AX. SPACING ATJAMSCMWRtSd> (8 MAX SPACING ACROSS HEAD OR SILL IS SAT. M MAIL SPACING ACROSS JAMBS IS 20', SUNCOAST DESIGNERS, INC. 9625 DENTON AVE. HUDSON. FL 34667 71'CCF SE'R€E8 i300BALUM3NUM IzICTURE Yifl� NOOW GENERAL NOTES FOR aNSTALLA'TION ✓✓ �d INSTRUCTIONS (11W ANNEALED GLASS) FJN0INESR MARK R. 6MPt7H t1R4YAi 8Y: M4AS MT& 12MON /,Z A: BldV, WSCY'1AW CIV16�. - N.TS,..» NO3OWOd- N.T.S..... N08D4•DOd -.�-,.� ...... . R f4fiC NO, RSV: ISTTSR: 12"&i s `.." W511 A t Coll NOTM (1) THr3 RRODUK'T IS DE$K#NEDTO COMPLY WITH THE 2004 FL40RIDA BLJ4UX O CODE, SECTEQNS ISM T707 AND 2405. 7_ 1 1 PCTION TOM I --A OF FLLLDING CODE, WHEN USED )N VaND$ORNE Dog" REGIONS. C WINOOWMA7&R1AL:6QA-TSAELIW 3} Ma)td• SHtMASRE T I C4 ECCH A I 017 A SET OF NTT BEIAOft ANCHORS USINGHER SPA BEARING THAN MAX ALLOWABLE" aiH1M STACK TO BE 1N'. CatE SHLMS WHERE SPAN C3FSaATBR iHUN 1I18" ES PRESENT. (811W Mk CONC RE-M SCREWANcHORS MUST BE OF "MEW LENGTH TO ACHIEVE A MIN, EMBE DMENT OF t Uje INTO CONCRETE OR MASONRY FOR i X WOOD SUCK OR A MIN EMSEDMENT OF 1 112" RTFO $OLIO WPM FOR 2 X BLJCK OR WOOD FRAMED OPEN"36 (OREATER THAN 1 SW THICK), (6) ALL FACTORY APPLIED HOLES IN FRAME MOUSERS NOT DESMaNATED FOR CONCRETE SCREW ANCHORS SHOULD. BE FILLED WITH i'66ORFW9 OF B fitoJSNT LENGTH 70 ACHIEVE A MIN. KNIM +1dEW OF SW IWO WOOD SUCK M USE LATEX GALIAC OR EQUIVALENT FOR RBRINETER SEAL AROUND EXTERIOR OF DOOK WI EXACT WINDOWSIZE IS NOT ttSTFD 1N ANCHOR C%NR7,. USE THE NEXT SIZE LAMERWINDOW FYIiN AP#G1+OR CTUAt41Tf1'. (B) GLASS THICKNESS MAY VARY PER ABTM C-13DO QV" %MT REOUINCBAEWS, SINGLE GLAZED SHOWN. 011SULA E T D qLJCB$ ALSO A QUA LIFIED, Ham, a JAMB J S s C7 M-L CXIRNlCR. AND T Tt C4JTttt JOINT SEAM ) ALL ANCHORS Ill SALE SMALL SEaVANT. .LLAt ON ANCHORS MAST E@ MIOk OR A CORTSJ4 REf$TANMATFRMLt1 rw D12 T URA' NO All. C;ONFIG HCNN& O R CHART 040VM ON Tin RAWING. HOWEVER. INSTALLATION SECTION M4 & B•SAPPLY YO ALLS .00NFIGORATEDN (18)'THESE DESIGN PRESSURES AND INSTALLATION INSTRucTious ALLOW THE USE OF IW ANNEALED GLASS, f411'a`g ON COMPARATM ANALY a ANO►KM C: AELYXJI CALCULATIONS DERNEO FROM MS, UMIT, TEST IMPORT N CTTLA 13125W-T ) TESTED UNIT WAS *W, 7Tx 72', UIDNIGLW(4Mua)ANWALOD BLABS ANDA DOWNISIZED TESTED UNIT WAS'O", tie x a$', USiN01A" (SJnm) ANNTALCA GLASS, �NEOATIVE DESItMI LOADS RASED GN COMPARATIVE ANALYSIS (Pg8 & GLASS CHART :4$lTA E-13M AND TN&:'LORiDABUELDikiG COOS. (4) POSITIVE DESIGN LOADS SASM ON COMPARATIVE ANALYSIS (oaf) &MAX. WATER TEST PRESSURE, (8) THE OUANTrtY OF ANCHORS ARE FOR EACH SIDE., NOT TOTAL QWKIITY. M(. MAX SPACING AT HEAD OR S&L R B'. (7} MAX. SPACING AT JAMS CORNER tt ir � MAIL SPAGIN D ACROSS PEAO OR ML IS 20". 9} ir WAX. SPACING ACROSS JAMBS IS 20', 9625 DENTON AVE. j 1 HUDSON, FL 34667 i WRE SERIES 130M ALUMINUM PICTURE W#NDOVV I GENERAL NOTES FOR INSTALLATION I INSTRUCTIONS (1/4" ANNEALED GLASS) ""�� // � ZR MAR14'A"SMITWWa.- fit!!^'- - tC`. t2�1I114 T. zGPOf D+°ce+L)rM. OIVIi• N.T.S. :: 8Db0I tl.. EEO. HO:: I term* " A 20Q4INNS2007 12aaM6 a 'b,L51# I A 3OF12 '•."�7-R#nA''ARPr EApSLLSTE&HIGM�w4r, 3Y'3eN ss11QaJ R'-.' + t•94soada (( �j T S PRODUCT iS DESiGNiED TO COMPLY WITH THE 2W4 FLORIDA BUILDING O?DE, 9piCTI-S P 16^.6,1707AND 11.11 IWJ B�F_CT PRODUCT N 1� tAROFF rTHE FES LORIDA BUILDING CODE, WHEN RNAL USED N AiNiNDS DEBRIS R0100 m, IS)Yw14UOY1T'"TERtAL: 4o6a-T6 AL(N+INUM> (4) 81MN RS REO'D AT EACH SE'f WSTALLA7)ON ANt'21ORS USING LOAD BEARING S!$MS. MAX. ALLOWABLE BlkAt STACK T10 tE HAT. LASE S}nkC4 U 45112 SPACE GREATER THAN It% -to PpeavNl tea^ E$J M. "FE SCREWANCHORS HORS MUST' 8E CP SUFFICIENT X LENGTH TO AC# A N A MEN. EMBEDMENT CF 1 1J4' INTO CONCRETE OR MASONRY FOR t X W000 BOOK CRANK LGMBRDMENT OF T 1C2' INTO SOLID WOOD FOR 2 X BUCK OR WOW FRAMED OPT,+WN08 (GREATER THAN 1 3W THICK) 8S ALL FACTORY APPUED HOLES IN FRAME M IRM0155" NOT DES)MOITE4 FOR CONCRETE �'-^^--^^^•- WN O M _____i SCREW INOHORS SHo= BE FILLED WITH 08 SCREWS OF SUFFICIENT tUNGTH TO t-- --•i ACHIEVE A MIN. EMBEDMENT OF M- WM WOW Supi4 '�'# i i I"A= r' LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTeNOR OF ($) IF EXACT WBNDOW SIZE M NOT LISTED IN ANCHOR CHART, USE THE NEXT SF2E LARGER 7 ''r WIWOW FOR ANCHOR O~117Y, Am- (f � t'"--' � (($p) GtLASS TKCKN�S MAY VARY PIER ASTM 94100 GLASS CHART RECUHRBMENTS, ajhOLF ( I bIAZEPSSHf0M INSUTATSD GIABSALSO QUALIFIED, - ( tin) JAMS J BILL CORNERS AND ALL ANOHOR3 TO OF SEALED WITH SMALL JOINT sEAm !i SEALAnt. WINDOW M (11)All INSTALLATION ANCHORS MUST MAD, OFA CORROSION RESISTANT MATEEMAL � OR COAT$AG, (12) NOT M L (X#LFK4(IRJCTTONL3 LISTEq ON AN4E.'klOR T.EfART ARE ON TH#6 iOETAWMJQ.. HtNVEYtER, I4SfRWAT ON SECT)ON MA 4 B.8 ANRrLV TO ALL CONFIGURATIONS, UM � } j ANNEALED GLASS, 1fiES AND it4$Ti4t.lATtoN iNSTRUCT)ONS ALLOW THE USE QF }. - (4-= NOTES ON COMPAWLTNE ANALYSIS b ANCHOR CALCULATION@/ -^'t }- (tj CAtCVtA 40NS DERIVED FROM TEST90 UINNNT, TEST REPORT 0 CTtA 1326W-1 EXTEMOR,IEtW-Ar-o"I 2 TESTED UNIT WAS "O', 7r z.m. USING 1A:` M Mw)ANNEALED GLASS ANDA 00VO BI27E.D TESTF.O UNIT WAS •O', 84" x M. UBa4G 118" (Sam) ANNEEAL.BD GLASS. t3) NEGATIVE DESIGN LOADS BARED ON CCMPARATVE ANALYSIS (Fri) & G(Am CHART FROM ASTM U-1?00 AND THE FLORIN BLA,QO NG QDOE, („ P STN< LOADS BASED ON COMPARATIVE ANALYSIS (OUT) &MAX WATER C6) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE, Ne T TO ,rAL OUANTITY. '6) WX, SPAC14G AT HEAD OR 04" CORNER IS Cf t{7) MAX. SPACING AT JAMB CORKER 158' (8) MAX SPACING ACROSS HEAD QR $ILL J$W (9) MAX. SPACING ACRC S JAMBS 18 20'. 9625 DENTON AVE. HUDSON, FL 34667 Me, SERJ S 13000 ALUMINUM PICTURE' `/t iNDOW r GENERAL NOTES FOR INSTALLATION INSTRUCTIONS (1)0' TEMPERED GLASS) I R MA.RICA 4PM'M 8Y:. MAS 'IM 12/1/W ,.r GI50TPI01E CIVIL aOAI.E. N.T.S- 7w, $Df•W2 %Z Zff7l°! PL. WO. W.c 5561 t RCN. LETJ A 7 4F #2 A 2aC•I YYA32W1-12120,0e ~' rarmwoar Eitc€ rw Emmoittwo S71616mmji A k O g,#�i.TJ2 PH W1-%%am NOTES: - (1�}THIS P#tC3OUC7 tS 01:S90NE0 TO COMPLY VMTH THE 2004 FLC Fc(DA BUILDING CODE, l CTIpN81EW6. 1T0T AND 2405. (2) THI$ PRODUCT RERUIR ER5 WQaQRNE DEBRIS EXTERNAL PROTECTfON AS DESCRIBED IN SECTION 1eWA A OF THE FLOREDA BUILOR4G OOM, I**Ni USED W WINDRORNE DEEMS REGIONS, M WWd)OW M1ATE1MAL : EOo3-T5 ALUMINUM. (4)SHIMASR$p7JAT1i4K$ETOP IaNSTALLATtONANCHORSVSI"'.QAOSEAAINU S1f W+S. MAX,. ALLOWA13i€. SHIM SFAGK TO 8E 1W USE SHINS VO4eRE SPACE GREATER i_­_­­__­.1_..­_ . e {........�. w �{ C(W,; T'ER THAN a am 71IIOK), 1 WIDTH _.1 i (6? ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED. FOR CONCRETE g' 11 I~ i SCACHkeVi:A LWBEEOWN?"OirWtttTOV4WDSUCK, OF 8UF FICtENT L8;N4TH"F'p l7} USE LATEX CALLA M EQUIVALENT FOR PERaNETER 3EALAROUND EXTERIOR OF -T 6,,{ O{S)OIF F3CAOT WBMWOW WE IS NOT 0STW 4N ANCHOR C.HARL USE THE NEXT SIZE LARGER ( W) GLASS FOR ANCHOR WAVARYQUANTITY. I G GLOSS THICKNESS MAY VARYPER LSO C ,A.LAP GLASS CHART REQUIREM6d4TS. SMlOLE t 1 GLAZED SFIO44N, UeSUiJ,TEO GLASS A{,86 CaJAJJFIF.0. t�, f10)J.AM$/OUC"ORNERSANDALLANCHORS TO BE SEALED WITH SHALL JOINT SEWN I ffi L INSTALLATION ANCHORS MUST BE MADE OF A, CORROSION RESISTANT MATERIAL OR COATING. (12) NOT ALA, CONFIGURATIONS LMMO ON ANCHOR CHART ARE SHOWN ON THIS 6,alOR.r-'''i I S.0 (DR)AWWG,H.tOWEVER, 6t6TALLA'rnON SEpY)ONA•A88-B APPLY TOALL CpNFIgt1RA'TItlw3. 3 - - 11,§ THNFJ1 OEajGIY88. Ski R*S ANO W$TAiLATIQN JMTRCJC7iONS A"4Di,V Tt* LiSE OF aLmc� I t- _�T.. � � � NOTES ON COMPARATIVE ANALYSIS i ANCHOR C ALCUEATION$: EXTERIOR ELEVATION 8.l#70 (1) CALCULATIONS 06RIVED FROM TESTED UNIT, TEST REPORT s CTLA t828W-f AIDA TESTED O M&PI,0 TESTED UNIT V,A4S*Inr,34-. 3W. Utoma lar t'artm)ANNEALED GLA86. Is) NEGATIVE OUSIGN LOWS BASED ON COMPARATIVE ANALYSIS (pa#) &GLASS CHART FROM A" C-ASOO AND F WAI IA BUILDING CODE, (4) POSRTtVE DESIGN LOAD$ "EDrON COMPARATIVE ANALYSIS (PAR &MAX. WATER TEST PRESSJJRE, (5) THE OUANTTCY OF ANCHORS ARE FOR EACH SIDE„ NOT TOTAL QUANTEY. (6} MAX. SPACING AT HEAD OR Sa,1. CORNER IS a', } MAX. SPACING AT JAW CORNER is Ir MAX- $PACCNO ACROSS HEAD OR SILL IS 20'. MAX BPAC**ACRO6SJAEU)$;6zV. SUNCOAST DESIGNERS, INC. 9625 DENTON AVE, HUDSON, FL 34667 CRIES 13006 ALUMtf' m PiefuRs, wINDow GENERAL NOTES FOR INSTALLATION t WT14NS (3118", OR 1141 TWPVREO iWRWftR MURKA- 8WfiR ti9iN E1" MLR: 12MM{ �aG6'I.M'4: CNa. E: N,F,S. 7IS' L. R"4. WO, SSSi t REN. ie5'`rf,T'".a A .-_� B �OF 12 SUNCOAST DESIGNER% INC. VERTICAL M1;LLION DESIGN LOAD CAPACITIES FOR EXTRUDED ALUMINUM TUBE MUI.LMN (0.125 wall) W"HERF. USED APPROXIMATE Stiff OF TUNE TYPE MULLION, 1" s 2" DEEP s It$"WALLS RW'PWWVN TWA At TIFAIX1114 1LVIXTNY1a'Q WHIBVF 7'", W11Yr9 ANr) MIRMINIT ARV QRnWN f1X TNTC CUAY:T- > 1 .IZ"f Kw 37.ON 44. 33MO 68.009 72 MO 26 610 646 3 14W.7 SK7 564. 584.7 S84.7 554.7 3A4.7 SK7 54.7 SK7 # . .2 3NA .4 31 .6 6 305. 2203 .3 22 .3 3&375 2(>kx.2 W7 1 1 7*E:9 I$72 I91,1 tai,8 I$ $ 191 3 198 182 A 1' S s0.. 4 ! 1 t 38.7 I . 7 1 a 44>010 1.S 1S 1.9 13.t.3 t , 265 125.1 12E1>6 6 129.E 1 1 INS 1 1012 917 9Z.9 92.9 919 .n.9 40 146A 111,4t 964 3 SJL4 911 93 z 79,2 792 IS,, 4 6 3 1 _ 65.3 fi, 3 M41I0 114.1 9Ei 1I 43 6$ 5 .4 64.4 61. a* 9.3 $7.11 57.0 60.060 9*3 71.1 61.I 5611 Wt UA 4%7 47,7 46.1 45J 45.3 63" &L6 6:>Y' 112 47s 4G.9 41.9 414 36.E 37.4 37.3 66.060 a .7 4 7 2,.2. .IS.O 41.i 40 .2 3$.I 33 $ 3a.i 32,5 31. 3L0 84 . 4-.1 1,0 43 5 267 293 23.9 Z26 21.9 900 45.4 :9 € 2S S 24. 22.4 11. 19 1 17. 11 2 2.7 9 t..& l .6 7.5 33. 24,9 1 19 $.6 I.4 161 €S i 13. 12.1 ,6, 1fi.$ t' 12 S 1 0 11 1f1 .S 98 9.1 7,S 19$ $$6 11.5 9.7 $. 8.t 7 9 73 6.7 6.2 73 S.0 NOTES. 1. This chart applies ONLY to Sancaast Desigaarii, lac,'&4thmk mm tape m*AWa when wed bdween tents alamhEam wfedow& 2, h dow width Read w b 46d Rd mrltrs. hht Ia t as X art are w ti Tt width, 3. Window widtls hnv8 at aria of tb far a lbdasr atsl O the overall xtadoN httb tr tdaE44 a4161niity 4. Chort h1 not IRtaihd to two wEsldaw eaib is $I smgie opeaiag. design 4$ad capacities apply to any a+katbersf wisdaw mails of gads lktW on chart, In a Obtain opani% S. Da ea cl a chart are In PS . 1®a pennon pe ties Hosted sa of eat F MULLION INSTALLATION REQVIREiv ITS: i, Ate eh tUae ama & st is m a i6a to substrate attCmal Drat e, s mnal9g aacbM at raee4 cad of onion. g � L Wood framed opentaip: Anchor to substrate using #12 woad screws of sufl hat leagt9 to achieve a aniabsBln emb dmeal of 1112". (Sid chart an second sheet for 9waft of saahan par math'an v6pi. 3. Masonry tlpa*WW Anchor to solistrade Using 11411 Dsa. Tapeeas of sa liicienthaigtft to arhkNe ■ IMirdmaas emb"Ingeot of 1 t/4". (See chart on second sheds far quantity of ■athors per sneaking t hp). C Attach wtadow fumes m IB uM n nshlg #8 sea'tsWoli sh d astai germs through sassaketarers pro-fabrhxted la alin i4A hok6. roI + I II J t I 11 f jI I a 1 # a;i i t t 0 C a' II 11 ' , (i �w J, r y= :¢" �> - ,✓ ' t Prepared by EXCELLENT ENGWEERING 3730 XLNGSWOOD DR- SARAS(1TA> FL. 34232 Mark A, Snadb - _ - Fl. RM.. iNa 35511 I. t of2 eI4XI-8TQW VA))I-V I . SUNCOAST DESIGNERS, INC. QUANTITY OF €AS't'17MRS FOR VERTICAL, MULLION D€SIGN LOAD CAPACITIES fh.rntiwnr.nuhn=. nut mnB.Nna+Wt.A-.I--A Aucl"n n,w.-hwm.1,-#I nf7- III1FY, f vl. - ---- u --- ---- -..__-. _____ -- s - --- a-Ly t'axi���,�dad N���� 11111111111�11111111111�11 IIIIIIIII[IIIIIIIIII 1111111111�1111111111 ������1111111111�11111111111. m a ®Iris I�Ir■I�I I�u� a� ®� ®�� �� 'Nit �'���l��ti•i�I�i���'. I LE T 'f fS,t ' . I NOTE: (I)This pr$dxt is designed to coin" with the 20" Mrkla Boildin Cade. (2)Maiaon and anchor strap aaaterht to be 6063-T55 Aluminum. (3)AII lost4 stion anebors MUST be made of a corrosion resistant tuatarkal oT costing. Pniprlred by EXCELLENT ENGINEERING 37M KINt it t?f}D DR. SARASOTA, FL, 34232 M. wk A. Smith FL PjW No.55511 2 of 3 X,_._e,�%� itQxl & TtTbt Mni1-V SUNCOAST DESIGNERS, INC, HORIZONTAL MULLION DF;4IC,N L()AD CAPACITIES FOR FXTRUPUP ALUMINUM TUBE MULLION LION (0,125 wall) WILLERF US" APPRf).XIMATE S14F OF I'tTW,T i'YPI MULLION : I" x 2 1t2" DEEP x III&^ 810K t`ALL:S & 3,'8" UND WA'S or,T%VYi 1P%11*l4'i`l A1.1 MU'VT1a4 YV11011d' IRW14P9PTHE%"IYrHAI\i!RPI(.14T A ux'.gWf)WV nit TTNC C'AA NT 1V' th a 3$ 250 $1.000 b4,000 a2.00@ 74.iNx) Nt).eLR) &&.tN10 9$ I00 iJI6,()00 1ZE€,tkHi I+L 0Q bf_y 1%125 191.0 12610 I VIL41 MA) 1 83.7 (ti#} 1 4T4 3714 28.1 173 11.1 2t4500 t 8.1 1114 Et 7-C6, fz,.0 '1.9 4S.6 36,3 274 20. 14,Y 8,1 32.VW t47.0 I'M.) 61% - 6,0 41.3 30"i 23.i 1; If,& 6.11 _WWO 144.9 83.4 (,;-" ".S2.1 4-.." 17.2 27.h 2LNI 15.3 HF.S b,Ft 37.005 114.rt JI $-.. 7 n ,4} I,H J€+„ 3M.1 2h. ! 205 t...l F ),3 v 4t1.a8ti I,};,t) 1. J.0 ^°)0 gS,tl n A'i., id-" ..S .-_ n2 i-.� 11-£) n ..4 +.5 44.000 1143.0 7,0 56,0 xb,b 41.0 31A :.{ t7,7 12,'! 8.& 5,(I 4$,004 1.13,0 "J) `4.R 4 "; 38." i}),g T1,5 )6.S 12-0 4,1 4,6 t100 44:1.4 0 5:1) s+,1 36.5 2R,}I _43 IS,3 t),I 7. A,2 WOW 143,I) 1 -_(t I Si-1! I 3&() 34.4 1 26.1 18.8 14A 141.1 5.$ 3,,y 7 .M 14,1.1) 1 74.8 I ,1jj§ 36,7 32.5 I 24 4 11,y 12.6 Ig9 F19 13 NOES.., , L chart •1 S %. •1 "u w This Aar. applies UNI,Y o uar4sasr Dex' Ian's 4Wminuln tube muaion when seed between 1w0 4 umia- aI windows. Ptd �TJ era, L Read wEndoww Etb and isei�ti inches, 3. Window height as shown on Y axis ot•cbsrt acre for A single window unit. NOT the Overall whidow assembly height. 4, Chan is But tonited to two window units to 9 single opening, des#go load capacities apply to any number of window Units of si x fist )n cha in a single o anin , 7x 441 a r4 a16g 1's R. S. Aeatim preusam capaeitha li tW oD this ebatt are in PSF, MULLION.' INSTALLATION RE LIRE41 S. 1,Attach mullion tosabstr to asi" Ssenawlf)agners Ind. sautiktn anchor dtip af each dad of multllt . r t 2 Attad vertluii m I:k eJ it ae fi #n natal mn$nIa ns ti coast er's m0linm auI h z. eH a 1a a ( a , hoalz - kog uo Doiga p M p of ver(icst mailm8. 3. Woad framed openings: Anchor to substrata using #12 wood strews of Oaf wieut loagth to achieve a minimum embedment of 1 I «". (Sec chart on second sheet for quantity of Anchor% par mullion clip). 3. ktasonry openings: Anctior to suWralc using 114" Dla. Tapcow; of sutticidnt length, to achieve a minimum emhodmentof 1 1/4". See chart on mcoadsl m far cant ofaachors r mudlin c' ), ( 1(y Pe hP. 4 3, Attach Window k4mdto mUIgo using welttsPP#nasheetand .crew4 fIroco m4oaf4rtu re! z rt-ftridatdd installation holes. _ -__,_-..___ _ ___'__.._..__,_. 3i I 1 if 1.� r -,.- // ��' li r i 14 f J - - ;, z V ", ` \? i .; ^ �' w Prepared b LXCELLENI' N, iNFERIN G 373E KINGNy Y£iOD DRL SARASOTA, F 132 k> 34 METE A Smith /' _ Fl. R6 4 1 ,/ a 53Si l i 1 { t f f y s �� rr-" - t_ I Of _ � - I:.. 1.2x:3-8'iuilc 41U.3 i�l ' I . r, . 7f�, " - / SUNCOAST DESIGNERS, INC Q€,IANT11Y OF FASTENERS FOR HORIZONTAL MULLION DESIGN LOAD C.A PACITLES 0-tiiv of sn.hn=. ner ­H elia.t mN_ •-: aI- •eid,t.d- --- f-.heat l of 2. �r°.aA,4�;?.�E�} i I���� i � � :103 1111111=1111111 i�����. aaal�aaiatYafladt��Ia�e�� S at )N'I T T 1 Width ^--- �--" Widths- �.L.,, Rcight NOTE, (1) Thin prodadt h designed to compy with the 2094 Florida Saikiiag Code. (2) Maillaa and anchor strap n uaerial to be 6063•-TS Aluminum. (3) AD iaastailetios anchors MUST he made of a earr0.sloa resistant insterdal or coating; Preporsd by EXLLENT ENGINEERING t� 373E IWtQSW'OOI) DR. SARASOTA, FL 34232 - - /,O�t - Ft, Reg, No, 555II 7 _- 2 012 Ix2_I.W-$ TubeMull4i /ti tt /' - f DEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 2 P eac o da 3357 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoenginee6ng.com CA 25948 a CD In 0! W Z -n C) IN to V V1 4 1 6M Q M � V M 1 a W M N 1: a/ 00 J 00 I H M C/) 0 rl Q a Z W E 3 F- w W z C7 C� tD �__ Ili U W �'= L1 J 1 0Q CL LU0^�' `^^ W V) 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 MONTHS AFTER THE DATE IT IS 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. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD i,04_ N * V Z 0 W N N 1 L / 1 M T_ T_ 4 e C '.Y" air. 4 i •' . •'� �r:a h..: c,n �`" .. '. ,: ...Stir'.. ,. „ ... �.,. .. ,:: , � ,.. ,..., «��� #^�t"xs t� � , • ,.:,. 'r�.. � ,:, .., < � �` � ..,,.. a �.,.. .:�- ak'"C. ... >•,... se:. w .:,- + >r.. ..;.. ,..:..-. ..ems fi: ,. � ,':, , �, s, �, . ,, r'.. ', ,� fie :: .` ...a '4`..k._t „.V �:a,- .:d- 5..,�: S,J k' ,•. ... <-> *�'�+,= :,w. ,:k EkH ., . ,� ...... �"'I �t-x*.� fr.L%. _.. .: %..,, T,^. }5,�',. � . u r A , , 0 a DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 i O 0 Ln H Z I—. CIDON� p jo,� z QmLDv- M Go zQ�aCC) z E W W3:~ W z J0 F_ Lu Ur C)J 0 i CL LL 0 V)CL Q� m 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 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 PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FIREWALLS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH FW-1 N z 0 D m M N O N N O T_ Ln D P 0 S.E. CONSULTANTS, Inc. .January 10, 2006 Powers Steel & Wire Products, Inc. 4118 East Elwood St. Phoenix, AZ 85040 Attention: Bill Powers Reference- Powers PSbox8, and PSbox8(5-5/8") Lintel Products Gentlemen: S.E. Consultants, Inc, has no financial interest in Powers Steel & Wire Products, Inc., other than providing professional consulting services. Furthermore,S.E �onsupants , Inc, 1s not owned, operated or controlled by any company manufacturing or distributing any portion of the product listed In the refer4nced reports. Furthermore, S.E. Consultants, Inc. has no future or psnding interest in Powers Steel & Wire Products, Inc. If you require addit oral information, or if we can be of any further assistance please contact Us. Submitted by 5 E ConsuttQnts, Inc. l�.j L�•r,+l Steven W. Sorraub, P.E. Vice President 5800 East Thomas Road., Suite 104 • Scottsdale, AZ a5251 - ..Phone: (460) 946-2010 • Fax: (480) 946-1909 Powers ers Steel Product Lintel LINTEL DESCRIPTION / r INDICATES HEIGHT OF GROUT .PSbox8 - 16" 4 I (ay Pti _ f HEIGHT OF `AN AN>r LINTEL I � •#`c' (1} VARIES-BEEE PLAN AND SCHEDULES. S�d 4'x 4• NGTCH AT GROUTED CELL $ (5) a" (7 5r8' ACTUAL) y6 C 131 10 O 3 (s HEIGHT OF SOLID USCH (7 SEE PULE. E �(2) S.E. CONSULTANTS, INC. 8 5800 E. THOMAS ROAD, SUITE 104 SCOTTSDALE, ARIZONA 85251 (480) 946-2010 FAX: (480) 946-1909 NOTES: PR xtv¢rNnaa,-ntuRP' sshn �R! A[+uDz rin [xw5 {¢e or Mr<3J. Tr uis:bTUA. L sarr, w4Bsnic [kTlmM or rR>JawmFOT1545S[9+]....NT6LRiN.L @scA5.5 � (TA. SCetil ASMMUiM'-Ii.±(W @Y PONH515nR:L MID. M'IKk .m s[fo avwaD TAa1F3 TCJP MORrurrcrAc. R[:.\'e51RCkb{b. T001- { -iA1'pUS T[9AS M1UlFl tM1 "OTE Prkxxz.s.a+c slaP,ze.RADe sxw.asnsrM As]o ckur-c mnmvnsr niAT ttm Lem�rsNor mpNncw.mtx rs (PY.,p iAI CavU tle.SMd'1Tnm, Tar enxlz0. ,-u.ReLViWLVMtxi N m iK7fE DBFYWA[An¢tISD(J M1VTEF}iitT STRtCRI'RALraPAC1Y. #'I`'t7hU r'a'PASr MV3W#, OP 1AMa5. raa SrAN41AkS I6U'a1C „!1.-msTaer,l@c wR xAn•L'Bnc•nnBx. srn+aouATUR Mro B�..u. Tv.xa' Boxlavn:;s 111. THAN MAI taco Po551IRs 2. 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Qlj£$Tla:'15 PL@A4ECAW AV CODIA'rA '2GACQYI•M.CISTR.A@O(Inl1A 1NSTAµA7 WA' TD reo rce-R64itt,].4C6AT PtJw'fiRS lJ CoE ARB.lU INSC=3VSET TORPWR;(%P Sz,vm.w,mvsrxurnas rR,.rnces, srr 1a PRan'4[k.mB Arm iR ATIALMMEufrS ICITOP r&w'AtL P.eR ANCHnti'itJNA1.AMi.OA i LS'Jp., PLGMaANPRV'6 Alin ry cl)pk6C'r Rl4.ATWNm Or[}ILr aroAk 51:GINPYRING URAw1,Yi 3. I i_ UMnnnOM, +1' L4AIA. AoI'E L0101'117D 111101 1111U iDw@ANP s'A1ts SHOWN r,S'TrpS Rpa,X(T. n1E LLYSf1.SLA..,tR7; 5E JSED IN AFS[RPSIbTARYS CSTF:U ASSBMkI.YI: n41S5 AYES[RFS6R?'IXY]MRV(INO MRf. I{ull 99 _ R£cISTA1✓1]IC)Y,'pun]R-T011lR R!!R IVAT; airlCVAI. ]e' y AYNGrF.R 9AAA>ER kYRkO(IlAFD t,I'tTuw'tLVND CO0.'NOSi:'I: L[LtB4R PRDDU('t5 U10.�TM.T w]TNTHn.sT9EL IPrtril3. n PAOP(a YARR{CJS woltLp BT.A �-:1zT.tYI.RNG BA0.kIPA wRT}r w to Ma n1tGR'N635 08NlfALViALN A MM. IM' SPACICIG Be'[wtien'"nlP.c R¢sTVB Wen4FF Nv9YIBe414'G'U. 1tYr r,JR VSB Rt r"t,:in•W_rx pflAµi Ud BAOwAR(rCOtMFil PBbai#5T6ELWMHS AI ItllY ItML MIAU DAVLCUMYLAKsi3 BBIM: Sa1:4RJ. NpTf:: Yn C'UF. !2 ALLUw'A81k I.PAD.S AfOwti SNTN£TABIf.S 1VRIY1l{T A.vD Ib GAGE is:]p) INCtl£S Ts, I, lATraTAI. WAD CA➢k-r: Y k.:::iio£A In.lu'R5/.Sp. PnR Mud 18 CMX IS W41N(TiF57NICti. aA 3FIS .IC WML\ti w:Tl NOElH]ItER L �F.ASPS ACLOM'F� r£ bMBRSD:-0AfxNG COM1'orrk}VS ARE APPIJBp TOTY.B. I t: 11JS:{tR SLWI.TAV4N3S ltMrR`:L UIRKTIOriX nN. [ ALtAWAatL(AAa55HOw'.i 1R-Ir!s TAbt6 \NS'B2 ANUS4FD unu; n l+nm' P.cAranc A4.Uup5 SliovM fu ]'Awls h.Ft.. StltxR)NYW(:U 4! AUs TAaL£9 nA£DAT@p 1n1W,aYadEARiY ilnt('ATF. Sl!P@YIASPoS'Pn LOAn@ q r - PSbox8 (5-5J8") Lintels Date! 1l2006 _ �{ F � � 8 Inch book width LINTEL AD TABLE (IN POUNDS PER LINEAL FOOT (t a. < 48`•0' $c!"k: r k �1 pfff p p T L EL LOAD f O ) Bg Ran) J 6 i o �' f..'...j Gravity Load Table 3000 psi grout (160a. x 18"o, span) 'Agy. At I I t a- AGC IIIfaGOlYOAIpFrf SPAN & i - 4 ,r 1V P%..&Ir P 22' P&.&2T 26' P tpP M bb# #a tap BS ep5bpt Aa mo N4toP&W#5 too #B M top #6 M lopdbq V-6' 7775 ' 7776 9576 9576 11377 1.1377 _abp 1'•6' 2.2' 5369 5369 6607 56Q7 7645 7645 9083 9083 to= 10322 T-2" Z-4 4982 4982 6130 6130 7278 7278 6425 8425 9573 9578 2-4' 2-8' 4353 43M 6354 5,W 6355 6365 73M M96 8357 8357 93M 9358 2'-8' 2.101 4096 4095 5035 5035 6975 5975 6916 6916 7856 7856 8796 8796 2'-10° 3.0" 3768 M66 47511 47511 5638 Sees 6524 6SP41 741li 7411 82,97 '-0' 3'3' 7 33 8 3 859 4 7 4 9 d49 7 5336 5336 6 4 17 6.74 7 1. 0 2 7 2 01. 7851 78. 1 6. 3 -2' 3'•R' 3044 3474 42% 4289 5064 5064 W59 $859 6664 6654 7449 7449 3'-4' 4'• ' C 21� 2887 3545 3545 d 243 - 4203 4 1 8a 488 1 5619 55 9 f 8177 6177 4'•0' 4'-2' 1932 2770 3400 3400 4031 4031 4661 4661 5292 5292 5922 5922 _. 4.2' 4'1' 3143. $143 3725 3725 4306 4306 4868 48M 647D 5470 W'6' 1050 2375 6.21 1240 1789 2728 2728 3231 3231 3734 3734 4237 4237 4740 4740 5'-2' 14• 1161 1676 2640 2640 3127 3127 3613 -13 4tg0 4100 4588 4686 5-4' 6°-21 857 1242 2154 U74 Z691 2591 3107 3107 3524 3624 3941 3941 6`.2' 6'•4' 810 1176 2043 2212. 2617 2Sf7 3022 3022 3427 3427 3833 3833 V-4' 7'-0• 665 964 1669 ]932 2358 2358 2722 '2722 3086 3086 3480 3460 7'-0' 8'A' 491 720 12. 1462 2365 2366 2881 2681 2995 2995 8'-0' 2 1 8'•4• 449 660 1149 1 34 1 1966 1966 2266 2Z66 2567 2667 2868 2868 8'-4• 9'-2' 393 537 gin 1096 1777 177 2048 2048 2319 2319 2591 ZS9t 9,21 IU-0" 298 4d4 775� 909 1571 1520 1867 1867 2113 2113 2359 2359 10.0' 111-2" 230 347 607 7t4 1240 1413. 7M 1 1876 1876 2093 .1 f1'•2' 12-0' '193 294 Sib 609 1060 1210. 1490 1534 17 1734 1935 1935 12-6' 168 262 455 639 941 1075 1324 1446 1636 1635 18PA 1824 i2'4B' 13-4" 1182 1368 17Z3 1723 13'-4' 1 5 1 I-. nn A,n••,_ jj mt .-, <. a u. iaayul - ,..Atm.a ic,-na - ,w a, ycr-na -, aalwua.a. By. awe PSbox8 Lintels t Data: 1P20oe 8' inch black width 5 .- ehk: nit ~- [� LINTEL LOAD TABLE (IN POUNDS PER LINEAL F LL OOT) (l6ge• < 18'•0" Ryan) lateral Load Table 3000 psi grout (t6ga.>= IV-0°6pan) o . xr.e• - rr. $PAN P 5 V 1Z PSbml&12' 14, PS 8-Ir M.8-16' Pa.'s -IV - & PAN (it) AS 4511,000 #5 Pop 45teew 45bp #5 top w iS BP 15 #)p&bd $slop #5 topittel 15 top A510 AW 43 top #6 ww t5IV 15 ft" (it) 11•6' 4544 -4644 5375 5376 5800 5800 8229 8229 7101 7101 7985 7985 t'-6' 2'-21 3146 3146 3721 3721 4015 4015 4313 4313 4916 4916 552E 5528 6773 6773 6039 6039 2'-21 2&% 2558 3023 3023 3262 3262 $504 36011 3994 3994 449t 449t 6603 6603 6532 6632 2'•8' T-2' 2162 2152 2546 2546 2747 2747 2951 2951 3363 3363 3782 3782 4634 4634 5501 5501 3'-2' 4`1' 1704 1704 2016 2016 2175 2175 2336 2336 Z6133 2663 2994 2994 3669 3669 4355 4355 4'1' 4'- 1515 Isis TMI 1792 '1933 IMI 207s 2076, 2367,2367 2662 2662 326Y 3261 3871 3871 4'-6 5'-2' 1319 1319 1560 1560 1684 1684 1809 1809 2061 2061 2318 2318 2840 2- 3371 3371 6'-2' 8-2" 1105 1105 1So7 1307 1411 1411 1515 1515 1727 1727 1942 1942 2188 2240 2407 2474 6•2' 7-0• 974 974 1152 1152 1243 1243 1 M 1322 1412 1436 1513 1641 less 1739 1868 1920 T-0' 8'-0' 814 819 sit 919, 956 966 999 1012 1061 1098 1168 1180 1300 1331 1430 1470 8'-0• 9.2' 620 624 59A 700 728 736 761 771 523 837 882 899 980 1014 1089 1120 9-21 16-0' S21 524 583 580 612 618 09 648 692 703 741 756 832 852 915 10'-0" IV 418 420 467 472 410 496 113 519 555 564 %4 605 667 6t),3 _ 734 -. -941 754 1V 2' 12-0' 362 364 405 409 425 430 444 450 480 488 615 524 5?8 592 fiSE 659 12'-0' 12'-8' 326 327 363 367 381 386 398 404 431 438 462 471 519 531 574 686 121•8' 13-4' 21)3 295 326 331 3" 348 360 ' 364 389 395 417 425 468 479 515 529 13'-4' 14'•0' 286 267 297 300 312 316 326 330 363 369 378 385 425 435 467 480 14'•0' 16'-0' 204 245 228 230 239 242 250 253 270 275 290 295 325 333 358 367. lV-0' t8'-0' 214 245 234 M243 245 252 264 269 272 285 289 345 320 343 349 Isr 11.-8' 199 200 218 219 226 228 235 236 250 253 265 269 293 298 319 325 18'-B' W-81 162 163 177 178 185 1ae 191 193 204 2061 216 219 239 243 28D 29-8' 22'-6' 135 136 148 148 153 154 159 160 1711 172 180 182 199 202 216 -265 22 22'•8' 2d'•0• tA3 145 t53 155 163 166 180 186 t96 202 24.0' 26'-0" t22 123 t30 132 138 141 154 157 167 t72 25-0' rvpie: NUOwe Rhos M.up2 Ira iflomase or wlna. All lintels greater than 22'-e' In length will require (2)45 bars top or (2)1!5 bars top&botr. Ely; @ws PSbox8 Lintels r i i , Data: tl2006 8'in width 4 inch bixk enk; nit LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (legs. < 18'-0' span) UpIF1t Load Table 3001) pal grout (16ga. >= 1V-O'span) 1 1 nears erzc m 1pcwlupnncn _ tel $w� •' PSbox8 (5-5/8") Lins pate: 1/2006 t 8' inch block wlktlh k' T GtI . nit LOAD P F i < 1 ' ' LINTEL L p AB I LINOS N &-0 k 1 3 L£ N PO £R 1J £AL 00 a, an L; Y 1 x1 - Gra T rota 1 > d n vf4Y lead able 30D0 Psl9 (Sga- 8 Wan) EMNIN 10 NMNNNNEMEEENNE� No NOMMENOMMEMEMMON MEMENNEEMENEEMEEN .w, yrwta, " an <-< a nI tary.n na, .ayeA(o v<r""• Ma .+.w w t<r.•y Gn.a uya,wn.. By. M T PSbox8 Lintels Date: 1/2006 6' inch block wk1tl1 + r chit: Mc ` i A FOOT) < 1 '• Y �a L. N'I'£1. LOAD TABLE IN POUNDS PER LINEAL D0. 1 8 D" e }} k �. ( ) (8ga. Pan) I• 4. 6-0.P„ G....... .•.�t GravityLoad Table 3000 Psi grata (16ga, 18-0" aRan) AtI et r nenc ARP 1•`110LNkluOrhAcn SPAN P a #5 by M VPMM 15 top 10 08 loo #5 toodbo[ 2top #5lopat o 06 tap #5 Wp4buf #5 to 46 #5 fop 05 topOot #6 tap M 1ce&bct 11-6' 7229 ' 7229 9030 9030 9930 9930 10831 10831 12632 12632 1'•6' Z-2° 49W 49M 6224 6224 6043 6843 74W 7463 MI Viral Z-2' 2.8` 4040 4040 1 5041 f 5541 0041 6041 704- 7042 -8' T'2' 3352 3392 4231 4"1 4650 Sales 50% SON 5406 6748 6746 3'•2' 4'-w 2673 2673 3331 3331 3660 3660 3969 3989 4047 4647 5305 5305 4'-0' 41.6' 23sgil 23a9 2951 2% 1 -3242 3242 3533 3533 4114 4114 4 696 4 6S6 4'-6- 5'• 2 05a 2058 2559 25SS 1 28 0 i 28 0 3062 am 3565 3555 4948 4068 507 A 5074 4080 5'-2' B'-2" 1524 1713 2130 2130 Zees 2338 - 25t7 2647 2883 2983 Seto Sella 4214 4214 6048 5048 B'•2' 7-W 1170 1 502 1966 1 886 2048 - 2046 2230 2230 69 2 3 254>3 2%7 2967 368 5 4413 4413 T-D' Sol 1200 le75 4621 1779 1779 1936 T936 MI _ 2251 2566 2666 3196 31" 9-0' $57 904 1179 1404 1539 1 1675 11675 19" 1946 2218 2218 2760 2760 3303 3303 9'•7 10' 642 760 876 72 1403 1 1526 1b28 1772 1772 2618 2019 2511 2511 3t704 30W 10.0 11'-2' 423 690 766 1044 1121 1245 1354 1364 1572 1672 1790 1790 2225 2225 266t1 11'•2' 12.0' 356 so 651 957 1087. 12m 1262 14M 1453 1em 1663 2055 2068 2d66 2 17-0" 12'-8" 315 446 576 792 849 965 1169 1180 1369 1369 7657 1557 1934 19U 2312 .12 12.8' 1 V-4' 279 398 511 706 756 Bel 1044 :1115 1293 1293 1471 1471 1826 an Zi$2 2102 1a'-4 14'-0' 247 363 455 632 676 771 936 1022 1225 1225 1393 f 1729 1729 2064 - 14'.0' 1V-0" i75 256 328 463 494 567 755 989 1053 1197 fi87 1484 1484 1771 1T71 16-0 1", 157 2,1 2a6 400 367 494 $19 580 891 901201 1 1585 IS 1033 1 18'4Y 1 W-W 142 192 M365 334 452 474 530 81a me 1104 1 1620 1520 1768 17 1V'8' 201-8" 104 146 195 281 254 Sea M418 641 682 V69 103 1267 1350 1560 1 20'-8' 22'-8" 76 110 147 219 193' 273 284 327 508 543 sale 812 1014 1211 13M is52 20'8' 2A'- 334 384 484 826 62S "'.1 1 905 1131 1185 13b4 24'-0• 28'-0° 267 309 391 511 507 757 AAA t18T 25-0' 7 T L�..*J I Note: All lintels greater than 22'=8' in length will requite (2)46 bars top or (?)-05 bars top6DWt. aws BY PS 8 boX 1 Lln elS .® date: 112006 8' Inch block wklth LINTEL LOAD TABLE ill POUN0S PER LINEAL FOOT) (t < 18'•0' span) Eli L.-J E W > - Lateral Load Table 3000 pal grout (1 aga. x I IV- " "pan) SPAN (10 #5 IV PSbo w #5 Weibel P8bm6.42' 16100 #S kp#bot 96%P #5 WOW 45'ap 1 05Up416W 45GO 15t4pdbtll #5 tap #5 to0ba 05lop 45 Rp5bot 15 to 05 kPAW .) 25.0' 30'•0' 32'0 _ _ 1D5 92 106 93 112 98 114 99 lie 104 122 Joe 132 1 t5 101 136 118 1D4 144 12B Ito 1 129 114 26-0" 30'-0' &.0' 34'1' 36'-0' 38'-0' 90 80 92 82 98 87 7 101 90 1 34'-0' 36'-0" 38'- ° 40.0' 71 7 40'•0" 1. I .vats. /Vn1`ae 4Ylc±5 ,r1a[UUY 1I•] Mwx""t� [orngW 11I wit . ;q`�^,� l "i-'•'11 Ap tirtala greater than 22'•8' in paVt requite (2)'45 bare top or (2)45 hers topSfxNt. $PAN- 1 1 - 4 14' P,SpwB'1s" 15' P$br&-20' P&.620' Pap-621' P8bn8- ,V 32' ' P p7 SPAN On #5 k1p #5 tep#tx4 #5" 11 lapIlbot #5 top 05TODBhot 4b top #5 kp&bal 1Gp #$tor1861t #b top 15 ,Y5 top #6 top66o1 115 #S (B 1'-6' 5963 5963 7910 7910 8896 8096 9866 sees -I! 11880 11880 1'-8' 7.2" 4140 4140 5493 5493 6177 $177 6666 em 8251 8251 9645 9645 12451 12451 Z-2 Z-8' 3370 3370 4473 4473 6031 6031 6592 6592 6724 6720 7856 7856 10142 10142 12442 12442 Z-81 &- ' - 2 2844 284 4 377b 3T75 4246 4246 7 4 20 4 T2D 7 56.3 7 58 3 6632 6632 85B3 8663 1Ub04 10504 3'•2' ,V•0'1 2269 2259 300D 300D 3374 3374 3751 3751 45W 4609 5272 5272 6807 6807 8352 8352 4'•0• 4'-IV 2012 2012 2672 2672 "3006 30061 3342 33,1121 40191 4018 46SS 4698 6066 ease 7443 744 4'-IV 5'-2° 1757 1757 2334, Z334 2026 2626 2920 2920 3511 3614 4105 4106 5301 Seat 650A 6'-2' 6'•2' 1478 1478 1964 196d 2210 221 245@ 2468 2955 2955 3456 3466 446A 4464 5477 5477 6-2' r o' 1306 1306 1737 1737 1954 - 1954 2173 2T73 2614 2614 3057 3057 3949 3949 4845 484 7-0' V-0' 1030 1030 1436 1436 1605 1605 1774 1774 2116 2116 2459 2459 1110 3149 3843 3843 a'-o- 9'-21 793 793 1107 1107 4237 1237 1366 1368 1632 1832 5897 1897 2431 2437 296E 2968 9'-2' 10'-0' 673 673 93e 9 1049 f049 1161 list 1355 1385 1611 1811 2065 2065 2$21 2521 10'-0' 1V-2' 546 546 763 763 054 854 945 946 1128 1128 1312 is' 2 1683 4683 2056 1V,21 17.0' 478 478 fills '68 747 747 827 a27 Sea 988 t150 1150 1,176 1476 1803 1803 IZ-0° 12'-0" 433 433 605 005 677 677 750 750 896 896 lose ta43 1 1338 1636 1 12.8' 13'-4'. 394 394 551 551 617 517 6811 6BB $17 817 951 get 1221 1221 1493 tag 13'-4" 1IV 0° 361 361 505 505 565 566 626 626 749 749 872 872 1121 t121' 1370 137 14'-6" 16'•0' 265 285 399 398 447 447 496 496 694 594 692 632 890 890 1069 toes 16.0, IV-0" 282 2a2 376 376 416 416 456 11 187 537 a18 618 781 711 945 s 19-0' 18'-8' 265 265 353 363 391 391 429 429 505 505 582 582 736 736 891 891 18'-8' 20'•8' 223 223 M298 3130 330 363 363 428 A28 494 494 026 we 7. 29-8' 2Z.8` 19t 191 257 257 285 286 313 313 374 371 426 121 543 64S 669 22.8' 24',o 381 381 489 489 577 577 714 754 932 932 2A'-0' 28'•o' I 335 335 430 430 507 607 603 663 819 819 2V-0' IVple; HOOVB loaus tr14YuQe t(a Increase for wino. All lintels greater loan 27-8- in I"In wiil require (2145 bars top or (2)-#5 bars top&botl- N By -� i PSbox8 Lintels �TMq Date: t/<0o6 ,y 'd 8' inch block width .,r nit :) chit: " L LO AD OAD TABLE IN POUNDS PER LINEAL F 1 a. < 18'-0" an OO r- TI (all span) L.. T .. m.,.-_ 'M Loa Fab i t i3 . � 1 '-0' n r lfplr d k 3000 psi grout ( ga B spe ) vy,a. --j A8 p4[leis greater than 22'-8' In )en xill reglare (2)<#6 bars top a 2)•#b bars t &6ott. S� ( oP tQ B. @w5 P x y 8 5-S/8" Lintels D )t 4 T is 1 Oars' /200B ( ' I a ,-..- I �. 8 rtoh blow* Wldfh t h [3TIs r5k LINT P' 1 < 18.0' T ill POUNDS PER ONE L T EL LOAD ABLE INCA FOOT) y ) ( (Sga. .span) Lefiml Lead Table 3000 Psi grout 08ga. 18 0 pen) AN r +.P 1' 14' PSba�iB 9P (10 #6 too #5IPPAW #5 toP 115loolbol estop 85 kplibol #5 rop I610p1bol #S lop 15 tepilbot #6 roe M t]pdbd (it) 11-6' 4146 •4146 4970 4970 5821 b621 6691 MI 7576 7576 8473 8473 i'•6' 2'-2' 267a 2870 3441 3441 4030 4030 A632 4632 5245 WA5 5866 5866 Z.Z' 2'-4' 21i65 3fi95 31% 9742 374s" 4302 4302 487t 4871 6447 $447 2-4' 2'-W 2332 2332 2796 2795 3274 $274 3764 3764 4262 AM 4766 4766 2'•8' 2'-10' 2195 2195 2531 2631 3082 W82 3542 3512 4011 4011 4486 4466 2'-10, 31-0' 20731 2073 2485 2485 2910 3346 3348 3788 3788 4237 4237 3.01 T-2' 1964 1964 23U 2364 2757 2757 3170 $170 Sells 3589 4014 4014 3'=2' 3'-4' 1866 1866 2236 Z236 2619 2619 3011 3011 3409 3409 3813 3813 3-4' 4'-0' 1565 1566 18" 1864 2183 91 2609 2509 2841 2841 3177 3177 4'-0' 4'-2' 1492 1492 1789 1789 2096 2096 2A09 1. 2728 2728 $050 3050 W.2` 4'-0• 1382 1882 1657 1657 1940 1940 2230 2230 2625 2625 2824 2824 N-6• S-2' 1204 1204 1443 1443 1690 1690 1943 1943 2200 2200 2461) 240D 5'-2' 5V` 116e 1166 1398 1396 1637 1$37 1882 lem 2131 2131 2383 2383 S-4' 6'•2• 1009 1009 1209 1208 1415 1416 1628 1628 1843 1843 1964 2011 5.2' 6'J' 962 M1177 1t77 /379 1379 less 1685 17#6 1764 1862 1907 6-4' 7-0' 8138 888 INS loss 1224 1241 1331 '1364 1431 1461 1US 1561 T-0' le. 7 754 849 857 937 950 lots 1037 logs f118 1167 1195 8'-0" 8'-4' 691 895 782 789 86A 876 930 "0 1010 1001 1076 11at 8'-4' V-2' 574 574 646 652 714 724 776 790 834 852 880 910 9'-7 10'•0' 480 483 543 548 600 60$ 652 664 701 7t6 747 765 10'A' 11'-2' 385 Stir 436 440 481 488 523 S32 562 574 599 813 12'-0' 333 $35 3713TI 417 422 A53 481 487 497 519 531 1Z-0' t301Se 342 374 379 407 414 437 446 466 477 12'-B" 13' 4" 367 Sire 394. 403 420 430 13°-4' t•wn. l sJtrve roans atee T ra Increase wool. AB NMels greeterr than 22'•8' In IengM Will require (2�#5 bans lap or (2)-#b bets tap&bcn. By a„n i ,-' it -; PSbox8 Lintels Oa.Q' l2006 8'i h block w(8h tl1k: ' LINTEL LOAD TABLE H POUN S PER F F 1 a. < r[k ')1 � AD B N D . R L1N -AL W 18'-0' an ��. ,q ( n i 8g span) [Cof '- a >r'e• t� Gravity toad Tabu 3000 Ps grout ..figs. 8 9' span) BPAN M) P�pB-B' Oft PSgae-6' #8 INAW P�T'�12' M loo P6bwe-12 8911*09 P�alt6-u• M t4o P$yo+8-14• d51m6W 15 ASNO 14' MWrAbot 2V 06too 95 epdbd -2 ` 05 We - AS t #atop is 1.~ #Stop M1W&_ AN 00 2V_9' 30`-W 32 0' 214 171 251 203 317 258 __- 420 348 41, 337 629 $25 604 497 409 929 7 795 656 642E6 1077 9 28'-0" 30'-01 32-0' 36'•0' ... 336 27 $ 556 471 447 3" 301 734 fi24 531 34'-0' 36'-0" 3le-0' 40 '=0" 2" 4-5 1 40'-0" IM NOW - n ele greater loan L4'-a- In lengln War require 1L)'eD oars top or (L)-R pars IopatWa. By Swe , .�� P$box8 (5-5/8") Lintels Data 112006 _ I ,I 8' inch block Width chit: nit A I 1 .< t '- n LINTEL LOAD TABLE POUNDS PER LINEAL FOOT a. 6 0' s L T£ D {ill I (Bg pa ) -0 >R Late#8t Load able 300C Psi grout (8ga. > IV -a' span) SPAN M) #5 top PSpmaB is top6bOt 1 MS top 10' 15 WOW il' 4 kip PAa&14' 45 IM&M #5 kip M ivp44ot M top 05 mp6bot #5 top 05I[plibot SPAN 04 t4'•o" 1b`-0' 18"-0 • 333 255 256 3" 269 2 358 274 272 365 M292 276 381 297 390 299 292 1 14' V 16.0' 18'-0' W-W 238 194 1621 241 196 163 253 206 172 256 209 174 267 21$ lei 2-11 221 184 19-8" 20-E" 22'-8° I .I. i + -•.,,•w...5w>.tt<.w.e.awa a, ..,na. -m-. All lintels greater Blan 22-8' to length Zg require (2)45 bars top or (2)•46 bars top&bott. W. M F „ , P8box8 (5-5/8") Lintels i N Dear 721106 8' Inch black width %i cm: nit � '• U LOAD T I POUNDS P LINEAL FOOT) 1 . < 1 '-0' span) LINTEL D TABLE DS PER NE T) (. 6 �r Nt 3 I (less, as -:..! U Load Tablet O00 Ps rout (. a t8'-0' span} � mevn _ S 89 SPAN P%II&IT PSW4-10' PSb..& I4 t SPAN (t) #6 its Wbot #5 b7R r51oosbot #5 ino #11g16bot #5 sop #b10p6bq #5 IV #5 tepi bit t5 top o k)pdbut IT 1'•8' 5008 6008 7134 7134 9197 9107 11M 11282 11.6" 2'-2' 3476 3476 4952 4952 6366 WO 7835 783b 9294 S284 10762 10762 7-2" 11. 3229 3228 4602 4602 $934 6934 7281 7281 807 8837 10301 10001 2-4' 2,4r 2829 2829 4032 4032 52M 6200 6380 6$80 750 7669. 8766 9766 2'-e' V-110' 2664 2664 3797 3797 48M 4096 6010 6010 7130 7130 8256 62156 z4o' 3'-0' 26101 2618 36891 3689 '4620 4629 5680 66801 6739 6739 7803 7803 V-0' 3'-2' 2387 2397 3402 3402 43N 43826 5365 5385 Mill 00 7398 730 3' _2' 3'-4' 2269 2269 3234 3234 4172 4172 5120 5120 6075 6075 7034 7034 3'•4' 4'-0' less 18 2703 27M 3487 307 4280 4280 5078 W78 $80o 5880 4'•0" 4'-2' 1520 1820 2596 2696 3350 3350 4111 41.11 4879 4879 5649 5649 4'•2' 4'.6' 1688 1688 2407 2407 3106 31 as Sets 3813 4524 4524 5239 5239 4'-8' 6-2' 4473 1473 2102 2102 2713 2713 3331 333i 3963 3963 4578 4578 6-2' 51-4 1404 1404 2D38 20. 2630 263a 3229 3229 3W2 3W2 4458 1430 5'•4' V_z 1057 1057 1789 1769 2283 2263 28M 2803 3327 3327 3853 3853 6'•2' V-4m to03 low 16 1603 2221 241 2732 2732 3290 3290 1116 $765 B-4 7.O' 826 82 1394 1394 1829 1829 22 '2268 2710 2710 31b6 3155 T^0' 8'-W fi39 639 1078 t076 141d 14T4 f755 1765 2097 2097 2442 2 8'-0' '-4' 591 Sol 907 997 1308 1308 1823 1623 1940 1940 2269 2269 8'-4 9-2' 493 493 831 Sal 1092 1092 less 1355 1620 1620 toss I 9.2' 10'-0' 419 419 706 706 927 927 1151 11B1 1378 1376 ism tb03 10'-0' 1,1'-2' W341 575 57s 756 765 9 938 1122 1122 1307 1307 1V-2' 12'-0' 2" 299 504 SIM 603 663 823 823 985 985 1147 1147 1Z,IY 12'•8' 274 274 4b6 456 601 801 747 7a7 sale sale 1041 104.1 17=8" 13'-4' 681 set 818 818 650 also 13'•4" nppW Ioapa Inolupe Fla illorl)a'+e tar wino. AN lntals greater than 22'-8' In length will n3gWre (2)-#5 bars top or (2}45 bars top&bott- la IWO awe Paboa (5-5/8") Lintels �: t72W6 � c c :4 8' kxAh Woek width etrk: nk rr'' T rf LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (18ga. < 1V'-W span) Up.. Lead Table 3000 Psi grout (160 >R t8-0• span) SPAN (tt) P6gwta•6' #6 tap A54AW 1 - 451aP tp' A MP&bol -Tr #5 top 9za4-1r 15 Agaaat P6bcd}1B' #5 top SAorE-16' 05 W11.4 PSta9Q2' 05 top #5 rop6bcd P 2B' #5 top P:dmc82ti' 15 N" SPAN (R) 18' 625. 497 437 625 497 437 749 595 518 749 595 518 872 694 600 872 694 600 1A'-0' 'La, 18-0 18'•8' 20'-6' 22,-81 412 350 305 412 350 306 488 416 362 488 416 Ste2l 565 482 419 S65 482 419 N wv a• Ali EIntel$ greater than Z2-8- In length wig require (2)45 bars top or (2)45 bars top&bott. u DANSCO ENGINEERING, LLC 111551155551517 ILA P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 i O O Ln W I"ti O IN rl 0>Trn 011D z CLko rn Ce 00 Q I.L.Z 00 Q� o 0 Z W M W3~ W z O O yD Uj U= J OQ EL O rut C. I W/'� < LL. W CL Q THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE O STATE F S FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 21T08-THESE DRAWINGS AND DESIGNS ARE THE JOIM PROPERTY OF DA COENGINEERING, NS LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: POWER STEEL LINTEL TABLES SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH LT 1 e0 to !I f, 1.11I 11 1 Al) J:b11u; lihlfitRA till 11 1Lu@k:htil J ,, Ill < L,I ;an u; .I I b I I I I I I� � I� I 1 � I till' � i - --------- -FrFC 5 0 PRODUCT APPROVAL SPECIFICATION SHEET �s required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the wilding components listed below if they will be utilized on the construction project for which you are applying fora building permit. We ecommend you contact your, local product supplier should you not know the product approval number for any of the applicable listed products. Gategvr JSubcate ory Manufacturer Product Description Approval Number(s) 1. EXTERIOR DOORS A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184 B, SLIDING Atrium Mk 2/3114/5, Mk 213/415 HP, Mk 2/3/4/5 XHP FL7864-Rl BetterBilt (MI Home Prod,) 420, 4701452, 470HP/452HP FL5483-Rl Fla, Extruders (Milestone) Series 1000 FL45-R4 General Aluminum 420/430/440 FL5170-Rl Suncoast Designers Inc. Mullions FL1861-Rl Fixed Glass Windows FL3913-R2, FL4397-Rl C. SECTIONAL Clopay Building Products Residential WindCode Doors FL3026-Rl Wayne -Dalton Corp. 5120/9100 FL7824 D. OTHER 2. WINDOWS A. SINGLE HUNG Atrium Mk 40/50, Mk 40/50 HP FL7844-Rl BetterBilt 165. 16513000, 740/3740, 3240/4250HP FL5438 Fla, Extruders Series 1000/1500/2000 FL42-R4 General Aluminum 1100/1140114401145011540/155011570/1900/ FL5171 - 1940/1970 B. HORIZONTAL SLIDER Atrium RW HP, RW XHP. RW4-XHP FL7861-R1 - BetterBilt _ 168/3168, 680 FL6024 Fla. Extruders (Milestone) Series 1000 FL43-R4, FL7943-R2 General Aluminum 1180/1480/1580/1590/1980/1990 FL5168 C. FIXED Atrium k 40/50 PW/CT, TWPW/CT FL7851 BetterBilt 165/3000, 740/3740, 3240/4250HP, 680 FL5418 Fla. Extruders (Milestone) Series 1000/2000 FL44-R4 General Aluminum 1100TDL/11001450TDL/1450/1550/1570/1900/ FL5169 197015000/5300/5350 D. MULLION Kinco/Atrium M03-04A, M02-03A, M96-08C FL957-R2 BetterBilt FL5513 Fla, Extruders (Milestone) FE5709/5710/5711/5712/5713/57'14/5718 FL3136-R2 FE5700/5701 /5702/5703/5704/5705/5717 General Aluminum 11001190011970 FL7555 3. PANEL WALL A. SIDING B. SOFFITS Kaycan Ltd. 0605/0606/9500/9510 Aluminum Soffit FL4899, 4957 Cameron Ashley Building 41550/45102/45102N Aluminum Soffit FL4968 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp, Glass Unit Masonry installed w/Mortar FL1363 E. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), FL5444 XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metals Mfg. Co. Weather Vent FL2499 LL Building Products, Inc Roofing Ventilation FL5027 E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp. -Roofing Modified Bitumen Roof System FL479-Rl G. SINGLE PLY ROOF SYSTEMS H. CEMENTS -ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A. STORM PANELS Alufab Galvanized Steel Storm Panels FL4804 B. COLONIAL C. ROLL -UP D. OTHERS 6. SKYLIGHTS A. SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! ANCHORS Simpson Strong -Tie see chart USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-Rl C, ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644 Wood I -Joists ALLJOIST FL1645 Universal Forest Products Open Joist 2000 FL2293 D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-RI Powers Steel, Inc. Power Box Lintels FL6264 G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A. B. The products listed below did not demonstrate product approval at plan review, i understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Produe Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL474-RI Framing Anchor MP34 FL822 ABU44 FL474-R1 Adjustable Post Base PAU44 FL569-R1 CS22 FL1 901-R3 Coil Strap Tie RS300 FL 22 H3 FL474-R1 Hurricane Tie H10 FL474-R1 Hurricane Tie RT16 FL565-R1 H2,5 FL474-R1 Hurricane Tie RT7 FL565-R1 H6 FL474-R1 Hurricane Tie LFTA6 FL820-R1 HCP2 FL474-RI Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL1463-R1 Holddown UPHD8 FL817 HETA16 FL1901-R3 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901-R3 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474-RI Truss Hanger THDH210-2 FL821 HHETA40 FL1901-R3 Embedded Truss Anchor HSUR/L410 FL503-R1 Heavy Skewed U Hanger HTS16 FL538-R1 Heavy Truss Strap HTW16 FL820-R1 HTS20 FL538-R1 Heayy Truss Strap HTW20 FL820-R1 HTT16 FL503-R1 HD/Tension Tie HTT16 FL821 HTT22 FL503-RI HD/Tension Tie HTT22 FL821 HUS410 FL474-R1 Joist Hanger HUS410 FL821 HUS412 FL474-R1 Joist Hanger HUS412 FL821 HUSC410 FL474-RI Joist Hanger HUSC412 FL474-R1 Joist Hanger ITT FL474-R1 TF I -Joist Hanger THO FL815 IUT FL474-R1 I -Joist Hanger THE FL815 LGT2 FL1423-R2 Light Girder Tiedown LUGT2 FL817 LSSU210-2 FL474-R1 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474-R1 Slopable/Skewable Hanger LSTA12 FL1901-R3 Strap Tie LSTA12 FL816 LSTA18 FL1901-R3 Strap Tie LSTA18 FL816 LSTA30 FL1901-R3 Strap Tie LSTA30 FL816 LSTA36 FL1901-R3 Strap Tie LSTA36 FL816 LTS12 FL474-RI Twist Strap LTW12 FL820-R1 LTS16 FL474-R1 Twist Strap LTW16 FL820-R1 LTS18 FL474-R1 Twist Strap LTW18 FL820-R1 LTS20 FL474-RI Twist Strap LTW20 FL820-R1 LTT19 FL474-RI Tension Tie LTS19 FL822 LTT20B FL474-R1 Tension Tie LTS20B FL822 LUS26 FL474-RI Joist Hanger JUS26 FL821 LUS414 FL474-RI Joist Hanger JUS414 FL821 MBHA3.56/11.88 FL538-RI _ Masonry Beam Hanger NFM35X1178U D.0 01-0724.06 META22 FL1901-R2 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL1423-R2 Medium Girder Tiedown MUGT-15 FL3923-R1 MST48 FL1901-R2 Strap Tie KST248 FL822 MST60 FL1901-R2 StraR Tie KST260 FL822 MSTAM36 FL1901-R2 Tie for Mason MTS12 _Strap FL474-R1 Twist Strap MTW12 FL820-R1 MTS16 FL474-R1 Twist Strap MTW16 FL820-R1 MTS18 FL474-R1 Twist Strae MTW18 FL820-R1 MTS20 F L474-R 1 Twist Strap MTW20 FL820-R 1 MTS30 FL474-R1 Twist Strap MTW30 FL820-R1 MTT28B FL503-RI Tension Tie MTS27B FL822 PA51 FL474-RI Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463R1 Strong Drive Screw SDS 1/44 1/2 FL1463R1 Strong Drive Screw SDS 1/4x6 FL1463R1 Strong Drive Screw SP1 FL474-R1 Stud Plate Tie SPT22 FL817 SP2 FL474-R1 Stud Plate Tie SPT24 FL817 SP4 FL474-R1 Stud Plate Tie SPT4 FL821 U24 FL1218-R1 Face Mount Joist Hanger Set Pac 10 JFL4023 Ex o HD Titen FL2304-R1 Titen Anchor ALI OWARLL DESIGN W N0 PRESSURES /,V PSF KAyrEC1,1 AYCAN S A V E W 1 ©r H/ /V I N C H E S alrr 2f,1 ASP.-/.00 (A4uMr/ry 7r., YBNrED */_'72,6 - '7! Sd./ OF. IL ;0/ 4/.S ff 3fi,3 CASA4o6 +° ocos 5P-606 (A40VIMW4 14" sotto - 72;2 %87.7 %str./ 1/ ¢/.2 -3 CATALOO At 0 L 04 fNT D-PAHfL Y E /z" 7C. % 77. Z SS, a ¢ 0.3 - CArRiOG_: tk '1S60 - - SVLr /°AN a %60.0 .-Y-S't,9 f )fg.0 ,a'v4t , p _ vaNr ro (le") Y/Ny4 f �L7S %36,5 3%a7.7 /-2.It:2 %2/,4- ECO SOL/At 4KAYTY:I�' - VCNT. Frrr.L l!6NT Tt {raj) vlNyc ,, 5,3 Aao, s'OotS of elsx SO4/O ' CA: A/TSK - vcvr Yf vT r4 {rz'j v/nyyL. ff. ¢S.S fT 3F. 4 q✓- 2S t +/ -2j;v % 20, a a ceocs oegsaciAou9 . S OtIO j' PGNT4P as - - r"P.-COOL! 061f OGS S'o>r!p:52.3 LE�O (a 'J v/Aiytars -'O't 0C3f - �sENE.4AJ. ,vores 1- Pes'ACN PR4„Crvp E:r - LIS7E0 IN rA44.E ARE B4,SSP CA/ A RAT/OA/44 AAIAAy S,4S- FOAP 1140M.A/IOM SaA•FITS COArF, !K JV'T ENG/NfM/NC A.**J4CT Ot020003 A.VO A Co�ypARArJVE ANALYrrEr CO f 1%I.vyyL soFF/TJ ODArK /AV 0114S000/ TNAT At{E /,V Ca.VFOAMXNCE W/T,4V F400/DA COOK 200f iEGTlIN /Ca9 rY W/N6 4.0APS ", 2.fLaRJaR eVJLD/.VG CODE 20014 DOES NOT P/JPEGr4>/ MANDATE W/Np LOALA LLRIJCN PARLTS.r/"f'e# oAJ S'ci's/T-,S', - i'ASi4NERS /,y @ACN NA/L HEM i9R� Jx t:ONG RoOFJN6- NA/LS WJrN�IJ� JXANI(S A'IND �JI� NEAD,J:," FArcl, 464,00 7'/M ,s eR F'AAM/NC' FASCIA SOA.PD -WAIL. ! t FAt C/A-Ayrrc/' t iYoO D KAyreC.,/ I TAr/M /lAyaWS fFrr. E A! 4[ t OR KAyrAY/sofElr ATArA I- ;cG, rA.014& olr4cNANN [L WArN usE_ RlR.rPNA rA/M //ARO r.vE A �T �AR sTLJQ - 04-0cK I"'/LL SAVE H/Ioni " EAV.€ :WJPrJ/ NA'1LS O.o97'/�X % A..oN(, SEf, rR4.c.E sEa E 2 "MAX It TA4L @ 4 rM M SPA}GJAVC - - -SrJ� /T.� WtTH,Mi¢Sl?NRY. ,�LO�At by'AL�S''. A/07' TO S A:_.E 2 �" 2 X * W OOP 7AVTc&V9 QLOQt( WA4L IN,r7-ALLA7'AON A',i.rT&1VC1U IN so✓Fii• '. CACN NAIR //$M AOOR/N6, ,/" cYrANNC4- NAI4.r/ EI-rA/ER ALuMIAIMA1 'FA.rrFNCXS � rrA4iN< aK G.1 LVAN/ 2 d 0 ST £� L, SAAA4` .AS Ar FA.rCAA /may '1'LONf.J � � � SNAN,YX TIMBER ANC �A" ll6A t FAAt4,iHG Fd'e se'rCIWG RLT€RNAiE WR16 DETAIL X&A 7'A.44 E NoT To Sc AL 6 FASCIA &OARD WA 1. {- FArci4 r. ;M-) KAyrge/"tJ�c:Iro soFFI ,1 JW e: rnAL4 RLu.:I/uVM soreir - FAsrENC9 S'rAUN6 IAArS4tJCA MuJJ f9 £AYE WlorAr SFE LE 5-4-& AS AT RIscm A Mlx/mq m OR:P;" soP JT wJrh tvo0o f RA/NE.D WA1-I- 0 0 S cAL � HR Engineering, Inc.1� DATE' ! Jyly 2P05� PRatECTxo. OSOi0007 SHEET � OF fI{ � 27,p CLIE 14T tk 74C INC-, BY, A. REEY ES PiPoJECTWME: A',gK C,(/,fA„j/cAN SOAf/t3i /4 JU�y 2,o4x 717-a46-3747 HR Fax 717-846-0355 HIRE nglnaeri rig, Inc. 427 Kings Mill Road York, PA 17403 14 July ZOOS Leonard "Buster" Case, Management Analyst State of Florida, Department of Community Affairs Codes and Standards Section 2555 Shumard Oak Blvd. Tallahassee, Florida 32399-2100 RE: Certification of Independence Dear Mr, Case, In conformance with Rule 913-72.110, F,A,C. "Criteria for Certification of Independence", I offer the following. I am a registered professional engineer in the state of Florida with license number 19354, 1 work in a two person consulting structural engineering firm, "HR Engineering, Fne., of which I am the majority owner. In my work performing an evaluation, I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. In my work performing an evaiiiation, I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Commission'a requirements, If there are any questions about this certification of independence, or if anything additional is required, please advise me, Sincerely yours• HR Engineering, Inc. Allen N. Reeves, RE. Chief Engineer ANR:am Ce: 05070005 HR Engineering, Ina. DATE; 4wu a 209S PROJECT ND-P a. o sHEETL.- - DF_,L_ CUFNT:KAyTEL/kR�regA/ )TW A-. REEVES PROJECT NAME:t//N - Ca E NE RAO NoT�,(' %. /J.£S/6N FRES.ru.4ES !/FTED /N T/JE TAA'LE: RR€ RA.Pfd ON A COJ'�JPAA'KTJYE ANA iypr4J 0449 IN' . #R ENS/MZE/f/NC' /NC, /OJPad-W 000,f000/ AMO AkE !A/ CONF'oRMAXCd W!T// 6'LA/e/p4 .Bv/c.o/Nc cee� 2aa� S"ECT/v.s/ /Gog II wJao coan.r�',. Z. FLOR/OA ,Qrr/Y,oNV 6' c0c.'a- 2o0% oOBs Nor Die ccTi'y N.4AVVATf W!R/p La.47 OfS/GN PRESSU.4g € ON Sa}-p /T 5. Al APOA,4G rAMBEA FRAM/NC At'Ac�A TRIM 292 AATTENS SF'GuAACC TO 7`IM,Q�Atr JrRAMlAt G WALL Roeflrvc SoFfrr �rF"ckA.vvrt. AVA& S bYWITAI rr� S/IANAI'! /OrrApAX, NAt4 _ I D " N SNkArN /K4 - - rl/IfADS SI"A'.cfNG MA%/MVht k/NEN G,rCo AKAyTt c%,tr f CAA/ V/ N L OAS / E:'7"A L ,VDT TD SCA1 K^����1k'Rjt'CAN Obi! �043b o6J6#o4/S Ob23/ OG28 Ob22 FUJ.e.�0663J OG64 V/ N� L 5outr ¢ Yrsur SoctO f VElJ]Z� {OG34 SQLrO 0 « VENT � 0431 S" O fF / rS 7'4ar TZ147„r8;, �/z�•) �/zap NAIL SPA4 c/AVG Jt?`rx $" !o•'X tQ r /0'"k /2N /Or`X F2r' !O"k /2/r wJ r/r AL�OWge SNeATH f� �s,z #r-s�,G �s,¢ �r--��.� �r- �s,!- E$/6JI 'WIN /N6 PResruR�ES /✓O .+t% ,35t. / y/ 2.7.3 21 '� "�� �'3.8 '+l. 22.7 !N rOSF SH4ATH A IN C /'R V-' to A 0'%i 717.646-3747 HR Fax 717-846-0355 HR EnglneA�ring, Inc. 427 Kings Mill Road York, PA 17403 14 Ln 3uIy 2005 mi IL E MschaeI Olmstead R.ichford Plant Manager Kaytec, Inc. 1 Memorial Drive Richford, Vermont 05476 RE: vinyl soffits 12` Dear Mr. Olmstead; The following 1Caytec/Kaycarl vinyl soffit products: Solid 12", Product Code 0623; Center Vented 12", Product Code 0628; and Full Vented 12", Product Code 0629 have been tested and analyzed in conforrnanc.e with ASTM D 3679 as required by Florida Building Code 2004, paragraph I403.9.1, The material thickness must. be a minimum of 0.042 inches. Configuration is triple 4" with an exposure of 12". The allowable design wind pressures for Chest; products are +/- 45.4 psf with sheathing and +(-- 22.7 psf without sheathing. Sheathing, where used, must he naileb}e with a minimum thickness of Batten strips must he 2 x 7., with a maximum spacing of 10". Fasteners are I-112" lung galvanized stool roofing nails with 1/8" diameter shanks and 3%8" diameter heads. The Wait spacing is 10" between battens and 12" along the battens. The above pressures were determined by comparative analyses. There is no separate allowable design wind pressure requirement in the Florida Building Code 2004 for soffits. I [cost that this information is sufficient for your needs. If there are any questions about this, please contact me. Sincerely yours; Alien N. Reeves, P.E. Chief Engineer /% ✓vEy z00d" ANR:anr Cc:05070005 DANSCO HR Engineering, Inc.1� DATE' ! Jyly 2P05� PRatECTxo. OSOi0007 SHEET � OF fI{ � 27,p CLIE 14T tk 74C INC-, BY, A. REEY ES PiPoJECTWME: A',gK C,(/,fA„j/cAN SOAf/t3i /4 JU�y 2,o4x 717-a46-3747 HR Fax 717-846-0355 HIRE nglnaeri rig, Inc. 427 Kings Mill Road York, PA 17403 14 July ZOOS Leonard "Buster" Case, Management Analyst State of Florida, Department of Community Affairs Codes and Standards Section 2555 Shumard Oak Blvd. Tallahassee, Florida 32399-2100 RE: Certification of Independence Dear Mr, Case, In conformance with Rule 913-72.110, F,A,C. "Criteria for Certification of Independence", I offer the following. I am a registered professional engineer in the state of Florida with license number 19354, 1 work in a two person consulting structural engineering firm, "HR Engineering, Fne., of which I am the majority owner. In my work performing an evaluation, I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. In my work performing an evaiiiation, I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Commission'a requirements, If there are any questions about this certification of independence, or if anything additional is required, please advise me, Sincerely yours• HR Engineering, Inc. Allen N. Reeves, RE. Chief Engineer ANR:am Ce: 05070005 HR Engineering, Ina. DATE; 4wu a 209S PROJECT ND-P a. o sHEETL.- - DF_,L_ CUFNT:KAyTEL/kR�regA/ )TW A-. REEVES PROJECT NAME:t//N - Ca E NE RAO NoT�,(' %. /J.£S/6N FRES.ru.4ES !/FTED /N T/JE TAA'LE: RR€ RA.Pfd ON A COJ'�JPAA'KTJYE ANA iypr4J 0449 IN' . #R ENS/MZE/f/NC' /NC, /OJPad-W 000,f000/ AMO AkE !A/ CONF'oRMAXCd W!T// 6'LA/e/p4 .Bv/c.o/Nc cee� 2aa� S"ECT/v.s/ /Gog II wJao coan.r�',. Z. FLOR/OA ,Qrr/Y,oNV 6' c0c.'a- 2o0% oOBs Nor Die ccTi'y N.4AVVATf W!R/p La.47 OfS/GN PRESSU.4g € ON Sa}-p /T 5. Al APOA,4G rAMBEA FRAM/NC At'Ac�A TRIM 292 AATTENS SF'GuAACC TO 7`IM,Q�Atr JrRAMlAt G WALL Roeflrvc SoFfrr �rF"ckA.vvrt. AVA& S bYWITAI rr� S/IANAI'! /OrrApAX, NAt4 _ I D " N SNkArN /K4 - - rl/IfADS SI"A'.cfNG MA%/MVht k/NEN G,rCo AKAyTt c%,tr f CAA/ V/ N L OAS / E:'7"A L ,VDT TD SCA1 K^����1k'Rjt'CAN Obi! �043b o6J6#o4/S Ob23/ OG28 Ob22 FUJ.e.�0663J OG64 V/ N� L 5outr ¢ Yrsur SoctO f VElJ]Z� {OG34 SQLrO 0 « VENT � 0431 S" O fF / rS 7'4ar TZ147„r8;, �/z�•) �/zap NAIL SPA4 c/AVG Jt?`rx $" !o•'X tQ r /0'"k /2N /Or`X F2r' !O"k /2/r wJ r/r AL�OWge SNeATH f� �s,z #r-s�,G �s,¢ �r--��.� �r- �s,!- E$/6JI 'WIN /N6 PResruR�ES /✓O .+t% ,35t. / y/ 2.7.3 21 '� "�� �'3.8 '+l. 22.7 !N rOSF SH4ATH A IN C /'R V-' to A 0'%i 717.646-3747 HR Fax 717-846-0355 HR EnglneA�ring, Inc. 427 Kings Mill Road York, PA 17403 14 Ln 3uIy 2005 mi IL E MschaeI Olmstead R.ichford Plant Manager Kaytec, Inc. 1 Memorial Drive Richford, Vermont 05476 RE: vinyl soffits 12` Dear Mr. Olmstead; The following 1Caytec/Kaycarl vinyl soffit products: Solid 12", Product Code 0623; Center Vented 12", Product Code 0628; and Full Vented 12", Product Code 0629 have been tested and analyzed in conforrnanc.e with ASTM D 3679 as required by Florida Building Code 2004, paragraph I403.9.1, The material thickness must. be a minimum of 0.042 inches. Configuration is triple 4" with an exposure of 12". The allowable design wind pressures for Chest; products are +/- 45.4 psf with sheathing and +(-- 22.7 psf without sheathing. Sheathing, where used, must he naileb}e with a minimum thickness of Batten strips must he 2 x 7., with a maximum spacing of 10". Fasteners are I-112" lung galvanized stool roofing nails with 1/8" diameter shanks and 3%8" diameter heads. The Wait spacing is 10" between battens and 12" along the battens. The above pressures were determined by comparative analyses. There is no separate allowable design wind pressure requirement in the Florida Building Code 2004 for soffits. I [cost that this information is sufficient for your needs. If there are any questions about this, please contact me. Sincerely yours; Alien N. Reeves, P.E. Chief Engineer /% ✓vEy z00d" ANR:anr Cc:05070005 DANSCO /'R V-' to A 0'%i 717.646-3747 HR Fax 717-846-0355 HR EnglneA�ring, Inc. 427 Kings Mill Road York, PA 17403 14 Ln 3uIy 2005 mi IL E MschaeI Olmstead R.ichford Plant Manager Kaytec, Inc. 1 Memorial Drive Richford, Vermont 05476 RE: vinyl soffits 12` Dear Mr. Olmstead; The following 1Caytec/Kaycarl vinyl soffit products: Solid 12", Product Code 0623; Center Vented 12", Product Code 0628; and Full Vented 12", Product Code 0629 have been tested and analyzed in conforrnanc.e with ASTM D 3679 as required by Florida Building Code 2004, paragraph I403.9.1, The material thickness must. be a minimum of 0.042 inches. Configuration is triple 4" with an exposure of 12". The allowable design wind pressures for Chest; products are +/- 45.4 psf with sheathing and +(-- 22.7 psf without sheathing. Sheathing, where used, must he naileb}e with a minimum thickness of Batten strips must he 2 x 7., with a maximum spacing of 10". Fasteners are I-112" lung galvanized stool roofing nails with 1/8" diameter shanks and 3%8" diameter heads. The Wait spacing is 10" between battens and 12" along the battens. The above pressures were determined by comparative analyses. There is no separate allowable design wind pressure requirement in the Florida Building Code 2004 for soffits. I [cost that this information is sufficient for your needs. If there are any questions about this, please contact me. Sincerely yours; Alien N. Reeves, P.E. Chief Engineer /% ✓vEy z00d" ANR:anr Cc:05070005 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 w Zr-I O OU)� I Z amQ� Za�ao z to 4 I17 1_ I I I i l! ! LO LO - - I I - �-- , I /- it 11 1 � � 11 1. p a ims�r�nm-=-n,�..� ..,. ,. _.... ... .. ...:. ........ .. ..� _ _. ,a•.-��..,,•-„-�•��.^�--� � : r^�.- � s-� . u a �i ��9�li�-E. IWNS�E��mf�f�.. T!t"�,[�fIT:' ., ,... � ..�.Ih''_'��i"�","'",' � , iTF':, i iF'!g'•� �� _ �_ u�'�"lY�t�'!'�, � , .,,a'k "tee-.:,ifr",. � �,fT-n. �r,�i.�> - �" � i ��