The URL can be used to link to this page

Home My WebLink About37539-37557 Daliha Ter.- LENNAR_ LENNAR TAMPA DIVSION 600 N. WESTSHORE BLVD. SUITE 500 Tampa, FL 33609-1140 813-882-4663 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 Aa ST. CROIX 214 B - ST. CROIX 214 B - ST. CROIX ➢� t 4 L 11--.. -� � J } n' EILAND PARK TOWNHOMES 10 UNIT CiTy OF ZEP `I' L �IILDING OFFI�;,AI FINISH FLOOR ELEVATI©J SHALL COMPLY iNIT'H ERNG VEERED DOSIGN AT4D/OR CITY Of ZENYRHII LS 0DI.XANCE. BUILF,IN, ( �HAL I. Cc)M .' WITH ALI, APPLICABLE CITY OF ZF F4-jyRjTI: I S 03.PI.NANCE. B ,ILDjNC SHALL t cOWLY WITH A!! APPLICA-BLe BUILDING, ]ELECTRICAL, PLUMBING AND :C lWI AY CIOOFIS. ABBREVIATIONS ABV. ABOVE A/C AIR CONDITIONING A ADJ. ADJUSTABLE ALT ALTERNATE AMP. AMPERAGE AIR AIR RETURN BD. BOARD B BF BLDG BI-FOLD (DOOR) BLDG BUILDING BLKG BLOCKING BLK BLOCK (CMUs) BM BM BEAM BP BI-PASS (DOOR) BRG BEARING (:P- CENTER LINE ^ CAB. CABINET (V. CLG. CEILING CMU CONCRETE MASONRY UNIT CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION E EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR FAU FORCED AIR UNIT F.G.IFX. FIXED GLASS F F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLR. LINE FLOOR LINE FLUOR. FLUORESCENT F.M.C. FLOOR MATERIAL CHANGE FR. DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER G.I. GALVANIZED IRON GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIBB HH.C. HOLLOW CORE HDR. HEADER HGT. OR HT. HEIGHT INSUL. INSULATION I INT. INTERIOR LAM, LAMINATED L LAV. LAVATORY LUM. LUMINOUS INDEX OF DRAWINGS M.C. MEDICINE CABINET MFR. MANUFACTURER ARCHITECTURAL PLANS M MIN. MINIMUM MTD. MOUNTED SHEET NUMBER TITLE MTL. METAL OA COVER SHEET N N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE 1 A 214 A, B - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS OVER O/C. ON CENTER 1 B 214 C - SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS 0 O.H.C. OVERHEAD CABINET OPT. OPTIONAL 1 C 214 D - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS O.S.A. OUTSIDE AIR 2.1 1st FLOOR MERGED PLAN fE PROPERTY LINE P P.B. PUSH BUTTON PED. PEDESTAL 2.2 2nd FLOOR MERGED PLAN PH. PHONE PLT. PLATE 3 FRONT & REAR ELEVATION PLAN PLYWD. PLYWOOD 4 SIDE ELEVATIONS & ROOF PLAN PR. PAIR R. RISER RAD. RADIUS 5 ELECTRICAL SERVICE PLAN R R.A.G. RETURN AIR GRILL 6A 214 A, B - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS REF. REFRIGERATOR REF. REFERENCE REV. REVERSE RM. ROOM 68 214 C - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS R.O. ROUGH OPENING R/S ROD 8 SHELF 6C 214 D - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS S.C. SOLID CORE S.D. SMOKE DETECTOR S SH SINGLE HUNG SH SHELVES SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SIM. SIMILAR S.LT. SIDE LITE SGD SLIDING GLASS DOOR STD. STANDARD S.V. SHEET VINYL TEMP. TEMPERED GLASS THK: THICK T T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL UU.N.O. UNLESS NOTED OTHERW1d,E V VLT. VAULTED V.P. VAPOR PROOF W. WASHER W/ WITH W W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER W.I. WROUGHT IRON W.I.C. WALK IN CLOSET W.P. WEATHER PROOF AREA TABULATION 10 UNIT COMBINED AREA TABULATION 1st FLOOR 7288 S.F. 2nd FLOOR 7382 S.F. TOTAL LIVING 14670 S.F. ENTRY 300 S.F. COVER PATIO 366 S.F. STORAGE 210 S.F. TOTAL SQ. FT. 15546 S.F. MASTER REVISIONS STRUCTURAL PLANS SN STRUCTURAL NOTES SN 1 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.danscoengineedng.com CA 25948 o CD Ln LO w O�' C) .--1 j o+ � z a DO M cue, HQw11P zQP;z00 w M Wz z JCD w U O U Z u� OZ:�i I Z cn Q U J_ V) L.L. 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 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. O° 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WF HOUT WRITTEN CONSENT FROM LENNAR CORPORATION. OO 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: I JUL 0 3 200� SWEET TITLE: COVER SHEET SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN 13Y: DZ REVIEWED BY: TH OA m u/ / / / / / Z / 17 / / MINIMUM HEADROOM OR (2) u SLOPED PLANE a ADJOINING > TREAD NOSING FROM FLOOR d / SURFACE OF / LANDING / FOR 51: 1 INCH = 25.4 mm, 1 FOOT = 3048 mm. MINIMUM �4EADROOI„4 A FOR V.- 1 INCH = 25A mm. CONVENTIONAL ST,A I R, A ' EACH FLIGHT (REGULATED ON ITS OILN DIFFERENCE BETWEEN GREATEST AND SMALLEST In TREAD DEPTH WITHIN A = FLIGHT OF STAIRS IS LIMITED TO 3/6'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/5'. FOR 51: 1 INCH = 25.4 mm. STAIR TOLER.ANCE:5 6-0x6-8 SGD 6'-4 M. 0. 1e PATIO CON, PAD ,REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = I'-0' 6'-1 1/2' 1 L 9'-41/4' - 4'-II' 10'-6 3/4' 12nd F.F. I M / 1 FWIWG 9 Vol 2xb P.T. LEDGER ? 2x6 CONY. / I O/C W/ USP H0(o / W/ 1/4' 0 x 2 3/4' a I HANGER AT EACH END TAPCONS s W O/G a � = / i � 9 3/4'/ 14 RISERS s 11/2' EACH PLUS / I I RISER e 13/4' M ' I / 14 TREADS a 9i5' EACH HALF WALL W/ Ixb WOOD CAP (SEE I I / TOTAL HEIGHT = 9'-4 3/4' STAIR PAGE FOR I / 2 R15M + 1 TREAD = HANDRAIL INFO) / GREATER THAN 24' t NOT TO EXCEED 2V / (2)11/2' + 9 3/4' = 24 3/4' LANDING NOT TO INCLUDE I' NOSING. 1st F.F. STAIR DETAIL - 214 A, B - ST. CROIX SCALE: 1/4' = 1'-0' REFER TO 51$ET 'STAIR' FOR INFORMATION NOT e N B 1A LANDING f LIVING ROOM `� UP n cnLo KNE II WALL cq 14'-2' I 3'-81/2' `r DRAIN PAN, oil DRAIN TO — — — — OUT SIDE OF W.N. 51.0 FOR - LAYOUT) ti tmS 1'-4' I'-8' T-10' '-0' 10'-4' ip��, I '(1f, RE <." C.P. 1/2 BATH I RELIEF FOYER a - Lu i T.B. I co `^ r Iz eO I I "' I� m la0 a V TILE G t. 001-7 '9 8'-41/2' 12' x IY II�f� O.HG. 1'-111/2 1/2' 2-2'-III/2' I .0 1/2 WALL 6 39 1/2' 11 42' 14dEE WALL 3-0x6-8 - N B W/ I' x 6' W/COUNTER j 3 I OPEN'G 10 s WOOD CAP ABOVE a 42' AFF. ,- I =C1I FLAT HDR " Ib' WIDTH I o I N COUNTER ABOVE. I I O c e v I vc, zn e O j, ' N i KITCHEN 12' x 12' DINING ROOM O.H.C. I n 12'-2 1/2' 2'- SEE DETAIL 'A' FOR REAR UNIT a X II o r CONFIG. 1/2 34 SW (2) 25 SW 3'-0'x3'-0 ' GONG. PAD 10'-4' 1st FLOOR PLAN - 214 AB - ST. CROIX SCALE . 1/4' = 1'-0' 5'-4' 1'-2- OPENING 1'-6' 3'-01/2' I II 1 I II I II I II I II II n, II I I I 11 I KITCHEN 11 KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4' = 1'-0' R S[ IT-6 3/4' 9'-3 1/4' T$. $ 6+6 M- 5AT�4 a , CPT. TIL N O $ I m e 30' m Lu < an BASE JUL. VANITY o 2vP CQ MASTER SUITE M.C. ---- UB/SHOWER — — — — TILE TO 1-0 A — ABOVE TUB T.P. ca s 5'-10 I/2' 3'-Z' 3'-6 I/4' 5'-3 3/4' dN BATH U, 5 1/2' WALL + 30' B CID s8 VANITY 2-4x6-8 BF � d cn I HANSEN e DRYER I VENT I �, r rLOCATE IN (SEE NOTES l oTILE CPT � hELD�12 �'X36' KNEE WALL L----� I �; R/S C b+dry ftx2 X — R/5 5-Oxb-8 � � N A r\/2-bx6-8 3-0x6-8 BF t8'-0' Y-21/2' Y-5' V-31/2' >n N 0 BEDROOM 3 BEDROOM 2 t I * EGSS *EGSH RESS 2nd FLOOR PLAN - 214 A,B - ST. CROIX SCALE.: 1/4' = 1'-0' wAQWCD DOMESTIC WATER SUPPLY SCALE: N,TA v m a, PLUMBING LEGEND I ------------- = VENT LINE = SANITARY WASTE; LINE = COLD WATER SUPPLY = NOT WATER SUPPLY NOTE: LICENSED PLUl"M TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS HIM. LA BUIL WAL TO SEW[ SYSTtm M J� �4"VTR I I 2" I r--�-__ SANITARY WASTE RISER DIAGRAM SCALE: RT,S. FLOOR i=LAN 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 1 EIRUM&9IMILAR FIXED ITEM, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR 2. 4MC INTERIOR ANGLED WALLS ARE At 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE t0 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE CO 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. EArP�AR Md3W1tI"4 RIA>V[r TO BE WANIS99R LBW"LOWR NAa(TQffM4r4Q9APFe9CE, THE DESIGNER 5>Fi'ERt�PN�TLD 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 SO AS TO BE ACCESSIBLE. D IMENS 1 ON CONVENTION OVERALL d EXTERIOR OPENING RMNOMIDE OF BLOCK -OUTSIDE FACE OF 8' NOMINAL BLOCK 3 1/2' FRAME WALL U.N.O. AREA TABULATION UNIT ST, CROIX Ist FLOOR LIVING (OV SR 2nd FLOOR LIVING (OW SF. TOTAL LIVING 1311 5F. ENTRY 21 SF. GARAGE 0 SF. TOTAL SQ. FT. 13T s.F. > IEDANSCO 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 0 o�� zaco �CL Lu M c - � '-0LL op ¢cn F- CL o ztn E w 3: IT LuJ z o CD �o V) Lu U 0 U _ I Z 0z� I 0 Q C I � U Z v) Q U 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. 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, U.0 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 I- IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I JUL 0 3 2008 1 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 1A Z J D m N i N LO O co T— L J T— i i i � z - - - - MINIMUM HEADROOM s OR (2) SLOPED PLANE ADJOINING n TREAD NOSING FROM FLOOR SUf�ACE OF LANDING i FOR 51: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm. MINIMUM HE:,ADROOVf w �n FOR 51. 1 INCH = 25.4 mm. CONVENTIONAL ST,A I RUJA ' EAC+4 FLIG+4T REGULATED ON ITS OWN DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8', DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR V- I INCH = 25.4 mm. STAIR TOLERANCE5 2 RISERS + I TREAD = GREATER THAN 24' 4 NOT TO EXCEED 25' (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 0 11/2' EACH PLUS I RISER s 13/4' 14 TIEADS 9 9 3/4' EACH TOTAL HEIGHT = V-4 3/4' 2nd FF. s 1 1 (3) 2x12 SYP'2 SPACED EVENLY W1 CONTRACTION ADHESIVE PL200 4 2-lbd 3/�' TOE NAILS AT EACH END t42'AALF P.T. JIVOL. eO a WALL W/ Wo = WOOD CAP (SEE STAIR I PAGE FOR HANDRAIL INFO.) 9'-41/4' STAIR DETAIL - 214 C - SIESTA KEY SCALE:: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR 4MATION NOT SHOILN 4'-0' 2'-6' OPENING Y-III/2' I OVERHEAD F—ii ---CABINETS — ------ ----- I I II I II -----------II Il I II II n, II II KITCWEN II II KITCHEN PASS-THRU - SIESTA KEY SCALE . 1/4' = 1'-0' 14'-6' Y-0' 10'-6' 31-0'x3'-0' (0 CONC. PAD -------------- 2x4 WALL COVERED PATIO STOR UN 5'-4' M. O. �5- 5-0x6-8 SGD I 001 D.U1. ; I U, I -- p SINK W/ DISP _ >, I L g KITCHEN I e = a I u I I I r O I REP. Lu e - _ u 4'-0' 3'-8' 4'-4' I 1B 1/2 WALL 9 39 1/2' W/COUNTER I ABOVE 6 42' APP, 16' WIDTH COUNTER ABOVE. (r DINING ROOM N I - 4'-3' 6'-4 1/2' 3'-II 518° DRAIN PAN, DRAIN TO OUT 4' ARCH, SIDE OF UNIT. SPRING 6'-8' (SEE $1.0 FOR D. TO 7'-4' LAYOUT) — — — — — — — — �, I UNDER T.B I/2 BATH I = STAIRS > TILE! CPT _F_ -I W.H.`�`l l a l I� v ` I �., i I I r— i* I I I I T.P. PRESSURE 2'-1 I/2' S' 0° 4' ARCH, I RELIEF SPRING 6'-8' _ LANDING UP TO i'-4' A v 1B 3'-8' 5'-9 1/4' 5'-0 3/4' HALF WALL I r M I LIVING ROOM I I n I I u FOYER (2) 25 SW * EGRESS d cM cYl ENTRY _ ------- 1 st FLOOR PLAN - 214 C - SIESTA KEY SCALE:: 1/4' = 1'-0' 14'-6' 6'-II' I, 1'-1' (2) 25 SW * EGRESS I I II � I BEDROOM 2 e l a I (P I I I I s 2-6x6-8 e STUDY t II Lu I Iw o a I III- w DRYER VENT I I (SEE NOTES) I I HANSENIL 2'-91/2' 5'-10' BOX 1'-11, I I 3'-111/2' A/C CHASE M DRYER cv X BAT48' BASE 46ECPT. Io "—' I �_ .� •n o VANITY ' LU W.G. LA 4--T T.P. I LANDING DC UN v 3'4' 3' 10, Y-2 1/2' Y-II 1/2' A/R LIN I I I U s � LANDING} I I = A/H C4 _ M � ' BASE o ®IVANITY-6x6-6 m M. BATH a e g� 10'-(61/2' I `� I I jICA A/C CHASE I I MASTER SUITE �I I I s 2'- 1/2' I s I I I I I I 24/5 SH a I I 25 SW * EGRESS 5'-II' 2'-11' 3'-0' 2'-8' 8'-10, _ 5'-8- 2nd FLOOR PLAN - 214 C - SIESTA KEY SCALE:: 1/4' = 1'-0' TU 5* WC i WASHER TUB J LAV. 1l2" 4" 1/2" LAV. TO ' WATER SERVICE DOMESTIC WATER SUPPLY PLUMBING LEGEND = VENT LINE; = SANITARY WASTE LINE = COLD WATER SUPPLY = HOT WATER SUPPLY NOTE: LICENSED PLUMIBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. �1/2" VTR 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 HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• lL 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 BEFOREE COMMENCEMENT OF ANY CONSTRUCTION. ANY REV1510NS OR CHANGES, NOT )ELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS AR: MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FNE EXTINGUISHER IN ACCORDANCE W/ NIFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCE55 LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 F.RC. LOCATE 50 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 UNA, AREA TABULATION UNIT SIESTA KEY 1st FLOOR LIVING 154 S.F. 2nd FLOOR LIVING 1T1 SF. TOTAL LIVING 1531 sr-. ENTRY 45 SF. COVERED PATIO 69 5F. STORAGE 18 5F. TOTAL SQ. FT. 1663 5F. � DANSCOID ENGINEERING, LLC E 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 zl~o O j a+ zQm�� Lgu� M � 7/7 < 0 -j00 Z �t �Do Do zw w3~ W z o 0 �o c� C) <W O U _ V) Z V< 0 Z O Q � L U Z cn Q U 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 = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 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 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: AL 4 3 2008 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 i � z i — _ — — MINIMUM c0 HEADROOM OR (2) SLOPED PLANE n ADJOINING ' TREAD NOSING (U FROM FLOORLIA Q SURFACE OF i LANDING i FOR 51: 1 INC4 = 25.4 mm, 1 FOOT = 304,8 mm. 1—f IN I1lUt-1 HEADROOM FOR V.- I INCH = 25.4 mm, CONVENTIONAL ST,41 fRW,4�I' EAGN FLIGHT FeWLATED ON ITS OILN DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTI4 WITWIN A FLIGWT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN WIG-IEEST AND LOWEST RISERS WITWIN A FLIGWT OF STAIRS IS LIMITED TO 3/8'. FOR SI: 1 INC44 = 25.4 mm. STAIR TOLERANCES 3/4' PLYWOOD OVER 2x6 FRAMING W/(2)10d 6 EA. W. TOP OF A/C PLATFORM 2nd FF. ,1 g' L 1 3'-3' 3'-6' HVAC 42' HALF I WALL W/ I x I WOOD CAP I I M I 7I— TI I I 111 GIRDER JI_ —1 BEYOND FRAMED 14EEWALL TO SUPPORT A/C i 1 PLATEFORM (SHOWN DASHED) LANDIW3 2 RISERS + I TREAD = 3/4' LANDIWj I � CATER THAN 24 4 NOT TO i z g c EXCEED 25 i T (2)11/2' + 9 3/4' = 24 3/4'IQ a 10 P.T. W/ I/4' x NOT TO INCLUDE l' NOSING. 1 = 2 3/4' TAPCONS 1 AT 16' O.C. 14 RISERS e 1 i!1' EACH 1 PLUS I R15ER 0 13/4' �, 42' HALF (3) 2 x 12 6YP02 14 TREADS a 9.15, EACH 1 WALL W/ I x 6 SPACE EVENLY W/ TOTAL HEIGHT = V-4 3/4'ISt FF. / WOOD CAP CONSTRUCTION T-3 3/4' T-6ADHESIVE PL100 4 1-16d TOE NAILS 10'-9 3/4' AT EACH END STAIR DETAIL - 214 D - MARTINIQUE SCALE: 1/4' = 1'-0' REFER TO SWEET 'STAIR` FOR INFORMATION NOT 5H lOWN 5'-2' 1'-8' OPENING OVERHEAD -I - - - - - - - - - - CABINETS -II - - - - - - - - ----- � I II I II I II ----------- II I II II m II II n, II II KITCHEN II II KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4' = 1'-0' e N o� v 1st FLOOR PLAN - 214 D - MARTINIQUE (,3 \ 2nd FLOOR PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 1'-0' SCALE : 1/4' = 1'-0' LAV. I I TUB I WC� Ay�l 1/2" /�'LAV. ' TUB �^ WC I NN I WASHER I I;> � I<11 - yti 1/2" KIT. H.W.H. 1/2" WC I ' TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE = COLD WATER SUPPLY = NOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. n LAV i `l�� 2" BUILDING I WALL TO SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: N,TA VTR J� 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 DIMEN51M 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 EGfESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. K 0. 3.15WANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPUCA13L.E 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 COMh'ENGEMENT OF ANY CONSTRUCTION, ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4, EACH DWELLING UNIT 4 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ 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 50 AS TO BE ACCESSIBLE. DIMEN510N CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL U.N.O. AREA TABULATION UNIT MARTINIQUE let FLOOR LIVING 154 5F. 2nd FLOOR LIVING '111 SR TOTAL LIVING 1531 SF. ENTRY 45 SF, COVETED PATIO 69 SF. STORAGE 18 SF. TOTAL 5Q. FT. 1663 SF. DANSCO ]DIE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineer ng.com CA 25948 o o Ln w z V) 0 OV)� > O%%Q Qm�� z Lu M 00 �0LLop (+7 z zin V) E� w W3~ W z o 0 �o Lu U L � O CU Z V< 0 Z O C) 6 Z c) I J "' 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 =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 WRITTEN CONSENT FROM LENNAR CORPORATION. 0" 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 /10.10.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I JUL ® 3 2000 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 Z 0 J_ m N 1 L^N 1 C) co r LO T- -1 i (I r l l y— I 1 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoenginee6ng.com CA 25948 o CD Ln w Zoo O�� ojc+� ZQmM M c 00 j Do m W M z Z� �DO W W LLI z o 0 kD w U :�j v) O 6 V) 7 0Z� �z 0 Q � C o 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 = ±0.1 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. 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. 1.00110.10.07 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: JUL 0 3 2000 SHEET TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 29 0 z 0 m 0 N 1 ,C^ V / 1 C) co T- L J r- DANSCO 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 LA W CD� C) � (n tD z < ca M m � 00 F< 0 LJL 00 ZCL aD Z v% E W W�~ W z JCD V W U :�j v) O U z C;) 0z� �O Q � Z v) Q 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 =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. @ 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. @ 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 292 r c� z 0 J_ m C O N I N^ V 1 C) co r LO r i ,h._i isl A7.i. ill lU. i 11 -- - OFF RIDGE - VENT (TYP.) T.O.B. q-LU �W or) 4 l� Z Cl U !Y co Lu 12 n T.O.B. v r eo�o - �LL LU d o MAIN F.F. 16' x IV x 24' TALL —/ SQ. COLUMN BASE U/ 12' ROUND PILASTER ABOVE. 214 A - ST. CROIX 214 B - ST. CROIX OFF RIDGE VENT (TYPJ z _ uL u '- OLu LL 12 o � T.O.B. v 2 1 d F.F. — m -I — =z =L — Lu U v U � n •- o IN fif_ IV x IV x 24. TALL DECORATIVE SQ. COLUMN BASE W/ STONE (TYP.) 12' ROUND PILASTER ABOVE. TRUSSES 9 SHED STONE (TYPJ SQ. COLUMN BASE W/ D WEEP SCREED SQ. COLUMN BASE W/ STONE (TYP.) ROOF. 12' ROUND PILASTER ISO IV ROUND PILASTER ABOVE. ABOVE. 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 1/2 33 SN �✓06 SAD. TEMP _ — mC IIL I EXPANSION I I I 1_ — I C E. >INT, 6068 ' 6068 S:C:D. S:CxD. TEMP — — TEMP. I rEFF RIDGE VENT (TYP-) 214 A - ST. CROIX 214 B - ST. CROIX o ° � r Z o o MAIN FF. 6' x 16' x 24' TALL SQ. COLUMN BASE U/ 12' ROUND PILASTER ABOVE, NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISI4. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT Et Eli 12 cO�°8* * o n ILL 2 5 54 4 2 2 -8.LU — 14 rTl cYl 5� _ LU I m I � El 1/2 33 SW c° �[ — w `p LL 1. 606 o p i 1/2 34 SW IL AMP m 'DMA FF. I DECORATIVE --j 16' x IVx 24' TALL 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 B - ST. CROIX 2 REAR ELEVATION SCALE : 3/16' = 1'-0' STONE (TYP.) SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: 214 A - ST. CROIX DECORATIVE FINISH. t0 BE GUT /SCORED 214 B - ST. CROIX 1' OVERHANG IN FRONT I'-O'OVERHANG IN SIDES AND REAR DANSCO 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 CD Ln L11 0 V) jCA � z L rn E M � W ZQ(]LJL00 Q I— fl.00 z�E W w3~ W Z o mi V) w C) 0 U z> V<< > �_ L O7 p Q C 1 V) z Q ' U J `n w TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006SUPPLEMENTS), 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. ® 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: ju,L SHEET -TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 3 m �r r ROOF VENT 6C WULE 1'1' V-v VERIFY WITH GMRAL onr'C %&krrC CLTA1 I = oQDo EJEvd�a L -JIII Q dD� I vdDv cs� I cf� Lu IS) EJ I 1 ILL * E*J,LL1 1 T.O-B. ___ _ _ _ _T.O$. 0 2nd FF_ — — 25 SH (2) 25 SH (2) 25 SN 25 SH _ 2nd FF.12 m v — — —EXPANSION J INt -2 r- 3 -m m I m LL MAIN FF. (2) 25 SH ®® (2) 25 SH (2) 25 SH ®® (2) 25 SH MAIN FF. 3068 GRADE LINE SEE B/SNI FOR 3068 16' x 16' x 24' TALL DECORATIVE L16' x IV x 24' TALL (ASSUMED) I WEEP SCREED IDEISORATIvE sa COLUMN SASE STONE (TYP.) SQ COLUMN BASE INFO. STONE (TYP.) W/ 12' ROUND W/ 12' ROUND PILASTER ABOVE. NOTE: PILASTER ABOVE. ALL TRIM /BANDING t0 BE CUT / SCORED DECORATIVE FINISH. 'OvEf;?14ANG IN SIDES LEFT E L E V AT ION r=4' OVERHANG IN FRONT AND REAR 3 SCALE 3 3/16' = 1'-0' DANSCO ID 1E 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 H z , � o�� U � jo,In Z QmM 1 M 06 � W 010 N] Z z�E00 W -j W z JCD 0 W U :�j v) O U Z C;) 0 z :2 O Q CL 0 � Z c� I Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 8 200B LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 8 200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 ❑ THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: JUL 0 3 2000 SHEET TITLE: ROOF PLAN SIDE ELEVATIONS SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 4 0 - -1- T-I I i.- 17 -:' I Fo m -lll - k I'l i'.0 IV ilk ti lll Al --i: , A IAll -- - - ! -i DIAGRAM BELOW (SEE ELEC. RISER METER BANK) METAL COLD WATER PIPE 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 B - ST. CROIX a 400A, M.CB. oIP, 120/240V M3 NEMA R M 32KAIC 2/0 CU BARE THRU-OUT 5LD. 6/8' x IV' STEEL CU CND RODS z = C.O.L. A9;;I1R 1 1 (2) Y PVC WITH (3) 0 350 MCM AL CONDUCTORS EA I I 1-1/2" PVC WITH (3)' 2 A 63 CU CONDUCTORS f U AWG 90 (TYP. TO UNIT PNL5) O 125A, I20/240V40v 1Z5a IP, 3W 1 O 2K4CT, 0 TYPICAL FOR ALL ® UNIT6 10 UNIT RISER DIAGRAM (TYP. OF Two LOCATION5) 5CALE : KT.S. ELECTRICAL SERVICE PLAN SCALE: - 3/16' = I'-0' FOR CONTINUATION, SEE FOR CONTINUATION, SEE L _ FOR CONTINUATION, SEE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER EACH UNIT. (TYP.) EACH UNIT. (TYP) { ;, EACH UNIT. (TYP.) � I I Y iiL- - - - - - - - - - - - - - - - - - 214 D - MARTINIQUE 214 C - SIESTA KEY PROVIDE A MIN. 22' BELOW Fr, 214 A - ST. CROIX 214 B - ST. CROIX DIAGRAM BELOW (SEE ELEC. RISER METER BANK) ]DIE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineeHng.com CA 25948 CD0 Ly Ln w Ln0 pjo+VD ZQ Co LLJC M 00 ZFQ-0�W Q�a00 z v7 E W W�~ W z J C)0 ko L u 0 U _ V) Z ) O Z 0 Q � cry Z tU Q� U J `� Lu THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE OF THIS DRAWING ONLY. STRUCTURAL PORTION ® 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 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 5 01) Z J_ m O N N LO O M LO v- ELEC. METER BANK (SEE PG 5 SERVICE PLAN FOR LOCATION)--- - - - - — - -- - - -- - - - -- - - - - - -- CKT ELEGTRIGAL PANEL SCHEDULE CKt _ CD FER UNIT- 12E AMP 24 CKT. 0 / M. BAtN 1 to I -�-- T 22`� ' SD - 15 O I 11 MASIM SUITE 4 E3ULB 15 ' 15 j O / DESCRIPTION DE5CRIFION I STRIP 3 I. LIVING ROOM; -- '— ! i �r = _ _ i STD. SURFACE �\ /� STD. _ J MNT. LT. T 0 ' 2a SURFACE DRYER I0 30A 1 RANGE / OVEN 6 50A 2 to I' `/ \J MNT. LT. - �� FAN/LIGHT 22 _I LIGHT 1 s ALL / \ \ FANLIGHT i - - - 3 4 L �% PRE -WIRE _ �JOUNTED PRE -WIRE LIGHT PER SPECS 5 b CONDENSOR UNIT 10 30A 2 WATER 10 30A 2_ — WALL MOUNT 22 - __, T �.�^ 15 _ �__ V016I-TO— llJLJI HEATER _ SD LIGHTING v s / PER SPECS 22 15 c'- _.\`. : i 14 •.ro j (l 11 MASTER SUITE t0 2 6A i s 10 SD -__-- — 11 T " 11 '15 l•I LLL�� BAtI AIR HANDLER ! O 10 30A 2 i - -- - - c. %' _L6 I, �— BEDROOM /SMOKE HEAT STRIP - 15 11 DETECTOR � 2 15A 1 n it bhi. - - - CH II I' II O \ ` \ \\ 24 24 L 8_Jl �I II %I- 17 t2 �� 24 24 M C10TI.ES _ O 1JLJI DIS4R p 20d I 13 20A >4 WASEIER 11 I \ —-- UJ.I.C. 13ATTaR00M 9 20A i F DINING ROOM 11 20A I I6 1 _ FOYER I - - - -- -- - I tt � 1t za � 11 - - - SURF. MNT. cv� sD WC4N i a MANta i 1st FLOOR 1 s ' _ - -_ ELEC. PANE' - ' \` t0&1 2 u 20A I n LK:HTS p 5A 1 i - - 11 oai51DE oUT1.ET5 O I � s -r - I G.F.I. Gq 13SD rj 11 KITCHEN Q 0 20A I is DISPOSAL 12 6A i 20 -- Na) REFRIGERATOR 12 20A 1 21 LIVING ROOM V 5A 1 22 I o' 2 &a STD. �\ ', STD. I SURFACE MICROWAVE OVEN 2nd FLOORMINT. L 18 18 17 23 , 24 �\ /� MNT. LT. v SURFACE �\ /� T. p 20A 1 23 C2 6A 1 24 �f' PENDANT LKaHTS 1s i/ \� FAN/LIGHT FANLIGHT i \ 2a 6Fa. 19 6F.1. J PRE -WIRE / \ PRfl-BOARD NOTES: 1s / DINING ROOM 1, PRE-WIRE'ti J 0 DEDEGAm A -Li. cmrr Q 5 KW WAT STRIP +96' I . ,B KITCHEN 21 � I BEDROOM 3 i BEDROOM 2 20 DEDE xw &j. CIRCUIT j j! 16 ISGONN. > ; 1, D SET DETAIL 'A' FOR REAR UNIT CONFIG. lst ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 11-0' RE51DENTIAL LOAD CALCULATION 214 A, B - 5T. CROIX General Lighting 1311 3 43 Laundry Circuuit 1 bw 1500 Small Appliance Circuits 2 1" 30M Total Small Appliance 4 Csswal Lighting 8613 RANGE 1 mw 8000 Dryer 1 5000 5000 Special Circuit 0 0 0 13000 Fixed Appliances Water Heaters 1 45M 4500 Dishwasher 1 12W 1200 Disposal 1 160 160 6460 TOTAL CiMRAL DEMAND 28,013.0 VA FIRST 10 KVA OF GENERAL LOAD 9 IMOgo 10O00D VA REMAINDER OF GENERAL LOAD ® 40% 12291 VA 5 WA OF HEAT a 40% 2WO.0 VA TOTAL %29.0 VA 19229 divided by 240 equals 80 Demand Amps "V-4-M.O. Y-6' 18 8 P PATIO CON.-KAR UNIT ONLYf REAR UNIT CONFIG. - ST. CROIX SCALE:: 1/4' = 1'-0' 2nd ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 11-0' IDE 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 Ln Uj O � 5, > � ID zQmmT M � 00 Q � � Q z a� E� I.0 Z IT W J z o %o w U O U Z V5 OZD Z L O CL cn � U Z v? U J_ C/) w 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. 0 2W8 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 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 r� V Z J D T� V/ t� O N N LO O M LO T- CKT! ELECTRICAL PANEL 5C:HEDULE CKT! PER UNIT- 125 AMP 24 CKT. DESCRIPTION �„ $ DESCRIPTION I 1 DRYER 10 30A 2 R443E / OVEN 6 50A 2 �u 3 4 U 5 b Qe� CONDENSOR UNIT 10 30A 2 WATER 10 30A 2 I_u 1 DATER 8 MASTER SUITE Q 2 5A I 9 10 AIR HANDLER / HEAT STRIP O 30A 2 BEDROOM / SMOKE O 2 5A I 11 12 1LVJl DETECTOR —� Lu DISHWASHER 12 20A 1 13 CLOTHES WASFIER 9 20A 1 14 BATHROOM Q 20A 1 5 DINING ROOM 12 20A 1 Ib C�11 KITCFN / cu MANTANCE 00DE q g 20 p 10A I tl ist FLOOR 12 5A I is LIGHTS C� KITCHEN 2 20A 1 15 DISPOSAL a 5A 1 20 REFRIGERATOR 12 20A 1 21 LIVING ROOM 2 5A 1 22 MICROWAVE OVEN p 20A I 23 2nd FLOOR 12 5A 124 LIGHTS PANELBOARD NCTES: Q DwEGATED AF ci GNP rr Q 5 M FEAT STRIP d DEDEww GFJ. Cimrr RE51DENTIAL LOAD CALCULATION 214 C - 51E5TA KEY General Lighting 1531 3 4593 Laundry Circuit I BOO 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance 4 General Lighting W93 RANGE I 8000 8000 Dryer I 5000 5000 Special Circuit 0 0 13000 Fixed Appliances Water Heaters 1 4500 45M Dishyasher 1 1200 12M Disposal 1 160 1b0 6460 TOTAL ORAL DEMAND 28,%3D VA FIRST 10 KVA OF GENERAL LOAD is 100% 100M.0 VA REMAINDER OF GENERAL LOAD a 4P. 1,4212 VA 5 WA OF HEAT e40% 2,000.0 VA TOTAL 19,421.0 VA R421 divided by 240 equals 81 Demand Amps 1 st ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE : 1/4' = F-0' BEDROOM 2 1 4T I I � 11 \ 1 �' II I STD. I1 SUWACE 1 1 z4 MNT. L.T. 1 `� j FAN/LIGHT ' PRE -WIRE I 1 li I I1 14 11 -' 24 I 1 I ' ' I I I BATH 1 124 __. 15 a ! I tt 15 11 ��..... 6F..1....._. i I 1 3 3 3 I SD \ 9 1 24 i r 1 1 I SD ` \ M. BATW I 1 I I OO WALL MOUNT ' LIGHTING PER SPECS MASTER SUITE 0 STD. 2a / SURFACE MNT. LT. FAN/L IGHT j PRE -WIRE I II I I i I I 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE : 114' = i'-0' IE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineeNng.com CA 25948 o 0 Ln W p;o,� zam�� e M Z .0 Q o L-JL OP o ¢ OL w E z M WLU z o ij V w U O U �C >Z O Q Q U Z cn Q U V) W THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE OF THIS DRAWING ONLY. STRUCTURAL PORTION O 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2DU&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 C - SIESTA KEY SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 6B I r I I r I 1 -7 - 1 - R CKT! ELECTRIG4L PANEL SCHEDULE CKt# PER UNIT- 125 ,AMP 24 CKT. � DESCRIPTION „ $ DESCRIPTICN 2 DRYER 10 30A 2 RAWiE / OVEN 6 50A 1 3 4 CONDENSOR UNIT 10 30A 2 WATER 10 30A 2 LLLI HEATER 8 MASTER SUITE ,D a 5A 1 rU BEDROOM / SMOKE DETECTOR (D 2 5A 1 9 AIR HANDLER / HEAT STRIP 10 30A 2 10 11 p LU DISNU6a 9 20A 1 13 CLOTHES WA%ER 12 20A 1 14 BATHROOM z0 2 20A 1 5 DINING ROOM 12 20A I 16 cv� KrrC4 34 / a MANTMCE , OUTSIDE 01J1 6 0 12 20A i n lot FLOOR LIGHTS 2 SA 1 IS KITCHEN Q a 20A I IS DISPOSAL 9 5A 1 20 REFRIGERATOR 2 20A 1 21 LIVING ROOM 2 5A 1 22 MICROWAVE OVEN p 20A 1 23 2 dF� Q 5A 1 14 PANELBOARD NOTES: 0 DMECATED AF.CJ. CIRCUIT Q 5 KW +EAT STRIP DEDECATED GFJ. c aG11r RESIDENTIAL LOAD CALCULATION 214 D - MARTINIQUE General Lighting 1531 3 455 Laundry Circuuit I 1500 1500 Small Appliance Circuits 2 15M 30M Total Small Appliance 4 General Lighting W0 3 RANGE I mm mm Dryer 1 5000 5000 Special Circuit 0 0 13WO Fixed Appliances Water Heaters 1 4500 4500 Dishuasher 1 1200 1200 Disposal 1 1(00 160 6460 TOTAL GENERAL DEMAND 28,553D VA FIRST 10 KVA OF GENERAL LOAD is M 100W.0 VA REMAINDER OF GENERAL LOAD a 409. 1,4212 VA 5 WA OF NEAT s 4m. 2OWD VA TOTAL 19,4210 VA 19)29 divided 4 240 equals r30 Demand Amps A/G D15GONN. 557 I 1b j OH ELEG. i 1, PANEL 11 GD 1/2 BATH 3 UP T LI � M I I 19 I zaa 23 I 19 I 1 st ELECTRICAL PLAN - 214 D - MARTINIQUE SCALE : 1/4' = P-0' I BATH �1 „ v I I GD FLEX SPACE PROVIDE ARTIFICIAL LICA-IT — — CAPABLE OF PRODUCING AN �\ �'� AVERAGE ILLUMNATION OF 6 24 5� �� FOOTCANDLES (6.46 lux) T} �) `PAGECED OVER TI$ AREA OF THE J. MINT. LT. ROOM AT A I$IGW OF 30 — — 1=AN/LIGHT` ' J INCHES (162 mm) ABOVE T1•IE me = wloc FLOOR LEVEL PER FRC 303.1. 0 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.danscoengineedng.com CA 25948 i O Ln W O Z> 13, IMD amM� EL M � 00 ZH 0 11 QO fOE ao z � w W�~ W z O O %o w U O U Z to O Z L p � U Z (7) a 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 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. p 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 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 Ji�)�ia. i:I! NI11, L I: W JJ Aa .1 1 _ 1I 1 1_ -�1_.11 1_ _ _ - l i 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX 214 B - ST. CROIX SAW CUT LOCATIONS PULL TO LEFT 2 SCALE : xTb. N51ON 5TRIN6 FULL TO RIGHT FOUNDATION PLAN SCALE : 371V = 1'-0' SAW CUT EXPANSION JOINT. GUT TO BE MADE WITHIN 24 HOURS OF FINISHING CONC%ETE. CONCf2ETE SEE GENERAL NOTES AND MIX KOUIFEW5 FOR PLACEMENT. FOOTING i FOIAOATION NOTES CIRCLED NOTES ARE KEYED TO PIA L ARCHITECTURAL BACKCdd:IAD OF THE LEVEL ABOVE 15 SWOIIN FOR RRERENCE ONLY. 2. ELEVATION AT 0'-0' (AS51J'ED) 3. ALL01114BLE EEARING CAPACITY HA5 BEEN A5611" IED TO BE 2000P5F. CONTACTOR SHALL VERIFY. SEE SN AND SOILS REPORT FOR STRIICIIRAL HILL REOI1NeVITS AND ADDITIONAL INFORMATION. 4. MINIM CONCRETE COMPRESSIVE SIRBNGTH SHALL BE SWPR REI FORCMG SHALL BE ASTM A-65 GRADE 40. 5, PROVIDE A MINIMUM X CLEAR COVER FOR ALL FOOTING REWFORGNG. 6. TYPICAL SLAB ON GRADE SHALL BE AT LEAST 3 W' THICK RENFORCiD WITH 6 X 6 114 X W14 IN TOP OF 1 V2' OF SLAB OR 4' FAR MESH CONCRETE SLAB OVER 6 MIL VAPOR BARRIER ON CLEAN, ILELL-COMPACTED, TER'ITtE TREATED, GR41LAR FILL. (TYPICAL ALL WITS) 1. PROVIDE A MMTMM 6-MIL VAPOR BARRIER WITH 6' OYSUPPED AND TAPED JOINTS W&TH ALL SLABS ON GRADE. & ALL CONTRC)L JOINTS MIM BE SAW OJT AS S M OR PER ASTM STANDARDS WTIHM 24 HOIIRS AFTER CONCRETE PLACEMENT. 3 A FOUNDATION SURVEY SHALL EE PERFORMED AND A COPY OF THE 511R1VEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE OR ALL. PROPERTY MAC SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARIQR TO VW:Y RE(,111RED SEIBALIGS 10 NO WOOD OR PAPER GRADE 5TAKE5 PERMITTED FOR SLAB PCIA I STORM WATER RUNOFF 8HA11 BE DISPOSED OF ON -SIZE OR DIVERTED INTO AN APPROVED DRAINAGE 51HiUC1U�E OR CHANNEL (SEE 10M ALT. CI-1) 2. THE ELEVATION OF THE FINISH FLOOR OF FEWENTIAL. BUILDINGS SHWl BE A MINI'1M OF 4' OF CM ABOVE THE HIGHEST ADJACENT GRADE (10Z%) L.DL) B. RUERENCE THE SN FOR ADDITIONAL EARTH M i FON)ATION INFORMATION 14 BORACARE TREATED LUI'M 15 AN ALTERNATIVE TERMITE 5OL PROTECTION TO SOIL POISONING 5. REFER TO DETAIL D/S4 i E64 FOR MASONih' INTERSECTION CONNECTION $ CONTMWUSFOOTWs PE SPREAD FOOTING �//////////d. L� MASONRY SHEAR WALL ■ 5 VERT. M FILL CELL CONTROL JOINT (2) 5 X 24' DIAGONAL BAR AT T� FOOLING SCHEDULE: MARK 612 DEPTH REIFORCING FI T-0 x 2'-0' 2' (4) 5 EA WAY F2 P-6 x 2'-b' 16' (5) 5 EA WAY F3 3'-0 x 3'-V 16' W 5 EA WAY F4 j 2'-6 x b'-B' j 16' j (5) 5 LONG WAY 15' 16' C/C CROSS, 5C- 214 A, 8 - 5T. CROIX 5= 214 C - 5IE5TA KEY M= 214 D - MARTINIQUE w IN WIDTH NOTE: SITE 'UNIT' DETAIL PLANS FOR 114' SCALE FOR 3/4' IN DEPTH I ALL DIMS. a a a 0 a.a d d o� �IwlrcyED GONGRE7E =LOOT IAxIA WIRE MESH OR F15ER ME:5H IN MIX SAW CUT EXPANSION JOINT 51 N.T.S. r ErT,TIN 0)04 G (0) g 1< 4157 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineedng.com CA 25948 t o 0 Ln LO W 0 j(71%D z amfn cn d N M DO 0 op ZQ�a00 z E W W z~ o w U ::E v) O U _ V) z O z H p < L CL H Q I z ci QI 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 B 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. p 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: I JUL 0 3 2008 SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 ..DRAWN BY: DZ/LV REVIEWED BY: TH S190 CA V z 0 J_ m O N 1 ,CV Y J 1 O M ,r V J r 0 16k16k24' NIGH SWAM C40L" BASE IN v, ROIW PILASTER ABOVE. -J 2 c sr� uu T,a�s sT.T aR� • Im' a' :+ AFR ■ O _ J 6kss B (SM. W/FLOOR T �, ss TRUSS PARALLEL �J L K TO WALL) ■ S6 e ! 8'-0k3'-0' CLNG PAD sK Iw TRW Bla'i • I0'-4' AFT. (SIM. W)FLOOR 8'-2' 8' 8' 8'-2' 8'-2' 8'-2' *a: M. W/FLOOR TRUSS PARALLEL Ss � ''''5'-8' 8'-10'''''''8'-10'''5'-8'5'-8'8'-10 PARALLEL 1 TO WALL) TO WALL) 14'4' 21'-10' 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 JrL— MA%NRYWALL �IsFLOOR�STRUCTURAL PLAN VA I BEHIND WOOD BEAM SEE PLAN CONK TO COLUMN TAL. a 10-4'IV I; R r COLUMN SPACER HURRICANE STRAP PER PLAN OD 0 TAL. i 8'-4' AM O CMU COLUMN FILLED W/ GRO11T. SEE PLAN FOR SITE 4 SPEC. (SQUARE COLUMN IS SHOWN) ENTRY COLUMN TO BEAM A ScaLE : NTs. I' X P.T. BASE 1/16' Ob8 FIRERATED OR REG. PER ROOF PLAN SEE ROOF NAILING SCHED. ON SWEET SNI PRE-ENGINEERED ROOF TRUSSES 0 24' 0/C MAX o/-USP WTA20 OR EQUAL SYSTEM 4 FLOOR R-30 INSUI.ATI TRUSSES •`' P.C. LINTEL PER PLAN (3) Sd TOE NAILS 2X4 F.T. LEDGER W/I/4' DIA. X 2 3/4' TAPCONS s 8' 0/C. MASONRY WALL IF T-0 WALL SECTION B SCALE : r1T5. 5C,4LE : 3116' = I'-0' :13- :-m- PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ 4' x 2%' TAPcoN3 0 8' O.C. INTO CM LISP MP34 s EA. TRUSS PRE -ENGINEERING TRUSS W/34' CANTIVELER, MAX (2) lbd TOE NAI INTO GIRDER is EA TRUSS 1/I6' 05B. W/ Sd is 8' 0/C 4 CEILING DRYWALL ON TOP W/ 1-3/8' DRYWALL NAILS OR DRYWALLBEAM PER PLAN SCREWS s 1' 0/C. ENTRY ONLY. PRE-ENGINEERED GIRDER TRUSS BOTTOM CHORD W/4' x 2%' TAPCONS 0 VOL. INTO CM SHED ROOF @ S.G.D./ENTRY DETAIL SCALE : N.T.S. 1-3/4' OR 2-1/2' PLYWOOD OR OSB FILLED CELL W/ (1)15 VERT. MASONRY WALL - CONG PAD 16k16W4' 14W M COUMr BASE 1w Q' MIMI "MR ABOVE I (2) 2' x 6' BEAM W/ (6)10d COMMON NAILS s EACH END ATTACH 2' x 6' JOIST TO BEAM W/ (6) 10d TOE NAILS s EACH END (TYP) 2' x b' JOIST is 24' O.C. MAX NOTE: 1) PLATFORM 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.YP.' 2 W/ (6)10d COMMON NAILS s EACH END r 4' POST W1 1/2' DIA. ANCHOR BOLTS O.C. INTO FILLED CELL W/ (1) 5 . ALT A/C PLATFORM DETAIL D SCALE : NTs. DANSCO IDE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o CD Ln Lu z H 0 U O j o� zQmm� Q men rL 00 Q 0 LJL Oi o z Qu zw E W 3: IT W z o 0 tD V) w U :�E v) O o _ V) >Z <� O Z p C I Q I Z to I Q V) I. 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 1193 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. ® 2M8-7HESE 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 3 200 SHEET TITLE: 1st FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH si a 111 1 11. .I.,_I, .I Li- , ill II I :i';iI I L 11111b IIhI&Ih lit A JIking le limed 1TINf �,� 1I1(11.1J,1�i-,r I ET.{1_.I it _iI, 1 1 1 1 1 1- 1T 1 I I I i i I - I i' I II J: T 11 1 1 214 A — ST. CROIX 214 B — ST. CROIX tv 0 a ■ ■ a ■ nm A MASONRY STEP DETAIL 11A�_A� 214 C — SIESTA KEY 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 214 D — MARTINIQUE 2nd FLOOR STRUCTURAL PLAN SCALE : 3116' = P-0' 214 C — SIESTA KEY 214 A — ST. CROIX 214 B — ST. CROIX ` 2, ` CUYY DANSCO ]DIE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o CD Ln Z,+ H O�� 0 > zQm�� M � O 06 Q0IL00 In ,I Z ~ r In 00 Z t W W LU z kD 0 .� kD w U v) O U _ V) z 0z� ry 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 8. 2006 SUPPLEMENTS(, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE 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. ®' 0O8-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: n f JUL 0 3 ��03 SHEET TITLE: 2nd FLOOR STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S102 C� z 0 J_ m 0 N 1 C^ L J 1 C) co - V J r 214 A - ST. CROIX 214 B - ST. CROIX 214 C - SIESTA KEY 11iAI a 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 1 st FLOOR FRAMING PLAN SCALE : 3/16' = I'-0- 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX +, Y OFe t —n JP.715 DANSCOIE ; ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 1 O O LA W r Z 6 M Z o>kDV Qm�� M � op Zata00 Z t!1 � W J�~ W z 0 J tD tD w U :�j v) O o Z 0 z � moo? Q � C IO 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 & 2OD6 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. O° 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. OO 200B-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 t' IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: / I JUL A 3 2008 SHEET TITLE: 1 st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S2,01 r C� z 0 J_ Im r O N (V V 1 O co 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-ENGINEEiED WOOD TRUSS TO BE PREPAIRED BY MIERS L (A5 REQUIRED) In' x 1' EDGE ANCHOR (MIK SIEAR -- 13400) 1 NOTE: STAGGER ANCHORS FROM OPPOSITE SIDE MOISTURE BARRIER -INSTALL BOLTS IN EVERY HOLE ON MANGER TI4ROUGIH GIRDER -REFER TO DETAIL A/SIZ FOR MA50NRY STEPS DMN510K (A GIRDER @ PARTYWALL 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE ROOF FRAMING PLAN SCALE : 3/16' = 1'-ra' LIP wl 39XIbU SCALE : N.T.&. (USP 4i`Ci5x16W GRAVITY CAPACITY MO UPLIFT CAPACITY - 34bV � n-a aFF. bL ftMAIIL MT. SEE TRIM PROFILE FOR AG11AL TRt1SS. (�„� RAISED HEEL TRUSS SECTION &CAL£ : N T,S. 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX BLTILH hr,iTG GFF3, 1 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 o CD Ln W H Z� 0� D L T>-I 0 M Qm��' T z M O 00 Q 0 LJL 00 zQ CI.00 Z� E W W�~ W z J w U :�j v) O U z Sle ry O I Q I Q I Z (7) QI U J TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 8. 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 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. O 20DB-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LC 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: �} tom-- A , 9 3 2008 SHEET TITLE: ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 271318 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S2.2 r c� z 0 J_ D m r O N 1 C^ L J 1 O M r L J r SF'EC,IFIGATIONS 1. 1. GONSTRUGTION 1. 1. 1. AGI 50-02 BUILDIN67 CODE REOUIREMENT5 FOR STRUCTURAL GONGRETE AC;I 550-05, A5GE 5/TM5 402-05 4 AGI 550.1-05, A5r-E &/TM5 602-05 SPECIFICATIONS FOR MA50NRY STRUCTURE5. 1.1.3. A5TM 02-70-01a, G4-76-01, AND GcIO-Ol SPEGIFIGATION5 FOR MA50NRY STRUCTURES 1. 1. 4. NATIONAL DE51ON SPEGIFIGATION5 (ND5) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYINC-7 SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDINC-7 GOVE (F5G), 2004 EDITION, (INGLUDIN(5 2006 SUPPLEMENT). 1. 1. 6?. "MANUAL OF STEEL CONSTRUCTION, ALLOKABLE 5TRE55 DE-516N", BY THE AMERICAN INSTITUTE OF STEEL GON5TRUGTION, (A15C) cITH EDITION. 1. 1. 1. "DE51ON SPECIFICATION FOR LI&HT METAL PLATE CONNECTED PqOOP TRUSSES" BY THE TRU55 PLATE INSTITUTE TRII-02. 1.2. DE51ON : 1.2.1. AGI 30-02 BUILPINE7 GO01E REGUIREMENT5 FOR STRUCTURAL CONCRETE 1.2.2. AGI 530-05, ASGE 5/TM5 402-05 6 ACI 530.1-05, A5r-E &/TM5 602-05 5PEGIFIGATION5 FOR MASONRY STRUCTURES. 1.2.5. A5TM G2-70-Olo, G47b-01, AND GcIO-Ol 5PEGIFIGATION5 FOR MA5ONRY5TRUGTURE5 1.2.4. NATIONAL DE51ON 5PEGIFIGATION5 (ND5) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYIN& SUPPLEMENTS. 1.2.5. PLYHOOD DE516N 5PEGIFICATION5 (APA) 1. 2. rb. FLORIDA RE-51DENTIAL GOPE (FRG), FLORIDA BUILDINO GOPE (F5G), 2004 EDITION, (INCLUDINIS, 2006 SUPPLEMENT). 1.5. SHOP I--)RAHI N 675 : 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESION PLANS BY OTHERS DURINO THE PREPARATION OF SHOP DRAHINGE-5 HITHOUT HRITTEN APPROVAL FROM THE ENOINEER OF RECORD. 1.3.2. ALL SHOP DRAHINC-75 ARE To BE 5U5MITTED To THE ENeINEER OF RECORD PRIOR To THE COMMENCEMENT OF CONSTRUCTION. ALL ROOF AND FLOOR TRU55 SHOP DRAHINC-75 ARE To BE 516NED AND SEALED BY A FLA. REO. PE. AND SHALL INCLUDE : DRAHINC-6 AND GALGULATION5, REACTION5 AND BEARINC, POINTS, BRACINC7 REGJAREMENT5, AND CONNECTIONS TO 5UPPORTINO TI;ZU55 MEMBERS. 1.4. (E-7ENERAL BUILDINIS, NOTES 1.4.1. OGGUPANGY GLASSIFIGATON RESIDENTIAL, OPOUP R-3 1.4.2. E3UILDINO HEIC-HT IN FBE7 4 NUM5ER OF 5TCYRIE-5 < 60'-0", 2-STORY 2. DESION LOADS 2. 1. DEAD LOA1--)S 2.1.1. UNIT HEIC-HT OF SOIL, COMPACTED 120 PGF 2.1.2. UNIT HEI&HT OF REINFORCED CONCRETE 150 PGF 2.1.3. UNIT HEIISHT OF 5" G.M.U. BLOGK : 55 P5F 2.1.4. 15T FLOOR 5UPERI MP05ED LOAD: 20 P5F 2.1.5. UNIT HEI&HT OF 2x4 PARTITION HALLS 11 P5F UNIT HEIC-HT OF 2x(o BEARINO HALLS - 12 PSF BALCONIES I DECKS: 15 FSF 2.1.5. TILE ROOF TOP GHORD 15 F15F E30TTOM CHORD 10 PSF 2. 1. 1. 5HINOLE ROOF TOP CHORD -7 F5F BOTTOM CHORD 10 P5F 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS : 2.2.1. 5IDEK4LK AND DRIVEKAY LOAD 250 FSF 2.2.2. OARAC-E LOADS . 40 P5F 2.2.3. PARTITIONED ROOMS - 40 P5F 2.2.4. BALCONY AND PECKS: &0 P5F 2.2.5. 5TAIRHAY5 AND LANDINC-6 40 P5F 2.2.6. 2. 2. 1. FLOOR TRUSS TOP CHORD MINIMUM; 40 P5F 2.2.0. ROOF TRUSS TOP CHORD MINIMUM: 20 P5F BOTTOM GHORV (WO STORAC7E) 10 P5F (NON-GONGURPENT) 2. RAILIN67 LOADS : 2.3.1. ALL RAILINE7 AND OUARD RAIL 5YSTEM'5 ARE TO BE DE516NED TO HITH5TAND A GONGENTRATED LOAD Of: 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIREGTION ON THE RAILINO. 2.3.2. ALL RAILINO AND OUARD RAIL 5Y5TEM'5 ARE To BE DE516NED TO HITI-15TAND A HORIZONTAL LOAD OF 50 PLF ON THE G7UAR1-->RAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTIGALLY DOHNHAIRD AT THE TOP OF THE &UARDRAIL 2.3.5. C-A)APPRAIL SYSTEM SHALL BE DE51ONED TO HITH5TAND 2001b GONGENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 4 2.5.3. ARE NOT REGUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. HIND LOADS : 2.4.1. HIND DE510N TO BE GONDUCTEP IN AGGORDANGE HITH 5EGT. R301 OF THE FRG 2004 EDITION HI 2006 SUPPLEMENT, AND GONDU(��TED BASED ON A lIcIA MPH, 3 SECOND 605T, EXPOSURE "C", IMPORTANCE FAGTOR "I" = 1.0. ENGLO5EV BUILDIN& 2.4.2. NET UPLIFT DEAD LOADS - 10 P5F 5HINOLE, 15 PSF TII F 2.4.3. HIND LOAD DETERMINATION BASED ON A5r-E -1-02 2.5. DEFLEGTIONS : 2. to. 1. FLOOR TRU55ES SHALL LIMIT DEFLECTION TO 1/360 TIMES T14E 5PAN FOR LIVE LOAD5 AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESI C-7N METHOD 5. LOAD FAGTOR DESION 5� 1. 1. THE LOAD FACTOR DE51ON METHOD HAS USED TO DE5167N CA5T-IN-PLAGE CONCRETE SLABS AND FOOTINOS 5.2. SERVIGE LOAD DESION : 3.2.1. THE SERVICE LOAD PE51eN METHOD KA5 USED TO U>E515N MA50NRY HALLS AND LINTEL5 INTERIOR AND EXTERIOR HOOD FRAMINO AND 5HEATHIN5 STAIRS AND FLOOR FRAMINO ROOF FRAMINO, 5HEATHINC, AND UPLIFT 5. E3. LOAD GOME31 NATIONS FOR LRFD DE51 67N5 THE FOLLONINO LOAD COMBINATIONS I�IEFZE DE-51ONED FOR - TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR H + HL TOTAL DL + HL 3.3.2. ALL ROOF AND FLOOR TRUS5E5 SHALL BE PE51aNED TO RES15T THE HORST LOAD GOM13INATION RE5ULTIN5 IN THE MAXIMUM 5TRE55E-5 PLACED ON THAT COMPONENT. E30TH PARTIAL, FULL, AND ALTERNATIN5 5PAN LOADINO ARE TO BE CONSIDERED. 3. 4. DE51 67N ASSUMPTIONS : 5.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALL5 UNLE55 SHOHN OTHERHISE IN THE DE516N PLANS. 4. MATERIALS 4.1. REINFORGING7 STEEL 4.1.1. REINFORGINE7 STEEL SHAH BE A5TM AbI5-cI4 ORADE 40, f'y = 40 K51 4.1.2. LAP SPLICE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15". ALL DIMENSIONS PERTAININ& To THE LOCATION OF REINFORGIN6 ARE To THE GENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMEN51ON 15 5HOHN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORGIN& DETAIL PIMEN51ON5 ARE OUT TO OUT OF BARS. 4.1.5. REINFORGIN65 �-`IEGHANIGAL GOLIFLER-5 ARE TO DEVELOP 125 % OF THE REWIRED YIELD 5TRENOTH OF THE BAR AND ARE TO BE APPROVED BY THE ENOINEER OF RECORD. 4.1.6. DE516N COVER REGUIREMENT5; G-I-P CONCRETE FORMED AeAIN5T EARTH 5.1 G-I-PGONGRETE EXPOSED TO EXTERIOR: 2" G-I-P GONGRETE NOT EXPOSED V211 OROUT FILLED MA50NRY: 5/4" 4. 1. 1. HELDED HIRE FA13RIG (NNF): A5TM A155-01 4. 1. 5. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 315-LATE5T EDITION. 4.2. GONGRETE : 4.2.1. CONCRETE TrPE MIN. 2& DAY PE515N (f'c) MOMLE5 OF ELASTICITY DE-51ON (E) G-I-P CONCRETE (NORMAL HEIC71-IT) 2,500 Psi Ze5O K-121 G-I-P OONGRETE (NORMAL HElr--HT) HERNANDO GO. ONLY 5,000 P57 5,122 K51 G-I-P &ROUT 5,000 Psl 3,122 KsT 4.2.2. GONGRETE5HALL CON515T OF I" MAXIMUM A66RE67ATE CONCRETE MIX HITH SLUMP BETP,IEEN 6" AND -7" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4.2.3. OROUT SHALL CONSIST OF PEA ROCK (31e>" MAXIMUM A&(�-OATE) CONCRETE MIX HITH SLUMP BETHEEN b" AND 10" AT TIIIIE OF PLACEMENT. SEESPEGIFIGATIONS FOP, ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINT5 V41LL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMINO, PLAGEIIIENT AND GURIN& SHALL BE CONDUCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED 5LAB5 (EXGLUDIN6 EXTERIOR HALKHAY5 $ DRIVEKAY5) 3 1/2" MIN. THIGKNE55 W MIN. REINFORCEMENT OF 6.0 x 6.0 W 1.4 x 1.4 WHF a MID-PEPTH OF SLAB. FIBER MESH PER DESION MIX MAY 13E L15ED I.L.O. HHF 0 CONTRACTORS P15GRETION. 4.2.1. CONCRETE PLACEMENT PRAGTIGE5 SHALL BE IN ACCORDANCE I-V ALL AC.1- MCP 2004 STANDARDS. 4.3. GONGRETE MASONRY 4.5.1. FILLED GEI IS H/ (1) #5 BAR SHALL 13E LOCATED PER PLAN. 4.5.2. LOAD BEARINO CONCRETE MASONRY BLOCK SHALL BE A5TM GcIO-01, TYPE 11 NON-MO15TURE CONTROLLED. 4.5.3. ALL CELLS 4 CAVITIES BEELOH GARADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS. 4.3.4. THE A&C-RE&ATE 5TRENOTH OF THE BLOCK AND MOP -TAR SHALL BE F'm = 1,500 P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TRUGTION SHALL BE CONDUCTED IN ACCORDANGE P41TH THE 5PEGIFIGATION5 AS STATED. 4.3.6. MORTAR SHALL BE TrPE "5" FOR ALL MA50NRY GON5TRUGTION. 4.4. STRUGTURAL LUMBER : 4.4.1.1. INTERIOR LOAD 5EARI AALL5 5PF, fb = 675 P51, E = 1200 K91 ALL EXTERIOR FRAMIN6 5PF, fb = 6715 P51, E = 1200 Ksl 4.4.1-2. ALL FRAME HALLS To BE CONSTRUCTED U51 No SIFF STUD GUALIT'i' OR BETTER 4.4.2. ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHIN& EXP I U.N.O. 4.4.3. ALL PLYHOOD USED FOR INTERIOR APPLIGATION5 SUCH AS SUB FLOORINO AND SHEAR HALLS SHALL BE APA RATED 5HEATHIN5 EXP I U.N.O. 4.4.4. IF 055 BOARD 15 To BE USED IN PLACE OF PLYHOOD 15 To HAVE 51MILAR OR C-71REATER 5EGTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUM13ER To BE USED FOR AN EXTERIOR APPLICATION. HOOF,> IN CONTACT HITH CONCRETE 15 TO REGEIVE A STANDARD C-PADE PRE55URE TREATIN6. 4.4.6. HHEN PRE ENI37INEERED TRUSSES ARE GAI I ED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRANIN65 TO THE EN61NEER OF RECORD. 4. 4. 1. DE-516N, FABRICATE AND ERECT P400r,> TRUSSES IN ACCORDANCE HITH THE "DE567N SPECIFICATION FOR LI ISHT METAL PLATE CONNECTED V400D TRUSSES" BY THE AN51/7PI 1-2002, BC-51 I - 05 4. 4. UNTREATED V400P SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARINe LOCATIONS HITHOUT HOOVEN TOP PLATES. 4. 4. cl. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINI51-1-1/a" STUCCO FIN15H PER A5TM 0. c?26, APPLY 3 LAYERS K/ TOTAL THICKNE551/a" OVER METAL LATH. FIRST 2 LAYER53/&" THICK EACH. 3RD LAYER lle�" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHINO 4 FRAMINO SHALL COMPLY TO ASTM G 1065 PER FLORIDA RESIDENTIAL GODE R,7705.6.2 4. 5. FASTENERS AND TIE DONNS : 4.5.1. FA5TENER-5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANOLF-5, CHANNELS: A5TM A56/36M 01 Fy = 31b K91 ROUND METAL PIPE : A5TMI A53-01, I5RADE 5 Fy = 55 K51 SOUARE METAL TUBIN67 A5TM A500-030, 67RADE B Fy = -46K51 HI &H STRENOTH BOLTS A5TM A325-CI4 MACHINE BOLTS: 6ALVAN[ZED A5TM A30`7-03 4.5.2. SHEET METAL ACCESSORIES SHALL GONFORM TO: Fy = 33K51HITH C-,qO OALVANIZED GOATIN& IN AGGORDANCE V41TH A5TM A525-al. 4.5.3. NAILS SHALL CON515T OF: COMMON HIRE NAILS HITH MINIMUM DIAMETER AS FOLLOHS: e>d = 0.131", 10d = 0.14e>", 12d = 0.145", I(od = 0.162". 4.5.4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE To RECEIVE AN ANTI-GORRO51VE GOATINO BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. AH FASTENERS AND TIE DONN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. b. ALL FASTENER TIE DOHN5, BEAM HANOER5, JOIST HAN5ER5, AND FLOOR TRU55 5TRAPPINO ARE To BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS. 4.5.1. GONGRETE EMBEDDED 'J'BOLTS USED FOR UPLIFT ARE To BE HET SET PRIOR To INITIAL SET OF THE CONCRETE, 5PAGIN(5 AND ALIeNMENT ARE To BE IN AGGORDANGE HITH THE DE51CN 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 EMDEVI�>Ei�) REINFORGINO PRIOR TO OR HHILE PLAGINO C-AZOUT. 4. MIGRO-LAM LUMBER: 4.6.1. MICRO -LAM 5TRE55 64RADE5 SHALL PROVIDE THE FOLLOHIN67 MINIMUM PROPERTIES: F 2,000,000 P51 Fb 2,c[50 P51 Ft 1,550 P51 Fc 500 P51 (PERPENDICULAR) Fc 2,100 (PARALLEL) 4.1. STEEL: Fv 2&5 P51 4.1. 1. INSTALLATION OF ALL STEEL TO 13E PERFORMED BY AN EXPERIENCED, GUALIFIED STEEL ERECTOR. 4.1.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE P41TH A.1.5.0. "SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN66". 4. 1. 3. STRUCTURAL STEEL: A5TM A36136H 01. 4.7.4. STEEL TUE31NO: A5TM A500-05o, 69-ADE B. 4. 1. 5. HELDED CONNECTIONS- E-IOXX ELEGTROPE5, MINIMUM 51ZE FILLET HELD5 3116", Ak,15 CERTIFIED HELDER5. CERTIFICATION PAPERS TO BE SUBMITTED UPON REG?UE5T. 4. 1. ro. HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE H93 STIFFENER PLATE-5 ON EACH 51DE OF THE HEB, OF A THICKNE55 EG?UAL TO BEAM FLAN&E THIC,KNE-55, LOCATED AT THE GENTER LINE OF THE TU13E COLUMN. 4.1.1. THE STEEL FRAME 15 "NON-5ELF 5UPPORTINe". AVEGUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTPAGTOR UNTIL REGUIRED GONNEGTION5 OR ELEMENTS ARE IN PLACE. WORST CASE C)ESIGN PRESSURE TA5LE 51JILI)ING [)ATA WIND SPEED 119,91 MPH WIND IMPORTANCE FACTOR -- (1w) = 12 WIND EXF05URE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) [)E5IGN WINr,) PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 ENE) ZONE 15 ONLY WITHIN 5'-0- OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 115n MPH + 363 PSIF 45fo PSF (END) + 363 PSF/ -3133 PSF (INTERIOR) UND. GARAGE DOORS (V = 120 MPH) SINGLE 13x1 +21fo PSF / -31.2 PSF DOUBLE I(ox-I +26A PSF / -213.4 PF NOTE THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN T1418 CONSTRUCTION DOCUIENT. 4. b. SO I L: 4. e�. 1. MINIMUM 501L BEARIN& PRE-55URE CAPACITY OF 2000 P5F. 4.95.2. ALL 501L 15 TO BE CLEAN $ PO`15ONEI�� FOR TERMITES PEP, FB-0 2004, RESIDENTIAL SECTIONS R320.1, R-320�2, R3205, 4 R7104. TERMITE PROTEGTION - PLANS MUST SPEGIFY TYPE OF TERMITE TREATMENT I Soil Chemical Barrier Method a Other treatment - Must specify pro o5ed method and submit documentation, which substantiates the proposed methoTis an approved termite protection system or method. IF GHEMIGAL SOIL TERMITE TREATMENT IS USED 1. F50 105.11- "A permanent sicin which Identifies the termite treatment provider and need for re-In5pection LInd treatment contract renewal shall L-,%-- provided. The sign shall be, posted near the water heater or electric panel" 2. Gonclen5CItC and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. IrricIation/5prinkler 5UStOM5 Inclvdinq all risers and 5pr-ay heads shall nort be installed r4ithin 1�-O" of the building 51de. wall. 4. FB(-- R704- To provide for Inspection for termite infestation, between Hall covering ohd final earth grade shall not be less than & inches. Exception: Point or decorative cementitious finish IC55 than 5/5" thick achered directly to the foundation wall. 5. FBG R320.1.1 - Initial treatment shall be done after all exGovation and backfIll Is complete. 6. Fl5r. R320.1.2 - Soil disturbed after the Initial treatment shall be retreated Including spaces boxed or formed. -1. FBC R320.1.3 -Boxed areas In concrete floors for subsequent installation of trqps, etc., shall I->-- 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. j5. FBG R320.1.4 - Minimum ro mil vapor retarder must be installed to protect against roinfoll dilution. If rainfall occurs before vapor retarder placement, retreatment 15 required. cl. FBC R320.1.5 - Gongate ovapour aq Aer I Amortar ?long the foundation perime Must be removed be ore ex or so reatmen . 10. F50 F2320.1b - Soil treatment must be applied under all exterior concrete, or grode within 1'-0" of the structure 51dewalls. 11. FBC R320.1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, lncludln� landscaping and Irriclation. Any goll disturbed after the, vertical barrier Is app ed-sholl be retreot6d, 12, F5r- R320.1 - All buildings ore required to hove pre-con5trvction treatment. 13. FBr- R320.1 - A certificate of compliance must be issued to the building department by a licensed past control company before a certificate of occupancy will E26 Issued. Thie certificate of compliance shall state: "The, building has received a complete treatment for the prevention of subterranean termites. The treatment 15 In accordance with the rules and laws of the Florida F,>epartment of Agriculture and Consumer Services". 14. FBC R320.5 - After all work 15 completed, loose wood and fill must be removed from below and within 1'-0" of the bvlldlng. This Includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4. 3. 501L 15 To BE COMPACTED To (15% MODIFIED PROCTOR AS DEFINED BY A5TM D 155-7-00 NOTE: IT 15 THE GONTRAGTOR5 RESFON51BILIT)" TO RE\/IEN ALL DRANINC-35 BEFORE GON5TRUGTION BEOINS. DAN5GO ENOINEERIN6-7 LLG 15 RESPONSIBLE FOR THE STRUGTURAL INTEORITY OF TH15 PROJEGT ONLY. ANY DISGREFANGY BETV4EEN FIELD CONDITIONS, OTHER DESION FROFESSIONAL5'5HOF DRANINIS-75, CONTRAGTORS'BUILDINO METHODS, AND THESE SIONED AND SEALED DRANING75 MUST BE BROUG7HT TO THE ATTENTION OF DANSGO ENC-71NEERINO LLG PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. ATTENTION: CHEMICAL CHAN&E5 IN PRESSURE TREATED NOOM AS Of= DECEMBER 519T, 2005, C+IROMATEP C40PPER ARSENATE (CCA-C) k4IH NO LONSER. BE PRODUCED f=;OR RESIDENTIAL OR SENERAL CONSUMER USE. SEVERAL NEH PRESSLIRE TREATED HOOD ALTERNATIVES HAVE EIIEEN CREATED TO REPLACE OCA-0. MAW Of-- THE NEV4 59LRE TREATED k4OODS USE CMEMICALS THAT ARE C4IRROSIVE TO STEEL. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF P4OOV TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORRO510N. FOR EXAMPLE, ACG--C, ACO-D, CBA-A, OR CA-B REGAJIRE HOT-D1 &ALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT SODIUM 50RATE (SBY0 DOES NOT. REOUIRED 5AFET"r OLAZING7 IN HAZARDOUS LOCATIONS (RE: FRG R308�.4) R309>3 HUMAN IMPACT LOADS. INDIVIDUAL OLAZED AREAS INGLUDINO &LASS MIRRORS IN HAZARDOUS LOGATION5 SUCH AS TH05E INDICATED AS DEFINED IN SECTION R30E).4 SHALL PA55 THE TEST REOUIREMENT5 OF GP5r- 16 CF-R, PART 1201 CRITERIA FOR GATE60RY I OR GATEC-ORY 11 AS INDICATED IN TABLE R50e,.3 EXCEPTIONS: 1. POL15HED HIRED OLA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL COMPANY HITH AN51 Zcr.l 2. LOUVERED HINDOH5 AND JALOU5IE5 SHALL COMPANY HITH SECTION R30e>.2 R30e>.4 HAZARDOUS LOCATIONS. THE FOLLONINO SHALL BE GON51DERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PLJRP05E OF 5LAZ IN 0: 1. eLAZINC7 IN 5HIN&INC7 DOORS EXCEPT JALOU51E5. 2. 6LAZIN& IN FIXED AND 5LIDINE7 PANELS OF 5LIDINC7 DOOR ASSEMBLIES AND PANELS IN 5LIDINC7 AND 51FOLP CLOSET DOOR ASSEMBLIES. 5. &LAZIN& IN STORM DOORS. 4. OLAZINO IN ALL UNFRAMED 5NINaINO DOORS. 5. 67LAZINe IN DOORS AND ENCLOSURES FOR HOT TUBS, WRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HOHER5. 5LAZIN6 IN ANY PART OF A BUILDIN& HALL ENGLO51NO THESE COMPARTMENTS AHERE THE 130TTOM EXP05ED EDCvE OF THE 5LAZIN& 15 LE55 THAN 60 INCHE5 (1524MM) MEASURED VERTIGALLY ABOVE ANY 5TANDIN67 OR HALKIN& SURFACE. 6. OLAZINO, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE NEAREST VERTIGAIL EDI37E 15 V41THIN A 24-INGH(rbIOMM) ARG OF THE DOOR IN A GL05ED P051TION AND HH05E BOTTOM ED(5E 15 LE55 THAN (90 INCHES (1524MM) A13OVE THE FLOOR OR HALKINO SURFACE. -7. 67LAZINO IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS r�`E5GRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEET5 ALL OF THE FOLLOHIN& CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE 67REATER THAN q 5GUARE FEET (0.53rb M2). 7.2 E307TOM EDOE LE55 THAN I& INCHES (457 MM) A13OVE THE FLOOR. 7-3 TOP ED &E OREATER THAN 36 INCHES (q14 MM) ABOVE THE FLOOR. 14 ONE OR MORE HALKINI57 SURFACES NITHIN 56 INCHES (q14 MM) HORIZONTALLY OF THE OLAZINO. a. ALL eLAZINT5 IN RAILINC-75 REOARDLE55 OF AN AREA OR HEI 5-7HT ABOVE AALKINC7 SURFACE. INCLUDED ARE 5TRUGTURAL BALUSTER PANELS AND NON5TRUGTURAL IN FILL-PANEL5. cl. 5LAZINO IN HALLS AND FENCE5 ENOLO51NI57 INDOOR AND OUTDOOR 5HIMMIN0 POOLS, HOT TUBS AND 5PA5 HHERE THE 507TOM ED&E OF THE &LAZIN& 15 LE55 THAN (50 INCHES (1524 MM) AE30VE A HALKIN C-7 SURFACE AND HITHIN 60 INO-155 (1524 MM ) HORIZONTALLY OF THE HATER'5 ED&E. THIS SHALL APPLY TO 51NOLE 5LAZIN5 AN:) ALL PANES IN MULTIPLE eLAZINC-7. 10. eLAZIN67 ADJACENT TO 5TAIRNAY5, LANDINC-75, AND RAMF'5 HITHIN 36 INCHES N14 MM) HORIZONTALLY OF A HALKIN& SURFACE HHEN THE EXP05EH�l SURFACE OF THE C-LA55 15 LE55 THAN 60 INGHE5 (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN& SURFACE. 11. 5LAZIN5 ADJACENT TO 5TAIRHAYS HITHIN (90 INGHE5 (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A 5TAIRAA'r' IN ANY DIRECTION HHEN THE EXP05ED SURFACE Of: THE r7LA5515 LE55 THAN 60 INGHE5 (1524 MM) A13OVE THE NOSE OF THE TREAD. EXCEPTIONI THE FOLLOHINE7 PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS; 1. OPENINCE-5 IN POOR5 THROUC-71-1 HHIGH A 5-INGH(7& MM) SPHERE 15 UNA13LE TO PASS. 2. DECORATIVE CLASS IN ITEMS 1,6> OR -7. 3. 5LAZINe IN SECTION R.30a.4, ITEM 6, HHEN THERE 15 AN INTERVENINa HALL OR OTHER PERMANENT BARRIER BETHEEN THE POOP, A1,V THE 5LAZINI5. 4. OLAZINe IN SECTION R 30e>.4, ITEM 6, IN HALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CL05ED P051TION OR HHERE AGGE55 THROUOH THE DOOR 15 TO A CLOSET OR 5TORAC-7E AREA 3 FEET (c[14 " OR LE55 IN DEPTH. &LAZINO IN THESE APPLIGATION5 SHALL COMPANY V41TH 5EGTION R30&.4, ITEM -7. 5. OLAZINC-7 IN SECTION R305.4,1TEMS -7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE AGGE5515LE 51DE(5) OF THE OLAZINe 56 INCHES ± 2 INCHES M14 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF HITI-15TANDINO A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT K&/M) V41THOUT GONTAGTIN& THE OLA55 AND BE A MINIMUM OF 0� INCHES (55 MM) IN HB(5HT. ro. OUT130ARD PANES IN IN5ULATIN5 OLA55 UNITS AND OTHER MULTIPLE ISLAZEI�? PANELS IN SECTION FOO&A, ITEM -7, HHEN THE E30TTOM EDOE OF THE 6LA55 15 25 FEET (7620 MM) OR MORE A50VE ORADE, A ROOF, HALKINe SURFACES, OR OTHER HORIZONTAL LP41THIN 45 DEGREES (0.-711 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE eLA55 EXTERIOR. -1. LOUIVERED HINDOH5 AND JALOU51E5 COMPLYINO HITH THE REGUIREMENT5 OF 5EGTION R13Oe>-2. e>. MIRRORS AND OTHER 67LA-55 PANELS MOUNTED OR HUNC-7 ON A SURFACE THAT PROVIDES A CONTINUOUS BAGKINO SUPPORT. cl. SAFETY OLAZINO IN SECTION R305.4, ITEMS 10 AND 11 15 NOT REGUIRED HHERE: C1.1 THE SIDE OF 5TAIRKAY, LANDIN67 OR RAMP HAS A OUARDRAIL OR HANDRAIL, INGLLVIN6 BALUSTERS OR IN -FILL PANELS, COMPLYINO HITH THE PREV15IONS OF SECTION 1012 AND 16(77.7 OF THE FLORIDA E30ILDIN6 CODE, BUILDINO; AND q.2 THE PLANE OF THE OLA55 15 OREATER THEN I& INGHE5 (451 MM) FROM THE RAILIN5. GLASS BLOCK INSTALLATION PEW -OWED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMUL510K ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR 5) ADHERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPAN61ON STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO $ILL. 0) 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 6WALL 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 FlirEVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY A50VE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING $HALL APPLY TO PANEL ANCHOR$ WHEN USED AT JAM56 AND HEADS IN LIEU OF CHANNEL OR C14ASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN & INCHES WHENEVER IT 1.5 NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPAN51ON JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: S PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. t 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 5LOCK5. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR W) 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 WIf=!E DRY. TOOL JOINT$ SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF C70LID 5LOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALIN J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLA-55 BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK EXPANSION STRIP 20 ga. PANEL NEL ANCHOR 1/4' EXPANSION S !@a. PANEL 5OLT (2 PER REINFORC,ING ANCHOR) (EVERY OTHER COURSE) EXPAN-51ON STRIP (o' MIN. LAP SPLICE W1 REINFORCING PANEL 6' MIN. LAP SPLICE NOTE: SEE GLA55 5LOCK SEALANT INSTALLATION NOTES. GLAee 5LC)C< IDETAIL :(110 mph FASTEST WIND 130 mph, 3 SEC, GUST. FRC TABLE R301-2.13) (110 mph FASTEST WIND 130 mph, 3 SEC. GUST. F5C TABLE 1606.1fo.1) DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoenginee�ng.com CA 25948 C) CD Ln LU z F- :D (:) 05 > 0) to CD �0 LU cn P.O CID 00 F..; u- Ce V) f6 00 I=L z r Z LU = U3 W z CD CD to V) F- Uj V) LU z 0 LU U 0 LU < 0 0 0 U Z F- < ZD F- V) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY V41TH THE FLORIDA RESIDENTLAL BUILDING CODE ' SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT= 1-0. 181 WIND LONE 12004 EDMON, INCLUDING 2005 & 2006 SUPPLEMENTS1. 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. 020C)7-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U-C 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: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SN z cr� T- C) N LO I 0 CY) T- LO T- 11-1-M - 7 -- --T,.�- - -- i - -- - - - - -T,-- I I T� . I I III III", � J i-itll I �� I;,] Lifi! C 1W. 1 1, A 0,4119 11 , A 1 1, 1 1 � I I I I I 1 11 I ITiTT ir 1i I I I - IT C I T Y 0" F, Z R P 1- 1 Y R R, t.4 L 0 i.N G (,t F CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTW MEMBER CONNECTIONS, 2' X 4' 0 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' 6 16' O.G. 10'-61 (2) 16d TOENAILS 2' X V a 16' O.C. 13'-9' (3) I6d TOENAILS 2' X 10' 6 16' O.G. 16'-5' (1) USP HTIIV0 OR (3) 16d TOENAILS 2' X 12' 6 16' D.G. 19'-3' (1) USP WTW20 OR (4) 16d TOENAILS 2' X 4' 11 24' O.C_ 6'-1' (2) 16d TOENAILS 2' X 6' m 24' O.G. 8'-6' (2) 16d TOENAILS 2' X S' 24' O.G. 11'-0' (2) 16d TOENAILS 2' X 10' 24' O.G. 13'-0' (3)16d TOENAILS 2' X 12' 9 24' O.C. 15'-4' (U USP WTW20 OR (3) 16d TOENAILS • TOENAIL CONNECTIONS DESIGNED FOR SWEAR ONLY 0 B. RAFTER TO RIDGEBEAM). ;• SOUTWERN YELLOW PINE, 55 P5F 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 ZONE 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 48.6 30.8 -33.9 30.8 -37.7 Notes: 1 For effective areas or w ind speeds betw een those given above the load may be interpolated, otherw ise use the load associated w ith the low er effective area. 2 Table values shall be adjusted for height and exposure by rrultiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2004 3 Plus and minus signs signify pressures acting tow and and aw ay from the building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR UPLIFT CAPACITY LATERALT CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATEF2AL I CAPACITY FASTENERS (S.Y.P. #2) (S.P.F.) (S.Y.P. #2) (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 LTS 19 1390* 1195* -- 8-1 Od & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR LTTl31 2825* 2429* __ 18-1 Od x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310* __ 18-10d x 1 112" & (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 SP2 1065 605 -- 12-1 Od SPT4 1075 924 - 6-1 Od x 1 1/2" SP4 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 -- 2-10d & (1) 5/8" ATR LUGT2 2260 1956 440 32-1Od LGT2 2050 1785 -- 30-16d Sinkers HTW20 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 FOLLOWINGS 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS, THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED 0 CONC. STEP V BOLTS EXPANSION BOLTS 5/0 x ro' Ne'-0 x 6' MIN. %'10x10, No'Ox10'MIN. w m ROOF D I APHRA M NAILING 5GHEDULE Rlr)rF I INF + + + + + + + + + + +_ + + + + + + + + + + + + + + -+ + + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .r + + + + + + + + + + + + + + + + + + + + + 6 .- :: (TYP.) 01 6'-0.1 + 6'-0.. + + + + +++ +++ + + + + + + + + F + + + + + + + +++ +++ + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + % -RII IIcIA MPH 3 SECOND OUST EXP05URE "C" WIND ZONE Sd RING 5HANK NAIL5 ® 6" O.G. 4 + + + 4" O.G. @ &ABLE END HALL OR 6ABLE TRU55 + + 0.113 INCH NOMINAL 5HANK DIAMETER RING DIAMETER OF 0.012 OVER 5HANK DIAMETER I6 TO 20 RIN65 PER INCH 0.2&0 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH Q-1 - 15/52" COX PLYWOOD OR 1/16" 05B �&E LINE 119.9 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 5d RING SHANK NAIL5 ® 6" O.G. ED6E5 4 Sd RING SHANK NAIL5 ® 6" O.G. INTERMEDIATE a 0.115 INCH NOMINAL 5HANK DIAMETER RIN& DIAMETER OF 0.012 OVER SHANK DIAMETER I(b TO 20 RIN&5 PER INCH 029>0 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH NOTE: I 1) 5EE STRUGTURAL NOTE5 FOR SHEATHING SPEGIFIGATIONS AND HIND SPEED. 2) END JOINTS OF THE ROOF 5HEATHIN& SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) 5GHEDULE ASSUME5 SHEATHING 15 FA5TENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLA5 FIR OR BETTER. IF ROOF FRAMING GON515T5 OF A LE55ER GRADE OF LUMBER, GONTRAGTOR 1-1U5T CONTACT DAN5GO ENGINEERING, LLC FOR ALTERNATE FOR NAILING PATTERN. MAINTAIN BOTTOM OF \ WEEP SCIlim CEMENT PLASTER 1 In' TO 2' ABOVE IN ACCORDANCE ROOF 6-EATWNG WITH ABTMC926 OVER WOOD 2ND FLOOR NOTE THAT THE TYVEK AND METAL LATH MUST GO OVER THE TOP OF THE WEEP SCREED CET'ENT PLASTER OVER BLOCK IST FLOOR WEEP Yp' CEMENT PLASTER N AGCORDANC$ WITH . ASTMG926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMCI063 TYYEK 1k'oBs. . SHEATHING METAL FLASHNG \ �i' Il�'EI�ORATED s l6' WIMP 1; /V CEMENT' KEEP TOP EDGE PLASTER FINISH OF WIEEP S.Op VLLC 2' ABOVE TOP OF CALK BOTTOM BLOCK JOINT ONLY ALL NWE AND ORME COMM UALL NEW TO EE rmee OJT. ALL ,LOWS rev TO BE 'Alan CA.Iux 14 ' CEMENT PLASTER FINISH WASIM! PERFORATED j��K FLANGE V WEE' SLAB SCREED INSTALL BOTTOM EDGE OF WEEP SCREED I' BELOW FINISH FLOOR 5CREED [DETAIL MIN. EMBEDMENT 5GHEDULE: FOR E AND QUANTITY OF FA5TENER5 TYPICAL HTA 20-18 / HTA 20 INSTALLATION SN I B (OPT-) TYPICAL MTUJ INSTALLATION L( 5E U5P MUC THRU BOLT U5 ML R TRU55 FOP PLATE U.G TYi='I(;AL U5P MUGTIE� TO BUILT-UP COLUMN DETAIL HTA 20-18 / HTA 20 INSTALLATION MID SPAN NOTE: UPLIFT VALUE 15 BA5ED ON S.P.F. )5P RTI6 USING 16-8d A 1/2" NAIL5 )PLIFT = 1030# t�✓t�I/' A I �t1/_ I1\ICt A I I nTl/1AI TYPICAL �41J6 IN5TALLATION USP SPT24 AT EACH JOINT TV. PRE-FAB CHIMNEY CAP FLASHING 2"x4" BLOCKING (SEE MANUF. SPECS. FOR MINIMUM DISTANCE) EXTERIOR FINISH PRE-FAB CHIMNEY BLOCKING ® MID POINT WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT 1/2- SHEATHING 0R O.S.B. 2 x4'A STUDS ® 16'O.C. MAX. V. MTL. FLASHING TRUSS TOP CHORD '-USP HTW20 ® EA. CORNER SECTION 'A -A' w/ 11/2" PLYWOOD FLITCH SCALE: 3/4"=l'-O" ATTACH BLOCKING TO TRUSSES w/ USP SLOPE MP-34 ANGLE TYPICAL -► HTW20 ® EA. CORNER -ENGINEERED WOOD TRUSSES i II' IMAMS III 111��110&11a I .. TYPICAL CHIMNEY PLAN SCALE: 3 4 =1 -0 AB CHIMNEY ASSEMBLY 16" O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. 5TD. C100 BOND BEAM FILL GELL }-LOOK - r W d STD. ao° GONT. #5 > HOOK BAR ............. GONT. #5 BAR ■M�w�� ; .. . 1 T t"-' I H 11-' t-1"eA17 I NCB L.) t--' I A I L SCALE: N.T.S. 5GALE . N.T.5. gJ✓ V Vv� OAS A i' : >kif DF'iNG OT111it DEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineeHng.com CA 25948 CD o Ln w t- z �, O-n CD �>a�� Zamfn�0 M 0 00 d0U_� ZF-vzi LoOD °° z (n E CL w _J W z o ko V) LU j W Z = w c) :�i U 0 Lu 7- 7 O Q 0 Z ~ CL ZD Q ZD GO 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 (INFERNAL PRESSURE COEFFICIENT = 10.181 WIND ZONE (2004 EDITION, INCLUDING 2006 & 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. 02OD7-THESE DRAWINGS AND DESIGNS ARE THE JOINT OF DANSCO ENGINEERING, LLC AND THE PROPREPRODUCTION CLIENT ON THIS PROJECT. ANY PRODUCTION 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 1 SHEET TITLE: STRUCTURAL NOTES & DEFAILS SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SNI V Z J m N i N LO O M T_ LO I n 7Ir I I I I I I T_ T - - - 12 ,�(:T\YP.) VARIES Y' HIGH STRENGTH CD- / GYP. BOARD OR W WALL BOARD (OR %' GYP. TYPE 'X' m GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS o T O.G. CEILING 4 8' O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL) R4.1 MIN. INSULATION ON - EXT_ BLOCK WALLS Ix2 PT WD FURRING • 24' O.C. 1/2' GYPSUM WALLBOARD U.N.O. (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12, - PRE ENGINEERED WOOD TRUSS s 24' O.G. UXO. HURRICANE ANCHOR • EACH TRUSS F(SEE UPLIFT SCHED,) W/ METAL PL. UNDER EA. TRUSS �—MOISTURE BARRIER /ROOF COVERINGS �. 1/16' 0-5.5. MIN. SEE ROOF NAILING SCHEDULE ON SHT, SNI ELEV. VARIES ELEV. VARIES I" x 2" FURRING I" x 6" ROUGH 5AHN CEDAR 12' U.N.O. 2x4 5PRUGE 5U5 FA5GIA 12" ALUMINUM Ix2 P.T. NAILER VENTILATED SOFFIT ALTERN,4TE F46CIP4 CONTINUOUS TO FOOTER BELOW SO' HOOK DETAIL ALUMINUM K.O. BLOCK DRIP EDGE ALUMINUM FASCIA \12U.N.O. C2x4 SUB FASCIA 01 2' ALUMINUM VENTILATED SOFFIT 8'x8'XI6' KNOCK -OUT BLOCK W/ 105 CONT. FILLED SOLID W/GROUT 20' MIN. LAP 8' C.M.U. TYPICAL #3 OR #4 REINFORCING BAR T- PE 'S' MORTAR 03 4: 04 LAP SPLICE FINISH (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4'x4' INSPECTION FORT AT EACH 3 1/4' BASEBOARD FILLED CELL TYPICAL 2500 PSI CONCRETE z MIN. 2500 PSI GONG- SLAB SLAB W/ 6x6 (MIN 3000 PSI CONC. SLAE WIA x WIA WWF OR FOR HERNANDO CO. ONLY) F15ERMESH z� JULO � LLlLLu Z // \ Q dJ 6 MIL VAPOR D BARRIER — // GLEAN POISONED AND COMP. SOIL. (COMPACTED (2) $5 REBAR CONT. ON TO 95% MODIFIED 3' CHAIRS TYP- U.N.O. 3' IN GLR PROCTOR ASTM D1551) 1'-4' STD. 50' HOOK (SEE DETAIL) TYPICAL WALL SECTION SCALE: N.T.S. 53 (U ROW 2x BLOCKING • MID HGT. FOR WALL HGT. :- V-6'. (2) ROWS 2x BLOCKING 9 3rd PTS FOR WALL HGT. > 64o'. 1/2' GYP, WB (MIN.) 9 GARAGE SIDE IF APPLICABLE. SEE LAP SPLICE DETAIL 25' MIN LAP R I -7/8"J #5 REINFORCING BAR #5 REINFORCING 05 LAP SPLICE BAR 36' MIN. LAP 05 STD. 300 HOOK #6 REINFORCING BAR % LAP SPLICE RE8,4R DET,41 L5 F SCALE: N.T.S. we3 2x 5.P.F. 5TU1?5 ® Ib" O.G. 2x STUD LOAD BEARING OR I ( EXTERIOR WALL 8" G.M.U. I I "x P.T. STUD SEE GG153 OP `v #5 VERT. IN FILLED CELL 6/53 FOR ANCHOR I 5/8" x b" EXPANSION BOLT INFO- BOLT @ 24" O.G. VERT. OR 5/8"xb" "J" BOLT5 *U5P 5PT22 TYP. 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR 5TEMWALL - - - - Z -3 FOOTING MONO 5HONN ; D "p o FOR CLARITY ° D C yy L NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO G.M.U. WALL CONNECTION D 2x P.T. PLATE 1/4' � X 3 1/4' TAPGONS 9 24' O/C 4 SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" 23 • 6' MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. (2) "5 CONT. ON 3' 6 x 6 WIA x WIA CHAIRS (TYP.) WWF OR F15ERMESW TYPICAL G.M.U. BLOCK WALL GALVANIZED METAL STOP 5EGURED TO WALL TO RUN / \ \ ; •\/�\/ GONTINUOU5 AND LEVEL AT A \\� MINIMUM OF 8" ABOVE GRADE. E5T. GRADE ELEVATION 8' 1'-4' TOP OF SLAB ? cA TYPICAL INTERIOR BEARINGS _'- WALL W/OUT UPLIFTS - - 5EE TYP. WALL SECTION FOR SCALE: 3/4'=1'-O' S3 FIN16I4 TEXTURE 5REAK K"H ADDITIONAL 5LAB INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.5. 53 ADDITIONAL INFORMATION. EXPANSION JOINT FORMED U51N6 1/2" EXPAN5ION JOINT MATERIAL 3/4" REGE55 FOR RIEP THICKEN 5LAB EDGE BETWEEN V RIE S.G.D. (U.N.0) 5/4" REGE55 FOR 6 x 6 HI A x NIA DOOR FRAME5 A5 5HONN 5EE A/53 FOR 5.6.0. (U.N.O.) WWF OR FIBERME5H FINISHED CONCRETE LANAI TO REINF. INFO. a RECEIVE BROOM FIN15H U.N.O. I a/�/ ' 7 \� — — —.' c \ \ a s A A' c e A / d \ 4. 4 a SEE A/53 FOR REINF. INFO. 41'-4' 8" (1) #5 GONT. 1'-4' N-STORY) SEE A/53 OR J/56> C='TION #I 4, 8, 1'-0' (2-STORY) S, FOR REINF. INFO. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. OPTION 02 SL,45 STEP 4 RECESS S G.D_ 1„1 SEE TYP. THICKENED SLAB EDGE DETAIL 5GALE: 3/4"= I'-O" 53 ON SHEET 53 FOR OUTER EDGE OF LANAI SGALE: 3/4"= I'-O" NOTE: SEE SECTION C/63 FOR ADDITIONAL INFORMATION USP 5FT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6' MAX FROM END OF 2' x PLATE d . (2)45 CONT. \ ON 3' CHAIRS (TYP.) 8' `(1) ROW 2x BLOCKING g MID HGT. FOR WALL HGT. < 6'4'. (2) ROWS 2x BLOCKING 9 3rd PTS FOR WALL HGT. > 8'4'. 1/2' GYP. WB (MIN.) a GARAGE SIDE IF APPLICABLE. 5/8't EXPANSION BOLT • 24' O/C �W/ 5' EMBEDMENT (MIN. SHEAR 35000 MIN, TENSION 2(o00") 6 x & WIA x WIA WWF OR FIBERMESH 1� min_ TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 3/4'= 1'-0' S3 6x(bHIAxNIA WWF OR FIBERME5H N Z a A A 4,. z, T'rP I CAL TH I C<ENED S SEE TYP. WALL 5EGTION FOR ADDITIONAL SLAB INFORMATION. GRADE (1) #5 GONT. 5 EDGE I L. 5GALE: 3/4"=I'-O" 53 CL MASONRY WALL AND MASONRY WALL AND PAD FOOTING PAD FOOTING 8" MASONRY WALL EXTEND FILL GELL5 TO FOUNDATION PAD GONT. FOOTING STEEL MAT REINFORCING. Z GRADE m — w w z /\/\ • \ \ \� w Ci D�LU N //\\ • • • • ZIL 0 \ //� �///\/// /�/ /// ///-FOOT( NG W BEYOND 0 PAD REINFORCEMENT ( 'MIN. CLEARANCE SEE SCHEDULE) FOOTING: WIDTH SEE SCHEDULE P,'4TI0 COLUMN FTC . DET,41L N SEE TYP. WALL SECTION FOR 5GALE: N.T.5. S3 ADDITIONAL INFORMATION. FIRE RESISTANT 055 -I/16' SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED 2X4 LEDGER IN 48' OVER PARTY WALL O/C MAX 1/16' 0.6$. SHEATHING URO. VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES) TO TRUSS WEBS W/(2) ad (tl-P,) [r2X4 BLOCKING • 48' O.G. MAX. W/ (2) 16d TOE PRE ENGINEERED AILS • EACH END 4 GLUED TO ROOF ROOF TRUSS • 24' HEATHINGO.C. MAX. IRE CAULK r2' CLG. RUNNER (2) LAYERS I'x TYPE 'X' GYF BETWEEN 2' F1 RUNNERS W/ 2' BETWEEN ADJ4 GYP. PANELS, 2' FLOOR RUNIS W/ 3/16' DIA, x 3/4' TAPCONS 16' O.G. 4' PROPRIETARY PANELS INSERTED BURN CLIPS AS PER OOR 4 CLG. SPECIFICATIONS NAIL STEEL H STUDS LEDGER ONLY • EA( CENT PAIRS OF 'H' STUD ER STD. 90° HOOK �` �':.: (1) LAYER 1/2' HIGH (SEE DETAIL) "'' GYP. WB. 1-3/8' OR DRYWALL 5G N NOTES: 1)SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS PROTECTION PER GA ASW1000 2) MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U505 FIRE WALL MFG. ED INTO 2x4 A SIDE OF STEEL 2X4 BLOCKING 6 48' O.G. MAX W/ (2)16d TOE NAILS s EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER 9 46' O/C MAX - VERTICALLLY NAILED TO rRUSS WEBS W/(2) Sd (TYP.) PRE ENGINEERED ROOF TRUSS * 24'� O.C. MAX. SIMPSON RBC 9 36' O-C. W/ 6-IOdxl 1/2 NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN SCREWS INTO MASONRY. RE NG 2 x 4 SYP"2 AV LONG SCAB 6 EACH-/ RBC CLIP W/ 10d 6 3' O.G. STRENGTH OR 5/8' 2' FLOOR RUNNER W/ 3/16' DIA. DRYWALL NAILS x 13/4' TAPCONS • 16' O.G. WS T O.C. CEILING, STD. 90' HOOK (SEE DETAIL)) O.C. EDGES 8'x6'XI6' CONIC. KNOCKOUT BLK W/ SCAB a EACH 145 ROD CONT. FILLED W/ GROUT 3' O.G. ' O.G. W/ 6-IOdxl 1/2' OTiOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) 8'x6'X16' CONIC. KNOCKOUT BLK WAS ROD CONT. FILLED W/ GROUT (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT 6x6 WI.4xWIA WIUF EACH FILLED CELL TYPICAL / / 6 t> (2) 05 GONT. STD. wo HOOK 8' 16' 8' (SEE DETAIL) ALT. FIRE WALL DETAIL AT COMMON WALL r17 SCALE: 3/4'= I'-O' 8'x8'x16' GONG. KNOCK OUT BLOCK W/ (U 05 ROD CONT, IN FILLED SOLID GROUT 8'CONC. BLK TYPE 'S' MORTAR (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) .4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL "Sxlo CONT. FOOTING W/ (2) 05 CONT, ON 3' CHAIR DOUBLE CMU W,4LL SECTION C SCALE: 3/4'=I'-O' S3 -(2) LAYERS I'44' PROPRIETAR' 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 m EACH END FIRE CAULK 15 LB ROOFING FELT (SHINGLES) 2' CLG, l/16' O.S.B. SHEATHING URA. RUNNER FIRE RESISTANT 055 7/1(o' 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 TOPBOT. PLATE ONLY m EACH. SIDE OF STEEL 'H' STUD PRE ENGINEERED ROOF TRUSS PERPENDICULAR TO WALL • 24' O.G. MAX. -2X4 BLOCKING W/ (2) 10d TOE NAILS f EACH END (1) LAYER 1/2' HIGH STRENGTH OR 5/5' GYP. WB. W/I-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 7' O.C.CEILING, 8' O.G. WALLS 4 4' O.G. EDGES -MOISTURE BARRIER USP WTA20 * END OF TRUSS W/ 10-I0d x 11/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) 05 VERT, IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) - (U *5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT 6x6 WI,4xW1.4 WWF EACH FILLED CELL TYPICAL d 0 (2) 'S GONT. STD. 900 HOOK 8' 16, 8' (SEE DETAIL) ALT. FIRE WALL DETAIL AT COMMON WALL g cJ3 I SCALE:3/4'=I'-O' 53 P.T. 2x4 1/2" GYP. BD. 50LE PLATE HOLD GYP. BD. 1/2" FROM 5LA5 O� I_oI' GONT. BEAD SEALANT ` . _4 2X STUDS @ 24" O.G. U.N.O. v a" CONCRETE NAILS INTERIOR 7ARACE W Il'4" EMBEDMENT ® 12" O.G. STAGGERED, FROM BOTTOM 1/2" GYPSUM NALLBOARD U.N.D. PLATE TO CONCRETE H/ DRYWALL 5GREN5 ® 8"O.G. (MIN. SHEAR 180# RII (MIN) U.N.O. MIN. TENSION 120#) GONT. BEAD SEALANT CONCRETE 5LAB 6x6NIA xH1.4 NHF OR FIBERME5H BARIRIERPOR a (1) #5 5TEEL (GONT.) ON GHAIR.5 INTERIOR W,4LL 5L,45 STEP NON-51RG. K SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" 53 ADDITIONAL SLAB INFORMATION, DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 o o Ln uj z ONE Ln 0 � o� z E> 'COD V10 C CMGo a0�0O °° Z ~ 0' z E uu W3� W z o 0 LLI si Lu Z = w w C) 0 = Z Q z 0 0 0 U Z '- L'L Q � TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE (20D4 EDITION, INCLUDING 2WS & 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LUC 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 Tg IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGIN,EER SEAL: SHEET TITLE: SECTION, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S3 7 r r IT I _ TT _. _- — _- - - --y--: _ TT TIF Rk ki i. A.T4ITF- PENT OR 2ND FLOOR WALL ' WALL PARTY----\ 1/2" MINIMUM CEMENT FIN15H TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM WALL FND. TO K.O. BLOCK PARTY STANDARD 3" DIA TEE 3/4" FURRING WALL 5TRIP5 PARTY — FILLED SOLID W/ GROUT ❑ THREADED 3" DIA. EXTEN51ON WALL # 5 VERTICAL REBAR FROM 1/2 8LOCK # 5 VERTICAL REBAR FROM 1/2 BLOCK # 5 VERTICAL REBAR FROM I/2" G6YP5UM BOARD FFND. TO K.O. BLOCK FND. TO K.O. BLOCK FND. TO K.O. BLOCK 5GREN OFF GAP (3" DIA.) N/ DRYWALL 5GREW5 FOR GLEAN -OUT @ S" O.G. OR 4d UNIT—\ FILLED SOLID W/ GROUT [:1 ❑� FILLED SOLID W/ GROUT FILLED SOLID W/ GROUT ❑tii_� 4 11 6 :1 2 X ❑ MIN. EXTENSION FROM EXTERIOR DRYWALL NAILS FACE OF BLOCK WALL 15 1 1/2' MAXIMUM FEFAGE 10N FROM ❑ ❑ El El177-7 ! El u r] ❑ ❑ EXTERIOR FADE OF BLOCK WALL 15 2 1/4' o 1/2 BLOCK El1/2 BLOCK ❑ 1/2 BLOCK TO DRAIN UNIT CONTINUE BLOCK PATTERN 1/2 BLOCK 0 FILLED CELL STAGGER ❑ ❑ ALL VERTICAL JOINTS WALL CLEAN -OUT ,4 SCALE: N.T.S.�J- 1st COWRS �� 2nd COURSE 2 3r~d COURSE S nth COURSE S nth COUiRS � SCALE: 3/4'=1'_0L4 SCALE: 3%"=1'-0" s4 SCALE. 3/4"=1'-0' �4 SOLE: 3i4'=1'-0" S4 SCALE: aid'=V-m" S� REFER TO 5DH... PAGE5 FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL. SECTION T�4FU WINDOW g BLOCK COURSING DET,4ILS •4 W,4L.L. INTERSECTIONS INDICATES CELL TO BE FILLED SOLID W/ GROUT S� 0 (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3%"=V-0 S� TRUSS BOTTOM CHORD OR BLOCKING W/ 2-16d TOE MAILS a EACH END DOUBLE 2x TOP PLATE TOP SPLICE 2'x BUILT-UP COLUMN w KNOCK -OUT NOTCH LINTEL UJN RI= RI=QUID ? 2 ROWS 10d 0 3° O.C. (14 NAILS TOTAL) , a° 18-10d NAILS BLOCK U1/] —F cn FOR CONCRETE PLACEMENT / 2x TOP PLATE 2 CRIPPLES 1 5/8' 8' 1 5/5' 8' --A — SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 1/2' ❑ FULL 5x8x16 BLOCK WALL DOOR O ENING O PENIN O OPENING 13 =0 -- OPENINGS GREATER THAN ro'-O'LUIDE Of=ENING - . .-LOCATION.lill� �1911 1111� ■■lil NINE MEN Milli 111111111M ■Fill dl■■ �IIII ■■11i III■■ Milli 111111110 2-16d NAILS a 24' O.C. OR EQUAL TO TRUSS BOTTOM x /y�,y/N ° ° °°°° 5/8' � ' 'J' BOLT OR CHORD OR BLOCKING 2x BLOCKING 0 EACH END W/ 10d 1Od ® 8" O/C = 5/8' HILTI KWIK 2x STUD a 24. a 4 O.G. FROM EACH HEADER O/ST9NC BOLT II W/ MIN. 8' EMBEDMENT O.G. MAX. FACE TO BLOCKING PROVIDE HILTI X-GF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL a 12' O.C. P.T. PER PLAN 4.10 SEE FOR STAGGERED FROM BOT. PLATE TO CONCRETE 0 UPLIFT= 32500 (SYP 02 2195" (SFF) REINF. INFO. 2x BOTTOM PLATE W/ (1) led a 8' VARIES O.C. TO EACH HEADER FACE NOTE: a . PLATE LENGTHS MUST BE BOTTOM SPLICE OVER STUD AT LEAST 8'-0" LONG. TYPICAL TYPICAL INTERIOR NON- 2 x (o (MIN.) ER,4ME BEARING WOOD FRAME WALL W,4LL HE,4DER DET,4IL `001 TOP PLATE SPLICE DETAIL 1„I USP HTT16 N SCALE: N.T.5. �4SCALE: N.T.S. 4 SCALE: N.T.S. S SCALE: N.T.S. S F= 2240 LBS SCALE: NTSJ, P D OR O GIIIIIIIIIIIIIL 11 D OR —It NOTES 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. EXTERIOR ❑ ❑ ❑ NOTE: FOR BEAM DEPTH >22', PROYIDE A 4' x 4' INSPECTION PORT WALL ❑ ❑ ❑ m EACH VERTICAL REBAR E DIRECTLY ABOVE THE; LINTEL. — — ❑ — — — — — — — — ❑ VERIFY THAT ALL REINFORCEMENT HAS BEI=N PLACED I--II11 . — — — � — — — PROPERLY. IST COARSE 2ND COARSE 35D COARSE ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ® OPENINGS LESS THAN OR EQUAL TO (o'-O' IN WIDTH DO NOT COARSE BELOW. EVERY THIRD (31RD) COARSE THE Il' DOOR JAMB WALL IS TO BE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. FLOOR PLAN. HEADER SUPPORT NO. OF JACKS E STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS 51ZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (2) (3) (2) (2) (3) (3) (2) (3) C SPT4 g�24 USP SPT4-]SPP24 SP SPT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING 2X4 STUDS 24' O.G. OVERLAPPING/8'x10' N=AMIMr. AILEDVL6(2) 'J' BOL 16d TOE NAILS 24O.C.MAX.INTO 10d NAILS EA. BLOCKING MIN. (2) PERTRANSOM FRAMING STAGGERED M,4SONRY L,4YOUT j� TYPIC,4L FILLED LINTEL ,455EM5LY SECTION PLATE X4 P.T. SEE SECTION AA/51 _ SEE FLOOR PLAN NOTES FORH%.FL ATE AND BB/SI FOR 2X8 WALL ABOVE SCALE: N,TS. �tADDITIONAL DETAILS ENTRY SCALE: N.T.S.�j� `t REQUIRED CONNECTION SP SPT22 KO. BLOCK WKI) 2X CRIPPLES a 16' O.C. USP SPT4 NCHOR BOLTS a 24' W/ USP SPT24 TYP. 2-ROWS 12d NAILS STAGGERED "5 CONT. t a 12' O/C EACH FACE OR RECESS SPT4 USP SPT4 O.C. MAX FILLED TOP AND BOTTOM 3-ROWS 12d NAILS STAGGERED LINTEL ANCHOR BOLT a 12' O/C FOR 2'x10' OR 2X4 P.T. PLATE *WHEN STUD LEND 4T GREATER HEADER ° . IS LESS THAN 12 USE °' • � � ° ' � ° ° �. MASONRY WALL EACH STUD WRAPPED LSTA30 STRAPS AT ^ 2X8 P.T. BOTTOM PLATE rat HE tRUS5 BOTTOM CHORD OR NAILED TO ADER EACH SIDE W/ 11 - IGd 5/8'xl0' 'J' BOLT 24' O.G. MAX 2x4 BLOCKING W/ 2-16d TOE NAILS 1 DOUBLE 2 X 12 #2 SYP C (MIN. (2) PER BOTTOM PLATE) USP C NAILS � EACH END ' 5� PLATEER y/�/2' FLITCH USP SPT4 SPT24 P SPT4 10d NAILS 8 O/C TYP. FILLING AND BLOCKING AS 10dNAILS 6 REQUIRED FASTENED TO 10d NAILS a (ol O.C. 3 5/8 25 GA. MSG o- 4 A `� DOUBLE 2'x4' HEADER W/ (2) ROWS OF 12d \ \ STAGGERED STEEL TRACK RUNNER CRIPPLE STUD 16' O/C UNLESS NOTED STAGGERED TRANSOM FRAMING i TYPICAL (UN.O.) _ o o . , 3 5/8 STEEL STUD a 24 OTHERWISE \ BEYOND. \ AILED INTO ,..,. ,.. �. O.G. MAXW/(2)NO.SxS/8 WAFER HEAD SELF \ TRANSOM 2'x4' STUDS TYP. DRILLING a TOP < BOTTOM \ FRAMING PLYWOOD \ SHEATHING TRANSOM FRAMING 0 SEE PLAN FOR REQUIRED PLYWOOD FASTENED TO TRUSSES 3 5/8' 25 GA. MSG SEE SECTION AA/Sl AND CONNECTIONS BB/Sl FOR ADDITIONAL \ WITH ad COMMON WIRE NAILS a 4' STEEL TRACK RUNNER , W/ HILTI X-OF NAILS OR DETAILS 48 O/C FIELD /C BOUNDARIES 6 O/C B PLYWOOD / X6 WIAXWIA WWF OR FN/7 P.T. TOT. PLATE � SHEATHING EQUAL a 12' O.C. SPT22 FIBERMESH MASONRY — — — —d— — -� y` �'' •• HOLD DOWN CONNECTIONS RECESS SP WALL BELOW ANCHOR BOLTS a 24' O.G. MAX. NOT REQUIRED a BEARING LINTEL SPT4 USP (MIN (2) PER BOTTOM PLATE) L/ WALLS WITHOUT UPLIFT SPT4 TYPICAL INTERIOR NON-1 :MEVIRWO - BEARING METAL FRAME WALLiT ��A id ��,,P:1y�_ �L BLOCK COURS INCH CORNER INTERSECT ION C W,4LL HE,4DEi� DET,4IL Q 2Xa P.T.PBOTTOM � SCALE: 3%'=1'-m' SCALE: N.T.S. PLATE ---- - S S SCALE: N.T.S. FRAMING DETAILS ,ABOVE ENTRY 5/8'XIO' 'J' BOLTS 9 24' O.C. MAX SCALE: N.T.S. GJ' (MIN. (2) PER BOTTOM PLATE) DANSCO ENGINEERING,LLC amf ILA P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 CD o w F- Z I� OECD j o1 w °V_ z am`oko � & M 00 QO�CP ,Z Z Ln E00w W w 31- z JCD Cn F— LU c i W Z = w c) : U 0 Lu = Z Z Z Q U O Z CL Q � V F TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SEC71ON R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.181 WIND ZONE (2004 EDITION, INCLUDING 2005 & 2006 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 2�� SHEET TITLE: SECTION, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S4 CD Z 0 J_ D m VI N i L0 O I-- T_ �7111ira 'i'w"TNIbk915 TN[ SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2)16d NAILS LX4 ' I ' E�LVC�ICINC� SCHEDULE FOR SHEATHING DETAIL 2'x4' OUTLOOKER SEE STRUCTURAL NOTES BAGKNAIL W/ l2) Ibd NAILS BAGWAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES 2x4 BLOCKING 24' D.G. AND NAILING SCHEDULE FOR SHEATHING DETAIL USP RTIb OR EQUAL g AND NAILING SCHEDULE 2x4 oUTLOOKER g 24' BACKNAIL W/ 2x4 OUTLOOKER m 40' O.C. III NAIL REFER TO SECTION IA TOP CORD BLOCKING EA. OUTLOOKER 2'x4' OUTLOOKER FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE SEE STRUCTURAL (2)16d NAILS 24' O/C TOP CORD 'L' BRACE I \ / ON SHEET 55.1 FOR X-BRACING, AND TOP FIRST FOUR 45' t 12X4CR * 24' O.G. ELEVATIONS) NOTES AND NAILING SCHEDULE FOR BLOCKING FOR ATTACHED W/ 10d NAILS s� 4' USP HGAMIO W/ i CHORD BLOCKING ROWS OF 24' MAX TOP CORD qr,� ,'� 2X4 GOKt'L' BRACE TOP CORD BLOCKING USP RTI6 OR EQUAL 9 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS O.G. TYPICAL (4) 3/16'xl-3/4' INFORMATION TRUSSES g EDGES I USP RT16 OR BLOCKING FOR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 24 MAX EA. OUTLOOKER EQUAL 0 EA OF TRUSSES g WEDGE BOLTS d �i WOOD TRUSSES OF S BRACE EQUAL g EA" FIRST FOUR ROWS OF 3 o 24 O/C. CMID OF TRUSSES 9 EDGES 2x4 CROSS BRACE OUTLOOKER 4' MAx EDGES OF GABLE TRUSS WEB (4) SDS 1/4' x 1 1/2' > SHEATHING APPROX 8' FROM TYPICAL RIDGE FASTENED AT OUTLOOKER I TRUSSES m EDGES I I HEIGHT 2x8 SYP"2 L BRACE TO OF SHEATHING TYPICAL DOUBLE TOP PLATE APPROX. 8 FROM RIDGE FASTENED AT SHEATHING TYP. TO , DOUBLE L BRACING DETAIL 5 SCREWS EACH JOINT W/ (2) 10d ( 'L' BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER � EXTEND 19 LEAST W% 2x4 CROSS BRACE APPROX. EACH JOINT W/ (2) L BRACE EXTEND At LEAST 90go OF WEB / 2x4 RAT RUN BRACING AT 24 O.C. ON TOP OF S5 t (2)10d TOE NAILS � AT LEAST W51. OF WEB LENGTH (SEE TABLE) 8'-0' O/C. 2x4 CROSS BRACE I OF WEB LENGTH USP � 8 FROM RIDGE FASTENED At 10d 4 (2)10d TOE I LENGTH (SEE TABLE) SCALE: N.T.S. BOTT. CHORD FOR 4 2x4 IT' BLOCKING EA END ( APPROX. 8 FROM NOTCH a BOTTOM SPT4 EA EACH JOINT W/ (2) 10d E (2) NAILS a EA. END ABLE TRUSS TRUSS SPANS 2x6 P.T. TRUSS VERT. WEB GABLE TRUSS I I RIDGE FASTENED AT CHORD (SEE TABLE) STUD 10d TOE NAILS a EA END 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR 2x4 BLOCKING f�7 ATTACHED W/ 2 - III SILL SPACED s 451 O/C Ax. I 1/2' GDX PLYWOOD OR EACH JOINT W/ (2) I USP RT3A WITH 8-Bd 2X6 FRAMED WALL - SEE 0 48' O/C FOR THE I 1/16' 055 SHEATHING 40' O.C. TEA. TRUSS JOINT 11 1/16' 055 SHEATHING I 10d E (2)10d TOE - • %T FROM LEDGER TP WALL SECTION FOR SPACING FIRST (4) ROWS OF ( ATTACHED W/ 10d NAILS L BRACE I I6d NAIL 2x4 PANEL BLOCKING 9 48 O.G. FOR THE FIRST ATTACHED W/ 10d NAILS 9 EA. END Y BLOCKING 1/2 CDX PLYWOOD OR 1/16 TRUSSES FROM EA 9 6' O.G. EDGES AND 12' ATTACHED W/ 22x4 BLOCKING e 24' 8'-0' OF END WALL FROM EA END TYP. BOTTOM I NAILS 6' O.C. EDGES GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I END TYP, TOP 4 O.G. FIELD 10d NAILS � 4' 1/2' HIGH STRENGTH OR O/C W/ 2 - III CORD ATTACHED W/ (2) 16-d TOENAILS I AND 12' O.G. FIELDI 2'x4' PANEL BLOCKING g 48 O.G. FOR THE FIRST I 1/2' GDX PLYWOOD OR W/ 10d NAILS g 6 O.C. EDGES BOtI'OM ATTACHED (2) 16d NAILS O.G. TYPICAL 5/5' GYP, WB W/ 1 3/8' TOENAILS a EA. END 10dX3' s 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' 055 SHEATHING AND 12' O.G. FIELD W/ (2) 111 TOENAILS 2x4 'T' ON TOP OF PANEL GABLE TRUSS WEB DRYWALL NAILS OR MASONRY WALL NZ THROUGH CHORD BOTTOM CORD ATTACHED W/ (2)111 TOENAILS ATTACHED W/ 10d (2)16d NAILS BLOCKING, FASTEN WITH DRYWALL SCREWS 1' 2x4 t ON TOP OF PANEL BLOCKING, INTO 2'x6' P.T, PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS IV 6' O.G. EDGES 2x4 PANEL BLOCKING 48 2x4 BLOCKING 10dx3 0 4 O/C , SINGLE L BRACING DETAIL , O/C CEILING E 8 O/C ARCHITECTURAL FINISH FASTEN WITH 10dx3' � 4' O/C WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd COOLER NAILS -USP HGAI0 6 36 WALLS SCALE: N.T"S. 85 OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED INSTALLED PER MANUF. 2'x6' P.T. SILL 'J' NOTCH 'L' BRACE HERE OF TRUSSES FROM EA END 2x4 IT' ON TOP OF PANEL OR 11/4' LONG DRYWALL SCREWS O.C.5/8' DIAPHRAGM WITH Bd COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS MOISTURE BARRIER 5/5' x 10' BOLT 6 4W O.C. WEEP SCREED TYP. TOP t BOTTOM ATTACHED BLOCKING, FASTEN WITH COMPLYING WITH ASTM C1002 FOR FIRST DBL. TOP STUD WALL BLOCKING � EXT. WALL CONN. COMPLYING WITH ASTM C1002 FOR FIRST 8 -0 FROM END WALL ri USP WTA20 OR EQ. 9 6 -0 O.C. TYPICAL. ' ALTERNATE STRAP g 4'-0' INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 10dx3' � 4' O/C � � 8 -0 FROM END WALL 9 4 O/C TYPICAL PLATE (SEE TYP. SEC.) 46' O/C I j NON - LOAD BEARING LOCATION/00'�[) tv 4' O/C TYPICAL USP WTA20 s EA TRUSS USP LSTA18 STRAIGHT MOISTURE BARRIER 5/8' OR 1/2' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SPT24 EACH STUD I GABLE TRUSS SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' 5/6'x 10' 'J' BOLT a 32' O.G. MINIMUM 6' FROM VERT. WEB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT — — — — TRUSS VERTICAL PLATE SPLICES W/ 3116'x2'� PLATE WASHER 0ONs 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' WITH Bd COOLER NAILS OR 1 1/4' TRUSS) SECTION � ADDITIONAL INFORMATION. K**j� t t O NOTE: IF EMBEDDED STRAP MISSED TAP r ®�K002� LONG DRYWALL SCREWS COMPLYING WITH ASTM G1002 �jE:CT ION SCALE: N.T.S. C.J� (2) 2'x8' 'L' BRACE FASTENED WITH (3) VERTICAL FOR FIRST 8 -0 FROM END WALL 3 I6d PER SIDE CJ�J SCALE: N.T.S. WEB± USE SIMP50N MSTAM36 ON OUTSIDE SCALE: N.T.S. �J�j 9 4' O/C TYPICAL SCALE: N.T.S. s� JCIJSOR GALE IT' BRACE AS PER WIB '31 SCALE: N.T.S. 85 -Lim 8d g 610/G 2 x 4 BLOCKING W/(2) 10d TOE NAILS 9 EACH END g 20'-C' MAX 20'-C' MAX 'X' BRACE SEE DET. J/5551 �GONTINUOUS BOTTOM CORD BRACING 2'X4' MIN WOOD TRUSSES 24' O/C (TYP) • PROPER IN8T,4LLA4TION ♦ UNACCEPTABLE INST 4LLTION i MAX. 6' ♦♦ DO NOT DO THIS ♦� I I• I BRACING WK3)10d x 3' IT EACH CONK. is 24' O/C (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS /16'xl-3/4' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d USP HGAMIO W/(4)-3 COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE WEDGE BOLTS d )-3 SDS I31 MOISTURE BARRIER (D = 0.148', L = 3') OR EQUAL (D = 0.201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR x 1 1/2' SCREWS BOND BEAM NOTES: EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA x 5 1/2' LAG SCREWS OR EQUAL MASONRY WALL 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 ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) —QL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (b) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION i�llk . X IL kX ,I ♦♦ NOTE: x 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP k BOTTOM CORD FIRST 2 COURSES ,� ♦♦ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING s ♦ THAT MY BE REQUIRED 4'-0' O.C. MAX FOR III COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EX 1. WA LL CONN. 6 NON - LOA L) 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLG-) FILLED CELL PER FOUNDATION PLAN FILLED CALL INSTALLATION � BRACING PROVIDED It EXTENDS OVER AT LEAST 90% OF THE WEB. TYPICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMN5 S SEE TYP. WALL SECTION FOR SCALE: N.T.S. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SCALE: N.T.S. CJ�J ADDITIONAL INFORMATION. JrJ SCALE. N.T.S. REQUIRED AS PER BCSI 1-03 SCALE: N.T.S. CJ. eJ SCISSOR TRUSS 2'x4' OUTLOOKER 9 24' 12 O.G. W/ (2) 10d PER JOINT MINIMUM 2'x4' USP WTW20—i CROSS BRACING (SEE PLAN FOR LOCATIONS) 10dx3' O/C 21x4' TOENAIL is 6' O/C RUNNER (2) I6d PER W/ (2)16d TYPICAL JOINT NAILS I 12" MAX. I FILL SOLID BOTH CELLS Ir 5 REBAR STD. 90' D MA NOTCH WEB AT THE ♦♦ 5 IEBAR (T7 Tl'P) ♦♦ NOOK (TYP) ♦♦♦ - ♦, STD. W. NOOK (TYPQ Lu IL a I I I ♦♦ �. NOTCH s FIRST COURSE LIIIIIIIIII I� 111 I �IIIIII � OVERLAP TRUSS BRACING 6.9 MAX PRE-ENGINEERED At LEAST TWO TRUSS SPACES 6' OVER -AP WOOD TRUSSES 2X4 BRACING g 48' O.G. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d s EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MINIMUM (2) I6d PER JOINT MINIMUM 2'x4' TRUSS BRACING NOTE: CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. ALTEWATE NON -DROP CxABLE END DETAIL 1) 'L' BRACE MUST EXTEND AT LEAST cJO% OF WEB LENGTH EXCEPT, SCISSOR TRU56 BRACING OVEiRLAP DETAIL.rm GABLE WHICH REQUIRES BRACE TO EXTEND PULL HEIGHT OF GABLE. GROSS BRACING DE:TA4IL J SCALE: N.T.S. 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS s 4' O/C. SCALE: N-T.S. �e, COSMETIC DROP CEILING FRAMING SCALE: N.T.S. cJ� 55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS GABLE TRUSS 4 S5 85 'L' BRACE W/ 10d a 4' O.G. 12 12 (SEE SCHEDULE FOR SIZE 69 MAX AND LOCATION) 6.9 MAX. 'L' BRACE W/ 10d . 4' O/C r� (SEE SCHEDULE FOR SIZE �� gg AND LOCATION) S5 MIR ABLE TRUSS tee.. • f "L." BRAG INCz RE QU I REMENTS STUD SPACING NO 'L' BRACE (1) 2'x4' (URA.) 'L' BRACE 2'x6' (URO.) 'L' BRACE 24' 0'0' - 3'-0' Y-0' - 6'-0'1 111 < GREATER SCISSOR GABLE - (1) 2'x&' 02 S.P.F. 6 EAG�4 VERTICAL AND (2) 21Ix811 FULL HEIGHT 6 DIAPHRAGM BLOCKING END JACK Il'-O' MAX. 1~ tiA - CORNER JACK „ zw IY OV .. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 3 58 12 OUBLE TOP PLATE 6.9 MAX 2X4 LEDGER USP LSTA 16 UPLIFT CONNECTIONS DBL TOP PLATE i-i I P FRAM I NCB tUDS � 16' O.C. r��r � �� GONt. BEARING . BEARING uSP NGA10 (TYPE -STUDS , lb' OL. USP �24 UJOOD FR�41"IE C �4 N BRACING DETAIL D TILE E D GA5LE: EN:) BR4CINCH DETAIL •EACH STUD C��BLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION scAI E: s�4'_I'-v MEAN WALL HEIGHT UP to 30'-0' -SEE STRUCTURAL SCALE: N.T.S. � NOTES FOR WIND SPEED SPECIFICATION RFV1 W A1�z ? a . T�' � �P - ' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o o In w z� OVA p � a+ � z< to v M � C Go a0i Op Z Q o o zw E W�~ W z o 0 Lo w j uj z W U w _ Z Q 3 O 0 O U 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 = t0.18) WIND ZONE (2004 EDITION, INCLUDING 2005 & 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE TT 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: I JUL 3 2008 SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S5 C) N LO i O (1) S VERT. IN FILL CELLS (SEE FOLINDATION. PLAN FOR LOCATIONS) ARCHITECTURAL FINISH 2x FURRIWs im 16' O/C (AS FEOD) (EXT. ONLY) Ix4 F.T. BASE NAILER (AS IREOD) 4'x4' INSPECTION FORT 31/4' BASE 5OARD (AS REQ'D.) AT EAC14 FILLED CELL TYPICAL Z bx(o U.441.4 ULF NOTE: OR F15ERES14 Lo 1) MAWNRY WALL PROVIDES 2-HR C14 PROTECTION PER UL-UW5 (AS REQ!D) MIR 25M PSI CONC SLAB STD. Wo wom A(SEE DETAIL ON SHT. SW .4 4 1'31/2- MIN. .4 A. 4 Typ� 4 SEE IA163 FOR ME STORY i G15% FOR TWO STORY REIW. INFO �&E TO CLEM POISONED AND COMP. 8" (TWO STORY) 8" SOILX55% MODIFIED PROCTOR PER ASTM 01%1) 2-HOUR MA5. FIREWALL W1 5TEF 5ECTION /"0074 6C-ALE, 3/4`=1'-0" \' 5(0 2X4 LEDGER -a 48' O/C MAX, vERTICALLLY NAILED TO TRU65 WE55 W/(2) 5d (TYP.) 2X4 BLOCKING -s 48' O.G. MAX. W1 (2) I(od TOE NAILS -a EACH END 4 GLUED TO ROOF 15 L5 ROOFING FELT (SHINGLES) SHEATHING RUNNER/ FIRE CAULK---, /_2' CLG. '1��1116' 0.5.5. SHEATHING U.N.O. & MIL VAPOR FRE ENGINEERED - 13AMER ROOF TRU65 -s 24' O.C. MAX. (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. 2' FLOOR RUNNER Wl� 3/16'DIA. x 1 3/4' TAFCON5 10 1&1 O.G. 6TD. c3O* HOOK NOTES; (SEE DETAIL) 1) SEPARATION WALL IN THE R-3 MIN. IN5UL. PER - ROOF SYSTEM PROVIDES F5C (2004 ED.) 2-HRS PROTECTION PER GA 513-6021,45C.I.1 A5WI000 (1) S VERT. IN FILL- (1) LAYER UNDERLAYMENT FOR ROOF FITCH > 4.12 4 2) MA50NRY WALL CELLS (SEE FILL PROVIDE& 2-HR6 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH s 4,12. CELL PLAN FOR PROTECTION PER UL-U1305 12 LOCATIONS) PRE ENGINEERED WD TRUSS 6 24' O.C. MAX- (1) 05 VERT IN FILL CELLS (SEE SHINGLE ROOF FILL CELL PLAN FOR LOCATIONS) 15 L5 ROOFING FELT (SHINGLES) HURRICANE ANCHOR -8 EACH TRU55 (2) 2 x & P.T. LEDGER W1 1/2' WEDGE ANCHOR (MIN. 5HEAR=13400 4 MIN. (SEE UPLIFT 5GHED.) W1 METAL PL. TEN51ON =5300) W/ 3 1/2' MIN. NDER EA. TRU65 TO OUTSIDE OF WALL. .4- EMBEDMENT a 16' O/C (2 ROW5) F_ 1116' 0 ' 5.5 ' FIRERATED OR REG, 3/4' PLYWOOD DECKING GLUED AND \15UL. MIN. PER ROOF PLAN SEE ROOF NAILED W1 Od COMMON .9 (ol O/C NAILING SCHED. ON SHT. 6NI EDGES AND 12' O.C. FIELD 112' GYP, W.5. OR 3 0 rr-vl = o) 1/2' HIGH STRENGTH OR 5/5'GYP W5 W1 4LUI-I I NUI-1 [_�_ I "/ 1_� I - 13/0' DRYWALL NAILS OR DRYWALL DRIP EDGE 065 (DRAFT5TOPPING) 6CRW5, IN O/C CEILING 4 8' O/C WALLS L.UMINUM FASCIA TO BE NAILED W1 8(d COMMON a (o'OIC' TL (') ONE I' F.T. NAILE 12 UN�0_ 2X-4 SUB FASCIA SIDE OF FLOOR TRU66 1. FT MOISTURE BA IE 2' ALUMINUM FORAN AREA �_1000 5Q, NAILER 5TD. 90* HOOK (SEE DE A L) VENTILATED SOFFIT FT 4 SEALED I 8'x5'XI(o' GONG. KNOCKOUT 5LK. PENATRATION AREAS W1 TOP CHORD W/1#5 ROD CONT. FILLED W/ GONG, FOAM. DRAFTSTOFFING 5RG. FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO R4.2 MIN. INSUL. APPROX. EQUAL AREAS. Ix F.T. BASE NAILER (1) LAYER 1/2' HIGH STRENGTH OR 5/8. GYP - (2) 2 x 0 P.T. LEDGER W1 1/2' WEDGE (1) 05 VERT IN FILL CELLS W5. (OR 5/8' GYP. TYPE 'X" 1@ GARAGE W/ ANCHOR (MIN. 5HEAR=1340* 4 MIN. (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8' TEN510N=5300) W1 31/2'MIN. ::I 1 17- LOCATIONS) DRYWALL NAILS OR DRYWALL 5CRW6. IN EMBEDMENT e 16' O/C (2 ROWS) O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES 3/4' PLYWOOD DECKING GLUED AND NAILED W/_ r_) I 8d COMMON 6 &'O/CEDGE5 AND 19'OC FIE' m TWO 6TOR'r FARTr W 4'x4' INSPECTION FORT AT EACH FILL CELL TYPICAL 1/2' GYP. W.S. OR 3/(5' PLYWOOD/TYPE 2-M-W 0.55 (DRAFT5TOPPING) TO BE NAILED W/ Bd COMMON a (o' O/C TO ONE SIDE OF FLOOR TRU55 FOR AN AREA < 1000 50. FT 4 R4� MIN. 5EALED PENATRATION INSUL.- AREAS W/ FOAM. DRAFTBTOPPING SHALL TOP CHORD BRG� DIVIDE THE CONCEALED FLOOR 5Y5TEM SPACE INTO APPROX. EQUAL AREAS. 1/2' HIGH STRENGTH OR 5/a' GYP W5 (OR 5/8, GYP. TYPE 'X' a GARAGE W1 A HABITABLE ROOM ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL 5CRW5. IN O/C CE IL ING 4 8' O/C WALLS Ix WD PURRING 6 24'O.C. ARD BASE50 MIN. 2500 FSI CONC. SLA (MIN 3000 P61 CCNC� 5L FOR �41EFNANDO CO. ON AV �/X �X R, x (ox(c WI.4xWI4 WWF OR FI5'ERME6H 'X<�\ LITE TEXTURED DECORATIVE FINISH -A UPPER FLOOR 5TD.'b0* HOOK (SEE DETAIL) NAILE D FLOOR TRUSS TO LEDGER W1 4-10d TOE NAILS 5'X83'xI(b' GOING. KNOCKOUT BLOCK W1 (1) *5 ROD CONT. FILLED SOLID W1 GROUT _Ix F.T. BASE NAILER ARC�41TECTURAL FINI544 (1) 05 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 4 NOTES) Lu rL 4'x4' INSPECTION FORT AT EACH FILL CELL TYPICAL FINISH GRADE 5TD� '30' HOOK (3) " 5 RE5AR ON 3' CHAIR (SEE DETAIL) W/3' MIN. CLEARANCE T'rf= 2-5TOR�r WALL 5ECTION ,SCALE- -3/4'=I'-O' \\\ 5 & FIRE RE 15TANT 065 111(o' SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS A6 PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY 6 EACH. 511DE OF STEEL 'H' STUD (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP, W5, W1 1-3/8' DRYWALL ,-R30 IN5UL MIN. NAILS OR DRYWALL SCREWS IN O.C. CE IL ING, 8' O.C. WALLS 4 4' O.C. EDGES 2 x 4 5YP02 x12' LONG SCAB s EACH R5C CL IF W/ 10d 6 3' O.C. 6IMP50N R5C -a 3(o' O.C. W1 & - I0dxI 1/2' NAILS INTO TRUSS 50TTOM CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: R5C_ CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION (TYPICAL ON 50TH FACES OF WALL) -I x P.T NAILER INSTALLED AFTER INSTALLING R15C's 2X4 BLOCKING 6 48' O.C. MAX. W/ (2) I(od TOE NAILS 6 EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER -9 48' O/C MAX. - VERTICALLLY NAILED TO TRU55 LLE55 W/(2) 5d (TYP.) PRE ENGINEERED ROOF TRUSS 6 24' O.C. MAX, 5 IMP5ON RBC 6 36' O.C. W1 (o - 10dxI 1/2 NAILS INTO T"6 50TTOM CHORD/6CA5 4 (3)1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE- R5C CLIP6 TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2 x 4 5YP*2 x12' LONG -5GA5 1w EACH - RBIC CLIP W1 10cl 's 3' O.C. 2' FLOOR RUNNER W1 311(o . D I A x 1 3/4' TAPCON5 -9 I(o' O.C. STD. 90* HOOK (SEE DETAIL)- 8'x8'XI(b' GONG. KNOCKOUT 5L.K. W1 105 ROE) CONT. FILLED W1 GROUT R-3 MIN. IN5UL. PER (2004 ED.) 613-6021A15C.I.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-PRS PROTECTION PER GA ASWI000 2) MA50NRY WALL PROVIDES 2-PR5 PROTECTION PER UL-U905 (2) LAYERS I'x24' PROPRIETARY TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' I FLOOR 4 CLG. RUNNERS W/ 2' STEEL P STUDS BETWEEN ADJACENT PAIRS OF GYF. PANELS. FIRE CAULK '2X4 BLOCKING W/ (2) 10cl TOE NAILS '6 EACH END 'C2' CLG. 15 L5 ROOFING FELT (BHINGLE5) RUNNER (1) 05 VERT IN FILL CELLS (SEE 5'x5'XI(o' GONG. KNOCKOUT 5LK. FILL CELL PLAN FOR LOCATIONS) W/105 ROD CONT. FILLED W1 GROUT (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. BWEAR=13400 4 MIN. TEN510N=5300) W1 3 1/2' MIN. Lu EMBEDMENT 6 I(o' O/C (2 ROWS) 4'x4' INSPECTION FORT 6 EA. FILLED CELL (TYP.) 3/4'PLYWOOD DECKING GLUED AND (L ;�o (L - NAILED W1 &cI COMMON -a (o' O/C Ix P.T. BASE NAILER EDGES AND 12' O.C. FIELD NAIL FLOOR TRU55 TO LEDGER //�'TD SO* HOOK W1 4- 10d TOENAILS (TYP.) 1/2' GYP, W.5. OR 3 //'(.5EE* DETAIL) 2ND ILR PLYWOOD/TYPE 2-M-W 0,55 (DRAFT -STOPPING) TO BE NAILED W1 ad COMMON 6 (o'O/CTO ONE (5'x8'xl(0 GONG. SIDE OF FLOOR TRUSS KNOCKOUT BLOCK W/ FORANAREA!LI000 5Q. NAILER (1) 05 ROE) CONT. FT 4 SEALED FILLED W1 GROUT PENATRATION AREAS W/ TOP CHORD FOAM. DRAFTSTOP'PING 5IRG. FLOOR ]L�FLOOR T( TOP CHORD BRIG. SHALL DIVIDE THE SYSTEM SYSTEM CONCEALED SPACE INTO Af FROX. EQUAL AREAS. _R-3 MIN. IN6UL. PER FIBC (2004 ED.) 513-602.1,45C.I.1 (1) LAYER 1/2' HIGH STRENGTH OR 5/8, GYP W5. (OR 5/8' GYP. TYPE 'X' a GARAGE W1 A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL 5CRWS. 1' O.C. CE I LING, 8' O.C. WALLS 4 4' O.C. EDGES 6ECT ION FIREWALL DETAIL SCAI E-N T 5 1/1(0 0.0 . *Ht/A I HINU U.N.U. FIRE RESISTANT 055 111(o' SHEATHING 4' ON EA. 51DE OF 1/2' GYP W5 1, MIN. GAP 4 WALL NOT STAGGERED OVER (1) 05 VERT. IN FILL CELLS (SEE PARTY WALL FOUNDATION PLAN FOR LOCATIONS) BUFN� CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/50T. PLATE ONLY -9 EACH. 61DE Of: STEEL. 'H' STUD (L 2X4 BLOCKING W1 (2) 10d TOE NAII 5's EACH ENE) PRE ENGINEERED ROOF TRU55 Ix P.T. BASE NAILER PERPEND ICULAR TO WALL 6 24' O.C. MAX. (ox(o WI.4xWI.4 WWF R30 INSUL. MIN. :1 A (1) LAYER 1/2' HIGH STRENGTH OR 5/6' GYP. W5. W/I -3/8' DRYWALL NAILS OR DRYWALL 5CREW5. IN X�' O.C.CEILING, ON O.C. WALLS 14' O.C. EDGES \-MOISTURE BARRIER IN P.T. NAILER (4) 05 CONT. 57). eO* HOOK -U5P HTA20 6 ENE) OF TRUSS W/ 10-10d x 1 1/2' NAILS ON 3' CHAIR -0- a. (SEE DETAIL) 2' INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2-5TOIR'r f=,4fRT*fW,4LL &ECTION PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT EA. FILLED CELL (TYP.) -Ix P.T. 5A5E NAILER NAIL FLOOR TRUSS TO LEDGER 5TD. 90' HOOK � W/ 4- 10d TOENAILS (TYP.) (SEE DETAIL) 2ND ::T - d 71-8'x&'xl(o' GONG. - - KNOCKOUT BLOCK W1 (1) 05 ROE) CONT. FILLED W/ GROUT 1�TOP CHORD 5RG. 1_'FTLOOR SYSTEM R-3 MIN. lN6UL. PER F5C (2004 EID.) 613-602.I.A50.1.1 SCALE:N.T.5. . F 56 2X4 BLOCKING W1 (2) 10d TOE NAILS -s EACH ENE) 3/4'PLYWOOE) DECKING PER J156. 2' CLG. FIRE GAUL% 15 L5 ROOFING FELT (SHINGLES) RUNNE 1116' 0.5-5. SHEATHING U.N.O. U5P HTA20 a 46' O/C, W/ 4' EMBEDMENT INTO ON CMU WALL--' K-0. BLOCK 4 10-10cl NAILS INTO BLOCKING X� FIRE RESISTANT 055 1116' SHEATHING 4' ON EA. SIDE OF AP 3" MIN. G I 4 WALL NOT STAGGERED OVER PARTY WALL (2) LAYERS I'x24' PROPRIETARY TYfDE---_ X GYP, P D BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS FLOOR 4 CLG. RUNNERS W1 2' STEEL H NAILED INTO TOP/BOT. PLATE ONLY 6 EACH. 51DE OF D5L. K-0. STUDS BETWEEN ADJACENT PAIRS OF STEEL 'H' STUD BLOCK PER GYP. PANELS. 2X4 BLOCKING W1 (2) 10cl TOE NAILS 6 EACH END DETAIL J156. A PRE ENGINEERED ROOF TRU55 6;d �,j 1-4 _11-, - " 11 / /6 1 m v ? T PERPENDICULAR TO WALL 6 24' O.C. MAX. \,'-2X4 5YP*2 DIAGONAL (45*) SHEAR 5LOCKING6 BETWEEN 5LOCKING5 W1 (2) 10d TOE P.C. LINTEL NAILS a EA END. PER PLAN. .eHEAR WALL QETAIL Ko'c_� 5CALE;N.T.5. 1\ �& FRE- ENGINEERED FLOOR TRUSSES 6 24' O/C MAX. 2X4 5YF*2 BLOCKING a 48' O/C W1 (2) 10d TOE NAILS a EA. ENID (TYP.) 8' CMU WALL R30 INSUL. MIN. 2' FLOOR RUNNER W1 3116' ID IA (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP, WE5. x 1 3/4' TAPCON5 6 16' O.G. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. IN STD. 90* HOOK (SEE DETAIL)---------. O.C.CE IL ING, 8' O.C. WALLS 4 4 1 O.C, EDGES &'x&'XI(o' GOING. KNOCKOUT 5LK. W/--"'� MOISTURE BARRIER 105 ROD CONT. FILLED W1 GROUT IN P.T. NAILER R-3 MIN. IN6UL. PER F5C- (2004 ED.) 613-602.1ABC11 NOTE& 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA ASWIOOO 2) MA50NRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U'30E) LISP HTA20 e END OF TRU55 W1 10-106 x 1 1/2' NAILS INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE; INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) FIREWALL DETAIL 6 TRU66 PERPENDICULAR TO WALL 5CALE:N.T.6. 2X GRIPPLIHES 'a Iro" O-G� LU/ U5F 6FT24 TYP. TOP AND BOTTOt-I -WHEN STUD LENGHT- 16 LE65 THAN 12" USE L6TA30 5TIRAPS AT OvEfR TOP FLATE 4 NAILED TO HEADER EACH SIDE W1 I] - 106 NAIL5 106 NAIL6 a 0" O/C TYP. DOUBLE 2"x4" CRIPPLE STUD TYPICAL (U.N.O.) PEADER SUPPORT NO, OF JACKS i STUDS RECLAT 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) (2) (2) (3) (2) (3) Z) - - TYPE '5' MORTAR (TYP.) - ON CONC� BLOCK (TYP.) 4'x4' INFECTION FORT 6 EA. FILLED CELL (TYP.) SCALE; N.T.5. IS 6(0 SEE FLOCIR PLAN NOTES LFOIR fREaUlfRED C CONNECTION "��L"u 12-IROWS 12d NAILS uO"N N E C T 10 N 2 STAGGERED Q 12" O/C F-ACH FACE OF, 3-ROW6 12(d NAIL& 6TAr:TGEfRED 6 12" OIC FOIR 2"x10` OfR GfREATEFR HEADf-=fR \--DOUBLE 2 x 12 *2 5YP HF=ADf=-R W1 1/2" FLITCH PLATE (U.N.O.) \-FILLING AND 5L0C<NG A& fRF=QUIfRF=D F,46TFENFED TO HEADER W1 (2) ROWS OF 12d a 16" O/C UNLES6 NOTED OTHERWIBF= 2'x4' 5TUD5 Trf, P.T� 50T. FLATE ILOOR TfRUS5 /5EAm L SEE PLAN FOfR fREQUIfRED CONNECTIONS LOAD 5EARING/EXTEIRICR FfRAME,.,,N,� WALL HEADER IDETAIL M � 5& T 24' MIN. LAP SPLICE -4- L r 1'-4- P. TYP. 0 Q 0 0 0 0 0-ti 5FL ICE BEYON 5FL I CE FART. ELEV. VIEW 1/2' WEDGE ANCHOR (MIN. SHEAR = 13400 4 MIN. TEN510N=5301*) W/ 3 1/2' MIN. EMBEDMENT (o'MIN. DBIL, K.O. BLOCK-\ I(. O/C 0 T /N I TYP. L-1 24' MIN Z-(2) 2x& LEDGER P.T. LEDGER LAP 61OLICE ATTACHED TOGETHER W/ 2-ROWS 10d -9 (o'OIC q, FART. FLAN VIEW , :r4: CiTY COF ZEP�,FPY 1!'_D1 I LEDGER LAF 5FLIGE DETAIL BUILDIi.NG OFFYL 1A )i SCALE. 34'=I'-0' DDANSCO E ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 CD CD Ln uj z t.- eS -n �� rn Ln > (3) %0 _j z LU (14 L OD Z �< 0 LL CIO 900 z E Lu z US w z C) C) mi V) F_ LU V) LLJ Z 0 Lu P= '�i U r 0 ui < �: 0 0 u < 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 = ±0.1 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORT10N OF THIS DRAWING ONLY. 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. (D 2OWTHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, LLC AND THE IE CIL ENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED - REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 Ej SAMUEL A. GREENBERG, P. E. # 34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 E] ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: JUL 0 3 2008 SHEET TITLE: TYPICAL 2-STORY SECTIONS AND DETAILS (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: JB REVIEWED BY: TH S6 0 z D 0') N I 04 LO I 0 co T_ LO Ir- Ti-r - ------- 7- C. u'sAkIAR 0171241ai I 1 11 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4"' PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD C❑NNECTI❑NS TO BE GLUED (PL 200) AND NAILED (MIN, (2)1601), 1 3/4 x. 11 1 V L 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING J❑IST 2x12 SYP 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOT INT❑ H STRINGER D i-2xl2 BLOCKING FOR L1 x 4 20,bft*nOTRAP NAILED TO E RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: ' = 1'-0' HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" 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"2x4T❑ STRINGER 2x12 TREAD GLUED AND NAILED 2x12 SYP 2x12 S "Fx,R V11DFT JJOP 2x4 PT NOTCHED INTO STRINGER ANDx12 SYP DRYWALL STOP TAPCONED INTO FLUST NOT TOUCH WITH GLUE ATR) FfL SIN KNEEWALL FOR 2x12 STRINGER C❑NTACTWINGAND NAILED TO STRINGER P❑INTS E DRYWALL SPACING H SECTI❑N VIEW SCALE: " = 1'-0' STRINGER MUST I CONTACT WITH L ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4' RISER CUT TO FIT MAINTAIN BETWEEN J' AND° GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER 1x4 GLUED AND NAILED BLOCKING FOR T❑ STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP x12 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BFA x4 BL❑CKING FOR C 42PT UNDER 2x12 2x4 SYP BL❑CKING FOR 4 PT NOTCHED INT❑ STRI STRAP D NAILED TO FLOOR WITH G UE (SIMPS❑N TAZ15) TTACH ALL COMPONENTS STRINGER CONTACT POINTS BEHIND RISER OF STAIR TO CONIC. W/ j' X 2 J' TAPC❑NS @ MAX. 32' D.C. 2x4 CUT ON ' 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 F BEARS IN WALL 2x12 SYP BI IN WALL 2x6 SYP E 2x4 PT N❑TCHE AND NAILED TO 2x4 CUT ON AT STRINGER C[ BEVEL DOES NOT BEAR IN WALL SECTI❑N VIEW "D" SCALEI 1' = 1'-0' FILLER STRIPS AD 'PLYWOOD GLUED & SCREWED T❑ PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLN❑SE DETAIL SCALE: 1' = 1'-0' ,2x4 GLUED AND NAILED SECTI❑N D-D SCALD 1' = 1'-0' 3/4 PLYWOOD ON DECK --2xl2 SYP GLUED AND NAILED TO 2X4RAMING 2x12 DRAFT TREAD STOP GLUED AND NAILE] 2x4 PT NOTCHED INT STRINGER AND TAPCONED INT❑ FLOG WITH GLUE AT STRINGER C❑NTACT POINTS B SECTI❑N VIEW "B" SCALE: 1' = V-0' nd RISER TREAD GLUED AND NAILED TO STRINGER \ DRAFT SYP DRYWALL ' MUST NOT :H STRINGERS BL❑CKING FOR 2PT UNDER 2x12 SECTION VIEW °E" /2x12 SYP DRYWALL STOP MUST NOT TOUCH GISCMDN@EW NAILED TO STRINGER DRYWALL SPACING SECTIDN VIEW SCALE: 1' = 1'-0' N❑TE THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PR❑VIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND NOTE: 2x12 DRYWALL STOP NOT SHOWN 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SCAB 2x4 GLUED AND NAILED 2x12 SY STRINGER 2x12 I r(EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --L-�PR❑VIDE M❑I: PR❑TECTI❑N ATTACH ALL COMPONENTS OF STAIR TO CONC, W/ k X 2 J' TAPC❑NS @ MAX, 32' ❑. —lx4 GLUED AND / NAILED TO STRINGER NOTE: HANDRAIL SHALL BE 42" ABV. END OF TREAD W / PICKET m SECTI❑N VIEW "C" SCALE: 1' = 1'-0' TOP OF STRINGER CONN. TO BOTTON OF NEWEL POST PER CONTRACTOR F❑R GIRDER PR❑VIDE S❑LID OR i � x 11 R BL❑CKING BELOW ALL VL NEWEL POST FROM J❑IST TO J❑IST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL_ POST SECTION VIEW LLJIJKlI�II� SCALEI 1" = 1'-0" SCALE: 1' = 1'-0' F SECTI❑N VIEW - SCALEI' = 1-0' RYWALL J❑INT DRYWALL TO OVER JOISTS) OFT. FkI <ET RAILING NEWEL POST LET INT❑ THE BLOCK PROVIDE BLOCKING STUD NAILED GLUED TO TOP -E X4 CUT INT❑ RIM AND, LUED AND NAILED TO EARING WALL BELOW RYWALL J❑INT DRYWALL TO OVER JOISTS) STAIR C❑NSTRUCTIDN DETAILS (IF 11X17 REDUCE SCALE ,5) SCALD AS NOTED 2X12 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR JOIST z -4 F LL C z 2X&OAF Q 1/2" DRYWALL N 2 X 4 FRAME Lu WALL O z HALF WALL DETAIL @ LOFT WOOD PICKETS SPACED @ 4" C/C 61JARDRAIL5 SHALL BE ADQUATE IN 5TREN6TH, DURABILITY AND ATTACHED A5 DE50RIBED IN SECTION R5I22, FRG 2004 OFT ONAL F I GKET DETAIL @ LOFT GUARD AND HANDRAIL NOTES • 1012.3 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2004 R311.5.6.2 . • HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 20041009.11 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2004 1009 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.donscoenginee6ng.com CA 25948 Q Q Ln z�Q O�t- j(3)%0 z amr� rn M � 00 <o Oil 1-1 a a00 z E w J�~ W z D CCD ko mi Lu c j LL"I Z = W O o w o � = Z Z Z 030 Z F Q 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, 3SEC. 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. 2007 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WROIEN CONSENT FROM LENNAR CORPORATION. © 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: JUL ® 3 200 SHEET TITLE: STAIR DETAILS SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: JB REVIEWED BY: TH STAIR Cy) r� V z J_ m G r CO N LO I O P L0 Exterior Research & Design, L.L.-C. --I Building Science and Envelope Consultants ERD�') Certificate of Authorization #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 accorclancewith Florida DCA Rule 9B-72: I � ERE) 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 riot owned, operated or controlled by any company manufacturing or distributing products it tests or evaluates. 1 Robert Nienninen, 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 Nierninen, P.E. does not have, nor will -acquire, a financial interest in any other entity involved in the approval process of the product. Please contact our office with any questions. Sincerely, Robert Niernithen, P.E. Florida Reg. No. 59166 General Manager, ERD Ea5t Cell, (203) 809-5614 Email: robe rtnoexclesign.com Main Offi— 2412 7"' A- W - S.te 101 - S.zt11c, WA 981 19 - Voice (206) W,00S4 - Pa. (106) 467-5840 L.b.r.t.,y: 600 W. Nick —on St. Sovi., WA Vil 119 - Voice (2Q6) 29e,1420 - F a. (206) 293.3 130 ERD East: 2 Mattoon Road . Waterbury, CT 04708 - Voice (203) 5V&-IRH4 - F (203) S96�7OSS ItU."11-VADE COLT11 rY, FLORIDA MLIM&DADE FLACILER BUILDING BU"ING CODE C01dP1AA0t,L (ATICE (11CColl 146WESfF]AGL]KR8rRFET, SUFFT1603 1111ILODI(T CONTROLDIVIISION NO'FICE OF ACUPTANCE (NOA) — --------- Southeastern Metal Manufacturing Company, Inc. 11801 Industry Drive Jacksonville. FL 32218 Scopl.: This N10A is being issued under the applicable rules and regulafions governing the use of construction materials. The documentation submitted has been reviewed by 14jadiii-Dade, County Product Control Division and accepted by the Board of Rules and App,�a6, (BOR A) to bc used in Miatin Dade Coturty and other areas wherc allowed by the Authoritly Having Jurisdiction (AHI). This NOA shall not be- valid after dic expiration date stated below. The Iyfiarni-Dade County Product Control Division (In Menu Dade. Count)) wid/or the AFU (in arl other than Miami Dade County) reserve the nidu to have ths product or inatenial tegted for cluality a,stiource purposes. If this product Or material (ail., to perform in the acci,,pted mariner. the vvill incur tile, expense of such lesting and the AfU may unnictlialcly revo4, modifv, Or suspitlid tile use of suda pio4tict vr material Within their jurisdiction- DORA reserve,, the right to revoke thn� acceptance, if it is determined by Niiami-Dade County Product Control Division that this product or aratmal fails tonIcel lb� requirements of Lhe applicable building code. This product is approved as described b�renu and has beec dcsigrtt�d to comply with. the Florida Building Code. including thL Iligh Velocity Uarricalre Zone DESCRIPTION; Weather %'cut LABELING: Fach unit shall bear a permaxteru. label with the manufactial name or logo, city, state and following Statement: County Product Control Approved'. unless otherwi,e poled ill ]RENFWALofthisNOAsW�l be considered after arenewaill application has been filed and there has been to change in the applicable building code regativi,ly affecting the performance ofthis product. TERMINATION of this _NOA will occur after the eKpiraiou date or if there has been a revision or change in the, urarorias� use, airdJor mantifilcture of the product or pi Nfisuseof dris NOA as an endamement of an5 product, for �uc5, advetti�ing or any other purposes shall automatically terminare this NOA. Failure to comply with anvse�:tioru of this NOA shall be cause for termination and removal of K10A, ADvh,'WpI_SV.MEN'1.- I he. NOA number preccdcd by the words Miarni�Dado Coul Florida. and followed by the expiration date may be- displayed in advertising literature If any portion of the NOA is displayed. li�,n it shaft be dolle ill its entiletv. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall he available fur inspection at the job site at he reque5t Of the Building Official. This NOA coriskIs of pages I through 3. The �ubnritrcd documentatiou was reviewed by Frank Zuloaga, RRC. 0 Thrrida Building Code Online NOA No 03-1008.02 Expirationt Date: 04/15/09 Approval Date: 04115104 Page I of 3 FL # FL5027 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer LL Building Products, Inc sub of GAFMC AddreSs/Phone/Ennail 295 McKoy Road Burgaw, NC 28403 (910) 259-6374 ext 244 sboehling@gaf.com Authorized Signature Steve boehling sboeh ling @)gaf, com Technical Representative Steve Boehling Address/Phone/Email 295 McKoy Road Burgaw, NC 28425 sboehli rig @qaf. com Quality Assurance Representative Enrique Morales Address/Phone/Email 295 McKoy Road Burgaw, NC 28425 emorales@gaf.coni Category Rooflng Subcategory Other Other Subcategory Ventilation Compliance Method Certification Mark or Listing Certification Agency Miami -Dade 13CCO - CER Referenced Standard and Year (of Standard Standard) Florida Building Code Equivalence of Product Standards Certified By Sections from the Code 1517,6 Product Approval Method Method I Option A Date Submitted 09/06/2005 Date Validated 0912312005 Date Pending FBC Approval 09/30/2005 Date Approved 10/11/2005 Page I of I Year 2004 EXTERIOR RESEARCH & DESIGN, LLC. EWV 2 MATTOON ROAD Certificate of Authorization *9$03 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 ofissuanceii: 09/22/2005 SCOPE: This Evaluation Report is issued under Rule 98-72 and the applicable rules and regulations governing the use of construction materiaI5 in the State of Florida. The documentation submitted has been reviewed by Robert Niernmen, 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. DEscRipTiom, Catirlage House Shangle, Centennial Slate, Classic Horizon Shangle, CT20, CT20AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 Ali, Landmark 40, Landmark 40 AIR, Landmark TL, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL, Presidential Shake TL AIR, XT25, XT25 AR, XT30 and XT30 AR asphalt roof shingles. I-Aseil Each unit shall bear a permanent latiel with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. CONTINUED Compi-YANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify ERD or Robert Nienninen, 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 De done in its entirety. INSPECTION: A copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 3. 7 Prep d b Robert J.M. Nleminen, P.E. Florida RegiStriation No, 59166, Florida DCA AN.F1983 CERTIFICATION OF INDEPENDENCE: I' 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 lay any company manufacturing or distributing products It evaluates, .3. Robert Ntemmen, P.E, does not nave nor will acquire, a furancial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4� Robert Nienrl P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process Of the PrQduct. ]ROOFING Assumw,y APPROVAL Cauglirv: Roofing Sulr-CaWry: 07720 Static Roof Vent Materials: Steel ,rRADE NAMES OF PR0J)1LJCTS MANT-TACTURED OR LABFLED BY APPIACANT: Test Product Prodget Dirriensions SM. ification Description Weigher Vert Vent: 4- vi'x 19'�x 46" TAS l(K) (' nitivarrized metal roof vent Deck Flarge: 24" x 52" Thickness: 0.0217 inch, EvitwtilcF� SUBMITTED: Tesif Azency/lidentifter Name Report PRI Asphalt Technologies, Inc.. TAS ICAI SEM-002-02-01 08i 103 APPRovm) APPLICATIONS: Deek Type: Wood Deck Description; "Ir." or greater plywood or wood plank System Ty e Ai nriaahmeri of vent forshingle roots Cutout: Mark a 31/2" x46" opening centered between layout lines and aligned ruminurin 6 inches. from the ridge. Set blade to thickness of sheathing and cut opening. Brush away saudum and debins. Installation; Vents should In evenly spaced on the fear slope of the Toof. (:enter vent in opening and set it in a IN' thick of asphalt roofing cerril Sawre vent to the roof deck with 1-14" galvatlized rag shank rocfing pails spaced approx. 8" o�c_ and I" from thE outside edge of the flange, Use a minimaurl nails per vent Seat all nails and vent flange with an approved ASTM D 4586 roofing content (Sce drawings herein). Net Free Area: Refer to manufacturers published literature NOA No 0,110,02 F%piration Date: 04/15/09 Approval Dal 04115AW 0 Page 2 of 3 L =odel, Number or Name Description 5027,1 R10 Ridge Vent 10' long aluminum ridge vent - in embossed L mill finish and colors Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: installation instructions Approved for use outside HVHZ; ithe Verified By: Impact Resistant; Design Pressure: Other: ARIG Ridge Vents shall not be Installed on roof mean freights greater than 33 feet per Miami -Dade NOA 02-0524 ' 01, The ARIO Ridge Vent complies with the HVHZ of Flooda Building Code i v W Ceirtiricate ofA.Morflattloari #9503 ROOFING AssemerLy EVALUATION. 1. SCOPE., Product Category: Roofing Sub�Category: Asphalt Shingles Compliance Statement; Cautlage House Shangle, Centennial Slate, Classic Horizon $hangle, CT 20, C720AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TIL, 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 try CertamTeed Corporation, have demonstrated compliance with the Florida Building Code through testing in accordance with the Standards set forth herein. Compliance Is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein- 2. STANDARDS: $action PmRcm 6nncluo x9pur 1507.2,5 Physical Properties ASTM D3462 2001 1507,2.7 Wind ResJstance ASTMD311 (110 mph) 1999 1 1 Fine Classification Ut 790 1997 3. REFiEREmces: lawy Examination Reference patft Underwriters Labs. ASTMD3462 R684 09/21/2005 Underwriters Labs. UL 790 R684 09121/2005 Vndlerwrlter5 1,ats, ASTM D3161 (to 110) 05CA1577ti Q5/12/2005 Underwriters Labs, ASTM 03161 (to 110) 03CA12702 06JI6/2003 Underwriters Labs. ASTMD3161 (to 110) 99NK26506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) 03CA12702 05/27/2003 Underwriters Labs. ASTIA D3161 (to 110) QSNK22800 06/22/2005 Underwriters Labs, ASTM 03161 (to 110) 04CA32986 12Y03/2004 Underwriters Labs. ASTM D3161 (to 110) G4CA11329 05124/2004 Underwriters Labs. ASTM D3161 (to 110) OSNK14836 05/22/2005 Underwriters Laos, ASTM D3161 (to 110) OSNK07049 04/15/2005 Underwriters Labs. ASTIM D3161 (to 110) 99NK29506 11/23/4999 Underwriters Labs, ASTM D3161 (to 110) OSNK16778 05/12/200S Unclerviniters Laths. ASTM D3161 (to 110) 94NK9632 05J15/1998 Underwriters Labs. A5TM 03161 (to 110) 03NK29847 10J0312003 Underwriters Labs- Quality Control R684 Current 4. PRODUCT DESCRIPTION! 4.1 Classic Horizon Shaingle, CT 20, CT20AR, Patriot AR, XT 25, XT 25 AR, X7 30 and XT 30 AR are fiberglass reinforced, 3,tab asphalt roof shingles, 4,2 Carriage House $hangle, Centennial Slate, Grand Manor Shangle, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TI, 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 fthergass 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 Issurincet 09122/2005 Pose 2. of 3 LiNUTAITONS: I � Refer to applicable building code for required ventilation. Z� The installation sball bo appliod it) compliance with the rultnufactlarers current published application Instruction and the requirements; set forth in applicable building code. 3- This acceptance is for installations over alaphalfic shingle roofs only. 4. W;ather Vents shall net be installed on mof mean heights greater than 33 feet. 5, All Products listed herein shall have liquidity msurance audit in accordance with t1pe Florida Building Code and Rule 9B-72 of the Florida Administrative Code, DRAWINGS ROOF FLANGE NAL PLACEMENT --------- -- END OF TIHS A CCEPTANCE 774`07 ,1Z FIGURP 1. FLASAING INSTALLATION NOA No 03-1011AL02 Expirradon Dater (1,41115AW ApprivatDater W5/04 PW3013 EWV Certificate of Authorization *P503 S� LIMITATIONS: 5.1 This Evaluation Report is not far rise 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 riot less than the requirements of FBC Section 1507.2, 5.4 Ali products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 913-72. 6. lusTALLATtiou: 6.1 Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Seaton 1507.2. 6.2 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special methods of fastening are required, 7. LABELING. Each unit shall pear a permanent labei with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REquiREmENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANuFAcTUfUNG PLANTS: Contact manufacturer or Quality Assurance Entity for Specific information on which plant produces which products: Avery -OH, Birmlingharl Ennis -TX, Freemont-CA, Norwood -MA, Oxford -NC, Peachtree City -GA, Portland-CIR, Shakopee -MIN, 5hreveport-LA, Wilmiriton-CA, 10, QUALITY AssintAilice ENTITY: Underwriters Laboratories - QUA1743 - END OF EVALUATION REPORT - ERV Evaluation Report 3532,09,05 FL54" Date of Itirstrancet 09/22/2005 Polar 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" ox, and 1" from the outside edge of the flange. Use a —ilir,lineir.— -f I A —il. nnr %,-n+ Qxanl nil ir%�ailc clinrl warrif NWRE 2. WALL FINISH FELT vent base IF—IFED, 111—l' - T—"$";. "I 1'%%Z I IN %_7 1 1 S'L- $ZA_Ar: 6 70 6' �11�1`E W14ERE fROOF MEETS VERTTICAL liALL '-P �l T BA�PU F.4!��NG (RE,aU �El) 'IT A� - A !�L_t �ELVALLEY SFAr,,"T.1P,1,o _'A SEIIND `L1,1`iN1 IOW pikil, F.0 �AD FXTFN0r`,r,3A 4EKTtCAL RISE �f F1 AFF.ItiQ A7 K1*,fV0,%L[ �IER7 (�,LWALL AT ENTR� W_ �JzLi kR s �,p magxgg g v:r -M 3�, ggp OHM— "KIE V 3A Z, N1 FLASHING DETAILS FIGURE 3: CORNER DETAIL NOTE: TI-ItS DETAI� IS RE( "ZC A FALL VERTICAL WALL 11`4�1`�_RSECTIONS VVI fH ROOF VALLEYS & RCOF CRICKETS FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION �]-�EREF l�Dvl�KN�;sTIIFUI,Q� 'Q (NO SCALE � Or I Me I Ww%" DANSCO ii ZE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Floticla 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 c:i CD Ln U-1 Z t.-C) 0 =) Ln Ln in CD 10 %D V M . Z LLJ Cn f`4 2: 1 DO _J 0 LL op = , Z We (n M < I.— OL 00 Z Ln E Z LU M 3: WLU Z C) C) mi %D F— F— LU Lu C) V) I 0 < W > CL UJ 0 V) W < CL CL 100 < 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 AFER THE DATE Ir IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION CIFTHIS DRAWNGONLY. @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U-C AND THE CLIENT ON THIS PROJECT. ANY REPRODUCtION OR UNALItHORIZED 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 100 (D Z 0 _J :D co C) N I IN LO co T_ LO T_ 1 -1 t I I I I IL I I "Ma. "Walift I'll 4MUKRIS-1 Him— Kll,� I .,. I I i 1 —7-1 1 T— t a I i � e e d I, h j li g I e A p I i c a t o r q %I ,I r ii C e r I a i n T T, e. d S ',1 4 ri F, I e A p p I i c a t o r 's M ,I n u Itir COURSE: Apply, A Rdl Shunifle m the lower 11111 c- .1 the 2NU THROUGH 5111 COVISES, IST GOVIRSE. so", -ecies, r. his verdynell a fifitsengle al'so Heres a Tip....siue her ireys Liev, yeld, vt oj'somie, we ou a -ifuytiyout oda Irbadwis p I, Mike lbe� beew one, Andl W 0* he Rolli with It. ed"of the ONE CLEAN -DECK APPLICATION METHOD ONE ROOF -OVER METHOD FOR 11iffe's a 77P ... i, otefutiabidgkofoobe. smI outiftlagoike into , etswudfi&�,, yis, ostilfie(posdidthoplialon, . Ior cI-, k fi, this It ENGLISH DIMENSION SHINGLES n'sneffirstooll-otiver,ti'l- ObIntiotoe no" lip en to Istry, Aftalbato'd q` 01do koxer kit -rac, I the of, tab, fivuh with the di Feet, to M boti, D- L Bulk. aeof FOR METRIC DIMENSION (111Y," x 38%') CAUTION! Failure In fillcol insducthoo seps 16 senew vb brenn, Iven fibl subse, cousso ("floere 13-1) AND LANDMARK TL J11314' IT. 40") rook, t.,, cl-keepherAndoya, M. lideverseb, pato,on! Three -Tab Shingles 2ND TO TIM COL. AMR: ? SIX, Laminated Shindes I Bight th, -Od autoe � evince Voll Ill, [of, radOl assbulgh, LNU, 5314 COURSES: SHINGLES PREPARING THE AM I Let " off the left end .1 the finashodigh, mid sts, dily plesc, for well a, little, Immiumt, CAUTION! fldt.,� -------- SURFACE FOR 1141RCHINEG fater a. Apply [be 3 9' bult joe" - add b_ One find-�.._ -applying die 341"t" III- �,yer k, ft,4dre 'hul fluso 2 STP-1 I "AMR COUISTE; 5, Aber, Ito o- shinglie belf was, ithentable Landmark Landmark M5, Landmark 5 b - , '! -a" - �:i vt�,o,. w"'fifi.) Itnif-COURSE DIAGONAL METHOD elotele y,lat the ef"Ja -shenil"-dripassigibno"s 13 hours too close oignther and ony tuation'tio, Pa.,." MA, hot surf- A ad .14 loof. scro'hk os sn"Ibb, by, 'ef'" A the paill, 44 attandaird dorc-01, Outtjk�flhno,, astrunts Off IrR, im" edge free Landmark TL Ultiniate, Landmark SpecW - Impact Pestsiant, 2' Too" the, lop of the - bid*' P,c I suite-uro, 15W AM I I lye I read- SpIkaod Plot flat all beckled, raitcl oth, it of dosbhy;bu, th, appindsvid, be lbaoo edgy Of ddlingIns 4. Repeat the, prXeder, M COORTLOG, coludides; Ind roUM bernol in the eyr con-, Flifee,ort ef post coortw. only Ishiloced To i' -6 �tvaxsdjmt Course, hip A, it blch�iuq The eient, I.-, shoold CA OR the W red ,fib, arS "Who, andmer this photo le, law 'HE DECK: ent-hog. shingle, 2, f., Wbodsatpe, 'Abctdsc�ape PrEamnin shingles use aIvarbable frand Cerpoi&hL die Toof Apply The ;91 inch; peds: coor add abore, 6, fies, - 9",. 'Ididdlea bo;kifilctf, to the fabe� 2. Cut I'l, no the ff. �hdaplli of the thard ceplem, melu.se 41O� to, red, It ibirigh, 5'Aporr, led he kit ced) lb. the pnyinas odideolto celow, Apply ted.n.Fired! . roapared Urounhucil grsc�diao A sayor 2� Oil Well see sided the End .., obalId. and .Uh me -Ol- ....... of felt sholigh, IS hot mA oweeptalbir finerunwhO L,?,, fee bob.. 5' tab reduce, of den fireet-.- ebmee "Forest it pact Luo.11 the "' I.N yo,ed tiootmd is- throecood. An piv oow fiN C myo liffe, lovOrl'A Y(ki? OBJEMET., (Figme, tt-yt of leakeffe ty. qEdietil, En, i" le, rad"p, molod. YrANDARD 0% SITICUP, SLOPE Shop), GO WhourGITATTL UWIIVW Of Sh� dederlayleentandolina ATTIA We telgest Thin all meril, ceirryton Aasandship Adby, long n,_1 3, henall -Sittnou 11" - �Inoyd in riplo, I I � t 5 yentak 6111 Ibinat- Note 11 17. /W ".6 he liked Ills, ated all' lidnarAWR� cards OnAn Shin the bdl,,,l,- INSTALLING ENGLISH OVER METRIC To kidders The Insnecrprocilehurejifir oessira4ling -in 1, iferserallb Perulend. Apply fliet aud usivardeld'A. Anogivs Agail,I the engina; pov- in �ioaida V TW Old,, he Gone befI I -- ------ ------- - --- - ---- --- --- -------- Dthty, mephed now I,- ourt" W"arribi "d reconfiveddled. IT le, Old shingles (Fig 3APrJy the Previously loonosed Pi'tilim piece Illy -,ill Aboon the 7Z, team the '(reCe Pro" To'Statti"I Ce "suillUA I loll'u,", W 'lt '. IsImIll'ift 4 1,, Rn.swrq, - t, comervider, with couse, cifil Those 'Seetion 11' shahjus 1. be tes, 11,22), torlarnatted sbiril ingall the 21' Riegrenc, - ,it abine, thOreocild counde 51gol soo,twodinal to armle Willi IB be oIrrotly mbeed, preei 0 s uslibrossindlazzigh oltensdulft help present t1i'll'oer"Iteg.le- P Jerxil. busted'up ifulds, th,' -Second, I, "hiniff! CHIMNEY FLASHING raipose A Aided" i "'A' Is 3 -1 repilit, Oader Ill, 'Ishode .4. throe-fab type strip shingles. iippl,, the piusentenly moneyed I V lung p- Aer ind espon, The i lop, the pnI reesioed sling; i fr if., -dod loamide To the easta edge Of The -L This sedl help hold The fina, 'quideb" 1. dief, mOdspee 1 is/j'soy jti3d,� The Main 10 --------- Intly Soon UNDEISIU1,YNIVAT; On, hues ,fy,;,v.,qr6uArd' tANWWK'SOW� WOCO$CAPV SERIES, sInyip Abingh, C41MON: Uw, or Other Gemadledirso lemalord. Tery -ft in "NIESTING,' (ONIBINED WITH THE FIVE-COURSIE and abOyy the kordt,,ouns, shddsd,� course Ad"Fity, down mid Mode good mention, atishm wind arbimbige of conoty diniglos-poroul to etandent shouid" . Ith, scsfunfullefing shhagt, linielluent. .1 it"queenboo., " sie las", SUCCEEDING COURSES: Minal step Flie,liket; LANDURrSMAI AND LANDMARK* TL ULTIMATE wo Af0cess, 11 Apply 0`1 firminealy, "AnNod "' 1.19 post, from Its, rccona I, Ionoull a hill edougle mysolual the right cep, of each 'Idattle to At init it -Ibildify a( cuonclog at India .- ses'll.m.f.. bid,. 1". idu� Ill-offa, who, Andit as the rAnfedgm objeloatireatili, Pddbrrn� ITMORAIL METHOD CISEVENS AND MIT111111r) of 36 15 no ) y,,dedji 4upit, inionaltunce, hippel, 19 085 usid) 1. goes; 44 aboo, hol.pxt PrAnoodre OP the ,Aff� 21, tio- -, add base the fuh com. Anhil.. ENGLISH DIMENSIONS he in, eoto"O"T The speps, tor "Poilluoit is;lbm the nes6nit onliewl Ff, show sheade" Are one . R a Gbrr glatis I, ast 1. p roent'. A Class A NOTT; N.9-9 ia Pofumel - 'brielpo' enctoi, .1b,n Iug cuorse, 0. thoolph five. opeonnor U Course out'henjer me 2. Uopplote e-- scry. d e ne"T full "fordo, coverling the commen 12' by 36' shisli - iddic, romeital G. r yInve, oldodl� Vicifuldiog on 0b, IntAlect, BI "02.1 went bVindi I to I t S In h, I o 311ARTER COURSE; Aide 10' oine, (IASSIE HORIX A W�KOLV PAIRIOT-, The edgirefth sake wd eavcsby'�2'. If younre find using ship gle lifitaiks! the epl! rd,� td-1, TU ROOF DIECK' f4UST BE AcT Ulbi ',1V (9 t tons) there 4"(50 rny,� - onovese, d do. -1 take indboduage a the fail Reono, tab elpeelvol eacrenty is 70 mph, 80 cupit, 90 edph, or 1; 0 sysilb Too, *1 Sma troodsh foe. I (VoIrtt to: -1 se"A'), la, doce-tabel- I-- onslogsh.6 -1, bes, oil Look, heise, N."ag" a., 0'zibed Erhou I, es carry appill'ars. ovelvi4eare-od, tiplabi'mi, GONUUlUjNG UP M RUOV, At am, AT M K AT La, I.1 Lu, phyood� Or 11 nuo thict, o"wo4nal V i i,�, nOrl HAUF-1111 METHOD edge, Ins the aorle, shiegle, expeell '"l, ill, r'dee md O� N "c'. The in-ulbel000f To gegiisfidsided-on Aldillbe 0 0 ntedic naeriens in"casis per, In 80 -ph. 90 elph terifisbur lanarstull C seshinsibilglus, with the due, tab lie so RIG '25 t4tl"! OWITNIANG UP TRE 8001F., bbide, with A 5' topteanne. I coned., METRI(DIMERSIONS thiti, wood dk. 5. P.ifin the 'PrIn, .1- "I'log The fele, eaull: the Ircloved shlogile a a halt, Timor labor ammoden Ill= the olden limanh over, ab ent . m TO, Ed! ac�, it To I a I, - Ou I lend owal'i "g' you-, naftend he while, at v least -A, in b"Alw0vore, i?-�) differentili 1. Tiegenuelgagant verb a do �dvqleoupodtder firt-cumesc parens ya. 0ee, iiiefer, I t-ster 'Poetlorinit, ill* 1 sul aops� 45�5, enfIng �rriurd it ..I I-OiTured, eacced, urt 'icyp Aup.). shomba, ). on -,it back die nab., . dim ne,zig Is tip the IA, it,. CT 20 AND XT-30 COTTE) WEADIER CLINI&FIES (ALL SIOPES); Apphing Wupsuiinl�nol Madill, vereefidar job. bill it's 199 . vy ddolfi peon,ttl, pp The ien 'A, ( f3-10-seclit) P..dlA_ IA on theI, "hiply aI offas" t'adingenct, ,fall d4l'binglu 21 F Wqirm "R � I ill In ro'f as s _PPyd datfoew flehion oting j� "envacrokal ohO,-, da", 1, 1, pro"A 1pondiemBat Red sibigh,; love the idsfafieralodly too,r quw�, no no P it, qtdolkrd ,u o, lie" I� t, or A rAd"a,. to 1517 COME. %G,Itfil,,l".pe�:rdmdQyeftG Int. 2. Fill�da lourseu - The ..it. A aeoppedil dog .. I bohine, .4.6 who they ase ISTIMI I,,, if- s It, by the - Ibmllbe,. n. puks bad birg1O,, DO, 'It net, Amos Sell actoas WIly 'If Iye b"i'l 1-o' WGIRTrIiiek QH' Iddistre, bih prood. 0/2' wide .Hi.8 step. $,wya, �,,jqfa VI!, I'a, � vl�l ,so", 'beel --- --- - - - - - 17 5,e' a Bar Roland application than Invehis liked nlfg�_, and ledreps. 'wo -- - f j, j fl;Ohlog ._� 1. Theritest Onduse is undoid 10' by 36'ship, nowde by,enadi sold Wealth, bormlard Qualebra,13i houtriog A.- - - - - - - - - IMPORT&NT. Do uA sio Jones Of Aldogis Ill- [bad t i1i, fro. In"Id"I, In, 'non;k., l.kl Ed: 1,1 l"', good I,,- go,!. FLASHING: CollyiI.on flasking -1 be .,ted hellielp, tooton PV- la I Nior Afiedi6rou rismIde itesore. 41! of h,- po'd, f I GLI,,, I Krf lesen.- "hod. eldI v,h"c u l .0 atteille, tolf, achilnel Or ntar (Sceft- Ij 'no, mullics, All Certal.Tord dr-ret, ShiriftleA der mash, W we at Aln"s Ill. Tun- a .Of. tdbu the top 4, of Ill, 10' alops out it,,) bou op, luest) modest JP4VMAW Do not clip jrinut 14ahlogie, R b A I I? r I I L-didaturkSpedefid al inprOletisiarnmedidreedallyneatifindfac, IM ROOF DKCK' MUST BE AT MAgFt!,�' (9-5 need) Wa ONE ROOF -OVER METHOD the hi, Of the ellittithe, M the old third u (11(tody, 11,22) hend with It Mildhound fillorglast -I.. 111 -0 lit Z 04 A6' (I I -) thick Or ed, doemoal 1' (25 kese, ill. 3,�' fireen I.,, another An, unroof Lhtmouo enter, Ed. A L, W. di �Araau. "brar d- rien. 9L Thee, smferoboyl. dSs` 711tr 1. Anagin, FOR METRIC DIMENSION AND SeAsm: 6hoIj, s, low, be debt,"d if 'h"ah, - pidi'd 14- ime) thloc vooli dioll, o', it y", % ;�f; n fn, 'pul dep, o'kOg !pm the 4'e'l, �,fl I in -A sesdut and nu, r Intel, dcl.ed h, a 2ND COLRSL, r : '18 reens, It is Atoll reconindeaded COLD WrAnER GLIN1,1118 (AILL &10P1S)!Apph,.m WMAiloodol these P-h- har, -11olo, 1, Istb',sts dv 11-1 W04 1)3*',l -4,d o[o" a f-tiothl"one t"oda"Won If au"Itei h- 01)1 Line staildit by cenoTing tl�dn . of ovi to obeen the U122 Q. 6' ffihc eftuml.1 Aftell aspedv, shut k,.p odic efdoa LANDMARK TL SHINGLES orq., utuc,. ie�d hated "Alno, .,y b, toce-Y, Clolai.Tio'd Yvildelcitald: ripo, si. 16 deangledealib, poNdono e(,. Indid-up, 3. sys,15 dicee-abst piece . the lou" la 'coraeor Ie to, P, eyninotarciting Shmold shier 1i,_,00lhydnoedFJyd.k apphooG. efLIK"Anatic, c (AAMON: TO poorli, to,nn h9t luffienothy yam fibeigh." -to ill int'i Ul. 22 18 1 ErI in the old fourth course (Ftiluo, 11 2�o T_� roof soduct As miespirset to Ul 1218, Clays 4 wilbout niond",lolod hit 176.9"', 1, 01 bu,uml; f�,, Inp, hdrf. aud vollus,. VIFUCITR CCHIRSP: To Inet consider Be, Make sere thror L, '�' eyerfameteng lye ratices and eve, 0 ;t, joypocioloviden, cq ithides. -Asou at fill.4.Jol tror Lip eb dhn� Clues � itopmIll"i'asoee limit d .I" shidsh"OLL dopinote., lo'e f'rtskur,"! Ityaut, flpi",t In. Iwr congIt 2� Expoeft-Ifflo, Rv,t cooree(ostly) b, 3', Mt oxceedingrodante FLAMNG'Cer,o.-illcM,-�( Bashing (onseblated to bell, Present Is urd f" 'cof ev-, S'Plk NOTE. XT3D IR -o be wslalk,! c, it cle. JeA I— or- The', Wi-RoyruiPIrsaug TO JO0. isboi 14onSbcs free, wOrle she to., "ho lat"hern ocilinedo. wflid.phyete esp.,. fffin erriong-T! lappor, loticiuds-it anoth. reof'It'lerearoyotaber inbeingeyeAk avon drapetustais dqp elh;,� uteetse eso, shog"s-l-dod di.eo it. high,. du,,Ia- defe., and a. C-cles P'noo"Ro. "redle wartese, string 34'� d greasoor rtip, I wars, Idth, lk limedmark'111. 11 Ismadhe ia oohle, Gmew 9, Mourn I.Adeo, ded sweirstato . ol. \ aorts) !. "kauldt, Ll. '1218 'unq, it L, .-gly "'.lrieed'dole andey, .11rlI all I— Ill Latellate- design ovathreas lar" Iveniol Material To ponew Recuarabor theali M�O, "u-,"enot"', - fill] kegill nettles in, arpact ,easal'Ap oneh, hOo, lI` YHR "ittot" 111 41 thh4i lonso, slb 0 -A chakeylc� tirset to. be depased dIdleddes me applied 4 Aumb! Ity se ,hoe . sumbie. t. th, - Toy, olth, ,14, Ilars 4ND Succruell COURSES. 1,morducal. WUNG! %nhese Se, Russillol or ar, hil, end ndg". tiorce itnid dis, .1 NOTE: Soin rodar, ch at 4'e,prowe yddh the- esulplon Of Lienfinuart, TI, closed elit ofilays al pr9fitruti in 1 veyether and yea, be, fard-boasiol by airfoon. it - Is HIPS AND RIDGES pb. LL .12!8 Cono i i,houl .Owd 5 time, V1.1 be it-, to CImmoTdsehou;pbddg;dIdrq1.� Ci ifileyelefire arintroulatene, 9 any hinfile; how, out roith�d .111 a Iftlodablo Ill sion, if The re,,f For, daver III? �bouid osynew de, oi, sid ""hera-emenoutitaiii I loylp.1 okpoo �p hpalt" "Itio-,ki's, - -ia- 1. dil, - be . mee'vimt of sullhinlue end Vt' abirml. IN' off the left lood) up do, "'lle, middienisociell whaped VPI?hR% Lmolimmi; TL- h.Gevv cted-vol line Te"IlA, limit "'Joil lot, he 4ey-ey, d uasaat,�� whendsposeve,steod "I'4'sviyourecilltrOmea.doid. 'oeii- in sugh, cidderve, (Irpo, tl,22)� -iloyco[ened 51/0. the pl' n,ks I., ,Iudi (oluouled yon,el k,, A 'nalit'd ren"Ti, shini, , tyr, yopymfo,�, 'kit* a. at. Al�rritarde-VnIon seillryl - -111 Wordide-lbil Fin cAurpoN, To P_ Iu%L 'timidn SOR -ambirfiffieunfly- 13-15, lion- , A At-1 SHADOW RIDGE ruqil� bit ty A IhIlroy"d "Toso.". hm I. Continue dh Fo4worith sonn'ttrR, offirghts [no, the hose. me full k.gl. with tinue fiessones. 1meg if. light hand Th, nlootratiou (Ftemo, I SITOIO, an idnabeed mothendoode, louddivil I. kcdoeti-kornmend shood, - IR,dAr and h, SHOICAIS I � �, � 1 to ago. p roper handling (e, Insts, 61dge, and yAky, Tan FOR BE?$ AND RIDGIES Tab edge ndasased ofil ho,,. chuoof fth . 12' by 36' F."'dirrecasese nurok, bect,con damaged when lepId on, th, aftli Naills - \z: S R COIURSF� Nbedoo Ritto sharifle, [Gse a ys�cuhsd.,hmbnI line that is desateied o 17 me, faryboled. for L-d-A IU. sublie, do, don alloyind WARRAN17i ficteremint int Ill. pointer, If- file lit ramsed I Reneor she od,, end the lots 2- fr.yo ,brothe Ability olill Mtxt itu.-Off, 11, h4i-,p the �,-ar fire -j. Fast. thetP), pinces offirdid, Using And, hisvin- If lie, tw eng lbecalee, TO" liom cam tous, to the 5 Ils' � ce me '(4f-vedin" cotappoonut tbcoe sbus;Iii-Shlyllk had mons the Pic o'd hoe, aod IS] COURSE: Apply a fid dud* 9 the lower fvft entionor of the Thi, eudile, aseed coanae is 'n ill, ube of the Brat - ST11NOARTO OR STEEP SIOPIB UNTIBRIAVITHINIT, Sherigh, ma nomittlaorving dipect, Add CoKrtA by live or Lee yeast of e. 1-ung 5' by is, Ftop" dould unifrofted .1, pe,ces. Sayevdeaul, andaidde. into sprepmed I STANDARD oult, on" Hoag, Arth be sout", ..- (Ftleoles J1,161, Align all lop edits, with buip, If Old shinghle, .4 *' blips tell- nerson-L istruter Stiasiter, proportion, Sen 0. wOreal ftselffio.specific Jesuit and 2. Cia 7�affdp, loillpikeldt, finstned, apph tho IJY unweirdogrder, tuderstnoel dacedmg.kSTAI Te4*9Typ, I emilmot, In -gled, to cumup3-tababuselica, Fit letw1m tooih WyOwerid, . Iveraildento I,, WIPLA kawla. d.- lumbar, a qw, stai've. Ineffith CaisabTelafoi Roahts 14M7. Slememetrit-. ., Roeffrairs"Ot Ifivismew. ear 4 ZZ shumd-11 hoolboo.raimi belemoosioneoffle,died -- of -thechil Red -,- AlLbOl-erldis,oal", ."ohingeogien de.. 2SID COURSE: Cut � �Vl 6' (It& of a eib, ,IT too left ffld I , y1andin, CONInFONG THE INSIALLATION� e,peandi enne, /" it datte Wire mosed, 1, 0 In, alip odo i, Ruerdth. nosh antiflue a Toy Otha sordhos reonty. T. preferred. 55 it, A.-, leands beho,' fortittlerlinArtmentatil Ioed. Be- fa Idivegio; alaidei flit imi hured.Able, n1l;Pplited homf1r, in dellyse-wen, outems (N. 2-8) with i, Ottlear- G, the Lov s"I l�NDERLkyhwNr, note lawer 4 view 'GuAl or I. '."Indn"', 9 raltion.b. PIT, with the 1,41 Lag, and "rohp; die sm"at" 5'/1 leltermiN. Whicider, Refilded-A catch "u-, Roune"Ret'ne, 5 * '-snev, ag 'i, cootinic lub fur-kogh "Impur deirge. .1mi; die .no Ie. D. NO, A I loy Stler. -the, . I, upiLal I, lembeftille-An. �Idroid, joysiall, 11! dand lityped 10' Oro I. Appliedolar floster, .of. imeave; Belief him"! ;iLllti�; I -.1igif �Inoer, 1 -2 -hand 4 !�iaw M2 Sope 31D THROUGH 6TH COURSIsS, carls ru p to In ovoinue aidnrit tbernim . mWit tab b, The norse sbae sion elect, .'ery, imsplindlydrelp, hall velty; Ernst no, lethate; tdie, or ly 16 lutf-1,vi, sarefidlir a 0. 1.- helgh, �b . th. At.* moc,o Ito firo .1-headuasont sample - firidge dw shin, N`P Tell. hystaffissis 1-dMk TL - Low mysti-v" are, base, A, zy ouseld.1 and irOlusiq Giessial- hniki un, y-oh . ,hbglr non bell of _/ ft- 13 1A slisa Ro$?e � A-0ates eiwi,- fvf-O, "I -Z was FuIposc IMPORTS, I The In,; cO.- ehinglix, an, -do df feh with .,ab If, shorter �csn,.ff to,. she luff dod) dim, the Men- A, t;d raddA dadmign be Infringer sharply pending, if P H4 sloo,'* andAlptlen Riewlice?.ionch it. -.I, thanifilit"outh cut- nor, highest lay-ifilpentc-es tolueety'loupol TolverprOaftin shint"to;'. -F.Ii-iWidir, - -0:1 1 "lluffthe I ou"411hel.1i'a coo- ifulle, II-M), Qlguye eith C"Doe ilIsI IV- If-18 P.,booebOm-ef, obbaii A"I shispi nodirniods 1. "a at, Wildest -,Inneho Infir, Apply 41 NiGillf. 1�� _Dj 1 11 ; elong16 chinth), The g4ptiodild not be looked bromO, the cyrr��, illusion didet, In, applied .- the suitor f_%FhFjy1bg; uto hryerw Cestaim.6-9M.Tertelicellsalons M-3M4C5-11 1 1 11 1 2 kag. the fit-lol stopIi oils Isobel it Is.ol climl theb NQTE� Mo. Conenuffical 5�'ab Ifinigh, Into, 3 Aoont; noticbes ot Nus, findearce, notteederb placed driagIO mad one fasto-to tho ..fl plaoselfirstivoudid be bel-th, I'Ationtloshe ofthr eforl"Idlegle For, 13 8.,ittatelow arflei 5 _oo joR,4md-W with to 'Runier nm_ 'he f"'carl I16'.1doh, Tab ydo"u, thh'aretwo.bil it- dewasuit ",he rif"o, 11 ffspenect cit"i"ca".1 o4eiskrixu, tre, headlet, visi'll call be I'd . a guide to how -tip the tad-ious, �Jdsl OR top, ounetfit , hinw. I'll 104 6istitfell C911TAINTEED SHINGLE APPLICATORS RASCAL CIRTkINTIRED SHINGLE APPLICATORS MANUAL Chdlpiar, 11 to, 116 Cleydne,11 CERTAINTEED SAi APPLICIVIOR.4 MANCAL 123 126 ChatW43 CERTAINTEED SHINGLE APPLICATOKS HMNUAL 1, GIRT&UNTEFla SHINOIF S MANUAL 6baptatJ3 129 FASTENING 393AI, k (25 poetur C'. Ne'llit, )�Il I 11-., lsse,� _") hgene I I- f: Jdl�- nou, I, *Aer logh n ou? misk-A, IMPORTANT: 411k, �'e � 0 ir onli thilk,11 j, OrIst _dh THREE (LEAN -DICK N.Is-lb, It APPLICATION METHODS Who at les� �,I, �Y, do.) tomeb, alis! 4 can V (15 FOR ENGLISH DIMENSION SHINGLES LOW AND STANDARD SLOPE Install on ools .,I ledtt� q", lie "oli'Map "'Thfol, ENGLISH The -dA,j 'k, Coo-, "Mad" Siol"d,offt I)Inoul %enhol neahcoono 'the albolate �,, GlI,4, Sfhsgo�Cclang, V,,njerf fbaekiog sntAoF (1) SIX-(OURSL SIX-Ii STEPPID-Off DIAGONAL METHOD I'StX UP, SIX OFF9 METRIC PREP.AR'�,'G'rHE OBCK,� irnt, ard'dayseco, . "JAssli Ccrano" o.d Imki, - dus , stoc, Olshan ji, ociderlaysisird be applied. ret UL 2o, todisne tuderbir- lerl Is, tica-fli rquotd,Apply ff. and OrionAliAL �--P meedueol' -it yere", "Athre" . yosue, kingli,-, oll III, JL ooroi�q ableed. Lip- all lhlugfl� 5 (1251iont, STAAITA COUILSE: fOpoc 1,- 5 !".f.- amtf�, yjS9�N,4* 1, 1' ,, Ctooffe,iflies' ( 10' 1 36�) .1 a, lotol, I -One. ,j..,a, 0 du,4nP&, fo'n u1nil he lower 5 lab, have k,, ned STEEP SLOPE (Foe- I 1-n;l. lourerher.1o,eAlied.0 ,, I.old lie I— fr- nine- andft IT— of dod, loofine carld' to, Illy off 'I., as Posifilf 1. the easo's edek If Be "Ief m Ole (I kk,2 T 1-4) Asphalt aahng cement pecting vsTe 0,4iK, Type I I I' tqjutnd� _�4�'195)____ _ L- - - - -1e - - - - ouls"linroji, -0 'A', t, 1,1' Icb -ortojery; b.0 olle. tod cases 9 J,ip edis, I, tonnei e;y-im T�ITVIEON! of inefing loneut ... .... ,,� 'johnius 1 Cost.. with 1.11 lutud, c,ourle beogl-s aturdf he c- ifiro, it :-�� HIGH W]40 AREAS IST COURSE: *ply a�ftdl hntgh, at the I-, left . of the Mak, all, Ill flelf, Inge 14, edg,, N he 1 Coe- 11, Ulk, voy DID NOT USE STAPLES. ,lJAI on dw sliTInt Its, iq lo in, floo, 10, eed "'St.., -line i e., �,lno,d by I.,rudyneed, bu-m Lb,in"i hylp keep ditan fr.. Ififing st It*. umd, (rd- 11,8) cco� 1� 1, 1, ,or, .h Ahl Is addition, no, nnkr P soul each aho�!, noll to., pone, of vshiA elong ceste., ASI At D459 Ispe if the Itse of u qviatries, elpolify traeed, lie. I y'. ".I ,equi.rof by (,resulcd. 102 (JOPic, V CKRIMNIFEKID SHINGLE APPLIC810leS IdANUld, 71HROUGH 6TO COURidW (2) FIVE -INCH, STEPPIED-OFF 0, 6' oi th, 16 1& Of . Od-qthe I' la,,ahl ik,, to' p,,c,., DIAGONAL MET1400 mid abou, On bf-lon- shing"L ca 'lot "'to shy'_�ft edge 'fdu I'WfLW UP, FIVE Off") slaror yero, I-t, be ;, talia of the UN ory, *.III, oTosed 4, Got 12, calli,fi,stsbrigrol IS' offillefi, ,hongle efle, OtlothoIns-I, 2,' Ill die fiot stingle I die fifeli t,oti told ir,)'�qo,�,0�i,4,,�gt",fL""i�t, 'ours, -Ipph�,uh with !It left td" I. lie, with fin, so-O, cOlo. (Fig- 11 9) 3, fumau foll 11adito, thela agame,"In, ,is applied (fifince, I I lo- "eAt. SUCCEEDING COURSF.& Acs you -,I up the ralo,, repeal the � pedt'loOl 0bfioe,e, IFOO., ;1-141-ayl Fluid, rbA Io fit werkleft f.. die - o the 'o.f, Firov, I f 71 Sbtedof " lulke4lyn 0 end o M41 * 4eatI. pynes 1! � solloed STAKITER COURSEs I I � Cloaftareedsout,' - I to, 0, ahater couser 'ansoupi; 'it I , I'd ,Rkb th, lou", 5' W,,I I- heed rounoul fay " clese " In"oble, - ffir� favu 'dile, ofle, 4 2. Cid S' -ff the lengthof the but sonceunp and Apply the �Itijiy flicquieremil ,Ltodl so'llar 4 " I the ode. set - "I" yd. 41ap 1 11' sel yvhe. it, thrip me, I, usol bi,,tfarr I I-), ,J. Conliont, with f'a-postanh gArs"lonn "hisgs. abeg 'he UNr COURSE: BI& , It"don r by ppiyum; a, hol shingle W the to-, left coree, dde ".4. nean R,,,b with th'sure, "inco, 2NI) TO -CH COURSE: I. BeSt, thn seeaml t.i,- f? coldiet 5' Of! the felt cael I's It Ad al, old appleng [be �]' ph"'ns, the hru"Oloseabidiffit, flued, wuh th, I'll c* id the first ...... e 'Neitic, red topo'hit ,be (not -is, S, (Pipsare 11�o). 2, Elect se-odiog, lip p, and vidodult be severede nestic, shou'donou od, e sb.* i� silence C,Ifl he left -4) ill. rho,",,neplons Ilks,tion 1, and unablilahO, ill, fi.i cotts. offil, Z'o- upeorung cstle, 3. betail ,, m n as 'hown at rne", 11,9 usic� full sadisfus 1�� is anann, lie In This , nuot in, Joue lIefore cupolInfing went cconses ifterdronsill It I"— ITT'), Tle- y"eOl, U, - ,I In, bus."a q Insunnsh, Sim I" sheng'set, den pamd c-. one thoongh F.P. as 'roupfis in ill, ao-al N4,1.O CERTAINI'll SHINGLE APPLICATITILS HANUAF. ,AV21 Lei He res a Tip. . -sve, too king ;xodlilsi hod, in sea, ed odhe pit'. nist"Phydid. Seap level to mTj Ildra ty , dpar, � A, I th - � Aab I A-hifl, y I his htroas ke,"oessitiolisill Out qf align -lit , o the tridighe, of th. _f ayuf,,.t-qff� - not - 0. bob ovion (rhonk,fir fine tip to Dero LWay, qt�,YldrIi, ilh�ahyaly) 91711 TIMOII(;Ii 1-21111 COURSES: ]i COURSL Apply. full 111JAZIe a' the It- left -fill- 1, 1 son Tb-2 oubirl lourse by intoF I I' A eft, lift oil of A longh, roof, lifill, fieb vith the isaini, cou (Figuro 11, 12), ,Od appl�iog III, .1i' p-e I— I],, --ath , Be,(, �dth the I& edge of the h-coeome diinsle, and vvio,supp the 2 NO COURSE. C ill 6" off Joe hIft cood If I shlygle and apply the -.ffi ,-, ; , I Fig., , I t 9'. � 'i", Pic,, - To, sud codo. Rhou.'s[a cash, whs, the �Ieft e* it 2. Start In InciuOdkoa "oursal up . and anteing ffie-lifth unosicat the EN c"onie 5' 1nure 1141l. ontsc- lose a stente (Off do, Ito eed) Qhad lae p"I'le, "Inels, r"Ta" b ,,I- V SUCcFjEfi COLAgGS! 3� iflnot oldie pi,. for ,ousea eight ito'ehid, cori" 1. Line. he �pplicalhon 4 the --g by lifterIdtfiva he -apir. Suolu Ill add entableb. lie beed to, or- of ase ol fiblahoupbolated 30, 16' at offintleft end .1 A Inthhing)'t fle, r."J'ars 0"fee-con"') Mte 4untive lif 0h, ..op the taLe mItingl-houn. KV- 4. Continue stuourn, savi the ho or- but.,pided so 1, Fams, be foll .4, IMfauserm, kavlois he tyslu),rod ato.b. m [on Inuoul. sv. ou dkv-,. tab obt, andayt-d cold hic, SUCCEEDING COUNSESf F',,,en [ur 311 0,- If shnottle usures I.. fe-ne'I. 1 - R'l"g: don us"'t 'w" Peal Girp" linir" jo-he'L t"'PonlOg 1, This nitens! avid eatthlish the 'i� Inch Offeel �,rilcm Ran himp Pahel, ill, sevs- and BI, -,e,- " cto", ,p the -f "Ibut rh secuni yon, s fill 'holifin and -suirt cash COMFIETING THE INSTALLATIQN! fix,� e,oal. "an, win , 0 1' em, off dne, lot, oil). I, full hohl. loc,, be bented against ill, Tda side Of appGad 2. Cioep�& le tottesei across he 'On! stuhl; fing lotOlis. 'idutiu, in .h doro, work up the cuf frion the _. on, Iloth'A ch_1 0 0 NoR, mAmwm��, Ill,, 5' eal-un. [31 SIXANCH, SIRCU-COIW 2 Ionic Ilot-1 esele It. 67JR-hand hoo* eah ill the VERMAL RACKING MITWO abcoe - porionel, 10, vulaoeur�. oaxubtily lift the fose. 'hinde ("RACIORG-) im, . id no, to a.e danally by tOnnato, i,, dlatidy. Anding, esleniah A, th,j, of III, cison. at, no-y,' and net, shortest 'pongh, dodion"sth to h ll the bulden 'hists, 'do 3 Apply H ful, hnnaill , 'it, u�,ytv phii,,Al hrente, end fAgeric, ill oc Iree end If th, owthe nib lip- 4. g mimesit de, failbile i� 1. alsoria. mieZe-,shooll hing], tobs, notud, apply nuir b hialf,filens limetit no, nght he, b.c. UIT I� Resent less pir-bure (applyin; - veficall .ban,, fis.) te you, I 1, ele The, toolf. hp,e I I � Is hoeseat ailehente, susukv, 1. ths `tueggfi� orhOu., dh-1 I, appentoed hor allphi-9 sion, yPs, SMTER COURSE: douA,.Ao_�oTkA.Ik.p; I NOT of no, shinsey I'A", wliki, the i, I- Oths beer be't oonsoed ocordenrol'i"hoccou hWI,,ohodPsd-Gom'tpse 2 cut ei, OR 0. le.* If be, two oil and Ipso, Ill, lo, rackhr. poliftery, DO- son, fireel- W corcer ,,*, ryus 11n, Woe, fiell, _�Oosd uyernwill; ill , rak it - 111' .6 . It. Odfle is ..4 � or il�' whot no drip inhe L, esed, Col.. with full-length shirml.Josty; Illy a,- ---- . ___ --- -------------- _ - __.1___.___ --- ---- --- /jUrrit',y a Tip ... I te .9 * shlogha, i em, or biounte kf-, �� buielesjoests other h Bi ?bk, oW b so ..ttAmid,,g the,, iow .,f . .. ....... T EIRIT11,TYPO SHINGLE ArPtlCAT0j(S M,%NUAL ('hA)tncrj1 105 THREE CIJAN-EfCK APPLICATION METHODS FOR METRIC SHINGLES I.eaU on new och, the [InflussingloodiontL • The Sese-CpInar, 54, Diagonal yholooll (�Rwdatu • rhe dordide 'Engle ("..rai, by'J"Ill, Scrinod off Unagynen Slerhod-, o, • TU, Idwe,oase 'Half -Tab 14LJuell' SFVUHOURSI, 5W ilWPE"Ff DIAGONAL METHOD (RANDOM 5v Mtn") PREPARING'"* IACK: • Apply todurlitynecte As tenured Cespianfrod suggesei Thai a haer :fAeRgLenaderIlivocill he. applied, for 11 Get re". unlialme ,:. il generally epered Apply I(. All dowhoklist, • Som, h*z,olul drel ooffical J1,111; hoce wease Iltheile, will IV —4 mitencel. fispo��, all doughty, 5 (141 tinto STAKIIN OUT Ifief: 1. U,, (OPAmTed --- (10' . 38 or , slarter inp of the sbuntlea fienit which The J11- lah, hall, beer �d c,igurell-13) e4c� - - - - - - - - - - u tn I e t I I 2 le`,`� halfA. tab Offun, length ffien ft"I ahsoigiul�,odl Beissheipte will, hovethea lualev.libe Toof. kla� ore thee, 1, 113' tali -Intognp, both kcl lend zle, 9 drip dge,, being ... d, if yine me and -dg dq cdWL molon' d'i -,h.p leri'. 3 Commin, eld, sil-lelgo, slarplll-nm Ifflaill- AG,q 'he lall-1. l6i;dm 11-13). Usir CiOLISR.,Aid, . full bi zgl� . be iawi, Itft co -of 0. ;o r4' ill the state, cioue of tht, 000i. Mims, We he Bush Riob I way, Iealcott ou Be oterti, ,if, will eddere 11, oiler fied-Tale oill, 44 help keep do. hoot Rifled 1, high ood, (Fqo If. Ifi, 21,11, THROICR IM COURSES: offtho I& setle ofasheniie and hnull this 3V'A� piece Tell Abnee th. flest eusse itypyl,, by lie, well, de, soft edfir, .1 nO, loveir, onare, ifiteroe 1/- 14). 106 I san It, �O' a the hold dhiagle ot it', hopm Z2 '/), on Gee srsl shetij, . th� fiftli oontso, 19 Y offetO nest Onegic of de, sbib losonc. it 13 W, (he Sri Ibsvtf� of ne n'ral c,ii, Apply larb aith it, 14 it&, he har with the Pic- at,, (trigure 11 -.14) I -Ill fifilaldedle, Glob, get I the an'. applied In- SUCCIFEWNG COVISM A, yocgo Op the -A,, repow the earee pattern teod! 0, stan in,- fim seven Fush The cuume; with , to Afingl", woriougfrove Ot,� ea- up The oof tMINBETANTU N ...,ablin cod h4n. df a. Ill n- de., than qw Enna, I, an"'Itic" and they Me% bo at lews voom the "anh, OR, the dadurieeing ,-, Patur , " 1A �,P;jrieor flie, AOd 7 tooes oan,;`.dAIPe_ EIGHT-COURS4 FM-IWA 5TWM-Off DIAGONAL METHOD �_s o' Z L .,s lontor 15'Isterl-Clonsil STARTER COCITIsr, 1. 00's 104 or.sethet on- 1-bilig Of do, shood. loon tinh the I- I.IA hm, boeu O-,,d Foli- I!- TO � Tordember. the ,alaaft us eauter otearse, should say as dcan, yes possibitO G, Lbt easel chain of Lie reel, 2. C. 31 'If Ill,, issidli of III, 6�t 'sino, mill And Apply at be leets 14 - of 1. looll ill, orric stripsludd ovurbang the reines and - 14" wher 1hp 0p, is -it, ,, 4A,w1w. -,IVA. t; yL ("yetson' who AID ledioneoloca"ors' sidepIt'sadout'he pratow 11, 15) Ptei2l CERTAINTEED SHLNGLE APPLICAT099 MANUAL Here � a 'Tip .... shmal alt The Plerva q'irshiroupbulyou "eredyl to stei the shnfaigleat 011y if* eoif be, orsepkew 1O)v F. .1 * rialeilar .61 t ne, odderawd,lillifiel Ne- usepilec'. oiorler lbeae 4�' .1 the k. or 18' e. the orrien, THREE ROOF -OVER ME NESTING METHOD (OIARDIED WITH THE FOR ENGLISH DIMENSION S.-COUM SIX-INCH, DIAGONAL. METHOD (,SIX Off, SIX 10,11 C49 .14 sit'spro, buk fth,. Pak-_, mid edye,.Appay dip *, Johm fe-flop elihiluni spon, .. b mIphah 'irs, aftni with A' W, 'Ol und'Oryc" J inousuamphot. W,jiy, I!,, FORIonipe peffedo The ful,,CyorIe. Stefireh, Steppi, d-Off Dilloned NeAny; method of • The ratudard apponin,11i of'oestup, wasmobs ;Pbvj 'hortmod, applicanna described MOS fiq tengroysid for voefel, yet, Givinho-LAb run," with do"aa-Cootan, TWW -ftug elaingf,' of 5" c W (125 3.2 cons) eippose., Dualy,read Method", • The, -- aprovioll Of "-up.' ovittomed with do, ab Nothed'; l, combitedwidtbir "it-liedt. �fti,�Coftu Veldal RION.,- kredel&' NOTE: Netatinges preferred t000'boulghe I, intoned, when I -ding oss,oui, bN look, letter \noisf& to-Ithfii ekntf, eas, end d.l.bOd below . an - tipplulool preenes,11-14lieto to, cspnv.,Uydymce,.erirp.dgh, ,i. sy ,p, or ee A .40, - way R,rd to V leock the help, so Beat oo,lvag c, P."Ath- T. do dies. supply unt .9 die leading Othee Of an behhopeyedi balaffilud Ib.BGdjj',t-tj the illy, Old RbJm the At. .4 FLUPARIT143 THE ROOF SURFACE q FOR REROOFING Mike die urfmi, of the Old Tool =Oodl . P,ol by i st opl.ban Reftlogsdimik,, Split Aid Red, I. A buckled, Ri,4d late and cLdlg ahlnglo� ote 11,20 Scy Off. see STARTER CORIPME: 1. U. 5'byyb'aGi.gjos it, don,tarf� fouree, To inesn'tedeper Amid" RN cut flit'Abi, ofinfissidehird Onac,"b shishlit. then cut,41 5" ,,am thames. me, inallialle fro. Cesudifflard de ol coo.in, Cuf 6' offifiberode .1 doe fiet ol l,hinEwsahl imrall Auess, the first - oft, Old shnngy�_. as th, to- led c- lt,suo, 1141, Pop-voi ndoxy,f- At-loor (k"- 1146). i. Ressonne, the ondked no the' suits, . resil He . close 0, • it, A gioldideasocut oldviettlyI, sciflud.v, dac ky, indead, I.Ahe - edle, -filotivQf Thus -M]riefibuldthe first, and _ onor.WOrdes dawn and POW, parts prencindi domeell wind • We is, �msmft you ispilly .,oaua,iuda dnpdie, aloigdhe id-siffis, lidinh .Gki dam at on, oitoredip" takes iod eadscet.,rings the eebicoffioobs! ihm&y, Title will 4. if you are Ining drip edge, bottle, maror birolly usencol cut proside a undurs, add straightedip, thad SIR! help Pic. water The nfim of fie. ratu and _ by /� L If _ aoe .,A ..a drep �ooa,,Al, ad,, 0. holgh, e4gc,. tip.: Pide, intro"IduA, .1yed oser be Take .4 �, hj SV 5, ficida 0. 1- jetitskithatelf, ponnyool thtn mrim Sly?C14I.NOTE, The jolt-W-1 JbItfAer - thsaf tbe ,,, j'areldeel, u ofiy ew, boo tesoo /ootisturs, �kayyyce( ood;owipartal INT COI IRSE, 'OlOg 2' do If. folond I Ito tab, of efinem, Jbilul" 1*8 l-AmIkell CERIAANTITITO fIlLINIGLE APKICTUORS MANtAt i ALET, lite dl,, of TIP, ships . they been lip (deSsil gsrii the L C. S' off The lealfshof be IT,- harser SITE, � and shm, the s V piece, othe al *In Queftle, 1. thr Old third Soda, Illy lot edge O,yr the Ifea eturse id the It- I'll ..., If the lAhu -f ALP,, wish Ill,. Idides, 3 � lines soner q 4louO -rhang the rakel ard tosei, 1/i'when drip *e 0, tend, ., IVbol en, drip edge III used. 2NO COURSE: I Col fil ff the left red 14 1 fidl 'Rencfe, lell the Top edgi, Of this 4, Connote wish Fib Irle all. Of Race, trip, .].,,a Is, I Y 1, 50, To- aft4demi P milend the but,- ethin al the ISTCOU ! 'she cost enme is onpid, 4 to' by 36' Anlyi,selip, fifil 11h.41, in Ito, old hoods, yorse Mald, Ill, kit c4l Ago wish the sumb, by coming r off the bothoes Of the bedo of relissed imingles, ft-o-eonni Idliolo, (Tip. Addia, 'be dea 14m, If de�ulrhm � they bull up maddin a. side, (A the 4 Issposu" a the fisIl clnors� �onsy) p, 3'. .01 sblsqfb� in the am flurd cosmeo itylavad 11-211. ,xpost- Son dutilleal tap-ra ofible ctisuip, of lopi-outhely 51. AND TMOI�6'0 711 COUITI 1, Begin the ,-.it ecteron by 04 i' Oil 6, Tell -it of, shiathe 3111, AXED SLICCUDIN(i COURSIS; and "Itifniq the les, 011ge Soth the best *C of 0. 1.* as the I � ?or Get third Coarse. I'm 12' 00 the lefs thele Of a 14 Allonle 0. InuIth uvvy Cffp, 11 -2,) f. hot, 1w), 2, Expatiate Of he OR, "yers, (ortly, I, 3*_th up�odfilii 'surn, 2. Apo, fire, .14 riere, Of �Idsltly losr lb, m.nel .Oiset fez,.$ the rp Roll delAi'liz, ITO, Of Ile, "isoing ,Of 5' hby, of aR, ...it isours, eiinaed. The top edge Of the new f3ppo-rhemely S') Ahiripent ITO, om should too up molo, the botonn a be firdi 3. $Get each succeeding conow, up to med onshedult The stoons, onann, of did dhei ltlAwr, if-201, toluae� yoult . shmugh, V shrPs, (.1 d. left eud) ded she faq (,at i addhimid 6' Inns Of lush tdlibe� k otim, Abbigh, of the ponicitit .9m. You me In 'Got slid, . finflIN.gh, -in On the sonewl, cou- 1. A -,ft) the top oge'i -in, befile Of old tainK6 01hoi toords. cut 1W on de, Got, AnIgh, of _O foot, 2 ? off the gra shisigle ft, rm_ it,,. 3W on the lost allyidn !In cours'. sir 1 This nouni "Seetion I" -.bi. rest moon darm of die 0. .,1- ose., "ous - with . fell 3G, hitede repeadix, , , ofdv J, bruttli full shintil"a llinal"t Bless, merged isourle. 6. lassall his I'llenglei against themsestat cuts u, RLAVIENINI; COURM:q! 8111 THROItGH 12TIN COURSES, 1. Vio. go op he Othe, reincy, lite poolord dand to ,mes cud- atin I- fiblefinAte eighth Von by,unterf 11"Iffan, I"Itted 4.,Ifirode Th"nith os� amilipinhingder 25� pirce-&-th ocut-,Aciengle, 2 FRdh be - Isid, Los Amides. -king fr(- the coves up Idignei evid, it. left 'dio, of is. -.,h epst's, (Anquo, 11 -211, .It, tons Isneasoccoeyling toonee, up TO it melml ThO Om COMBM#40 THE 'TESTING METHOV 3.AnplAnivediss wRhId..f.Id,LungI.�E,p_,o.fcaJb WrIff THE ALTERNATE 12-COVIS1, FATE411CH, tonus,, will deph,ol, de. Orpos'a" of he erisidail roof STEPPIE"IFF DIALOCRAL METHOD 4, hesall Tun phingles acearel all It (,I-. ('FIW OFF, 7111 Upq enei, j SUCCEEDING COURSES: Gore up The, ralle, repeal The 12-couna, A Sections 7 and 11l'upd-coll Cveipleldow� Pationoeouldemp roolf trady, hill ididjea -Jefing frend Ill, - up the re.I. (MINING THE 'NESTING METHOD' ;-,i 7 WITH THE ALTERNATE SAINCIL $01GLI-COLON, VMKAL RACKING METHOD ('11JUENEING") SIGAITTIS COURSE: roarelotrels., diolik, 6N can the lith., d7d 0 sherstilfiJ ther- Tab shilsib. Ol an A A -,Trip 2" _.. the top of th, 1-41imile. Poo -on, 5' sorre, I I A lend- Aelle- use -1 W Cape e4pip, OW CiIrul CERTAIN'TEED SHINGLE APPLICA10RS MANUAL GkIP41,11 AR-17-22, lholpolfklokhigX.� I0 s I "Whey rupee o Illustrate the p,, t, yen andit ends mail otilown, as the oglod, codas,I their o-'eanly Z' .1 the loidod; case to the Rest -I. eland. up the roof. so 1h. dir Humbesdid-dis doode onaisslOna.shly Di, the oade, (0, the Metric �Iedgtle", runde c-, the MIT reems. may tiontralf, ente. de, b. edge of tip- elmal "0 (A40- mgi) Repeat ons dualool on _,y eigbib W ended loetcc Corm UP the '04, coessiong rare the Am union, ;Rurae, difteenars, in, I -th and i8sh wouldswooddialid Fit = back let would the 215th nd 16th, lend se 'It NADTE� 0. on a," coms file cions, ,I-- wol vm�. .,he thoorshics, at If may itend u, he moolifiPyl Ali opovlamt Trai Of Onmet, iA dete F-b hion, the let, rdgv� or 0. botifid, stshigIc ner,lafne die htootteopy to nonfror thtelfic, __ by fee, fi- I tA, as Alto, back by 2' (., TO fit) ,, ill]- the Ri edie debt Fangsull ssuol . 0, .... area.", below I,, TIPS FOR ROOFING OVER SMOOTH- 09 DIMENSIONAL-811151 METRIC SHINGIES Ed VT ffiestly ro,60vet these Am Two diff"'s eifer, ,,, oamsider: Ow eci b-aaanayra lose thtlegs, mid Ill, thernaii,aeal- b-Sharell T' nothreen the, couldrou probbea " elc rmvlsaw� of lap� 'rem, Oil becesseo, The, Rev not whice, To be hemalled mid the inithing .Of .rfiacc. The w ocor . A finumns of file shingle, teceigliffereat sty'01 011 thill late 00 or "AleSt"VATTO ap the' `yDelld Or 0 thimish ol, roiliest ., roub, I, coodri-of - lidditfing the gap, oG,, a thiLk, thadecomeedid incei no more difficult than drouss �t yvt, a earoulid, yourldr-builde bread. of the on- dirsefroeind marboar. Sofflmli BRIDOM PROIWA&I TWO RULES TO toovAlEt 1, IN RRI116INC A GAli A %TffffR SHINGLE 01% IRW IS -UNATE INKIIIIIIII THAN A $0111nis SHINGLE, fibilith, suflbur� depends On Im, ri, of sifingde. For niseeple, orgynnic-b- eldorlts -gcJh all,,, de. fi* obyrtee,, hiqles, Mil fib. i de -es, "bleglue !ill lt low dormend stre uneilly efiffe, ill. flow note a thare"hirado, The sishist in hotly one, orgates, and fiber glaws lootiontsi, me (Ile burry-iiistuddeepan-hem1wG;ld Fortune, Aselso"L as CArtheletil's Steadi it Afereltharegs,' pnxthroo� 2. CHOOSE A DESIGni INAT MASKS INEVENNESS: a inacent Ainght.6y,,woU nod taxedis intrub, thonightlo, airtofuc abor it cri,ifing onsfil houp, ill to, Rew osif 'A RIOR even th.- .'Ituld, far It 'o.r oea� h it bem'. Jocau. .. well at detiv 140 sedate, or disgspens The internal loultec. bkw LOT look. imems . croxifiev, shcoce, if jon V, inhoy; usy, it sadonal-sod- onvory, stiv.41doilb, Gfingska Illized, Shaswe* I, ad excellent chuse. if yev" isoullaek, ,year a dear,,fillysill Iddq* botapeolletwenogbi Ile y.W bers; ofink, ROOF-OVIR METHODS FOR METRIC DIMENSION SHINGLES The seve melfitus used far dead deckappliclifiet, -1 mew deluteisr, Ailedlos me ad ter -f--. Appicaboal I -c dim- dft-- - HIPS AND RIDGES J, evil, Wy to it. fill ridge on hadleades. be. 4. Mido the api, by comog fieft-hoigh Adopt. An the Tab owents. True the beck end ellde, cars, As hown to lOydrit, J 124 �: I- � Aeovc- Z4 ,,7 so,01, �l re 10ow J;-2# I W Ard, ths, 11*1 Ayh fis Ridtill eas obell WhIdencedde., ,h-) A. Shut tiesukum The cap, At day holund Of a hip or A ambe, ons Of A ridge CGI."lin- "fill '�.% �peeio Tilt- 11 25, les."ToR'll-ojeevotiffeill To Mown cracitiffft� maid, saiv, the 'eir, - 'amse, reough to notion MI., domintle- the lider or hip linden each cap 4dinifir wdi t.,a need, neimind of 5 "R, (5 1 lot S,�uad plarn) fr.. the bottain edge it V I. fr.. ch rde. 6� 4-t .1, do, S, mi, uspd'. the -The, Do not ,sproO filsoms", 1. wL hopon. air 1preanue. a (he ondf by iiibijef to ayrisL 11n, thick doubt,,,%, coomc, T -If.heatolig-L ffo.hi, evo, &,.We,aphave her,, othamed hall din, pel, ffkO befole, you amd" ill - To .4d oto I, defibutdo tedviental "PPOIJ In asevRaflions. udsO Gestion1clop, fluelawlildia," or on, ufC.,Ru.TIod`n coutend progle hip and Ridge, rare. CIRTAINTIFID SHINGLE APPLICATORS MANUAL t7bypfelJ! Ill Please Note Code R905.2.5 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 3 (9.5mm) diameter head, ASTM F 1667, of a leright to penetrate through the roofing materials and a minimum of 3 inch (19.1 mm) into the roof sheathing. Where the roof 4 sheating is less the � inch (19.1 mm) thick, the fasteners shall penetrate 4 throught the sheatKing. Fasteners shall comply with ASTM F 1667, FASTENING LOW AND SIMARD SLOPE WIDETRAIC1191 METRIC DINIENSIONS 11.1 (W, r, '75 Poei Coolud 'jnj_ 0yv-_ 111.111.0 9-1 0- J n J'- PIS- 13 2 ted IVMP" nwildge ly"RTIMP. to, &141. 51" (19 ,it) Inelk or decliter, PI unts, go Its inam 3"4, k -�ramd Ono do, dk, Go didnecer dreks, AAAA Re.. to as low UR` (3.2 rl Thorangill the dlOk� WIDITRACK 01 N ENGLISH DMNSIGNS ,AI doem bc it - "' 12-gialw-fial ll covirceb.cesisGied, whim Intel im -) head, .4 As le -oaf v (25 Tell long. lediouther), TL qbree nort, At blue I lie bereir, 12" 111 1 (25;oo)- I A StoittIrd 13""2 AnApater, Tmee (25 not) FRONT, Pkfao.434. tyrji_.,Gjc,Aeoyfa'*eP* BACK d. OPTOP LAMINATE LAYER Fml, hentotdOIR inihiosen, .16o. to, Strong., bodes yocomitw. itowl 124 ChdorrIg CIFUTAINTEXID SILNCLIe APPLICATOR'S MAII, STEEP SLOPE ONE CLEAN -DECK APPLICATION METHOD hat, sto, betilt, ad fourIliptsIS of Wphatit conflip ceAlcm far (octV sell FOR ENGLISH DIMENSION SHINGLES (olsheed4oldef .ASrbii)45861�peR.Appivi-spo�ofaqbWtmfiug�timdc�r fl*(=Sf DIAQONEU. MEW IA entries and an *,in 12, to 13' in Love wix mbe I-SEVINS AND FOURTER11r) WIDFTRACX 41 METRIC DLIAINSM5 PREPARING THE THICIL kripsy andt'imenrys as, usfan.4. that s hay-f thistle madtieraidet bmpIG,& For UL E. raming, i4' 12- unme, is genoodlyrostured Apply ft. mid uawrbI1J1cu� ordalmy nr* oon .8b dp 125 Ispero Tep, i 1251ani)- A CA UIN: Lee fork- i.sWIR"o. Re.thesdA, Omq reemit 1. ob0n. "Ifiromad, plate., WIDETRACK a 00 ENGLISH INMENStONS W*', 011 'We'll - ri-pol i Bfixii caffl5d No. Is,6 Smem4rdsitype nowkeIterewai moul, LANDMARK It STARTIOL COURSAIR: 30 !-Mmrii I U. Commudeed Itims, (pre -con IW ce Andedmoll on - tab WIT 'ereg Addilb, RAL The hus,; 5, Oil parbart re-eer 1. Men I proffibeedoer satughn that mi, 7 'A height ftwm 13-7) 36 Q9 If ""i A Spun` -1o"'gic 2�, ri , M"d ziq - - - - - - - - - I, o a.-O ifg- 13�1: -dA., SNOu of W- f34 Inalo �Roheybidatliu ite -** 1041 1 JA, drobtatt rusibut — - Z Fee die fir. -,, ote � filoone our file of the matter cSitnoli: Tim d,e mr, Of synedep crtilOTO can sail shel I,, New 3 Apply 0. Al flute To It. Geller left omrif he root 14ak these he eveablannOg the rok. and - a dop edge is Isemy; yesed. if yp - .,doebali doll, dmp�,Adkefihy -Avg 4 CIRTAINTITED SHINGLE APPLICATOWS MANUAL OqPd4i 125 F(goo, P it; 1~,ti'dooet-carril kla& CERTAINTIED SHINGLE APPLICATOICS MANICAL (INVently 127 IST COURSEt Why A FAL 1b%& a air fewer let 1,111l 'If ops' - ------- IMINEY FLASHING rooLMIds, yo, to- ed its edd. lecaoilchopelinfiothniff, r Of the - ------ Amoo, sonenn O'gone ZNII THROUGH 5in 'POURSIS, NOW SW Flattlell CAUTIONI paid. ill onflaw, -ell. steps I i below will brunt boree - oboe vgether wed tow, empe, donereacde eame! I Gsli54� Oak believe "Testator yd,�T';n�� ,� 7 Ima, - Apply die 33 ,1,, (�A 4v fill Landet"l, A) long piece doer Will mtear the Firs conoeshugga, fulne the boron, 5)1s` tab portion .f the aral-course shiettle erposed 61pi 13-M;- Can LVA, off th" 5ts, nedegh, at the third cou-M, and oena fifil, I., C. 'Af" later lostell de, 27`1z' (A ts' fr, L.&.�k IL) fully Ed - al - fr, qd&l dkonsoeo. .6 Lard4ark 1.1 ohslfies� Fig- 1.� Is 'Whiiiiib0ol - d--- �Gad, P& lawdeneek 12 lit- difir" Gleese,13 CERTAUSIEED SHINGLE APPLICATORS MANUAL There - 1'4 Ill- proc, tula, fis t1b Iffedlow Rede, nediv, Noll: patch cap be, a laywaindidden, siotch at Ill, of, edge In P"WhIlis 12 eadaudineo cape; that w,q .c, bi [Ineat ket 0 3 sli -, ihc Ince Oil the tiorp, kne, and yo d., - c.h Ade unlo In"L Mont) 'r ' her o' 'Phe"Coh hatlOy" dhose"On "ar inificn, sno, enst. T kpotavo MA shathne-ptic p1mvoleas pd- cy 12� be IV (Men, -ps ao, SVC bo 971� and lft- To, oid,oOscia. of the cop bc*,ppflcd denald diplod etyrocr, in she hot,,. o4seid the eop-d pOoie.. fee Alge.ed Rith the lop estip, afune Ineyfiluedy Speed �P. APPLICAITION IS AS FOLhOli. 12' NOW; The last vuor Of ablimb,"I"'.1d base .. callono, of fitsfirfif) (15wel 5� f5 "S, far maid') 0, 1- .4. in, shingle cap ,, onge -1 fa.e.,,E ut Pat— troy rAise. It poirroal at,, kal, .add . .1 'oused shpOiSe .4 rent, The haloes i, "'A in this tooc, Most the dinectly 1. the .if deck I, yeri,ink., 11 1\ ("Golsol N'-fthesficyrAlig-ofto ,oe, non. 1 Capfo,, "sielloshi'all EnglisIT Dimem;ion tmrfin; flninh) Is, .... .... --- ------ river, 13 17 y�yely fixtp �e. dOoteepke" N.Tehfor clositsines Ij m I " ' * I Imseld mpl helonstric 0 in, bolly. -1 . hip ., .1 clah" r4 of ,v? e en 'he N�ohoi TO, Aidnine, 1 'udoe, pi- The 6K, no, ponou, 5' (5 for 70Z I eie TO'Ii [Atte, afthn F�Inul insonic) teaseled sisgiorc latno. lie-, sturcer with Two A J-,AGd alount 3' from the See slgv� lead I' Its brod art W. edge shhe note fasoco, ased to apply cap. vinoraw At "cast IA' nou o, eh-ghout docidg. Metric Dimension Non! To o:tf in People, abinsueol whio, odife Tiot e, 1. -1. .apti doids If,., Parallel to The hP or dA-L along the Line ol.,e lidee, 13- te, f. b,cyke Iteipohosely No ~V tolob,o,d 'he 'We'Ilge, Of lo, car, b, enern"Osawro'noicieso tebet, rerhoupore-PE.-, I.Appi, a fwlv shope evO, finSeader (Fourp .0 pace S000d", an 51A, hs. fli, F.T norea. i Tar, I- 11n, eipetri! bottom .d *A I' to 'hin!,eya, samottlef he expound on do IfillAid, on, . f All nail head., tems the driest srught .4 adene do, cut ilho fte, thinglessichem 1A ss F03 I& Itudins o0 lbk#- Mol en-` ,sof me, 43 20 oo, klidlq not,le, r*,. �.dny I,nhe 5.uve 130 Qevfnal (FATAINIFE113 SHINGLE APPLICATOR'S - 1_11 ------ prepno, a �1' sutl AbirigG, by c-num off the Gisela, 9' .1d,tra". MOUNTAIN RIDGE HIGH -PROFILE oil, him reactor Of On, Mountain Relife abloullfc. Apoll the 4 Insole, ANPRIDGf ACCISSORT Noce (*!Ill 6ealmn revar'st 0", Ome, ed") ovOr the kL.. corner Of ----HIP the hy, of Pat,, -I o 'Rhe"Ad "fibl, ruble, oy'rhentill, lit, 'Oore, III, monsold Rkiv -7shin"J", to - hq odg-'s 0, ., end by mpro. sissith, V�;' it winling ane sanduc, Oborg is, ralo, cdzts� -teAu., . it- ou ph. , "', Ito- bein.) loahei . if 'o, Ib We abuse 2� up Trods der"'Itoo, guo,'s urond hope edge fw"wrkNTT. Our bor, in Olt, 20 fit- faOr. to Obtain itad L' in fr.. h sad, Mr Of the ssimp., The 8' in", 1'. - indand If.,- eoiiorav� and is daideer dineogrord purfaridentra tip on .,at I, -d to ote'll the Pinned,, end of hip, ndfie or rali.- told Appedrel the direrfivivi wome or ficH.-d. i-filthenc 8"(203 Thal Aqueous, 0 the wtaideor To idi risen to N apph A "I Tilson- o the iasodod." ,hingsba; during orralkation, they minor be ndficiently rnarert 'budlit, beredmi; it along es nisprarlesir Add foroulit low VbIcc Over To alter. proper Rultruill Ill. hip � ridge ,, dloe. Bush !ill the butiont and 4,1c ek,, ,I if. FASTENING 'ho oor &hit,*. Ifisi . oad Ade inch. I& Ill de, ellegi, hare ,be he.- 'lase and I, to fre. I-+ m4d" r4ill" INTPORTANT1. U.soc radt, in 1". cIs,fh,bdefJn yetbe iness be wro,olevid, 11,1" 145 thet) lung- Flo, the 41 (100 tont) nation, Ily. C atione appellimnee, I ill, 34ounme. Filets, ldeshI moPs line hip glv� plic," ie.. 1 (23 ypre,) I. freat -h side edge And ithont 2' Th4i, or take ofilood. Epose Voureaut Ridge sidirmi,, 8', toviring (10-1 firorn The'alin (.1 Asset toge, oneloup - dofaybe", #11 t_ goes s`4, sold the dech or A! the stay thientith, flor sites, kil moinitski Ridge detrain, plate. andotors hl �214 ..) lip Ito. Be Iqlacd son dO and 1- 05 saw to Row each "hip, tAt'n, HIP, RIDGE AND RAKE SHINGLE APPIKAMON Apply he Mueary field -fliqui, to lh, lop �,, .q. 6- both I&, 4 the rent and its, flv,,, or 14P ei one �,&, sto into, doot ha do, iAJ, of. Miention. Fidge eboydi ,es,mv, ass shicuteedhel letroutio Ridl,,horoft, popyth . hip Add edip, Fell! Immi ou 11"Ides'-f le Pill �Noo,, slipped along "d, is*,. yin ,An edge in�.fibdj cold. floldIflugle, cash III s1b, eIl't edle.ApinildonsOdo Pidifty,WGI Ocog hey IT -little Iov"t ibc rad, leou,l To et,�Itt I,; pripicr aoijamerm, ... p A ab.11, lie. parallel to the kit,! rodge Or ralk, ellneg; Idea 11. tivbur� Bi, RWO Odg.A .1 it,. Moodual. Rldite daidegil. Sh.41 WE, 4- rase iiiene IJ-211 Top dol roi�, olaposoanow, Here � a up ... i. the tehite, put hip nad mks, ,,* sbobso, ",you, Py,"Al Orb The, befer., biple, Riijor .10 dodus".. lte� iyyPLq CERTAINTIED SHINGLE APPLICATORS MANUAL CkssooI3 131 DAN SCO 0 AV W_ ENGINEERING,LLC dghmv P.O. BOX 3400 Apollo Beach, Flotido 33572 1 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 CD C:) LU z tz Uj 4 Uj M rNj O� 00 0 OC) ce In M -4 < t� a 00 z E z Uj M LU F- _j W z C:) CD mi 1.0 F- 11ii— LU LU 17 0 W > CL LU 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. @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U-C AND THE CLIENT ON THIS PROJECT. ANY REPRODUCflON OR UNALPFHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION I VERSION NO. SHEET TITLE: CERTAINTEED ROOFING SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH 101 -RD (D z D C) N LO I C) LO V_ I r- -I I - - - ___ I I I I I I I IF 1-1 -1 1 - T 1 -1 --1 IT- I ii I I DANSCO ENGINEERING, LLC P.O. BOX 3400 I Apollo Beach, Florida 33572 7 °- ? tag' MAX. OVERALL FRAME vnOrH Phone: 813.645.0166 ��113- 149" MAX OVERALL FRAME WIDTH t= � LiltifT �2�-f' il I o I 1 CT/J'7.�f W � r ^ MAX � N Fax: 813.645.9698 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT I 21 MAX 36 375" MAX _I O Go � ( SiDE-HINGED FIBERGLASS DOOR UNIT 36 375" MAx. � C CO °.L.G' - PANEL WIDTH 37.5" MAX. _ Q 0Y N I I ° L O I PANEL WIDTH - 3Z5" MAX. ¢ � N www.donscoenginee6ng.com 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES I'- �` FRAME WIDTH z 6' S" DOUBLE DOOR WITH / WITHOUT SIDELITES w/ASTRAGAL. 1 I p w W/ASTRA.GAL FRAME WIDTH Q W I CA 25948 -- ---- U -_ - - -- j __._.- _ GENERAL .NOTES -- � <C .I ' GE-NERAC NOTES j} �-j1 � LLI 4 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO LY 4f 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 'II ,II ' i' � � I THE FLCRIDA BUI-DING CODE AND WHERE PRESSURE I- THE FLORIDA BUILDING CODE AND WHERE PRESSURE �� Z F-. REOUIREMENI5 AS DETERMINED SY ASCF 7, MINIMUM F- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, JIL ti O O DESIGN LOADS FUR BUILDINGS AND OTHER STRUCTURES, ;� 00 I DOES NOT EXCEED THE DESIGN PRESSURES LISTED c 2 O J DOFS NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON w II cf)p N C I 2 HURRICANE PROTECTW SYSTEM (SHUTTERS) IS REQUIRED. ^ p I" i OPAQUE PANELS, BUT IS RECUiRED ON GLAZED SIUELHI S -� ¢ O 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 s XAND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.us _ 1 lO? FOLYURE71iANE CORE °LAME SPREAC wDEx OF SG s POL $TYRE ED CO IL MNDEXREADItN5 PER ASTM E84 `"n O jL 0 AND SMOKE DEVELOPED INDEX OF 60 PtR kSTM E84 r•� O I L W U . PLASTICS TESTING OF FIBERGLASS FACING. Z Lu 4 PLASTICS TESTING OF LITE FRAME MATERIAL: I a " a TEST DESCRIPTION DESIGNATION RESULT O TEST DESCRIPTION DES-GNATION RESULT `` L 3 SELF IGNITION TEMP A57M 01929 803 'F > 650 'F _y i H RgTE OF BURNING ASTM 0535 0.79 I,N/MIN ,i 3 w �-. { Q Uw ,� � IN ': I �' a W o � ISMOKE DENSITY I ASTM 02843 48.9% I �� o i �� TENSILE STRENGTH" .ASTM 05 i8 -7 3% DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING l- '�W `�' ` 5 PLASTICS TESTING OF LITE FRAME MATERIAL:--------4U4 > Im w 4500 HOURS XENON ARC METHOD 1 `y o ;A z w ', 0 ko f a TEST DESCRIPTION DESIGNATION RESULT _- -_ `-y Fes.. N cP3 "e Q m tD I - ----"- --- -- - ,., as SELF IGNITION TEMP ASTM 01929_7680 'F'F > 650 'f T d M w s o i RATE OF BURNING ASTM D635 `-,10 !N MINj,u o Lu fh 06 SMOKE DENSITY ASTM D2843 -7A8 o Q O � 00 DOUELE_INSWlNG. UNIT W/SIDELITES i�i n I TENSILE STRENGTH• ASTM D638 -7.48% DIFF DOIIRf F INSWING UNIT W/SID LITES n I �' > COMPARATIVE TENSILE S RENGTH AFTER WEATHERING Z Z q�lBj > 4500 HOURS XENON ARC METHOD 1 p wWM 00 DAMNS: IU N0.' O 1S - Z W Dma Do ds Rwww Br.. lJJ ~ 1 i J -- CD 011 00 DO 00 10 ®� 00 00 . z ® DO ®0 ,o o ® ®® Diu O IL � I I I I > I L��u 0 Ell IUD SINGLE DOOR UNIT DOUBLE BLE DOOR UNIT SIN SINGLE DOOfi UNtI DOUBLE DOOR UNIT SINGLE DOOR UNtT )NGLE DOOR UN;T SINGLE DOOR UNIT W/SIDELITES DOL BLEL -_DOOR UNIT W751D -ITS �ZI,£ C100R UNI' SINGLE DOOR UNIT SIOOR UNIT W/SIDELITES DOUBLE DOfJR 'JNt7 W/STD IIT_F_5 WITH SIDELiTE WITH O 1 I WITH SiDEUTE WITH SIt7FLITE C z WHERE WATER INFILTRATION ?ERFORMANCE IS WHERE WATER INFILTRATION PERFORMANCE IS - - --- � DESIGN PRESSURE RATING REOUIReD TO BE 157 OF DESIGN PRESSURE DATE: 711 t/0S - - ` DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE GATE: i TABLE OF CONTENTS COnMIG M.AX WIDTH INSWING OUTSWING INSWING _ OUTSWING TABLE OF CONTENT$ CONFIG MAX R9 DTH INSWING OUTSWINC INSWING OUTSWiNG DOTSWING• J/z T SS 'SHEET Jf UESCRIPTION x 37.5 +76.0 / 76.0 75.G 76.0 +t90 -- 10$ t55.D SS.0 SCN F. N.T.S. SHELI X 37.5 t-i0.0 -7D.0 I+70.0 -70.0 +19.0 - - - - '� DESCRIPTION N. I. XX 7a +55.0 ' -55.0 +SS.0 -55.0 +19.0 -19.0 +55.0 -55.0 Dwc. s,. SINS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +5Q5 -50.5 +55.0 -SD.S +19.0 -19.0 +40.0 -a0.0 +55.0 -505 DWG. BY: SiM1S i1 YPICAL ELEVATIONS & GENERAL NOTES -- _ - ---- OX or XO _ _ 75 +50.5 - 0.5+55.0 -50.5 F79.0 -19.0 +aG.O --40.0 '+55.0 -50.5 OX or XO 75 +55,0 55.0 -155.0 550 +19.0 19-0 +55.0 -55.0 CHX. BY: 2 ANCHORING LOCATION$ & DETAILS / _- CHK. BY: 2 ANCHOP.'NG LOCATIONS & DETAILS - 3 ANCHORING LOCATIONS & DETAILS OXO t12.5' +50.5 -50.5 +55.0 -50.5 +19.0 -t9.G +40-0 -4C.0 +55.0 -50.5 Danw,Nc ND: _ --- - -- - - OXO 1125" +95.0 -55.0 +55.0 -55.0 +19.0 19.0 +55.0 -55.0 ORAWI,4G N0 ) OXXO 149 +50.5 50.5 +55.0_L 50.5 +19.0 -19.0 +a0.0 -4C.0 F55.0 -50.5 I 3 ANCHORING LCCATIONS & DETAILS OXXO 149"-55.0 +55.0 -55.0 +19.0 _ -19.0 +55.0 -55.0 - DWG-MA-FL0124-OS DWG-MA-FLU128-05 High Dom ThreSholtl Design SHEET I OF 3 ujLu F- L- 77-�771 CC __ _ _- __---__L -. ___. E4L �� 6" -I -- SEE DETAIL -_ 3.. 6' O 6" SEE DETAIL J 6 p Q fl ... E. E' i O 3' Z 3' - 3" 'SL N ! I W U I I I (� 6" I I I I P III U i �I 1 I 1 - I_ �6.. 6'�, -6 6.. , I 1 -�6. 5,. ; ': w Qz � f I. 6^ -6 6.. - I } � -�6,: 5,. -7 _ CC R� "11 1 -7 i 0 ^ I Z cr� j 1 3 - i o -0 n z (r � LL O woo I I - - L'� 00 I I n `� W L.L n N SEE DETAIL_ rfj I� <( a a tq t\ =Q I - - < a „E,. - - O = I I - oai N STEE DETAIL - - C) rr3 Cr I �/ J J J QCL CL SEE DETAIL s p� >-_- SEE DETAIL _SEE DETAIL q ■ w SEE DETAIL ` i ' B) SEE DETAIL B ! B SEE DETAIL H ,� H i o v, �/� ( o A O :.D.. B g (C - �..J \P�� H `�' ,.a ci o A M OA 'D^ LJ � o G G� H I � 6" 5 6" 5 jj a �il,•I! 'II�G$<��' r 3., i i ! - - o' ; 1 I 3" -- - 3" I f I f� 3" 3" x• 3' 6.. I� 5., o c e 3..- - 3,: _ I 3.. �- -J{ SEE DETAIL _ I SEE DETAIL m THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT - APPROVAL INFORMATION ASTRAGAL RETF1'NER BOLT HOLE 7 LOCATED ON THE STATE OF #8 .e 2-1/2" #10 x 2" #8 x 2-1j2" o/ MUST BE DRILLED THROUGH #8 x 2-1/7_" #10 x 2" FLORIDA'S x 2-1/2" ? { FLORIDA'S PRODUCT THE l"HRESHOLD & INTO THE G', /10 x 3/4" _--- STRUCTURE DEEP ENOUGH //10 x s�¢" - APPROVAL SITE ((( THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS #8 x 2-1/2 #10 X 1-11¢ - FOR A 1.375 THROW #8 x 2-112 #7p X 1_j�4^ SAS RAGAL RETAINER DOLT HOLE AFTER THE DATE RIS SIGNED AND SEALED. #10 x 314" w #10 X 314" MUST BE DRILLED THROUGH SIGNED AND SEALED FOR THE STRUCTURAL PORTION �U 10 x 3 4' ❑ THE THRESHOLD & INTO THE •• •� # / .DETAIL "E" AS Q 0 X 3 4' OF THIS DRAWING ONLY. � � #� � STRUCTURE DEEP ENOUGH o ®2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT #10 X 2" NAIL"E_ASTRAGAL {70 x 2" DETAIL "E" ASTRAGAL FOR A 1.375" THROW PROPERTY E DRAWINGS NSCO AN DESIGN LC AND THE DETAIL 'C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 1 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT CLIENT ON THIS PROJECT. ANY REPRODUCTION OR DETAIL "D" STRIKE PLATE TO FRAME OR EQOFI� DETAIL "D" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL O � UNA THORIZED USE IS PROHIBITED. ►6 X I-,,2- PHS o Z REVISION: AS SHOWN. z AS SHOWN. A n1BWO DATE 7/1 7/05 J iddrdn10W G DATE: 5/25/05 0.962" -A` • SCM.c N. T. S. t 0.962" I CellicdlaBih, • :.r r-,. CnfkzknNo: o �I+ VALE: N.T.S DATE DESCRIPTION 1 3""/5� �' i ^�... DWG Br: SINS 1.375.. - 1 75" t1 047" A1S�91Bd� M. AY' SINS DOW 995 r OS 1 I ire DR EOtIAI...^ta:� -. - I QIK. BY: DRAWING ND' DRAWING N0: E--- INSWING THRESHHOLD OUTSWfNG THRESHOLD HIGH DAM 0 S THRESHOLD VSVvIN�_TfIPESHOLD OUTSWWG THRESHOL D YIE I' Dwc-ten-FLot2&us / DWG-MA-FLO124 051 TYPICAL GLAZING DEAAI(_ IwIT 2 or 3 SFIDEr 2 OF 3 CD D1 cc N N a p 00 SE 5 T Ail O CO tiFF Cr CN DLIAIL 6' - I- 6" CD I �� r 3 j,. O I 3" - 6" 3 J 3 0 { 3" ,.E,. SHT. 2 3,: .3" F- W U I { __ __. _.- - j- I I r - I � VERSION NO. _ ! I - � Z I I t� 5.. 5.. _' T 5 i I_ 6 H-00 I wpC) SEE DETAIL a SEE DETAIL n ,.D:. SHT 2. -? SEE DETAIL I w I 1 i -- a I "C" SHT. 2 OA ----I w �i a n SEC HT, 2 A .,C,. SHT. 2 ' - � 7N b�� z I 3" � 6-i F- 3,.1 0 c --- _ _ 3 i 3" ��_ SEE DFTAII 8 3 J^F" SHT. 2 6.. T". mr 6'� r SEE DETAIL _ t "F" SHT: 2 F" - 6 I 6 -- ' ATTACHMENT DETAIL AT ACHMENT DETAIL T Z = 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 1. ANCHOR, ANALYSIS FOR LOADING CONDITIONS PREPARED, I� SIGNED AND SEALED BY HAROLD E. RUPP, PE SIGNLU AND SEALED BY HAROLD E. RUPP PE w (FLORIDA #15935) WITH THE LOWEST (LEAST) (FLORIDA #':5935) WITH THE LOWEST (LEAST) z� ' FASTENER RATING FROM THE DIFFERENT FASTENERS z FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE I BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE j BENC CONSIDERED FOR USE, JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE I i ------ / W 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER I,I I SHEET TITLE: rHRFSHOI D FASTENERS ANALY7EEi FOR T-11S UNI' INCLUDE 1, CYLINDRICAL AND DEADLOCK HARDWARE TO BE STALLFD � #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED #13 WOOD SCREWS OR 3/16" T.APCON'S. A PHYSICAL AT 5-1/2" CENTERLINE. SHN MUST BE PLACED IN SHIM SPACE .AT EACH ANCHOR o so'-___ 750•• AT 5-1/2" CENTERLINE. I MASONITE L / SAX" 2. 4" X 4" FULL :MORTISE BUTT HINGES 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN \ $FI EXTERIOR DOORS SHIM MUST BE PLACED IN SHIM SPACE AT FAi;H ANCHOR MIN J_ �, LOCATION. i OCATION MAXSHIM X" 2- 4" X 4" FULL MORTISE BUT HINGES. _ M 2, THE WOOD SCREW SINGLE SHEARDESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT; �z SHEET INFORMATION: ANSI/AF&PA NDA FOR , i.25- �` •_ OUTHERN PINE L''JMBLR .AND ACHEIVEM NT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE r" : Dore: 7111/05 MINIMUM EMBEDMENT OF 1 1 /4". OF 1--1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE A� MIDNAMI . Adda�mbNAM DATE 5/25/05 JOB NO.: MINIMUM EMBEDMENT OF 1-1/4". k. / SCALE N.T.S.scAE: lv.T.S 1 YDNST D90Rade� DWc BY: SVIS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL NQ p�' DATE ISSUED: 09.04.07 3. WOOD DUCKS LOADS OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION DeleR TRANSFER LOADS TO STRUCTURE. .ANCHOR INSTALLATION � Bl 65 TRANSFER LUAUS lG STRU TUBE. DRAWING NO. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. cNK. BY- 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DWG-MA-FL012E D5 t -Y. NO' DRAWN BY: DZ -- DW'C-MA-FID774-D5 SHEET 3 DF 3 - - - --- - - snEEr 3 cF 3 REVIEWED BY: TH D D 100 SELF IGNITION TEMP ASTM Dt929 68D RATE OF BURNING ASTM 0635 7.tC IN MiN MOKE DENSITY ASTM D2843 69.6% TENSIIt STRENGTH• ASTM D638 (-7.48% DIFF T -T l iiTil Ti - I: I I-T- I 1 .: 1 1. , L__II. - 1;L_1 uN,i'� u>J iEu�:vo i 1:. -ahwIII_u�u1i[f�ai,:G--, T I I -i -Ir-- ) I E I- x Y 1, .-I I? ,'\� T- S (' '%- 1). E , Februlory 22, 2X05 P-1idu,l Appr-al AEITErin,,t,,,i A&A ?,tnukl aI AR.,Et-ititt,, Inc, 171 1 A' 386 ?"al I (ji IC07 I TakahAq, 330127077 (),a,- Ir ,,, %T'kia" As . Fl,,�Dd� mg,I ,,IiI pe,fooLis o,,,LlUEaj,_aT seI fo, Wayne Dalton, Tric. I -tEFy �lw I ha,c, no E-EaEORS1 swv-, in ih,,'Es,.TT-._-_aE,A,Eg', bJe,, O, CbEtril"wEl of ar,'y pi-OdUcE by IX7aynI,,-L)aII . 1 I 1--ther C'I that I inv<4vtIneat i.,Sth 'A'Siv, e-I)GII the Fl�orid I , TE .ind a Prindii Apilrid � , pci,�s ciiii Dith, .ind sh011 Skvoys comply vvith, all criteriP as Stated irt Florida AErhD,DrE,,Lr.._ Clolie Chapter I 72.1 1 Ii I , I �. , I - � ..._., , , , / , IZr,,l ... ti'lily.) , I . ., .. , I . , ,, . I I _. . . � � � . � .. - I ' , ' / �.._- � � ' ' ' . I . � . '. - . JOE � R., - _`1 � '� "I" - . . F`�l ' . - o""I"" 1-6�IL2�C'i� ' , I .. . - �� ,Z, -ZI� 1 11: E to, I—, C , . I ." I I% " , I _1_`,E_Irj i , I L - ,.22, , I ill; III, SZE', - F11X rl)�, ,�2_8_,L - Will. M __1. - � __ I----- - _ - - - - - __ 11 - -1 - -11 11 ....... i� SHOP, iTt'711 1A.", RETION - relo,- - iii SIR ix'Zi A .cI 1�,S l, 13 CA ;Z ANGELF - 9CIDWER =II .I A lil.w. Q� DI 'I- - - 0i SCFEWsi IlEnAl. IN -.1 OR I ENTE'WECIE1 EFojeN (WTD,� CA .1WT - 1 1 CA n AD 11GLE _\ �� q MIDI 1INSfILTS) EE'S UNi'DI G- TIE DESIGN "Diss"li ENQWIN OR D`1$ CNA"N.. - I CI E-EA,f. IAII 1. .AKEI Hrl�,�.C,r I IT CA .N RroRtz I- I I � 75' IND A .A.Ii LEDI LI �� IS "A. - " I I GI . I.- Ni Eir`I A a Ot,�I � � NOT ii., 'E'-LERI ION 5/16. 1-5/8- I, IMID-SCEPRE a." 1UNC I " mirw (MIN .5 -< 2 LONO GLAZED FANS]. CTILDN .09C' As SHOWN) I I ,,, 4". I vs.-H, ISO Di IN .OLDCD TEI EC�EWEC To- .- A NINER-1. OF (LS1 - - - III sc -.1 CR. lflt�0,,li/16 �L.;�IHEDA-_i IN I I .� INTERMEDIATE StoACH (.1 ON W`L-i .I - I,— 110 " � �, AID A- EACH 1, I OR, DECERRITM. WSI .1LrS ,1111 . StAOC 5 ai-� ,-; es-r- RESIGN 'PuSi IiHoWN cm PA.LfT 1 -4� GEAD�G 54 ILL 16W A 4AXA HJGH1 OF I IEII NE"D A MA401M III Or 35'. '6 ,A MIN As' GLAZRD TSTNOT NLAC - I EERA�'NT AND TRALK -'I i i HOT NEE I! RiEr"LIEFENTS "I ,i .ND-- E; Pr- I 3 T1 OR Woe) DOOR STO' NAILED A `A` oN " A' I'- .": P"'I ' - -F To' S/.S5/S' 1. , i , I AND B, ,I'D, i,, 11 7/A* Cosc� A- EN", ,- G No is I Ri II Plie"SLIC, � ,,,P - EI ,� �� III - ILOR Ga 1--111110E rtiou'RED , .17- SHAELL as COI ATI // 1.1 CA SIFI ; I ; 'ItAki :N PICE -_-F-E FCAM I � _111I I SO 'o CA 'i I 11 - HILSEC to �u ERAICN,Eis SEr SEEN�,'(L_E FOR 1 P I f Al 1. . TIIER III ASO A .of 1� � ,H;,,, .EX1 1. - 1. DIA N .11I.D. 6�_ - QLANTY, IDEA -ION, AND E I i I I US, 11 1 'f ,� ,I S T�i )EaG1 I 'IF SUPPOSII I C' "'i "A" - PS' Ki7l I OCI "' stor I CHE END (ND7 1 _, ] __ �1 : C. P-SPIC "" I I .I` THEE NrEOE`Er5S,'0N L I RECCAR, FOR THE 8I DINIC "S S1R,c1jRF ACCORDANCE WITH WE, CNII SSZ1 ... I� , LOCK . i ii A ,, 11 CURRENT Bo'.DNG CODES r R THE: -CARS; Esrn ON T.HI DRAMING 4U. ,,�_ .� r RL,"I'M I i AI , "OR 9 TO HE INEVUEA 2�S ,,W ""i "'I -do"i RKER to 1 il IAMB CQNNF.c`Q11 sor-IPPRINT FOR A TTA1HvENT IQ SUP-10I E_.Nocl,�E �: 8. LODAR Oi - IO&D' vNII A-UMINUMILx, FS iH ADLOED RAMEM NAI. (1) s5i,ciaN ', I � I ._ &TOWN RE - SlIFIT 2 I I— U-NAR Lr�ii ,,� - � CQUWE0 OI MR` A VINIMUM V �8) (U) �CTI DEAERI AND I'X #8i,:- SCRIE EISTA'-LtC IN THE END FAi NDT5 1 AND 2 oft TRIS or TT I� Roonsi si � 'gor z _ GI onX)INS, ----.- _FLFPCR1'�_P0_Sff _D_ESI5N_ PRESSURE 1 A B A I - LOADS ON SUPPORTING STRUCTURE I . In'T SC111MIII&F, or DOOR .No. Or '�.IAZItE!S' I FROM Co,R, C1111 LNI.. LOAD r-I .- '11' 1 BRENOKETS, YEASURED B6QNI HiRi- �.IECNSIXACL jAARdj OF 7FACK (An )EAFASICAS ± 2') I NOR, 11-T I __ 2 I 1_3 , ,a, "Co - _��-O--� . 1. AS-1).1 ro). EL-11 (LF-o 1 ,�- "a), (.ED-1), _1E_ ____ -i �� i ,,2t"/-,5aT . --- - s-R, __7A . _-Pf -, , I 4 ! 4*,-,/,- I S,- (or) - --.--- ___________.____._____.___ blGiL i (�--L) To,E_O C DEMEI DENOTES sE_O3 EANE8 MAoEET ATTACHED TO ! � TrAcK WITH 1/4-7/16- it HOLT AND WT AS SETOWN ABCW� ; �Era IOHIGI &s.EISEON CEII Q111iE III ,AMa BRACHUI IttIALZO A � ; I I : I t NI 11 PT N. -CIIONAT, LASCENANT TPrEET1,1 TO 11-CE, -0 RAOK Jax Apex Teebiroh<yj Inc. 4745Suittort Ilurk Court. �'Biltc 402 .fa(L,EofivfhSI 32224 _______________.___ -------..----------- Evaluation repoldN are file opinion of the eneirwer NClut, prepared the report, based on the fludirtIl and I in no o-ay constitute or imply irpprovd], by � a local buildhigauthorl-try. rhielinghteer,hirelitworthe I ' data submiti rinds that. in bis opinion, the proflud, tuateritiliETsitem. flirmethodofoonstruction I spevili-11j, idearlified in this repurl auldoir IIIEN �i, ith or iii a sufta ble aherrai tv to dia I slievified in the I Florida, Building I SE RJF,CV I O TH V LINII IA Ir IONS fN f H IS tZEK) R I I i jeffiey P Arneson, P E , a licensed Florida professional engineer and employee of jax Apex Technology. Irc (Apex Technology) has Reviewed the data suornitted for compliance witin the ronds Building Qode Neither Jeffrey P. Arneson, nor Apey. Technology, are responsible for any erro,s of orn issions to any documents c alculat o RIF, dravvings, specifications, tests or ' ,Urn mi prepared and Submitted by the design professions! or prepzrer I record who are listed in the Darta section of this report Substantiating I REPORT NO: WD200302 CATEGORY: Door. arid WindoNs SUBMITTED BY: ' Alaryine Daitoi Corporation 1�105 Addison OrvE, Pensacola. FL 32514 11. CERTIFICATION OF INDEPENDENCE Jeffrey P AfRI the Fooda engineer ,vPQ prisc.,ed lh,5,eiport, and Apex 7aClIrclogy . hpve,.nofi,ip,�c,,ialititp.rL-.,;titithprnAniif�ic;ttjiing sses oroiciri,)iiTionoft�,,P-l�rodijc.t.I -1 11 ril included inthis report JeffreV P. Arneson arid Apex Technology comply vI i a c a as stated in F Code, Admin EI Code CrIapter 99- 72.1 1 0. 2- PRODUCT NAME Model-, 512019100 Garage Docir Models 5140/9400 G at age Docr Model 9600 Garage L)oor 3. SCOPE OF EVALUATION ��twctural Transverse Wind Losids 4. USES Model 5120ft,1 00 5140!9400. and 9600 garage doors are uI for re&dEsi applications with specafied atowalice vond . press;ijes, ratts, I of 5 I:Va�nu-Dalwm . __'. - - ______ __ --------,-.. ____ . � _ itv;�`?�s . , -� colARDII in ZEW ! R,RMNT AND C , : DEC, I , FN.TEEN'�'�",_ i I IT r. CAPS AND f � �I REIAEN0 z _kdEo GENTER NRC5 ! 3AOGEC AND ADDED � , i 'CAVV` OPTION. I DENTRECATON MEDIOD ' IHANGED S11RIET � WOM COEORM 'A"T To � Q:AMfHEr, NUMBER I .I �/07/. I I - 1. I I . - I DE- S�GN CPSFY. �26.9 9'-G' WE I NAME 080 - . __� __ I "Naww" I TEST (PSE)i - uT07" IMAX HEIGrIT: 9-0 ItIRAWN I �/ 71W OR, I I jo I 110m: ,-o,yfs�,,R)a4�-L�L,?-,�mmL-m-,Lts5LqL,�,- HEDNIT; 2I"LCoEQKFPj 4/6 �rlI F 1-1-- --j �4FL_T' OF 2 i I I ! MODELS 5120/9100 . I HART NO, I NEV I 3o9t� .DVISON DRIVE _ _7�`M"o - I I FE,Nt�V,OLA, hLi �2514 � WINCLOAD SPEOIFICATiON C)PT�IC j 3�,8958 P3 11 N '.5", I (850) 474-989D ",P� R. AI RE I N (',ODF 0228 OLI "C"afit, ra; C, ---- -- � - _11- --l- I I 1 - --- wam I s`D. E`,A'1F,D 1,NFLm OPTION OI HREMI. SOD GI N MCI FRA.11 SE 'WM IEGETRI� -1i A MINIMUM IT lIS) il Cl� 1CR`4 Ni �11'Q I i.t`i .-REINS, IN OR I INM�I,EDATE SECTION (Ant, OR ViLT I iE I, 161D ANCILL - , CECO= TrICERTS) I I -OR. SA RC I _t.SS`RE$ SHOWN ON 7.5 DR -IC, I o_ SHALL T,AA A HASP- I OF 16 DA .., III __ 1�11* IN,' A .�v o,lEIT1 Of 1�' ,AZ.NC IS No IMPACT RF.SoETANr ARID CRI TRACK - 5 /16,il -a/0- - I ',�- N .I ITT -11REENTIVIS 1. ."IE-a"i ILI no;_i T.-I ICREI's JMIN 3 I " 2. I C 10 rANUL -11.. - ' 11 1.10.) .,-*jF I. CEAZINA IN NEI 11AME5 16 CA .IN OEST , � SCREWED I-THVIt ISTH A .Nv,jM a, (,C) #W' Icki "It,O&D IN :iop ON TRACK rinsill 1D.I. (WLTI� OR W1 I --- I ti/�`,�,,I,10,,�,,,R RICONATIO, IN-Ij,�EV, JvtOEDA $7A RIC � RESIGN PFES" Es DAN ON 7,,S ORIWI .-No SIVE. Al- A SIA-U. Hi I C1 --f 'AMS BRACK, A jo"� AND A M III LENGTH OF 39'. ,/,-Zl�S' RIAI , I EE G IS No- WAO7 RESISTANT AND DOES �_AZIN NUT' A I REQVIRVIELSI I _ ED ,/.._2O Ho, i ,,, � AN tX1 OR W'R� ace'r SIBIls RECt.s. N2T AT LAOH JI i j-0 Bi � MIMI I 3 11n. OR �, STCH EUEU A ! .."i or 6' CI �S_, CAREN' ROF I AND MIT ORDS Q PAAB�S kNINU. 7/16' I 1. .U11 NFOIT" 5RUNES� I k - LIDEA, 01 TE'ETRATOP F "i /� is ISET.1 GIAU_ .E EEONC1UoUO .1 FOAMEO N PEACE FnL TIRETRANE FOAM IF EA SIR- ED 1. ITASON, 01IMCA,Ly DONDED 10 CIA MIN. T. rACER Er,71 INC A 1=,_ - III tn,it�-FIO FMCKV1. FM CAF TO NAA A MNWUN �.I_ "ANI '-'A `N' DEEP T111, III Ili 6 "Is ..� Of 11' Skair I CTURA, ULDHE ,I o1ALL BE T'i IF, I Dex Ol SI "Do, - " SSfONAL or P-PI ETRIL Ty OF THE Pi (N.l "`C*REo An RECORD FOR THE -I ON CTR1 AN' I ACCaACE NX Wol CUI BEEFDNG RARCIP - 'CI NOI 4). SLIDE DICK SIADAN CCAIES ,OR His .-CARS ,S_oD Ill I's TRAWN. �01 CLAR, �' I - D To El Z,A I-— S�CTLRA� .'i�,�,7a,-L-�,� I III - UMKNiDEfRL AMe W PA,Z, ,�LR 10 , ,R, LOC ON ! A.= CnIN.Wo�CH . ATTACHMENT -10 SUFH_�-,,NG 5-�Rki ,;-O. 'Da (U RECT0. AND SEC xi i AND 2 � 8 LWAR ORION - DaG` WNAW . ON IRS 5 EST tOR Abrili LDUARS IN ADDED MAN ED IL-ING OF110,,S. I S`RFIII _-,'EozTNF� .�' A .11si OF �Sf teil' IIIII 1111,1I IN IF I .AN' I or THE BOTTOM 11- - JAMB BRACKET SCHEDULE IMAIPEN 01 'FN "I, - ODE, No OF @RAUNI RIAIII MEN FrD IR6=1 ,-EI M"QNE1(,�--JAWR)� OF 'i (Alt. DE.E'SONS, E 2�-) ,_ F) � (,B-",. `�` I S 1 Dlo, - � -- , - , "/� (141). 51, (G) I �,e- 1) FOLL WHO DIMENSION PiL.OTES SLI)i ED JAMB EIRACRI.Ii An _f to 0 Ac, 1) TRACK WIR I/I-Ea,�/W THICK POL-T IWO NO-, AS 911101 ASI (01) For - 004141 INMEissral DFNOI QI i JAia aRACIET NSEE,AE-ED 11 8U_--10RF1Y SLIT No ALEDETONAL "NOWARE NEEDED 70 A7AD TO 11AeK. � I �I!?i �_�:�_ I NOTE lst (O_Nr,�F HINGES FER 4INT R90LIMM ON Di WOVIS GREATER THAN ,S._G,� �:i) CFAIEF H.CEPA PER ai RECEI. Ei DOOR MOTHS LESS THAN EM MIAl- TO 12" 11' SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING ALAX DOOR WON OCEE ,.Ow, UNSOREM LOAD EAC, J-113 I�PL`) I I. AIT i -,��C_ "7--S; __�L_4_ .11 _--t "27.A/ -1- , - _N I ,. di, � I il,.-C. 41 &_+_ - ,TT_� - - .; ----- -- _t2`--/;Gti-R_____,__.,_ � - I I STAIC PRESSURE RACNIS APPROvED SIZES ISCAI �� 1,T,S, JSIZ�_ A I EI .. I ii . I I - - I DATI : I=- , - I --- aqw I TEST (PSP); t22.95/-25.50 I : W _ Iiii HEIGHT: 8'-c 0RAW.1.11 G� 1/8/05 GliT ; � NRIACT/CYME RATED (YES/NQ)� NO I SE 4/s/06 I _ftm I CTLO "EIG+111.21"I OfI " - � --- � i Da I i I VIDDELS 5120/ FE:__ ' - , HE () SH '91 Or - p 3og� ADDISON, RRIlf i � - � --.-- .11 All O - - : PENEA:OLA, FLORIDA 325f4 , WINDLOAD SPECIFICATION Or I 1 0959_� I P" .. "I T - A U11 , ,sAI11o*, 1i ItION CODE 02214 [!�,c hL .JA� i ,�3. OHI A _IGFNPf NOr 57,389 i ______ (HI 47-9-90 � _ "I - __ - _____L I .1 .A AOLXiCTAPLE ITEP P ACE LI V1.1 :ATF9RAi, RES __;�RE 1E (8) F-E-UNCRED FINTI- AT`iW>TI To / PRE-PUNCHIP, ,WEE � � HWI EAcP I FAIDI UPWARD I 10.700 OF U-aIn x � AHI) A1,I THR, CIO CAP I AETH 14 i/1-:1, . EACH END .1 ,2) 1/1-1/a, I , , CREED, III SI - , � - SELF DRILLING QRaPTIIE SCIEWS _��_ 3�__ - .j �7 , i:_ � �p Z'_/ IXEZ-6-L. �� 13 CA EWI KIDE �AC �i To "It'-001I HOLE O_ PLACE -SIR CAR INTEGRAL ITS WITH .IN r ., ( ) 1/14 .I E THE I01, III-FEENCHIT, HOLES F 01 END , ' R� END R ,Vj"E]1T * TSE I P"CEMING RaIrE IN � , TO - FACHRE UFWt AND A�AEEET toRs CAP AT I END MIR ( IS CA HINGE i SELF III IRWEP17 � "�! 4-1-/V ggj� D� U-BAlk F, D OvER TOP A - �, IT TER , I' ao'NEOM SECnow SHALL ON_'� WITH (i) 1111 -1 /1, EtHAPTITE, I (I IF I- . i ATFACHYD I A, E jo CAN AT EACH WRKERI AliE A � Y ,-,a WITH (1) 11, -111 7/a` SELF DRILLING - . DISTAI Go "_ _.QAEUa (11 R,E AVAIHI -- -- "TAHIOE OF THE Q-aA� � , I WIFTDII SCR- CUE TO CLEARANCES REWIRE, TO ;, .1 ON SEAN, �' - HIT- ECTI Ar THE ENDS 01 TI.E .4or `RQLA ., ,�' .- ; .-SARS, A U BAR-$ SERAL a A- .�� - .,--- - NITILL. ON w"GIRS litioi lo NSTALLi G WILER SLIKEES AND TOP Q�_Tilrll,_a �`TNIURL ON .1 U8An SEE 4TTA-F.T NCTFS ON -1 SHEET si.`Cz -BAR .I-q le ;A HENCE AIRACH-0 INITEGRAI RB IND ITTACE, III (�) ,/A ..�/I� A�, J�, CSiN,par S,I,.w,q (7 if, ,5;;_ - , .TR p) I/,_;ai - CRii 5CREn LI AHCH ARE FACTORY -ZIN � II '�HDU HWt5 A f kn,ADEQ, 3 or WTI EACH � i1ftEl HINEGRE ARL stELD INSTALUo) NTO - � - 10I I FAF AND I or - 1.0"Ar, (I RRU RE'ANCE ' WHICH IS 1,a� INSTALLED -, - Ch I PRO bolIFESM .. I 1� PRIC-PILICIDID ri HINDU ILENE` AND - 13RU '_ , . -3.1q, W0 Or LIBAIR AND ,.,a- N. C, soci-) DETA1 C Z2 CA BCTrOM BRACKET �ACTCRY ATTAG�M MR4 I � ;'I, - I `I�118 I I _ ��, CE I OVER 11TE., Re .TN /, A, ��, 1/" 'To, ,=,, .PTaF RCREW!; tiI 6�.R,, ql��" aQITQo - I I M ATTAfI �PU END CAP ___�_ , - Al EACH M WITH �) V-1.0/a, it 6, . - __ SELF DIOI - 110 MIMF 7 SCREW 13 - � ii� k � SHOWN AND D. (1) 1/1-11.7/s* SELI I ORLIL.0 CEEAMI SCHE ACROSS THE , - - DGTTDM WiTHE DOTT= ` BAR AT EACH F�E_-QENEOHED HIME A- EVER1 4 OTERES ce-Ti SCAU. AT � 1 ) ,/+ 'OI � DETAIL , I ETCIATQ,1� ISC , , I INELE-F-CHED ROLE LECKEI'lo"S . . . . . __ 1�7-1--l"I"111111,1Z - I � I ,, MARKER. E ,RQW, RE .QoDA NEI WE. E,1,51,$9 . - ---- � � ___..1_1__1______ __.___________ ______________ --- IO OA ADIUSIDIS `- PlICZ 1,11 I'AFT aNTI Ill FE.Tt XrTACHED To WITHE DE (6) PRE- PUNCHED FR2 _1U.CREQ HOLES , ( �OLES CAIN END rACINO UPWARD RE BOTTOM Or U-0. *,No Ah TERU END CAP A! 01 2) l/.-5/81 ENCEI END BEIK (2) t/4-t417/e _4 __, $r,E OI emiErr"Is CORE" \ CERREME_ r . , W-ILA.L-A I� CA ROLE 4 ELIPL A�,TACT�ED TO PRE -FUN -, HOUDS IN TOR OF J-5XR -PLACE ' -AN DAIRE INTEGRAL - .TI WITH ��MW4-14N!llsf CRWPTI�L SCREWS. THF. (a) PFC-PVI POLLS EARN --No VSU 5 N" FACING UPWARD AND A7TACH THIRD END PROPER AoGAMoETNWSLR`XXLFRQSEN�RE CAR AT EACH END WDH VCRI/4-140/r Saw, DRILUNG CFNMITIYE EWS - UZti� U_FEAR PICED CA, 00H JZ CA RENCE ATTACHED M THE - - .RI (A) 1/.-14,,5/8� /� EKTIOM 5W.00 SHALL O.i cRiMpurr �,�Eis (7 or 1, BE ATTACHED `ERU END CAP AT �ACH WHICH U% Lf,z�-� - Us, .111 ',I) 1/4.1/5* SELF DRELI ATTACHED) - CRINFELL - ECREW oQCAEU ON THE � , I WITON i-LANCE . 'RE L-UAI 11 � ? �� , . .�ffL.� TC1 QE T ANCEs REQ,i To 2' NrION 51INT , , :, , . RU A ,IF ... OF �.EL .Z ��,, I 'WEE. WOE ROLLER WIN AE', tiI SHALL BE 4� S711,1- - --- 1 5_,_MP ONE $17CIECRIES I -to N- SELE -� SELEDE. .. Tels DETA131 lits"Di OR RI SEE, ATIAZIAIENT NEYFEEE ON THILB SHEET i6 CIA HITICI ArTADEEED . PLAU a BAR OVER ME" (Ii) V4-2ftsle - � -1-1I 1B AND _`R 1:�,,� _/ WIT CREMP /_,__7�__ . ,li) �1/�_, 00/8" "C'TITT: SCRo,", (a OF _;�4;To'. CR,.PtE,E SCESE's 'If * '� 3 or " " � - PRE-PLINCHM - IT ATT,AC4 "`E I' Y" � __ EACH IINTE-SCI 4INCE �'Ylc`� � "E .114 IN EUJZI ELE . IORATION %` ,HRU FLMDAE "' I LJE To . TOP EIII AN' 7 7 I �� CH U-BAR Ai 901�01( *hFa 13 nr`.C�1�00TAL`LELD --. -�_- "o , _� .I LEW .0 I THRU - _ ILRU PREE-PoNe, to iKAE _:�!: . - WER OF j GAR .0 E��7 C IQ ]� � . 'IN L_ .Ai ENTEGI PRE C" acres) aELAAL-L 1 GA BI BRACKET FACTORY AT71ND WI , . I�. (3) 1/4-144/8' /i� - �,L_A� U-SLAR OAR TNTUEERAL RIB WN CIR.PTIME SCREW- I NI PCWN TO C,tXRI SOI-ECH _�_ ORACK%T ANEED A EEACki THRU END CAP i - AT EACH IDNP WELI �) 1/4-14,7/8' - Still` DRELI CREW TE SCREW AS � � ". - __ - . SIMLIN AND USE I 1/4-14,7/8' ScLr � KILLING CONE'DIF MISS THE P � , nkW AQ a I- - '01 . OF THIF BETIOM U-6. AT ACH EiRL-PUNCHIED HCO, Al EiiLRY QLT&L Q NINGE ECCATO.. LEE (1) 1/s-20I C INIETL sori A' ALL DINER FREE-U.C�0 ROLE LROATIONS, , - - I " SCREW `"RE It- - /_ -1 __ I - - - - " ,7 0 iii, - - i`�' �� _r_ MAN A N. 11ANNI If � ceiD, A UcErsF NO. 5I 6. DESCRIPTION Mortals 512019000, 514--119400. and 9FOrl doors are sectional overreard garage doors ' nsu.'cred with a learned ITT place pOt/Lrethane foarn, The foam Insulation is chemically banned to an Exterior steel skin and an tri polyerntriate skin ivociel 9600 has an , iiieflor galvari;zeci arid painted-32 gagH, sleet skin with an errioussed wuod atain exture firrish) to p vide a Composite Section fc, added strength of thE, �@IQge door The OxterLOF To s,E-PA skirl is construcari of 30 gage, AS7M AR51.1r)() CS T ype R steel with an ASTM A5�5 C-40 galvanized coating and two uoCt,s of polyester paint The extef or N'i Skin for Models 5120/9100 and 91300 is embossedlivith a contemporary wood gr-airt texture finish or - IF acohrupl, rancri tirverfical raised panelwood grain texture finish The exle.-ior sl skin [,if Modi c14iUt940O is euibds�,ed with �i !� di fecesseu cen,:,4 ,vUSuEJI grain ti finish arid may Lee overlaid with optnoa! decorative tfim foei Each pinch Resistant sectio, I is reirtercerci integral foa Ent filed horizontal struts at the lot, and bottorn for ddd,-(j riguity at Id COE IT lectsid together with 1 8 gage low profile fairch resi it Let Ite, hit Mats � and 15 gage icrw profile pinch re-sistant end hinges Models 54K)CV91 00 Ocons'A/Ith notion oodepssemplies iIsteo Ili Tarole, 1 of this reportare ' � innted to a ma,ximum Section height of 2-I' and are reinforced with 1�11' deep 20 gage end Ca ITS 10ccels 5120,1CI; 00, 51,40,19400, and G,500doors wit', option QI assemblies listed in TEBIcE - , ;i ;1 ofthis ErPalporT are irinflect to a rna-girtrurn Section height ,of 24- andare reinforced witr 1 4' deep, 20 gage arid caps Models .514019,400 and 9500 cloors with option Code as,serri listed in Table 3 of this report are imit ted to a maxtrinum section neigh' of 21" and are reinforced Nvith 1.4' deI 20 gage end cap,ES, Door Tracks Ir he optoncode assemblies listed in Faces 1 2. sic 3 otthis report rove porn horizontal ED I I ASTM A�25 G-40 ga�vanjzed coati rig The vertical track-, are attached to the supporting re A svith an a, ILI verU a) tracks coc,structed Of m frimurn 16 gage, 40 ks4 stilsai and fins . r I gage jamb brackets as specified on in-- most fecent manufacturer s Structure vivitri 1, irstataticri inatructicnsidrawings. GlazedSections Unless nRoI otherimse the ormori assamblics!iStsict in, -able-, I, 2, and 3 or this report are available with a minimum oII inch thick Standard SSB glass windov,,. tinat �_ - an, are irl,tall,4intrarries ,Jit�".rt,�,Jitit�,et�)�,o,)r-terrrExlatc,s--c+,in��c,f�Vieck�or. The , glazing RE noitniract resistant and doesnot meet'llne, requirsimpots 'or wind- borne debris regonsi Reter lothe mostrecent manufteEturef s inslIz3flation instruclionshi,alAings; for glass sLzE, limitations , I IRS, , Of � Wdvne-l'�Eilo,n .., - . "'ORto PANT TO SIAMENM NUMBER. CRT S/C7/06 SECB DOORS 16) �% ED PA, I ITPD CAR 14 I il-�A�St GRAL PIKE A5 (4) SECTION Eloolu, AlIN ( 3*, 2D CA, a* F%`?E _SARI LOCATED O"FIR INTEGRAL RQS AS SHOWN __ 1. ALL V-eARS SHALL BE PLACED ONER III Res ANO ATTACHED THIRD PRE -PUNCHED HOEq *Ili (2) '/4-ieSt/e CRIMPTITE SCREAS AT TACH ENTERAIIII Hi �OCATIECH (2) V , 4-14xrl'B* SELF DRILLING CRiiiennE SCWW� AT EACH IND CAP '? PON, - PAIRS ON BOTTOM SFC71K" - e�F URRI Sic,EWS APPRONTMATtY IiWWAY SF7W%EN - .1 U (ID(CE ' DITAIL II AND D THUS SHEET), (2) 1/AXI END OF DODIR AND INTERMEDIATE I LOCATox. , + APPREDE-LATS a' - EACH ENCE. TI L SIS A 10"At or!�R$CREWS. T`rACHN. EACH U_F AR FxCEPT J-8I ON BOTTOM SECTION CiIII .A1, A TMAL OF (10) ICEI �CEEH S. MI. INP EXEDEPTION OF THE (B) IRZ-PLE'CHED TIOUL, !IN I-E TER I At � ,I LA . END USED PER ATTACHMEC-1 .1;TRE REQUAR WOEs AND ,.HE (I) P E-FLENCH. LOLEC IN THE ROI OF F�, I USED FOR THE ATTACHWENT OF THE TOP FRETLK AND ONI, NOTES DRNFRWSE 01 THS SPIC. ETAICNE D-Wii X1 I.-IDNEHIND -.I N AT D-TARR MAI RK ATTACHED 1. 1.1, CCOR WTK "Is1518" CNIMPTLIE SCREWE 'i, W DEN _SANO S�Aljl Sir STAMPED "., APPIECE.-I S' FROM FACH END. - , - ___ -,-- I - I I - DESIGN (PSII -26.90/-30.80 MAX IMETI E � NAME TEST (RISE) +4 _�_ CRT (11 'I I . [MPACT/GYGLI, fil (YES/N ): NO MAX SECT ON III 21'lEHEVKEDj 4/6/06 i III MODELS 5120/9100 I SHEET 2 OF 2 3395 ANCI OPIVE __ � EERAWII PAer NO, I REV, NSACOEI FORIDA �2514 PICATION OPTION' CODE 0228 1 I 318958 1 P,3 (am) 47"4190 I i WINDLOAD SPECI �_C�_s ,- IDIAL � _3 RMIRGI TO CI CGREIIEN! AND CRANGED , BAR FA�'DNER �,rpr I r',i,;"* C,,EnA,W'MD I I !.C�ANQED a TER HIENCE I UIDE AND MID I "Vvlai OPTION, I "ARGEO STRIET EDEND1,.PON .EIRCED I " ;ST"CLOERM PANT TO I NOWSEEN . . Or 3J.1/.6 I . (6) 5porigN Gooks WTEl (66 3'. 20 CA, 60 Ksl -am$ LOCATED QWR Willialot. REBS; AS WOWN ---I--,- I') SpEcrox DGEDIPS r W IS) .r. . CA. I ED I"' ,"', ,,,oi,ra �1 ELCE, INTEGIRA� RESS As il SEENN - . J-jaa- _AUA�ta%Dfi_aQcl1 1. All D-SARS SEDI- ,X ILACED O,iER INTEMAL ANDS AND AT'i NU NRE-I'LINCHED Ili WITH (2) I 14,5I oiiiientnt SONEI AT EACH WTERMECIDI EIi LOCATION. ',V, 1/4�1,11* SEEIF C LUNG ORLIERTITE SCREWS AT EACH END W, ,ER.EEPT 60I 15AR$ ON 5VIT9. SECTION -- Sli .A 'All . .0 0 IHIS 1HEE (2) 1/4--I-/a- CRMPTTE SICEREWS APPRWiTELY MOWAY SEIWIENI END or DOOR ANO ilELOR.OXATE HENCE LOCAIM, AND (1) 1/4-1I.5/n' ClIMPTIE SCIWEN APPROXIMATELY er MOM EACH EN,D. FOR DOOR -O* WORNS, GREATER iAAAr 12' THERE SHNI FRE A TOTAL OF (tita SCRI AnA&;NG EA& Li EXCEPT Bitall U-FARS RIN BOTTOM SECTION SHALL HAVE A TOTAL OF ,18) SCREDIS EACH, FOR DOOR Marrs LEFS THAN OR EOUAE 70 12'-O`� ENEIRE RRALL OF A TOTAL Or (16) %CRIEWSE AOHNED I U-BAR EXCERT Mrs U-Bi OR BOTTOM Sr."N SHNU HAIAE A IDEAL OF (14) SCRIDWS ENER. 2 "T,j THE EXEROPTON I IF. (3) RW�FUNCL,FP HOLES . - - 11 fA. ON, _RSI) " ATTA01i OF THE RMILER SEXIES AND IW (64 PIRVIUNIONED IES IN THE BOTEROM OF EACH _ , ,is, 'OR THE RETACRIEFTIT OF THE TEP III AMID UNLESS I 'RED OTIMR14i ON THIS SKC3F'(;ATft DRAMNG ' ALL PRE -PUNCHED ,DXES IN ALL U-BARS SHALL BE ATTACHED TO THE 'ON *IN i/�Z4.5/B' CMW117 SURFAS. 5. N CA U-SASS SHALL BE SIAMPED '31- �PKK4ATELY 87 FROM EACH END 5TATC PRESSURE RATINGS f AI SIZES 1-CALE, II 151a: A Il IL AMILE WLDTHI DATE _ �, _ _ *= _ Fe 7NE'i AN 3/a/06 4=1MT1 11 I -KED 4/6/06 1 MR6 -ftn1j _ ros�_ 14EET 2 OF 2 "I ea rXEM, MODELS 5120/9100 � 4�195 Aopsc&oram, f - - - --- - - � __ --- WI PART No. I REV, N SAI FL6 (IA i2554 ,I TION C( --- ---- - I- ,318959 1 P4 WINDLOAD SPECIF)CAgON OF )DE 0229 (am) I7�98grt i - � ____ - Z(ind I oild REMll Af Option code assemblies listed In Tables 1, 2 arid 3 of this report are braced on ihe inside ofthe doors Arth three Inch horizontal spanning U-bars Each J-I�ar is rri of either 18 gage or 20 gage ASTIM A653.00 steel with a minimum yield aVenctr) of 80 Ksi Rind � - are finished with an ASTIll A525 minCrinum (�340 gaivainized toosating The gage and qUandi of U-bi, braces varies depending On the annount of windloac resistance required and the heig;hl Of the dou in addition to three Dri non7ontall spanning 0,11hars, Rome of the. option code assemblies 1�sed Ill Tables 1 art,,] 2 Of this report are braced With VeitiLdl alUnIIIII.IrIl posts (Trade up Of (11-11�t�i,�ht�,-,ick5(,�j��.--6all,iminLiirall,Dy. The post,Gs a telescoping post assembly The outer nip,mber outskie diarreters 1 7,, � Nv4cjF x 4 00 long T he Inner member outside ' diameter I,E 1.47" wide �, 3.7-7 lonq. S. INSTALLATION Ali option code assemblies �stad in this report areto be uns,called in accordance vifth. the most recErt manufaCtUrer S published installation instri-rdlonsfdraRiPings and is r pi th. a ,, The rrost recent manufacturers installation instruclionvdi-awings shali be Strictly adhered to and a co py of these. ir,,Strtj,-.ttcjrl,li,lcila�,jings shall be ava ilable at 8�1 times on the i On site LILering Installation. 7. ALLOWABLE TRANSVERSE WIND LOADS Des-gri wirrd load presEures, for gaI doors shall be determined in accordance with section 1009 of the ZD04 -lorida Bujiding Code and shall not exceed fine allowable transverse wind loads slaawn ri the froljowt-ig taties Table 1: Models 6120i9100 Allowable Transverse Wind Loads (21" Maximum Section Height) Wfirdhoad Specification Option Code Maximum Size Poslth% Design PSIR Negative Design PSF � Reinforcement I Glazir ,loiiada�,,. - 0228 1 91, 1E. I S�11_ 26,Cq , 3080 1 3", 20 gage U-bill 1 Y��s __ 0234 1 0 -Y 1 __�i_-� 4-320 - - 4G, 60 V" 18 gage U-ba'. ---�- No - . 012�.P 1 16'-O' I 8-0 . I 530 - 17 00 I 0213f) 16I I a-lo, "'s '), I 1218 80 �`il`4 18 awt, I 1-IrEED, yes , Q45 I 1 02$3 10,19, ! 5'.0, - - _.��_'!?��._�L�L_L_ 161-0`1 I 8-Q" , �Egi 20 _1L I 42- 18.t�o 4��.7tl 1590 --l-L.. 2070 - - --- - ---- - _? LA -a et)-oarsH 1 �UMITIPOsl _L _iIIL _L s. 0 -qt!LL�j,�____ __________�_K ___ V" 18 gage U-iiars --- - r4o E�� _n: - Yes 1 0236 lis,_(r 1 8, 0" 30,10 33 50 3' 20 V,ge U-bars + (1) AlurnER.E.Trin Post `4. t 9, -I' 3920 - 4370 2!' IS gage U-Lars + (1) AILEET'rion, Post , No I i i i l'istEQ3 .1 � 'X-i,1DlX,P - , _____________________ ___.- W= 1. "D T PLAoin) EANE, 0PEK)N - 1190- _.__..________ MNAXUM SERN GLAZING IN Mai FRANI , , SCREWED TOOEII W19 A VINPPUM or ,9, I3 6. Pi E #W' .CKW3 WEETAU-ED IN TOP OR INTERMED'ATE sconoN (", OR .n-QI D CORIT .Ncr UAR`ORM STIED ` 13 CA I MILE D ON F= $DAILL 14W "T ON THIS D"WHI G'U'7" A MAXIM',* RrICIAT OF " IS CA .1. NOW Is 7., AND A MA'44om LB`XDH oF I- - n G,41HO I$ HOT IMPACT RZOISTANT Z,6 kirs TRAQK HOT ..I THS REEEF)i�RENENTS FOR / .4-5/8' WRI DEGRES REGIONS LAO S5Mi& W (Mr. 14 22 LONG (4,AZI,D PIAID, OPTION - NOT AS SIND WIN) Av Aeol WERN THis OPTION CODE IE MIN OR .CM DOOR 5, . Acro A -OF N i/_2oA;I/16- r,BIcK MAXIMO" 0, 61 (11 MUST o1A,RI_AR` TO, IKLT AND 1/ O I- AND poC, ENDS OF PANELS ARENNUM 7/'LB' NUT A -1 EACH a- 1 Lola TO MEET Ni PRESSURE& RRICKEET LOCA11ON 4 IFY LOCK. SERE I (I OR OPERATOR 6 Gis MIN VERT RECEARED. �ACK 5. saor, N SHALL HE CONSTRUCTED WITH FOAMED IN PLACE POIYURIET"ANE FOAM NSE.,.ATION CHEMICALLY BONDED TO 30 CA MANGUM FAII 97EL AND A POINLAMLI t'llEEN-SA" LAG BACKER, END CAR TO I� A WEIMUME 1.1' �.Vii AT EACH DEPTI INN. IIEFAENEI 6� THE Ms., OF THE suppo"i S"'GE-URAL. ELEMENTS SHAM, RE. -HE RESPONS31i OIL THE PROFESSION& OF RECORD FOR THE OULDING OR $TRRDCTLNE Is GA STENJED ANO IN ACCORDANCE MIN QJNEGENr 9DILGING CQUES F� RE LOADS Ui ON DIIS -8 .Ri,ciens SEE SICHE,DLEE FOR DAP-G. QUAHI LOCATION. ', DOOR JAAe To SE Mffolili ItAt IND TTIPE S��CIURAL GRAle LUMBER. REFER `0 dials CONNECTOR SUPPLEMiT FM .TTIAORMENT To $EEPPOI SlIvoll"RE. KEY LOOK OR WOE LOOK 6, LovWER ORION - ..I M!Nwm ECT. ENDS (No, REOJ�M WIN OPERATOR - LOUVERS IN FiCtoM EFEAMRS - SEE -IT' -1 SICRISNIED TOGETHER MET, A I.E.I.- OF (6) f,�TN 5 INSTAL-LI IN -.,RE END PAHELLS � I BOTTOM CIECTION. Li WN FOR 'I CEIARE, E I I &QM (�) SECTION sWiG 1 DOOR SEN A, LAE SNEUT 2 FOR U.-Do"' CAT S I U (3) SECTION G OCFS AND SETE NOTE I ON THIS SHUL! IM C,AzIN. ORTtO11i JAMB BRACKET SCHEDULE DOOR HEIGHT SOL or "ch"N' I Aoi Di aiii EIRIeKETS MEASURED M BOTTOM X TRACK (ALL EXAGEISIONS _- R') 7-o `E It . T 3' R_' , � /,' . I at-01 5 8 I r - (ja_l), is- (oi), 23. ,aI 34' (,I ,� ../e (O'). so- (do o. 67- (Q), 75- 08-i) -1 II lie- 1) FIXILOWING DIMENSION DENOTES SLOTTED 6 BRACKET ATTAOI TO IRACK VAIR 1/�2UEAR/10_ TRA� 8CxT Ii NVf All SHORAN A801I �g,ti rc,,4ovolo PROVEICIN DENOTES, QUICK INSTALL iNtie BRACKET INSTALLED IN REERIFLY NOT. 40 AD XTIONAL HARDWARE NEEDUD TO An ACI TO REE,oN. SPE I NCIE ON SREFT 2 FDA U-BAR DISTAULAILLION CA END CAP Table 2: Models 6120/9100, 6140/9400, and 9600 Allowable Transverse Wind Loads (24" Maximum Section Height) windload Maximum size - Positive Negative Glazing 7.7 7'-� Specification Design Design I Available Option Code ... PSF PSF Reinforce, (YestNO) 0600 9-9' I si-0" 2C.90 ! 30 80 1 3", 120,jage, U-bar. i ".. __�nf� _ _, _�:�' -"----- �?'-O" 41 00 _____T17 � � �_-_,� _ _ ��. tr�rs i I ��_ _,_,_,__ ,I _ ____ ...... - W02. 161-0.1 III-1111 � � - 15,n 00 , X)CEI Ll yes 'E" -olins, � - 0601 -1. XG4 - 1��T� __ 8,�',� �59 2-0 " _1i___�n_ siost !I NO 0505 181-01, SO , 5 30 1 17-00 3", 18 gage V-I�e,rs yoo I i 1 0(3,)6 IsIro" &-o- -n 00 1 3.'i.so 1 3", Z)nanc U-bars � 0) Alunnowni, post 1 140 1 0009 is'lul S*` 1 �9 20 1 43.70 1 �", 1 8 Sai L;-bars + ll) Aluminum. Post ! IAEDE Table 3: Models 5140E`9400 and 9600 Allowable Transverse Wind Loads (21 L' Maximum Section Height) Windload Specification Maximum Size Positive 11 Desgin I i Negative Glazing Design Available -"7--T- Code '. "..." P5F I PSF Reinforcement (YesiNii) I -2ption 0607, I&-Ci, 1 6,-L", 25 gD 1 2&60 3� IS j.gi,, U-b YS, - - .XO8 18-9- I S-9- - 1850 ___ - - --- ____ - - - � I 26-70 3", 16-gage U-bar, I �,.E & SUBSTANTIATING DATA E 7 est Report Number ,TC-06-976- 17575 1 Ili aorcordanrewith ANSIX)ASNRA 108-1002 by E-C Latkxatofits; 2VI Buell Road, Rochestei, N Y installation drawings arid ns�aliatio,i instrui have brQri proyili�d by Wayne Dalroin Corporation, for oach optho. I code nserribly listed in Talates, 1, '21 and 3 tif this report 9. CODE REFERENCES - Honda Buildina Code �',004. EERIER, Section 1909 Wild Loards, Secku-, I _1145 3 1 ANS11DASNIA 108 10. REPORT SUMMARY '. review of the data submitted by Wayne Dali Its my opinion that the rriociels as Upor . Sescribed in thristSpor Conlon n. Uvith or arc a Suitable alternative to the code standarGs and sections in the Florida Buildiog Code 2004 edition listed Ill section 9 of ths repon I lago 4 ot S IS CA OPERA". STILL ADHERED TO CE'ETER OF - I I RF h= (�d .ENTER HINCE$ PER 10INT REQUIRED, ON PRON IIII orv.w,ar 'I'A. IZ1.0% (4) CI HINGES PER ,xRNT PFOVIRED ON DOE01 %DTI THNN, OR cWA, To ,2,-V. GN S ON S PC NO UC MAX DOOR `MDTR DIOR - "I UNIORIA L I JAMB (I TF_� ALI --- I�FT2,_'-230.4 WIVIr Al�' ___15 �13/Z_ia�1-ii7 12'-' A" ,iss',172A I-Or - - - ---- _____LTR7; -_Q _____ -1.0 AGUES, SURENIM111-C AN PREFSECERX ,CMDA � 1VAX Wild 16,-O, NAME - : i (PSF)! ,25,90/- 26.80 TH, I DESIGN ! TEST (PSF): + 38,86 I$A* I CERT i .I N � �__ I 101� WFAC1/Q',`i RATII (YE9/140); No jNXAX SEc"TION HEIGHT: 21" QHIRC;ZDt4�;�06 I iiii ; � MODELS 5120/9100 i , I W�W� I I SHEET I OF 2 t I 139D ADDISON rei -------.- - RAVANI PAR7 NO. t Kv, 1 31 D It MARK R, BARROW, RE I PEN$AW.A. FLORIDA 32si4 - _�, PID13C ! --- ORION LICUI .0. �1.*q I I 474-9890 I WI SPECIFICATION OPTION CI 123, P5 � � I I I I. LIMITATIONS Any reference in this report to the manufacturer's'most Fowl* informattion is a direct reference to the most recent information submitted by Wayne -Dalton to the Florida Building Corrimissionas part offtir Florida Product Approval application for the option code assemblies listed in Tables 1,2. and 3 of this report. This evaluation report and the most recent Installation instru0i when required by the building official, shall 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 listed 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 parnal Inserts do not meet the impact requirements for the vAnd-bome debris regions. 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 shalt be labeled with the manufacturer's name arKVor trademark for field Identification - I Z, - I . Jax ology, Inc. Jetliner - esi P.E. P,E. No. 58544 June 22, 2006 , --- ) .1-gy I'. ...", P "EITI-Dal I I Pw -5 of!i Wayne-Dahon - I� CA ACLU`ETI FOR PLACE V eAR WZF APEER�L NS TXIURT ArRIERRETE 11) IRE-PONCRED Re-E. j. MERSIM OF U-SA. �M`H , - ,_ , `H HOL , LE (a) PRE-RUNCRED 'S EACH END ENDING UPANARD MTH (2) 1/4-14.5/'B' I I AND AoAci ,R,ki Ena w- At EADID END W7H (2) 111�016` CREEPITIF FORE.- _�, _,_ SELF dEAi CRAII SCIREAS - I - - P r _�.7A& A 13 CA �XJSR WERE AITACRI I. ' -_ - - I N�Ifo "I I TOP or U-BAR rit U . .. BoR '_ ' , ��W` , WIT (,E) VI-L-1'r oill"i SCI THE (0) PNE-Pv.,ru, HOLES EACH END "/'* "' "' - a. ,".No LIDN' IN So E -1. rNSLRE I IS '"I "" PROPER AUGHMENT or BoIULVERS � " OF "', I FACING UPWARD AND ATTACH �.I E,� :AP A( EAcHE ENDE Mr. (X) 1.1-1.4"., i � I �' M,Ui CRISPITTE SIlSR1WS 15 CA PENCE ArIACEPI ACHEII . I - - _- I `_ / / - 96W J_SAR PLACED ov"R TO' kw, SeRel, 51c SHALL 0811 A,_ Mr, (A) 1/4-14.5I , lior DISMI $CREW$ �7 or - I I I 35 ATTAC,F]a lli�D rGD CAP At EACH _� WHICH AREE. f�nri - END .TN 11) 1,1--,/a. SELF "t.a.. -.1117F ItEiIOEW OR Irr ____ AITAOSUGI - , I - _�_ - - . LCC.I DOTTOM ELANIRE, 01, 'RE E.-BAR, 2" RYLON r.00"iti GARD � . 11 , - IS= DOE To CLEARANCES REQI To INS' Rk OCI A' IH� ENDS OF THE "CULER MIN �_ t- , I ,_ - � v-ai AL� , EARS SHALL, er I/S, I __ QETAII 8 ,,is - WW � 1TAtS'1QG `REAUV,'w=_.`C `O,`F A Pa: THE I-SAI SEEI "N MII�Ni NOTES ON THRE SHEET tO CA -Rli A-CHIRD PAGE J a. �jGHAL_EEjD WnN ra) ,/. ,,LI �/S- - R - I AND A-PEAC-1 MirH ) 11�20,,5/8- 2 OREMPTITR ODI DR G, Ali ARE FAOTOi _�Y��:�___ et- ,, 4-:,_ EAD.PI I RE SURI D`xU NRF-PEjNI RIE31s AT ATTAW V,3 OF WHICH An FE��D "ALLED INTO toli LEAF, As IRS I OF WHIIII, III HELD '-'Alto - - I � -1l- _2� EA�`H INTERMEDIATE HNS, LICAMM (I DONE) FL-06 OF U -BAR AND DONT,ar TERITO PBE-IINNEcAn, HCER / . HENSEE, I ..D I EHRD "a OI L-RAN AND IN j-DAR) - MIUCHAIL REV Es' stlJoil.-) DETAIL C 12 CA BOTTOM BWEGET - FACTORY. ATIACHITE .TH 13)�O/ __A-R/8_ 1� _,T -I- 1, I- , OF U-SAR ovi .-,,.A, fas -ii /I �R , EI ,+, I _��,� . - ��_Z_7;_1'11 NOIC, Do- To oi 5o"DA, BRACKET AND ATI Ni END CAR . - 1 is � AT C�C. END AVEV (I) I/1I Sn", ORLUNG Olomi s EW ti, , - - . . `L� SHOWIT AND USE (1) 1/4-t,117/8- SELF � I - . .11"INO CRIVIRTIK $GREOP ACROSS FIE W 100 OF IHF 40YTN Q-OM AT DETAIL D EAC1 PRE- RUNCRED HOLLE AT I I LOCA110% UW (II l/-2�/Tif CE9.11T7 SCREW I - oRNP, PRE-PUREETIED HQUE LCCA1.& I i i r i f � : : I 1 3395 AaOI DRIVE , NIAAK�R.LSARROW PE T PEN5AQQUlU P.Q110I 3?.51 � LORD. TQ Hits 1I 5/�VDJ ! (850t 474-9890 . , GA, L ,A$ I,i) SECTION DOORS WITH (5� 3'. is CA, So KSI U-SARSE LOCATED OVER INTEGRAL PIGS As SHOWN, - `�_Ua_ ".oHIMIaKT-AZIES I Ai U-6A 3 SLAII I Pi -ACED LEAR .GRA_ RGE5 1110 AITIORE) TIRSO PRE-11NICHED loori III, (2' 1/A5/8- CRIMPRI-TE SCINEWS AT EACH ' ISTFIIAI HINGE toc.EECI l2) 1/4-4.7/8' T SELF CRTLANG CRIMETTE SCREWE A, EACT, END CAP 1.rXCER`r aterii ]i SIRE ON 803't SEcTIONE -- SEE DETAIL B AND 0 qTS SHEET' -'2) 1/4-14,5/8" " ' GRIMN'PIE SCREWS VMMMAR MIC"a "ETWEIN 'Eali GE. LOCEATIONT, END OF DOOR AND IN HEN, AND (1) 1/4-14,5/9' CRITIEPTITTE SCREW APPROoliI a' MOO FACR FN0, FOR OOI ATEIF GWATFF Ti- 12'-C', 1I 9-All RE A r, TOTAL ts' tiBEE) SCREWS ATTACHAD FACH, U-0i T P� ..'I )-sIlts ON FROTTERM Snclrr. Si AAW A TOTAL Or (18) COREENE& EACEL FOR 1.(M . ,r,T" sli.l. I A TOTAL O' " S`RT`WS EACH u-6AR ELICEPT SOI, I- Ok B.I.. ,C� 2 WTI: I. RxoE,rEAi RE Ic (ol, Ti-RuNO'co is 11 THE 10L - OF E- ENG .ED `Oe 17TACBI RE 1H,- qI s,oCC Aha THE (0) 1PE-PUNCHILD HWEZ, ISED FOR THE AIIERISN - "i" '-, �E__I, -0 UNLESS NOTED 0:*RLS, - FI SPECEECATC. DRAWN', AL]i FRI RUNDJED NILES N ALL U-SARS I.- BE A-CHUT 1. THE .- -OR 1/- ,,41a* CAMI Coil- � :8 CA L, GAR$ I.IALL BE STAMPED '46' NIFTElOINAILLI S' ION, F CLI END. - 4�1�___Dws HINGE MODDS v12019100 I MEET �1, OF /. r_ - � -A*N,C,PA,R,NO. 1 ;717. I - \I OAn SPECIFICATION OP710,N 3 9 C.DTF 0231) I I I "s 1 ____ N % M M RE = 1111111111- 0 N III ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flolida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 I C� C) In 2 LU Z t.- CD 0 =) Iiiiiiii U) V" (A 4 4 . -4 �', a . M a > IM %Q _j a %D < ca Tio vii M I Z (L Lu M r,J �� X Oe 00 < 0 _j OO U<�7 P M: t W, ce U) M 4 < t; CL 00 Z E Z LILI Z M LU 3: �_ _j W . Z CD CD IID =1 III- 11ii- LU () LLJ ::D = 0 L/) I 0 < CZ > n 0 LU � W (4 0- < 0 - ca < 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 I NED AND EALED FOR THE SMUCTURAL 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 LS PROHIBITED. - REVISION: DATE DESCRIPTION I I - VERSION NO. � � � SHEET TITLE: WAYNE DALTON GARAGE DOORS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH DD 200 . _1 0') Ir- (D Z 0 _j 5 00 - M IT-- C) N I N LO I C) CID T_ LO 1I 6 R�p�,q p.pl r,,,: 1-ci�Sp,.1,,(f.-I�k ETT SENIKO)9,222005, 11,3204 AM I vvs� 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 ManufacturingiMachining Specifications, and under conditions set forth in the Certification Agreement and Listing Report, Including Manufacturingl/Machining Specifications, This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. Client Number; 35315 Report Number; 16742-1 A� 1 8, 1 C, 1 0� 1 E, I F, I G and 1 H Evaluation Center: Elmendorf, TX 7B112 Applicarl Listee: Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 Product Covered: Milestone Single Hung Window Testing Standards; AAMA / NWWDA 101/l.S.2-97 SBCCI SSTD 12-97 ANSI J AAMA I NWWDA I 01 n 2-97 State of Florida Product Approval Rule 913-72 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 Apply the Mark(s), f0l"I""s I - . � 11 ; - , � - - I - I ' This document supersedes all previous Authorizations to Mark for the noted Report Number, I I � - I . . - I I I . � .. � � I . � Au*~*, 1� � — I , so"# LOOIW% omfwxgm.16raw 11 I I ' - lorimixti-Tes. �4'8.-'Mlllek ouv=1an", I . R�0.11, rp=d Ebl.'l,��i.',,P,,,ILI(Iiito.ri�kETL SE_'vIKk))m9,'22!2W1 11:29,29A.M : Pwp,,il p,qw�dfbr; Incic Spr-]�,,,(bntrrn�k LIL �EMKO)oa.9,121'2005 11:2144 AM I I . � I ,M, �m t� . - I I i mum"o ' , � I =_ AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the Product Covered � This authorizes the application of the Certification Mark(s) shown below to the Product Covered described below herein when made in accordance with the authorized Listing Report. including I described below herein when made in accordance with the authorized Listing Report, including Manufacturing/Machinih�, Specifications, and under conditions set forth in the Certification ManufacturinglMachining Specifications, and under conditions set forth in the Certification Agreement and Listing eport, including Manufacturing/Machining Specifications. This Agreement and Listing Report, including Manufacturing/Machining Specifications. This authorization also applies to the Multiple Listee model(s) identified on the correlation page of authorization also applies to the Multiple (s) identified on the correlation page of the Listing Report the Listing Report. Client Number: 36316 Report Number: 16742-2A, 28 and 2C Client Number: 35315 Report Number 16742-3A, 38, 3C and 3D Evaluation Center, Elmendorf. TX 78112 ! Evaluation Center: Elmendorf, TX 78112 � Applicant/Basic Listee: Florida Extruders International, Inc. ApplicantfBasic Listee: Florida Extruders International, Inc. 2540 Jewett lane � : 2540 Jewett lane Sanford, FL 32771 Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 � Contact: Name: Robert Amorusto Phone: 407-323-3300 Product Covered: Milestone Horizontal Roller Window I Product Coveted: Milestone Fixed Window Testing Standards: AAMA / NWWDA 1 01A.S.2-97 SBCCI SSTD 12-97 ANSI / Testing Standards: AAMA / NWWDA 10111.8.2-97 SBCCI SST0 12-97 ANSI / AAMA / NWWDA I 0111S 2-97 State of Florida Product AAMA / NWWDA 101118 2-97 State of Florida Product Approval Rule 9B-72 Approval Rule 9B-72 This document is the property of Intertek Testing Services and is not transferable, Only the � i This document is the property of tntertek Testing Services and is not transferable. Only the Applicant may reproduce this document, The Certification Mark(s) may be applied only at the � Applicant may reproduce this document. The Certification Mark(s) may be applied only at the � above noted location of the Party Authorized to Apply the Mark(s). � above noted location of the Party Authorized to Apply the Mark(s). : I - ._1 1. ' - I � --l" 1. � - , - I �_ I POWN : "I �� ; �� I I I . I I , . � . . I I , I I I I � � I _� - '� I . Z` 11" I ;i �.' 11 , .- � . � I I - � -, ' i � 7, 11 - 17 - 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 Aiii"lloilli 149 : Airlihtsrliiltlllr#�� J�_ � Owflastot"ONVICwtiomogalowsoor an-ompr- . I . I � I I 1. � - � -taimelbittods,04misesilikitax. I I k&dA' P =AW-0--fililklalic: &*I I �� I It=OOA == . Pat-, - _0 - - ; : I Fl,�i�IaL',xt�.d�r,I-nt�,,.�.�id. 11 1_'632;R�,� SCU222005 1n,,()5AN4 jlwt I of' : Florids 1'-,I.d-- Im—th-t. In,. 126.13 � R.: S�t 22 2005 10,2�A,M . General Notes Drawing for Milestone Series 1000, 1600, 2000 and 3000 Non -impact Resistant Aluminum Window and M Patio §lLding Glass Door Installation Details .. N -g 3. '� �� These notes are provided to ensure proper installation of Florida Extruders Milestone Non -Impact Resistant Aluminum Fenestration C Products and must be followed fully. This General Notes drowinig shall be used In tandem with the product specific instalation drawing. Ot $ '-4 i �� I! IT 6 A) r*neril HallittLiagmium.owilptim 1) SHIMMING� 4) RXM4- a� F"ANCIE fRME WINIDOWS - Shim as mQuired at each installation fasterter with land & Oreloy(U).00dbuckling: tow" shim. Thernialmum allwablea0m, ftzkto ne SX. 1K RNFRAM WRiDGM-Shnwwqwmdatexhffnt0at�twt�wkhlmdbewkN Shift The maximum 000*6 Shim a3d; 0 los L/4�. Appty a bead 0i'vullmin 116 1. Appies to at reb-structural buris Was then I 1/21 thickrims. Not trittanded to adhesive sealiant or approved "mi at dx� fastener location, prior to swe" ithe shim to " to nominal one by wood buck oni aftm t1ho shim to the vAstmft arWor amsow frame. NO bowing between ft shim, 0. ore by wood bw" ON be secured to tl* substrate (masi conafte or WbStnfli wirdow Frame are required. structural wood bod" or fir" using limitations Out" for On application, L IALI*�m�hl*minng optionisemployedwittifininedwhudows, shimscan I- Yftpodt&WCWCOVWWXn*WMOMM=ftMstftn.g be Imilied to the kcabon spacing where wood scees am required, ft is not rewmrrwvts for the becift their $11`001 Ihe followed, 4inelemove, that the shim be OtImcdcar efllb� the F" Z Inhaprockscrapecillittrisialliadandinevi prmbribeflabanting c 51,101fira GLASS DOORS- Shim asridumd at 030 instaflation histenerveth load bearving raWrianiffft for the buddrill, fastening must Only be sufficient to .WM The resiftUm allowable Shim ciaek to be 1/4�, Load btwft shian at all rimist be maintain position, of dine looddrig during window Instatiation. pressor. hasted .no,i or *811C NO Must be Crefrolifely, encepsniated h sestart or net a. kWaW,WWmdWmv*sM"Iafr=Wmwwe* ,new ooftcmto� mathod to sea" are toy wood toxiding to sulsbalte, to facilitate Z) SUA-M BETWEEN FtNESIRATION PWDLKT AND WJBSMTF & SGD SEAM SEALANT ($ft winda"'Installabo" Disclaimer Statement aboi b. Two by (Zo wood buding ar harring; a, GENERAL - SEALANT TYPE (not applanlis when a speaft brand or types requireM L 5coMrAtimOmObodw�baxdo.fts"ritmamj*tLWS I. Applies bo at structural wood buds Wittier hearing at the held, jamb or sell recommendation AS it Pointer to Materials to be sealed, er"Mmer" tordilhoins out to and grallar than I ur thildrMis, andinteabd use, 0, Tt" shall be securely Astened to trannslia the toad no the flasnitry, concrete or artier struchral substate per ZDA FW, Section 4707A.4, 2W MC-11OAding, b. WINDOWS - RANGE FRAME Section 1717.5.4 and 2OD4 I'DC-Residivendit. SeMon R61U andior the Onskai L ArOb."Seal-REQUIRIED Of recont's details as applambIa 1, ftwmmll640,"Kv,%Alantwopp�-deqowbetwwwkntq.,s Integral monx,ting fin am pre-cag a.anem So (0, now sill conshvctIor) 0) 0001111 Eafta 1101411101110101"[114:1811110i " " Mxgth Of ION 2. Applicator ofVuhneri 116afteshasealantorapprondequal must Witor walant ma— __ S) AN Irsallation flesteners must be rade of corrosion misilstant: materials or tam a corrosion Il. Smart =MMENDED (See Disclaimer) teOsWtoDa"aWW,%AO*fbr"imr�MdjorftaNngrA*bm*,WhMF4"ws I - Use seatarls beWW whi flange at head and parts. are need in presnaeVeservaltIve treated wood, the Wood SVVW shall be ComAillild for 2. Use maliant for Permniter "at ar.min exterk. of fthew window recor"manclation of faWOners compatible with the pimanov,fireservalthm Pastment pmom wed mourettv N and to Met heads of installation fasteners; - 6) Al Bed supplied! liholes In the frame (if required) we be as bilowi � WINDOWS-FINFRAW & WN-01ameteribrall,08-ondertappingsomw% AdhesiveSiud-NOTREQUIRED lb. 3116"Inclameter for all #10 wood or talarmit scran and 311W ditavebar concrete ,L L Seatant-REODMMUNDED(seeDiedisimet) screws� I' use sHwait batkid wh*w flainge at head, set and)snnbs. c. No. 29 star " bit for 0.131'star* diameter naff& Zr V"*Awtf�:rpero"wo,�41*mvoaww.faw"wiodw d. Noi 33 sl7e drill bit for PlIr sharls diameter hall mom" fin and to seat hands of installiabo" fistenem, & SLIDING GLASS DOM 7) Concrete SaEAS ft attachment to ffk'%U" Or 00noets Alogglit--) I Ad4es!"Szal-NOTREQUIRED IL Machanic&WfasteiredComers-REQUIRED a. Shot be'FW head unites othavii inclosted L Sildingicillims DOM raoss"000�10,06:04-00"inver condition 4whave b. 94 hm mintimm toy&* damelar of 3116' unless offwrofte noted. Jame 4, 4 sa, oomers Maied .ith . smal),lint Mam $war* c, Sibalftervit, mOnmeyba*ner;tofl'*'kftft=mvto6mosoMmomaeebkxk : III, sesont - RKOMMENDIED Isle, Plicillistior) or masonry two (OV, Fecelving the Point witseallmawlse noted. I � Use Matins: behim; cloor range at bead & jamb$ wW behind book strip, d. Shall hahe an bilowlible, worli Iced in shear as inalbad on ft I'Parts List' on the pmclud 2, Lberalty apply walant under silt or sint sill in bed of wet concrate. Sol vewc roaloon drawing. benneen back comer d sifirlser and concrete, Seal all &.Win, holes I. Wor" lead is defined as the ultimate load chatermiried by tea divided by 4 as pnor to astalli fastener and sionnixi hod after Instaktatlem 3. 1 be sea** for perrywita sot 4noinxt exterv, of dim and bw~ book determined! and Ablishei by the concrete sqeWs mOnisacturer. SW 4 " for PO" dOM and 10 Mal beeds of 1.501#0110r, antennas, I. If ithe alowable shear W ennseds the above nxrxmum� neriused number of 3) MATERJLALS� lestieshers shown on ft Installation drawbigis CANNOT be decreasect. a. 7 the allowable dim bad is leas than the above marimuni, addlional site a, Window and slkWg glass door frame material is Aluminum Allw 6M Tii� argmearing anally- medling the Wkf*V ooda and acceptable to ther Authority h Q^mor Somers " man the maximum nishimmerip; of Rote 7 HavOn Alrisdiction WO) WILL off reb"Prad. �. Wood Scrisits shag meeit themcPaismenis of Note 8� QL 0000relbg someashall bed Wflidert length so that it* innimurn flmbedmix� aft the d. TappiV(L�.ShWMgW)ScremwbgnL�WVtkootWmd$o�"ImWOm M*4WV substrate (memberr moall," ft poi is met. '"N"Ients of NOW a. I. WOWJM Edge DiA� Of (111110abe KNON fairbehats $111111 be 2 VV fr= " 0* Of die .. tub "I milettre rtwdwoft Of Note 9. sulletrate for a 3/IV diarnew concift sciew, f- Carrislive Ressience coatings for installation finabehess sball meet tha requirement; of How S. il� Concrete blocir of concrete masonry wits (CM) SW meet the nettuffements of ASTM (X1 h. Concrete " med the minimum requkinmemits ef the Flai 3.0ding Code (mimnum caravessim sinarxim Of 2SW P.1). 0 a � < 3 ; 1 49 d 2 I M � I 4 DISCLAIPAER .1 - � � - The purpose of this Installation drawing is to i . � present the manufacturier's recommendations � for anchorage fi.a,, concrete screws, wood screws, tapping screws, nails and Vulkern - SinIctuirall Adhesive (or other approved F 12 equal)) to achieve the design pressure J§ E .g specified on the fenestration product as I . required by rho 2001 Florida Building Code � -� � h (FI3G), Section 1707.4.4. 2004 FBC-Building, -0 8 < on Section 1714,54 and the 2ON fl� N 4 9 17SC-Residentlat, Section R613.8, P 9- '__ I . � 1 112 f Recommendations regarding flashing, & V 1-0 seating, sealants or other joint sealant I ? 1.6 1 practices does not constittite, a warranty � i!: I either expressed or Implied. 1 J� 2 i NOTE ON PE SEALING ci '� Original drawings with two sheets (pages) . -� .6 '�n are reproduced on one sheet front and tli�. 8 M 11 '. When reproduced this way, they are sealed 9 E 2 IM III 3 14 8 � an the first (front) sheet only, In response to 9 I I I � Roberl Amoruso's inquiry to the Florlicla �9 I - Board of Professional Engineers, the FSPE I J� at Itheir meeting on June 20, 2002 responded ! iU � 5 that in such circurnstances, it is acceptable _T iq � for the sealing PE to only sign, date and seal M izi - the front sheet of the drawing when printed r- = on the front and back. This was documented � . I - - , Oy lettar to Robert Annowso dated July 31, Pores 11/14/06 2002 from the Office of the Attorney General, Scale: NTS State of Florida. Prawn Or, RIA ChOidwel 111y; �H RobartJ1. Amortinno, P.E. I'L License No, 49752 1 &Lug,& � � I ._'..' t ... . f * . 0 1 1 1 ____ "I Ov, I. '. '." * Walk- I . I" - a . .1. _.�.'.' - [Drawing No. FLEX20100 Sheet I of 2 General Notes Drawing for Milestone Series 1000, 1500, 200 ) and 3000 Notir-Impact Resistant Aluminum Window and . gi�' Patio Sliding Glass Door Installation Details "; pi s V. , j, ce A � A A i 9) Wood Screwsaild.,rApping (%109M",' ��-Prit*tokOWOFVAhdow oreloor fame In WOO buck 11) The Mileswe, Series 19010, 150b, 2000 and M Non-Limpact Resistant Alishinum Window arA so' �' or Inenift subotiaboy Patio Sliding Glass Doors installabon Instructions comply with the fixicharing-, a A I a, M1 FBC, chapter, 17 Sections 1707.4.4A for anchoring requirements, 170i for a� wood SmEnw, fl, Tapplintil Screvirahalt be*Flee hand whisfusistwithi "a frame Windows, substrates and 1707.4.4.3 for wood or approved � _ , , , masonry, concrete or other sinictural - I !� . I .88 o' )w sairm & *oi scitw 04 be -pan, head when ustarwith to frame wingtows, framing menfloers. W Iii 8 � 'a AOIR 01&6.1 dimandadat rid.&W"ns, 1, W= cAlftW shailt MOO b. 20104 FRIC-Huilding., Chapter 17 Sections 1714,SA.1 for anchoi requirements, , , f� T5 4. Tappling Sci,rm shi1maratAINS1 1104 illaramilikiNt. MWW,tM**� 171,4�SA.2 for masonry, concrete or other structural substrates and 1714.5.4.3 flar wood i i , , � , . , _ a. Diameter W e rfib� t $0- 1 b a as ft loated am the ast agai . graviting. or approved firaming, members, 11111 � f. =ft s* pre-inchirlhol,as as fbIlowniffilikkinal Desigh Spealkation (or Wood c. Z004 RICAMIder0l, chapter 6 Saddons R613.6.1 for anchoring requirements, A613AZ :F R � )� I for masonry, concrete or other sibucharal w1ostrates arid 116116.3 for wood or approved IN9,gviowspl"-Il,rdw&�'W000.tP�*1 harning members. * - I ,I. 1. Nm 10vainct screvit - Ofiw diameter p0boa. . �- 9, Wood SoearsaT004tcriflaystiler batfs ~� oTtalibilt1liM mininnum sanibedr,xisit 12) Milestone Sales 1000, 15M, 2000 and 3DW Non -Impact Resistant Aluminum Windows and Patio I '�' kft.ttie-tovw4obkrw(maTtbermo*jir4ftpoI Isphek. , , h� Woodl Sprelve &1applog,$0W. "Iterba used for riliatolmig Into thitaird grain of wood� Sliding Class Docan; are bested end tabdad in accdodence with the, finbowirgl. a� Design Preantre (Performance failing) tested in accordance, WOW the A . E I I A f. WOW Sam; & Tmft so- allo"i latai and, wirrodrimik Itassrmsat to generate I , permanent Istel is 0oond on the frame meeting the maWmaroonloO of k& = fosterling mixtilbeflonew "�b� on a ipedfoj�-o eLso for vmce-�' (Spiry wilm _2 III f o g In L ZWI FOC Secter 1707.4.2,1, otherflatee:00044 , I I R 2M FOC-Ruilding Section 1714,10J, And 1. ($04 61 issaDoor Sitzinibilare M,9". Foebory appled ' - � 33 �' 1� 0 5 § �� g = , _ Resistant" M=W1PkX=m; in - � 11 � � - I Q 2W I'l Section R613.1t - rieff Sol flot"Atcortooft�i6mineastallifte shah be anchomd 4, Appi;d Leads Glespimil Wnd Load Resistance the War.". .- .67 I I vtthpaisti�mdaorsaind WOO somms exestibig" salliawinghapilremanfl& arld in accordance with . , � _ L 2001 FRIC Section 240&3, foviiand'scrainawbartuea.- � 8 - 5i 5 9 t� N I, ft. 1. o,ol��,*uMkiw**4%t,*Wmida,*OiL-I 10. embsedmantlintothe concrete IL 2004 F&C-Bulding Section 1714.5.2.1, , -9 N ts "ll - Ii. Z1004 RIC4kesklerni Section R6112 Ilt R613,3-1, andl ASME1300. or masonry., . I g a0i Z Akhort,$bOt*.Of�il.VpOOP*MtoVbwdepkudbddwwfta§mab]&V&w � A acon-permarieft WO is placed on each hoe of the Window, or door designating t1he i.� - to IV , .odd,W iuklnnaba/4)� type and thickness of ft glaring me*v the rewfireratents; of the following. � _ Is ulitanate mid 14,11F 1 & I .. nlb� it W=-,* aiys.=t!�o 4 X01 Fi Section 2403.1, 1. $60 � beof sullholaint lailigth to provide min. 7M IM embadment Into the O, 2004 FiBC-liorliching, Seaton 2403A, and . 3 � Z ; conpreits to maacriri�' 6, U04 FEC-Residemiat. Section R308,1. 21 moiot�-44�t�4:iu4*.swawwvvwom-imdbeowwRhatmd*mm :1 �m&weateritm�wiiwto�*tt�uona,,iw.dla*tvmmog(tmmSW4), 13) Qvirrilip Refformahbi Rating, for fene$rnalron assambity, � � I a� The overall assembly Perforritame Itating be based ft ower following. e : �d shall on of I - - 11 L Test report dinagn pressure baseci on the lovois, of the structural. air 1ftftaW 5 N I s'f-. �� and water testing in the and negallove Ofirectilone, and JI g M � penebatext positive . recorded on the permanent label andiiar tea report. I ', � i � i - -1,11 11- 11 P77W1CM1U9 9, Glass lead resistance from ASTM L11300 recorded on the non-permanerit Md. . 9 1. Z; . 7 :� fbodPlaotlillOAnlilholir ti� Glass thickness may be greater than the best specimen per ft requirements of ASTM I n 1 I 9) Nab (for Installation ofmandoer or door thifft ftwood Isick or framing substrate) El actordl:pe AAi=_CrJ011J1A -05,Se 0,2�2 & 6.2-Z L In;-@" %�_ - b��il) cition J p - ' - -1 " ' & Nails; shalmeet,the,mehimumirequlienteants offine, poduct snediticketaftwor, drawingsto, the ft VPOW shO specify, a deep pressure 0 allb" the manufacturer to pit= ... ft proclud to meet: xWor exceed the design pressure requirements of ft - - L =11ii n% 11 I rahk oi~ project or the specifier .11 specify a gless type and thiclonosis that meets andifor M 4 R� 4 . W Darmare, exceeds the design Pressure rectunernerts of the project 6 - � � , I P.Ound'HOOdOn,ty.t6rWnckmlrdUWM. R. The glass hpa mid thickness; specified by ft sp&dW well not be less than flat ' L' ' , �sed with the tea specimen. ' 2, At solow on thelplitiduct spedfleftbriladibindarivint; for One by &x[Org . . Deft; 11/3.*/06 Scale: NTS I OPPOcalhei b. Nab shall meet = m4tilimmeres of W" K661, --tondam specification of 14) 7he windpins " not be installed in areas where the applied transverse wind loadis exceed tine Driveon I'aaletintirs: Nalls, spilkeirwo wra-, ollowelon *51gin Omni based go 13a abom lorinvin, thin RJA I C. Nailislistaxi in one al' ft folloftEwillUsilpinfleapi (110;��Msoi werokcinfe,org) we , _. � ,. ) Checked Or .JH � preferred, Nowever, it ft nibilimum iflunir ArA bead deamete" Am martflatinat, this Is M 15) urnitstlons Of use mandatory. a, rho Windom shall be Installed in accordance With One marailiacturW6 Irstaiamon, I. NER472 Drawings, O. zSR,-1539 lo. Fastener Size, Type and Spacing are determined by the typ& of constructim per the iL N,Mmmoklureetpubkskwsvahubop�.�- Mamufactumir's Installation Drawings. d. Nak short nottis ai for rister" ater,dwoodi-ifliki of ww'd, c. The windows and Patio dam shall not be installed in anew where the appkd Promwisse o. HIM apelele lablim[priml, wildedrannill soadsmsed to.4isterate restarivigirequiraments we based ward loads Exceed the allowable design pressure West an ft following (w We 0) - aspedflognivity-oftso bbt� V'Npt�* (WR41111110; ww"00100ted. I. test report design pressure anclJor � f, =t0spotimp,4keratiolesaarwkii resign Speciflution for wood It. glass Ited mistaneeditiosmined harriASTME-l"D. I_ it. MILESTONE Series tW, ISM, 20M and 30011 Non -Impact Resistant Alvrwi 1. 0.113' ft flitile - #4411111 alre plot.hple, Windows and Patko Sliding Glass Dows have not been evaluated for Lae in tho velocity � I.: beeramoliannei h,pastraemoseckg7s%orrintingsolaretwaste - Hofficam Zone's (1140"ard and Ponle Counties) or in Wirld"Pormi, odorts Reironts as Ill'ot I 11 I � canned I I defined On, the 2001 Flofto SwIft Onde, 2004 Florida Sult4tv Codo-Sisildling arxi 211,04 Q &IOXAIMM,18 ALQO-QMO— Forkla, bufloing Cod"eklernitial and *W nat be usial in Use NpM e. MILESTONE Series 1000, 1500, 2000 andl 3000 Non-l-pact: Resistant Aluminum 10) Windows and Pado Slidling Glass Dom may be used in Wind -Some Dell Regions; as 7* deltaxt in ft 2DOI Florida Suilding Coft 29D4 Forkla, Building code,&idifing and Z004 I Florida Oullft Coda�ltesklential that lie outside the High velocity Hurricane, Zen*$ I (sroward and Dade counties) It a l'brIda Bull Code appirveeci Elinutter assembly Is I Drawing No. FLEX20100 entploM to ~ the window, or NM building is designed as Partially Bricloseid In 2 of 2 I sionandance with applicable F% Code Sections. I - ___!heet _ - - RopmT limcpam(i for Fralk 1."Prol's (Intertek E11S ,bgKO) on 9Y23,12005 2!24:04 I�vl ='IXM�Wll � 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 ufacturingiMachining Specifications, and under conditions set forth in the Certification Agreement and Listing Report, including Manufacturing/Machining Specifications, This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report, Client Number: 35315 Report Number: 16742-4A, 413, 4C, 4D, 4E, 4F & 4G Evaluation Center: Elmendorf, TX 78112 Applicantil'Basic Ustee: Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 Product Covered: Milestone Sliding Glass Door (SGD) Testing Standards: ASTM Ell 886 (2002) ANSI I AAMA I NWWDA 10111S 2-97 State of FlolI Product Approval Rule 95-72 ASTIM El 996 (2002) This document is the property of Intertelk 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 Apply the Mark(s). I I - " I " � I � . - : , t I I �' � . I . - - I - I � - � - - I ,_ � ' k.-I A� _" I 1-- I I � I � -- __ This document supersedes all previous Authorizations to Mark for the noted Report Number. .. Avp"Illior� . A4 _" - Va"Ill'uhnn'Gardbatmuivispr . I .**.Okll"O'- berviiies,*I.O. = "0A=W=.f0`49W Pax. I of 2 11orW. Fxrrudr,� [M,,�ilm.l, la�. 1 12,534 1 It- Sell 23 MS 1:2911M I- - 1_1____11___ - 11 - ' ____ - -I.----- ._1.1____ I"-"- _____._,1___1_ —--EVALUATION REPORT __ ------ ____________ FLORIDA EXTRUDERS INTERNATIONAL, INC. MILESTONE ALUMINUM MULLIONS FOR USE WITH MILESTONE SERIES 1000, 1500 AND 2000 WINDOWS, IMPACT AND NON -IMPACT RESISTANT Category: Windows Subcategory: Mullions Report Prepared For Manufacturer: ------------------ Florida Extruders International, Inc. 2540 Jewett Lane Sanford, FL 31277 Report Prepared By: Wayne A. Block, Ph.D., P.E. 548 B Hwy 27 Minneola, FL 34715 FL License No. 52583 Pap I nf2 i i Evaluation Report No. FE11002 . Concrete 0, Sea-L Bet-een B,Ack Other-5 - masonry OpLning Wood Buck & Mas'y, 1-1/4' 14�1 9- hers (Bu k Width) - - (Note 4,o) By 0, upeniq By Others ___ "'-___� ViEWED FROM —_ r B'W' eno,,es".nt � - F� A- � A -0 ii� A FA , (Note 2.0 & 2'bib 6] One By Wood Sent Bet* en EXTERIOR Buck Llthe s � � 'u > N it� -a 6 � I I :. I "I 0 0 ,n� .in . 4,a) I __X' 12 1 s� i 3! window Flange I � I, <Note - - o, 17 __ I I I ' I? 1-1/4* Mln� & Wood Bu k D - - I . -9 (Note 2'a & 2110.0 - Shim A:t'Re,o'i>1 --_ � I Mch 109 C I, Embedment E . , 7 � t Z � - (Nc -1 n 1-n- M f - __)` . e Abq�e 98, f __ � 4, Mo.. ,_ I B __ . I C6 �_ "'-.ring� i Shim Space----- L_ 01 � � -1 /�'/ 8 B " 11i I ------.-----A- J ---K \\ A �1 .10 S"'o. 17 0 - 'a By Others - 1.4" Shim A Req'd W,H, F - - ---------- - - G 'r I � r ' 0 m, lmm;�-- Perimeter (Note ,a) 07 . / \ I - E Seal By "� I Others Lit- i §i (Note ao \ 1, I �' � 1.2 z- .--. - � '=_' � g I -1 t, 233,1D H -- - _'/� , � - I � L. - - 10 , � - & Seat 3et I _ 7az;� 11 e an errine I r. I One erimeter I L I If 4 b, 2 I - _ i e . _. 8 � Wind Ft* ' S'b�t y I :--G 4 L ' y 't ii.W..6 up ��) � , -_ C9 1_'l, others . , , 'lip . !I 9 :5 S P M 1 11 V A T � �Note 2.4 & i [_'_ L F ION (Note 2.0 `,'K 7 A - '! mg I - , R <FrQme F.W ... & !Iiaii) �� j . I- E ' I 1 . B,H, — (Frame Wicith) . . Cna.- Height) i 3: " I (Buck Stucco By Others Seak Between N I 0 8 i ....- I , PARTS LIST � H111"t) t! I / Is 1-!) Wood Ruclk -1 / 1 Head - Flange Frame Concrete Or SECTION B-B & Mas'y, 6perning � �Lll 1 1 'A I 1 2 Sill - Flange Frame Mo%onry Operlir'9 _� By Others 'r A I 3 Jamb Flange Frame g . - (Note 2.a & 21.11) 0 = / PerlMet2r 4 Lift Rail - Sash .1 . z $"I By '(D 6 Jamb - Sash 11 " i� i �_ Others Interior I 6 74;;Ing Bead I , I . Masonry Opening . �. I _\ �__ a I--.' (Note 2. Finish I - - - - � I . By Others 5 1 & 2,b,il> By OThersi 7 GlazlrI2 - See W* (0) and (C) 1-3/8, Z lill�li a r r 8 31W Die Flat Head Concrete Screw Min, Emlo' ' ,.: . i im ;;RE ih . q .. --i- With mIntmurn working lead in shear of , 2X4, 2X6, 2XS Wood Buck .1 I I 'q 17 . 11' -I; By Others (Note 4.b, L and S) 1 � 1 180 lbs, at 1 114" embedment. See Note I I M - I 17 � ! � � (1) on Stiest 2 & Note 7 ont0rowng '13, - uic " 17 1J "" ' . F X 'q L � - 17 1q, Q3PTIONAL) <Note 4.a.11,2 & M> a - I I LIE 201coad '7 � . 14 I � 1 9 #IQ FIM He �_ - �� or Tapping Sarew 0111 . IV Iq IQ � 17 with a minimum embedment of I-WW I I � I q� . IQ IV I V 19 into -Structural Two By Buck �x V � .I- I;j Framingl� See Note (L� on Sheet 2 and k i Seat to tween window --"Prer;o�st Slit by a No" 6 on Drawing FLEX20100. (ALTERNATE) Shown. Also D" 3142/07 Plangee& Precast slit Configurations may vary, 10 #8 Flat Head Wood or !�Wjnct Sot" cippliroble to Sfiction I fnr inqtoltotion with tw $cow M w/Vuikem 116 adhesive with a rninlmvm embedment of Sir Prawn or. MA seatant or appro,ed equal, into the �Clne By Wood Buck". See by with or wZo one bX wood bugks. - chitcliad Or JH (Note 2.1od) Note (K) on Sheet 2 and Note 8 on Oralsert J. AMWU$ol Piz GENERAL NOTES Drawing FLEX20100. DISCLAIMER: The Pirpose of this FL License W 49752 Installation drawing is to pregmt the It to 113) See Generaii Notes Drawing rLEX20100, Sheet 1 & 2. manufacturers recorrimenclabons for (Al Missions Series 1000 8 ingle Hung Aluirmnum, Window is shown Also appl Ocadoe, to M ilestiono Series I W and 2000 SaVlo Hung Aluminum Windows, anchorage [I.e., concrete screm, wood 4AUirR 11-1... (ft) Drawing applicable to Nori-impeatt Resistant glazed windows. . screws, tapping screws ard Vulkern ... (C) Production G4Wng my diffor from that tested as allowed by ANSVAOLMA/NWWDA I(i 2, 101/1-S, 2/Ni or AAMAIWDMAI(--A WI/I.S. 2IA440 and applicable Building Code. See Note 12 Structural Adhesive (or Other approved 'r Pene"111,11te %. .". ancl 13 on Dmmng FLEX 20 100 for further details, equal) as applicalble) to achieve the design . (D) for Fastener Location & Quantities see Sheet 2 of this drawing, See Note (H) regarding deviations, pressure specified On the fenestration . n, : (E) Concrete arrow edge distance measured from edge of concretehriasionFoloek to centerfine of concrete screw must rival or exceed 2 1/4�, Minimum size end arnbecinnent par flags List See product as required by the 2001 Florida Note (H) regarding deviations. building Coft (f6Q, Section 1707.4.4, 2M IF) Wood so" edge distance measured from edge of wood to carrarfina of wood or tapping screw most meet or exceed 1'. Minimum size and embedment per Parts Lot See Note (H) regarding FBC-Buildling, Section 1714,5.4 and the 20001 - , � FOC-Residentlat, Section R533,15. 1: .. . " diawabone. . "' *'AL ' . V;4' .' . ....... .-* (G)i Not used. Recommendations regandIng flashing, ... , , seaft, sealants or other)cint sealant (H) Any deviation. less Ilan the minimum requirements stated must loss approved by the maradfacturar, or engineered loy'Wer Design Professional in acinorclaboe with the applicable ftildeng Code pnectabs does not consibb,be a werreflity - "' " Drawing No. FLEX21110 and Product Approval either expressed or implied. I . I Sheet I of`2 , . ee Elevation View) Size Code Buck Concrete Screw Location Width Height Head Jambs 12 18 1/8 25 A, C D, E, F, G, H, 1 13 18 118 37 3/8 A, C D, E, F, (3, H,-F-- 14 . A, C D, E, F, G, H, 1 145 18 1/8- 55 114 A, C D, E, F� G� H. 1 15 is 1/8 62 A, C D, E, F, G, H 1 16 18 118 1 71 A� C �,_ I D� E, F, G, H, 1, J, K 17 16 1/s 1 83 A, 0 1 D� E, F, G� H, L J, K ____.v1!R______ 1H3 - Z�_wliz --- 25 1/2 ;§----, 37 34- A, C _:K - - D, E, F, G, H, I _-D, E, F, G, H, I " I H4 26 Ir2 49 518 A, C 0, E, F, G, H, I - I F445 1115 IHIS 25 I r2 25 1/2 25 1/2 55 1/4 62 71 A, C A, C 1 A, C D, E, F, G, H,, I --- D, E, F. G, H, I D, E, F, G, H, 1, J, K 1H7 1 25 112, 83 A, C I D, E, F, G, H, 1, J, K 3H2 29 V2 25 A, C � 0, E, F, G, H. I 3143 29 IJ2 37 318 A, 0 D, E, F, G, H, I 3184 A, C � 0, E, F, G, H, I 31445 29 1/2- 55 1/4 A, C 0, E, F, G, H, I 3145 29 1/2 62 A, C D, E, F, G, H� I - 3H6 .,---- ____ 3H7 29 IQ ______ . 29 IQ __ 71 ______ 83 A, C ______ A, C D, E, F, G, H, 1, ,L K -----.--I----- D. E, F. G, H, 1, J, K 22 36 25 A, C I D, E, F, G, H, I 23 36 37 3/8- A, C _ I D, E, F, G, H, 1 24 ---�-��-�-4&----"---36-----�'-----55--I-)4---A�� 36 49 518 A. :g__,__., , C D, E, F , G, Ht I .__"'__'____'__.__ D, E, F, G, H, 1 25 36 62 . A, C D, E, F, G, H, I 26 36 71 A, C D, E� F, G, H, 1, J, K 27 36 83 A, C � D, E, F, G, H, � J, K 482 47 25 A, B, C 0, E, F, G, H, 1 483 47 37 3/8 A, B� C D, E, F, G, H, 1 484 47 49 W6 A, 8, C D, E, F, 0, H� 1 4845 47 __L 55 114 A, 8, C _ D, E, lc� G, H, 1 485 47 62 A, E3, C D, E F, 6, H, 1 486 47 _ 71 A, B. C D, E, F, G, H, 1, J. K _ 487 47 63 A, B. C D. E, F, G, H, 1, J, K 32 52 V8 25 A, B, C D, E, F, G, H, 1 33 52 1/8 37 318 A, 8, C D, E, F, G, H, I 34 1 52 V8 49 518 A, B, C D, E, F, G, H, 1 --,.,---��-----�-�--,-�,�"-,-,-.--�--"-,---�----,------.,--",-�--"-.�--�-"--,---,-- 35 2 V8 52 1/8 55 1/4 62 A, B, C A, 8, C D, E, F, G, H, I 0, E, F, Q H, 1 � 36 62 1/8 71 A, BI C 0, E, F, G, H, 1, J, K 37 (Note 1) _ 52 1/8 83 1 A, 8, C - D, E� F, G, R 1, J, K Notes 1) Only applicable to Series 2000. FASTENER INSTAILLATION INSTRUCTIONS, FILIEK21110 A � g , 2., - 3116" DIA. CONCRETE SCREW WITH 1111101111-STRUICTURAL ONE BY WOOP BUCK, j '-, I I .� - I � ' � (1) Where window is installed in an opening with a non-striMral one by wood buck for the head ancl)arnbs and masonry or concrete I � I ; sill, installation is as follows; - At the head and Iambs, use a 3116" diameter concrete screw of sufficient length to achieve riniffirrOurn embedment of 1-11# I ' q g into, masonry or concretes, See "Parl Ust" on Sheet I of this drawing for cortoreft screw size, embedment and fwd 9 8 73 I 9 requirements. See FLEX201000, NOW 7 for addirdonal concrete screw requiremarrits, 2 I 1 - At the sill, apply a StrucWral Adhesive Sealant meeting the requirements of Note 2.bJ on FLEX20100 for the full length Of the sit. M 411 11� .. I � ii (3) See fastener location table this sheet for concrete screw locations and any additional Installation requirements. (K) Any rernaining fadary applied Installation fastener hole. in the head at location "S' not used for coricrete screw installation per " I fastener location table shall be filled with a #$ wood Screws of wfficlent length to provide min. SM" embedment Into WOW buck. See - § "Parlits UsVon Sheet 1 of this drawing for WOW screw size and embedment requirements. See RIM0100, NOW 8 for additional wood 8.1 ii.- I 'I screw requirements, Iz t I I #10 WOOD SCREW WIT11,11 STRUCTURAL TWO BY WOW BUCK AND OPTIONAL ONE BY WOOD BUCK (SEMON A -A S. X - d 3: IS f ii! ALTERNATE ILLUSTRATES THIS CIPTION, SV41LAR POR SECTION 8-8). w c! I _. I F, � CQ Where winclow is installedin an olbehing with a Structural two try wood buck for the head and Jambs and a masonry or cononelte I - V 12 . C 3 'P6 1 AH sill, installation Is as fipllowv. N - At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/9' min. embedment into the two by wood il I I In a. I buck. See 'Parts UsV' on Sheet I of this drawing for WOW screw size and embedment See R-EX20100, Note 8 for additiortal i I 1 wood senew requirements. f � u, # At the slil, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 for the full length of the 511, I If a two by and one by wood buck are used together (See Section A -A Abernate, similar for SKbon B-15), than #10 wood screws of sufficient length to achle" 1-3/8" min. embedment Into the two by wood buck will I* wed and ft one by wood buck will be --,@ 51 Is � . 1 secured to the two by wood buck as required in Note 4.a.0.2 on drawing REX20100. (N) # 10 wood screws shall beinstafled at all factory applied installation fastener hole locations. I I I I I (0) Wood Screws shall rKA be usedi to fasten assembly into the end grain of wood. , DESIGN PRESSURE RATING & F8C CODE COMPLIANCE I � I . ,/ � 7 , ; 1) � , , t. - '4 � - - - RIT�-"�,d EXTERIOR , � , (P) If exact window size is not listed In fastener Installation table, use fasterfler (FASTENER LOCATIONS) quantity listed for next larger size. �1� i r— F, W, __ 7C (Q) Installations depicted in these instructions acoeptable for design pressures to 70 PSIF for the window Wes shown In the table, Design Pressures (D.P.) are posklye and negative. Overall window assembly design may be less " . � ORM; 3102107 I A El pressure than that shown In the fastener beabon table and shall be determined In Snake NTS Draren BY: WA _�___ +_____i_____ accordance with Note 13 of FLEX20100. Credited Fin )ft I ___' E (R) Production Glazing may differ ftorn that tested as allowed by // ANSI/AAMA/NWWDA 101/1.5. 2, 101JI.S. 2/NAFS or AAM,AVWDMA/CSA 101/I.S. 2/A440 arid applicable Building Code- See Note 12 and 13 on or" FLEI( 20100 for further details. I J --- - K (S) Two by wood buck and/or framing at the head and jani to be Securely F fastened to transfer the load to the masonry, concrete or other structural ! ,H� F --- --- G substrate per the FBC and the engineer of record's details as applicable, � // M See FILEX20100, Notes 10 to 15 for additional FOC Code Compfiance, J I t - f I EVATI 0 N Drawing No, FLEX Sheet 2 of 2 Report No. FE11002 Revision 2 V\E A. �'_ I " '_ 0, ." .1une 28, 2006 0 ". lii�' � % * � 13 1i . I 11; , I i i ;a VAT : !! 10 - �' . i , , � . . .... " ,,�' " _ L ', / - __________'_'__.__ - ----- __ ,'.._._..._.__.__ -.-.-..-. ..' I SEAL. BETWEEN SHEA-HING WINDOW FIN & BY OTHERS SHEATHINC, - _� ) — - 11 MIN, EMBEDMENT —FRAME VIDTH CFW) 1/4' MAX. Centerilne of <Wood Screw) BUCK WIDTH ' C34'', I— SHIM SPACE F.,5tene, r A-" Ref. ! T I TWO By WOOD SHIM AS REO'D, BY OTHERS f __\ BY OTHERS <Note Ido) (Note 41o) - — i 9- A " ';� .� ,- zl- 7' e �; I t � � " g '14 � � (Note 2,o, & 2.00 9 8 K:' (Note 4to) / SHIM AS I ) (Note REO'D, "� Ii "I - �� I I t . F 1 � I 21 oi ' - ot 41 � 5 � - g d STUCCO � ..... I f , / ? MIN, EMBETIMENr 1 I I TAIL A DE 2-91 � . "� 2. M ___ 1,' BY OTHERS "... 1. - ': I .1 . . . . . . . I ' ____� � __ - -MAX, 0- I T1 - I E � t 9 -1 - 1�1 .r � � I ' PERIMETER .1. 1/4' J I SHIM SPACE: "`� - f P I . I THrNG i ' I , s � I IJIHL�C' - / 1 Dimpled Area on . 2 � 111. - I SCA" Atto6ment Fin Attachment I . J__1 0 C �9 8 1: in _/ BY OTHFRS 2,o. & 2,c,ll) �] SCAi- BETWZZN � L WINDOW FIN F'I� - E a 'is . t � �b <Note % PERINE, R & SHEATHIN5 (��e �Note 2.a & 2'r'D Wond Screw or Nai' Head must be .9 F �; 11 � E 9 1 6 S L - By OTH S ' in �ull corituct with Attachment Firi, ZSTUCCQ 13 § :-: - Ft o, 9 Rb i I Note P�o. & ?,-jl) BY OThZPS Cer".arline of fosi,mer shall be 9/32' from !J 9 % ; I i U. I, � GENERAL NOTES approx�rnately edge of SECTION B-B Attachment Fin. 111 -------- 111.1--1 � � � �v 0 3� 3� -, �g 0 (I to 13) See General Notes Drawing FLEX20100, $heel 1 & 2� DISCLAIMER, Tile �d mi,i r,eaRib. -V i, . pn� � t . 3� § 1 % a � (A) Milestone Series 1000 Single Hung Aluminum �T. wxt_ �' -- * b f� �' " -A U, - ., � - � W. 49 . � PARTS LIST IS "'I~ -a�rr! Affihn�. (01 - app� "W) as.pocftlii, - I Head FinFrame � E P i I . - o Window is shown. Aso applostole to Wiestorm Set" ,i�i�th.dwqn pmssin,spWA.d . th.11-nomil.r on4L4.-mW by - 2 Z ol 1500 and 2000sirigle Hung Aluminum windows, . tt* 20011 F4rWA auld� r,N* (xi $t,V,m 1707 4A, MM W,ftWN, se�tal 2 SRI - Fin Frame I F RAME HEI&4T (F'.H,) `1 (13) Drawing appliciable to Non -Impact; Resistant i-s, .,A ft,DP4 rw,�..,dixflia, soo -PA13.6. v.-mv,soon �.Inq "_1 ... 9, -ling, _w.4 � ld 1.4a __1 P.'i_'..' 3 YMt - Fin Frame g BUCK HEWHT <BH., glaw vyridcwi;� � QVAV4" a �xqry Krer opmew or si 4 Lift Rail - Sash ij I 8 I I (c) Production 04azing may ditrer from thert tested ai� 5 ja�wc'_Sash I 2� I I /1\ allowed by ANSUAARMNWWDA 101A.S. 2, 101fl-S, FASTRINSIt INSFALLATION INSTPAX17ONS - PLEK21120 6 Tlg;'�g Bead - I .1 (D'_ i 21NAFS c, AANIAWDMA/GSA 101113. 2A440 and Code. 13 7 Glatwig , See Note (8) and (C) #81111100PSCRIVAPS; /1\ I 1A mi I 'I I applicable Building See Note 12 and on 8 #8 Pan HeedWoud or. Tapping Screw I S I Drawing LFX 20100 far further details. F fK) See sheet 2 for #5 wood Screw installation fastener chert. W, th a minimum embedment of I' into 11 - I (D) For Fastener Quantraes and Spacing see Sheet 2 ZL) #6 Wood Screw rnust be of sufficient length to achaw ffmirinurn ZL the stuaWri wood substrate. See Note i � � ' ' I of this drawing. See Note (H) repreirig deviations. embedment of 11 Inito the two by wood framing. (K) & Detail A iA this clievving End Note Z � � (E) Wood screw and rail withdrawal values used to generate the fastening requirements are based on (114) See Derail "A" for approximate locationi of the wood we. on the 4.e & 8 on Drawing FLF-MIM, 2 M � -_ attachmentfin. 9 Round Head Deforrried Shank Nall . - &__1 2 Spruce-fline-Furwith a Specific Gravity of 0.50. See (N) Wood screws shall not be used to fasten assembly into end grain of with minimum 0. 1 1,T diameter (1 I G,A) 7 Note (H) regarding deviations. wood. and minimum e�rnloedrrant of 1-71W;nto ' .1 - - 11 PFRIMETER SEAL _\ � ' `%, if) Wood or tapping screw edge itstance, mea red from edge of wood to centertine of wood or tsp$p'JJng NAILS' I,,\ the structural Wood substrate. See 4oft A oxw� 11110/08 $rAle: NIS BY OTI--.�R INIERIOR 1'. Mmmum (0) and Detail A on this drawing and I P "7_1� ,,, O, ) I, FINISH BY 1 DTHERS screw most mant or exceed size and embedment per Parts Ust, See Note (H) regarding (0) Nalis shall incer the folloninng requirements, Notes 4.b & 9 ar, Drawing FLEX201 00 � - Warne Or RIA Checked BY011 deviations, :0. 1 13" dwreler or greater, , fole sufficient lenp to achieve munimum Embedment: of I 7/8"into the two by wood frarrang Itolmat I Anwinuo, P.E .:' . (0) Nail edge distance measured from edge of wood (9eneraRy, nail 2 31W length or greater shall meet this requirernei and FL U"se No. 49752 _____---- - . i to centerine of nall must meet or exceed 91101 or 5 -heliml (screw) or annular (ring) shank style only. , 1. : _i 11 . , . times Shank Diamenter,whocirawin.Arger Minimum . (P) Manufacturees tails meeting tinsse requirements are (but not linited to) the 5ollowirig; I � is .. (KB)-, rrrr -_ 5 " and embedment per Parts List. Sea Note IH) regarding devindflonsi - Pastode deformed shank nail, No. 404947, 404537, 6501 11 and 650148- . li �'..- � '_. # Dwo-frast deformed shank nail No� 325, . 1. � I . I � (H) Any deviation to" than the rairinnum (Q) Speong of nails "I be: - ____ � .. . � � ,requirements stated must be approved by ft .4" from each comer of the head, sill and jambs, and . STUCCO -----, - BY CITHERS /TWQ manufacturer or engineered by 'other' Design . oevenly spaced loahvean corner fasteners and not exceeding the following O.C, spacing I : # SEAL BE,TW��N BY WOOD LBY Professional in accordance with the appheable a) 6- o.c spacing for die Joints & 6" ox, Spacing for the Nead Ok sill at 6I PSI` to 70 PSF, or I W WIND, N OTHERS a ild u ding Code and Product Approvet. 4) 7ox, spacing fortt*j?nrIb,&9r'rlc. spacing for the Ned &sill akS6 1pSFto60PSF, or -1 ____ . " '.. _ _ SHLATHING & S�-EATHING 4Note 4.b> ( Q All Nid supplied he" in ft frame (If required) will c) 7" o.c. spacing for the;ambs & 1V Dx. spacing for the head & sit at 51 PSF to 55 PSF, or P, ...... IAO, - ,... BY OTHERS (Note R.a L 2�c'fl) — -I be 3)16* In diameter for #8 wood screws or the shank d) r ox. spacing for ft jambs & 13" a.(;. spaci for ft head 6, sill to 50 FSF. e .." 'A' 'i"' %Y.O._ , SECTION A -A 11 MVIL EMBEDMENT diameter of Me nail rowrolled up to the next standard designation drM bit . see Di for approdiraW location of ft r,a,J on the attachment fin- (R) Nals Shall rict be Lised to fasten assembly Into end grain a wood.. I (Wood Screw) size, (J) Wood Screws and Nails RMLL NOT be mixed to Drawing No. r__ FLEX21120 I fallen the same assembly. Sheet I of 2 1 1 No. � Wgod_ and Tgpping �cr�w Fg��jgngr Logatign Tobles Uft.Aow & 1500 i C-..d4 I i I -Width - lb-1 F. C. n,'f1_.fH.dss1Re2!m,) Issaff"as, D.O. Is Ina 4 - __ ___ 2 2$ V2 4- iv 2 - __Ful �__ X _.!_ 4 ____ ____ __ ___��_____ - - __ 2- - ""--- i__'_' 41 4 - I 47 1 __ V. ___ ____ 1 S2 I's 4 Y_ — I Hwght Et Ll L2 L3 61, hwallat.. O.Q. 25 1 la - IV. _ 14114 21 IM 3 7,6 2 _'�T_M_ Aq Sill _11L2 _ I in __!V� __ .n _!!j! ;!_ 2a a,# 33 IQ - - q� 3A � "It - _ 3 wis 2 _'..______ 2 55 114 1 w rVs P9 114 51 36 3718 � 62 1 1i2 _T�i_ _32M - U-1-15 3P8 1 71 i V2 15 ?Is 41 Es 67 IA' 3718 1 83 '112 26 3`0 1% &a 7o lie 3 ?m ____ 1- - - Wift Ehl E. - Geetegme.1116.,186MOrinieln.) InatinWim e.g._ 23 ir2 - 2 V t2 __.�_ 4 - __ - 2 31 112 4 . __Y_ _ ___ 3B V2 _J�!'�L_ 43 jr� __ 4 --,!.-- 4 __ 11 - " ____ � Y;�_'__'_'_'_' _____� _"'__i _' � -7112 4 Y. - I — - t '___ Ll - 1.2 3 -- Fb .- -T-irt.. P,q), ~ -!!tight V V2 __E_ I 112 IN! 15W8 2� Nis 3 7111 - 2 &I 112 I 1.* 1. 19 aM r, I" _ 3 we 2 43 V2 i lr2 N. 23 Zia 39 $.is -3 7M - _2 1-1 4 V2 541�.'j 1 ir --_!��_ I V' nV1 111L �29 2T A 3v� 2- _'___!M_'_ 47518 3 7M - --- __1_'_-'_ - Z __ 561,12 1 ,a � we - -3-7,6 2 71 la I in - -21 _.��&6 -5'a 3 7;8 1 1 M V2 t 1 W 1 31 31e 1 r�s Ziffln I Mse 1 3 Zle I I I Fastener Location Tcbte Notes, A 1 E-7-�� 5.1-2m i I c—ldifti, I � - Widen E-h I Se C.-din. M Heed A Isdi Neer-1, ftn,wi��_ >.1 L In im 4 - . I 26 Ir 4 - - - - 4_____ — 2� 4?, �_ ii __ __ , W_ __ __1______Jn_'___'_. . 2 ____'� .� --------- .1 4- Y. I - __ 47 - 4 - ----------- Y. - — . __ 1 . 52110 4 Y_ I � "M IR Ll L2 L3 I Fin Ireadi.6- 0.0 25 2 W. 14112 201,12 2 -�n-Mt-�-- 40 I" 2 _!�_"- W� , �!'112_ .-� 112 _A_ -_ A' -4112-- r __1� - � t� 2 _____'_i___'_ M 114 - 2 rf� 29 IQ 5i 4112 2 62 2 " 32 4_(2__ 67-12 - 4 14�2 i___ 71 2 26 41 If2 60 1r2 41.,2 � . - - 1 . 83 2 ,a . 631,2 70 IQ 4 ir I - WWM Eh! ts I oardam-0114-d8,151116i 1n,%nI!x1onDv,g! 23 1112 4 - 2 27112 4 -- - 2 al IQ A - -_ - 2 __i5_T - - r , i_ ______jX_____ - — - 2 _12� 1r - 'a lr� -A- 4 ____11__m___._ ee, ___ - I _______� ------- - 471t2 � Y_ I Houni ' — let — 6 ----T--T' L2 Ls Eh Inioe'46- 0.0 " Zliq 2 14 15112 ,� 01 - � 35 '4'2 ' 2 W. 19 V2 �' * W I 43-112 _ _-2- —IV.-- —23 U-2 __i2__ —4 lo _____ 2 � �IL-11.2-- 61 n 2 2�!_ ny. J��i , ?71,2 W----7;��----_'-F'_-_"-- '- � 4 V2 2 �e_t2_i___ W. 31 la 55 4112 7i ir 2 26 43 1,7 67 4 1?2 ___2 1 1 54412 1 2 I 26 1 .71/2 79 411, 1 4 I 1) All di.mensions shown taken from 'he buck width or height of the window frorne, 2J Bosed on the Milestone Series No. and size of the window to be instoled, enter the correct toble above to determine the locat;ons of the No. 8 Wood or Topping Screws bosed on either Installation No. 1 or No. 2 illustrctions at ,I, ,;nt. -hp opplicable Installation illustration is noted in the table. 3) Instoll the No. 8 Wood or Topping Screws at the locations shown in the table. Tolercrice 7s + / - 'I". 4) An instollotion fostener is only required at the centerline of the head and, sill when irdicoted in the table as "yes". if "no", on Installation fosterner is not required at the centerline of the head and sill. 5) This table 's NOT opplicable to the nailing option, See Notes 0, P, 0, and R for noil insticillation, locations and spacing. _______ DESIGN PRESSURE RATING & FBC CODE COMPLIANCE Bucl< & (S) If exact window size is not Frame Alisted in fa toner location Center(Ine 1__ Width tatne, uselfastener locations OiF Heao listed for ri larger size. Eh Ell I Lt (T) Installations depicted in these i - � � � I -- � instructions acceptable for i design pressures to 'o PS, � �fr. I A 7 i for the window sizes shown I . // � � in the table, Design i L2 Pressures (D.P.) am positive ' ' i � Bull, & --I i and negative, Overall Frame window assembly design Height ; � i pressure may be less than I I 70 PSF and shall be 1 �" determined in accordance / with Note 13 of FLEX20100. i �� -' :� i (U) Production Glazing may differ � I from that tested as allowed , E5-+- �1 __�_F- by ANSI/AAMA/NWWDA Gen, 'ertme ____ 10111.S� 2, 101/T.S. 2/WS Of SRI IJN�! ALI, `JLtN NQ 4\1 Aor AAMAMDMA/CSA Window SIze_App_1_[,;:olnlIIty / I \ 1011I,& WA440 and >36' to 52-1/8, Wele at Head & Slit applicable Building Code. >1,9-1/2' to 83-1/2' Hiclin at Jambs See Note 12 and 13 on Drawing FLEX 201 00 for B_k & further details. Frame (V) Structural two by wood buck I— Width - andfor framing at ft head, i sill and jambs to be Securely Eh _� _�h iEt � fastened to transfer the toad i to the wood structural substrate per ft FBC and I /X 1----f I the engineer of record's I details as applicable. I I Le (V) See FLEX20100, Notes 10 to B..k & — I 1 5 for additional FBC code Frame — J I complianoe� Hii 2 ........ J IiI / 1 Fic i ! / i _15_�_ I INSTALLTM N,�, ZL ' W13dow Sife apRUC to 36' Wide .t Hec�g'&L'tsfill to 59-1/?' High at Jor,lo, . ME! . ;I t --, � R � � 1 *4 �� g 3i 0 i 4 .� j ;A6 *8,9 '9 � Z � 1 12 i 1� - � AW ; RI � � . i g � � . iq L3 - I i M � § I 2 3 , , F IS i .t 5 g I . 7S � S _t 2 � ;� § _Z5 9 e �- F I)i �Hffl� 0, _. 51: 1= 11 .? a, E LW I o -j 3 o 2 E = B I , I P i t R i 5� 1_3 Pat. 11110106 Scale; NT5 orinva ftr� RJA chadrad or- Ili I Ing No. FLEX21120 2 2 DANSCO DE ENGINEERING, LLC P.O. BOX 3400 Apo o Beach, Flonda 33572 Phone: 813.645.0166 Fax: 8 1 3.645.9698 www.danscoengineedng.com CA 25948 1 CD C�` Ln 0! UJ Z t.- --I C� 4 FS �4 rn V- Ln 1-1 cl� 6 '� M r1% > ON ip _J CD %O < M %O V- M I Z CL UJ CO �� 2: Cl� 00 < 0 _J 00 �_ I W X rn Ce (A (6-4 Z < t; 0_ 00 Z E Z ULI ro U.1 3: I-_ _J . W Z 0 CD J %D F— F— LU (-) LU =) r o C/) ......................1 U < W > CL LLJ 0 (/) W < CL 100 CL < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF IDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUClURAL PORTION Or 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 I I VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NI DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD 1,00 . - 01) Teee * (D Z 0 _J D M - 0') T_ C) N I 04 LO 6 CO T_ LO T_ i .0 a = IN _0 :9 [11- 0) In l �� 1- CD CD Q gR to __7 SHIM AS RE�Q'D PARTS LIST TWO BY WOOD BUCK OR d (Note ix-) ------- 1 bte - Flange Frame FRAMING BY OTHERS (Note 410 & W) .l SEAL BE-1WEEN 7 / 11 2 Sill - Flange Frame 3 ]I -al � Flange Frame - i, X :-M - :Z e I E r. A 8- DOOR FLANGE & SHEATHING / 4 Head - Panel 5 i_iH --parre I \ \ \ A � - i P N . 1! A -, I I (Note a.a & 2,clAD -- 6 �� Stile Parrial t -3 � ;? < / WD BY WOOD B - 7 Interlock - Panel \ \/ SEAL BETWEEN 2 � � -0 a SHEA YHING (Note 410 & W) 8 Hook Strip I- HOUK STRIP &, � JR�-R , � 11 /� /� 9 Glazing - See Note (8) and IV) (- FASTENERS SHOWN IN SAME PL.ANE FOR Ill CL , , (Note 2.a & 2 dAID, a. j 2 1 / _T� \/ _____ 1/4' MA W� 10 3/16" Da. Flat Head Concrete Screw with minimum working load in shear of 180 ILI at 1-1W embedment, CLARITY ONLY, HOOK STRIP ANCHOR HM-17S �� ;; 5? I - I A� Ii 'SHIM s C I- See Note (K) on this drawing and Note 7 on Drawing 71\ SP,ii I.' APART ON I -_ OPPOSITE FLANQFS,i, I 1/8' MIN, BEDMENT W FLEX20100' 11 11 ___ - 11 #8 Wood or Tapping Screw with a minimum Typ. 1 1 * I /\ �t I - - — _1 embedment of 1,1/8" into by frefinung, See Note (P) I ,-w b � . . ie, i 1! - 0 . on this drawing and Note 8 on Drawing FLEX20100 12 #8 Wood or Tapeing ScT�� with Plastic Inserts (Note 8 8 -, � �k, ,an, @ / ��.t �- ,l.s� L� .,T!*� 1, - 8, m,N.-T I / I i onFLEX2010O)ataminirrvimembedme,ntof7l8"�nt,D " � , -_ - - " - 11b, MAX. 6 is �� ,� 8. 0 � .� l� STUCCO I -, OR SIDING . I � - FPIRFDMENT I i � the concrete sill, See Note (0) on this drawing and Note 8 on Drawing FLEX20100. (: �,)_ ii I 4 Il - t, � g,�! .- a: � '5 � . r IM, I C BY OTHERS 4) I f 1� PERIMETER i : . I I : . : ; K--,, i,� - —7 \ � .A=4 . ii. ,c - . ji 2 -* SHEATHING vit E " e � . _ B OTHERS . P ,� I ,2- S 0 I U _J E OTH IRS 11 . i I .1,i ��t24\11 = I ') HOOK — � . f � 4 . . ;� v, k e 76 STRIP I - 37C (Note 2.Q I & 2 C1110 ` . � 1 i i 1 \__r", i A -7 i2 ;, � . I —S.6,D, WIDTH I/4' MAX, SHIM SPACE ;� SECTION A -A I I N�j I i . . 1 1-1/8 MIN, — I I --- 1p I S,G.D� HEIGHT I 3 I I �[ I gi 31 I TWO BY WOOD ' ' /// 1 01 - --I _ � � Z/ if 51 E i . I .11' (Not, 4.b & W) A B B , K-.,\ lz:�� I . I REQUIRED (Note 2'a I �i , ! iz q �L� & 2.l 7 ,--SHIM AS REQ'D, _____.._ A --J , - I SHIM AS f (Note 1.c) EXTERIOR ELEVATION Clate; 3fO21O I) � 2 PANEL DDOR SHOWN ScaW. NTS (Note _� [ L 7 i (S ( . & (E) > Dlierlial Or. FUA Caseload Ill 3H \ SHIM S ACE ! 1/4-PHAX _ iilIi I I I 0 10 Robert J. Amoruso, P4 FL Uninee No. 497S2 t 12 14 DISCILAIMER: The purpose of this - - � - 9 Z06 FEN installation drawing is to preseritthe manufacturers recommendations for ,,% JAMet . .1 . t, i ,` 4 I 1 _ _ - 1- I 1114i.3l, anchorage V.c, concrete Screws, wood . .. "i -,I � 4 . & SHEATHING (Note 2,o . , screws and tapping screvai to aceleve the --1 ". - & 2cf.111) , T �. '. 11; � 1 . EMB design pressure Specified on the fenestration product as required by the , , 40, , , 2001 Florida Building Code (FB4 Section C- 1 2) � 1--114' MIN. PER,IME7ER \-- SHE ATHING _/ 1707.4.4,2004 Plar-Building, Section M4.5.4 the Z004 f5C-Residentliall �. 1, . ,_, / L ( DO SEAL DTHEERSY arid Section M3 6. Recornmendations ' , 1, � '04��.-, LIBERALLY APPLY SEALANT / ------' <Nl OR L STUCCO 2�.. & a.d.iii) OR SIDING regarding flashing, scaling, sealants or other joint sealant practices does riot I via,, ,�,_ UNDER SILL OR SET Sll IN 13ED OF CONCRETE (Not. 2 d_il)� MASONRY OPENING SEC] ION B-3 BY OTHERS Constitute a warranty ether expressed Or Drawing No. FUD(24111L implied. I SHIM AS REQUIRED (Not. l..). Sheet 1 of 2 1 . i Fastener Installation Chart — GENERAL NOTES Ill A\ i I Sk. R Whida-little-fFerb-hir C � -,Z -1 F . i st..O.di, 0-fiqu.u.. ,,,,, H.M $11 Il Strip (1 to 15) See General Notes Drawing R.EX201DO, Sheet I 8, 2. , hit 1 . ;4 9 1 - (N. 1 . a- 8 WSL 8 WS Will" Can I INO. 8 WS) (A) Milestone Series 1000 gliding Glass Door is shown. Also applicable to Milestone Series 2WO Sliding Glass Door. �h__ �.-_ I E 111� D I "O" Y,x Ox. X3 ! - -Ifpq, � I—— I-.-- -A-11- .__�... - 13 ,___111_.1_6__1 Z'1� (8) Drawing applicable to Norl-Impact Resistant %ding Glass Doors glazed with 3/16" fully tempered glass. see Note M. . 5068 xx, Ox. xo So . a, 6 . fi a 00, � . _ __ - - ; 6068 xx� QX. xo 72 8O 8 9 _ I Where "X' represents moving panel and 'a' represents fixed panel, approved confliguratons are as listed on the fastener Installation Chart 1 402, ; J - � ,"i A J �, 1 -, , M T lil I 806B �xX_a��R_,Rft____A(i___-_ 11-1.1 -- -] � on Sheet 2� 10068 xx ox,xo 12a go 0 1 . I " ; . � 5080 xx C)X.XQ 60 - �g __ - __�o ; --- 6 - 3 �Drn - 10 (D) Not all Configurations listed on the fastener chart are .Shown on this drawing, however installation sections "A -A", """ & Hook Strip Detail 1 l XX, 0A. XQ 72 H 10 � 8 4 (DO, IQ apply to Installation of all approved configurations. ,11 6 I i I -S : I ficso -5 _ 7 , 09) -ions, use Closest try -pass door size and configuration in the chart to the firrished opening of the pocket door. I __M,9"�L. _196 _ , - - _191 � O_ 1. u- _J� (E) For pocket di configurat 10000 xx,ox�xc, 12 W ;R I I ; llz�o r, 10 1 6 iD21 _) — . 47 - - (F) Concrete Screw edge distance measured from edge of concrete/masonry/block to olinterilre ofconcretai Screw must meet or exceed Z 1/4".. : 50100 xy, ox. X0 60 12t 12 ! 6- , a: I � ; I I :R -T-2 Mmirrium size and embedment per Parts ust. See Note (3) regarding deviations. . 00100 xx, ox. XQ 12 1?0 IL �__,8,_ - , � 80100 xx. Ox, X0 96 I lzo - ,2 (W 12 in must meet � - . - I . (G) Wood or tapping screw edge distance measured from edge of wood receiving die point to centeril a of wood or tapping screw 112 � � �Q � i : 906 8 I __Rx_c�_ _1_1n__MF6S__ - I -A--- or exceed I". Minimum size arid embedment per Parts List. See Note (3) regarding deviallons- � lil -, 0xo '45 us an - R __ i 14 611I_D111�1'____ 8 _JX0 - � 1506a 5 i 16 12 04) , 8 (H) All field Supplied holes in the frame fif required) will be 3/16" in diameter. - i 9080 OX0 10 �,�ii W it i 10 Till 1 10 : __ (1) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce-Pril with a Specific Gravity orO.50. 1 12M IqT3 10 Z_1_\ t -.- T 4__J4 � ____2X9____ A4i5,iA--t�__ .__-�L -, _, _ _, _1_ _�_____ Ill ____ See Note ()) regarding deviations. r l5ultu �)710 181 115 96 10 i 16 I'toll I ,,, ,- 3ZOE . , I -T— - to - DLI 1 __7j__ (3) Any deviation less than the minimum requirements stated must be approved try the manufacturer or engineered by "other' Design : 9i oxo oO-,/a 7jin 12 1 _77�__ - _ `90.4';A l'il :Z . � I IT0100 oxo 145 !,a 1,20 12 1 l'i 11 lol I '2 Professional in accordance with the applicable Building Code and Product Approval. p � oQ-41 1 1 ! 9018 - XXX - 106 is's 80 __8 _�___ 13 - 6 D , , a - . � ., ,- is ; ,- . 12068 Yxx 142 518 &O _8.____. _,_,L4___. - : 15008 _ _Ri�_ - - _11 _7es_�e_ —60, - — - - 18 ST— -ad— -- FASTENER INST ON I UCTIONS - FLEX243.11 . I a . 1_ - . . g. :25? � ti . . -� 5 90DO - xx�x - 106 srs wl- - 10 __10 - Mv - to � 42080 _ XXX 142 51li 96 _____10 ___ 4 C IL 'O 31161 DtA. CONCRETE SCREW Vil SILL: U__ __L_Cq� _ __ : 15080 XXX 178 6M 96 10 16 ,,i pa) 10 c rr� -i , 0 . 2-5 I 1i Ec,i 8 w 1 -6 is " " I ; 90100 - � _?XK � l -11A.- - _12. _, 10 7 q?1 12 - I __ � _,_ _ _ _ , I�iloo xxx 142 ,,,13 120 -1 , 12 ! 14 1 1 04) 12 (K) W I here door Is insUiled in art opening with a masonry of concrete Sill, use a 31145" diameter Concrete Screw of sufficient length to achieve "Parts , , , , o . - .N It I , 0, 2 I 1,9 sm so_- 12 7 01) a minimum embedment of 1-1/4" into masomy or concrete, See List' on Sheet I of this drawing for concrete screw size, embedment ; lom _--omo -2 IV; �d , �- -, ___, __�_ : 12W oxxo 143 5,18 so 8 1 14 9 (W) 8- ! - 11 I and load requirements. See rLEX20100, Note 7 for additional concrete screw requirements. ; .2 I 1� `g� 18W "yXXII) 21 151T, &D 8 I in 1,9 (04) 8 � (L) See fastener Installation chart this sheet for concrete screw quantities and additional Installation requirements. . lootto CEO I , 9 5/8 96 9 1O__ S; . j:1 9 i�jj5-1jj�3-�a Isg L � I 11O_ I. 1_11 -, ", __A�R.21 - --- ------ _ i; 120M 10 14 I c liu,") 10 (M) Install one concrete screw in easch pair offactory applied installation holes unless noted otherwize on the fasterner installation chart, Itis - - __ � i , ,... 16ow oxxo i9f 5t6 tic 'O 18 15106) 10 ZS acceptable to install a 3/16" diameter concrete screw with a 1-1/4" embedment in all holes in the sill which will exceed the minimum 1 9 1, 5.113 �20 12 8 il 1 1 100100 oxxo - " i 2- _ t __ _111 __ - _____.. __.12 ...... _ requirements of the Fasternier Installation Chart. . 120100 CAX0. jti3_5ia_ 13O____ 12__t_ 14 I i ]lj��T ' - 1-2 � il 3: - - _ _ _ _ __ _ � 16MUO oi(XC rill 518 !20 12 i Is __ i", I __ __ (N) Afternate concrete screw Installation fasteners from, W back In the slit Frame member when both sets Of holes are not used. - 1ps) I , 2 . IDOU i 7itZil) 1 (0) All remaining factory applied installation fastener holes in the sill not used for concrete screw installation shall be anchored with X�xx AIT , F Al � � iii . - ... �1_4 -8tI -, - � ------ ��. _ _.._I� ...... __ _ __8,___ plastic 1;i� xx&x ill 114 iii) 8 f 14 _gTrill a FLEX20100, Note SJ for del #8 7/8' in, into 1 , is - 12 j0,4i ; anchors (see and wood screws of Sufficient "th to provide mim embedimeat the r. ,xx X , is '� ", 13 ; ,I �59�1, 2B : - , concrete or masonry. See "Parts List' on Sheet I or this drawing for wood screw size and embedment requirements. See FLEX20100, Note : 10080 xxxx __ -- -11�, i I k ll! - � � 2 , 7 . 120.80 - - i - 8 for additional I wood screw requirements. - i__ - __ lq--; - 1�___ RI-31. 1 --'O--- : 1608a ii�_____ 'i,, riB in ! '8 - - 10 !I, M '20 ' � IQUIC-0 7 xy, 1HP i I � #8 WOOD SCREW WITH STRUCTU RAL TWO BY WOOD BUCK FOR HEAD, JAM SS AND POCKEt DOOR HOOK STRIP: - 12 ' 11 120�00 XXXX 1_141 114 -�Z]._ � 12 I 14 - 11,04) _ , : _ 1 ;2 1 M - �-� � �v - - ; I iflo on i //,\z Xxxx 199 1A I-,20 _. _ 12 2 Fastener Installation Chart Notiel A (P) Where the head, Ja bs and pocket door hook strip is installed in a wood opening with a structural two by wood buck and/or frarning, use � i . , I � In some cas- concrete sl are only required in one of the factory applied installall hole #8 wood screws ofmofficient 1"th to achieve 1-1/8" minimurn embedment into the two by wood buck andfor framing receiving the point Dow. 3102107 Sol N ` S -tallation holes, Ses 'Parts List" on Sheet I of this drawing for world screw size and embedment requirements, See sets (,.V., - We set being the two hole,$ tying in a plane Perpendicular to lhewiolh ofthe door at all factory applied iris frame). In those allars, designated as "DO" in ths, Installatton chart, am of the he" Will r000i a FLFX20100, Note 8 for additional wood screw requirements. � Dre- Dr. RIA Concrete Screw and the remil ning holl will be filled in accOrdarice Will Notes 0 and P. I (Q) See fastener instailaborn chart this sheat for #8 wood screw requirements in jamb(s), head and hook strip. 2) In some cases comme screws am required in both fact" applied installation hole sets. 'Dl' , . - (R) Not used chectod or. �qf I . _L\ through Z I)W des,ignall in whioin ii & conflihimforis two concrete screws are required. The (5) Wood screws shall not be used to fasten assembly into end grain of wood - remaining holes will be ll in accordance with Notes 0 and P. l marrins, install live conrimile screws in we W 9finstalill notes. DESIGN PRESSILIM RATXING 4 FK CORI, COM-PLJANC9 by'W� means.r6tail two concrete screws In Me sets of Installaillon hotels. c ) 'll hill inatell two -ril screws 11 three sets of Insisi holes. � l means, install . .. . in four sets of Installation holes (T) If exact door size Is riot listed in. fastener installation chart, use fastener quantity listed for next larger size, for the appropriate design il *D5"milians, install two concrete screws In five sets of Installation holes- pressure required, Q �Di mans, install two concrete screws in six sets of Installation holes. (U) Installations depicted In these linstructions acceptable For design pressures to 55 PSF W the window sizes shown In the chat. Design g)'DP mill ristall two cool scrvlwi� in seven sats of ustallairch holes. Pressures (D.P.) are poslitIvie and negative- Overall wirldow a5sembly, design pressure may be less than that shown in thei fastener "DW h) means. insta I two concrete screws; in eight sets of installation notes, 5) Location of additional pwicretescrews in head & sill should be prioritizedas follows: quaWty table arid 5holl be determured in accordance with Note 13 of FLEX20100. a) First adjacent to Interlock or bust siltials in head & sill. /,_\ M Production Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 10111.5. 2, 1OI/I.S. 21NAFS or AAMAJWDMAl`CSA ,, __ b) Secondly, at each and of.1head & SO near jamb comer, if hooded. 411--- 101/I.S. 2/A440 and applicalble Buidmig Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. o) Locations in rlead & .ill Other than as imteo in . & b. (W) Two tyy wood and/or framing to be Securely fastered to transfer the load to the masonry, concrisl or 4) Location of Pciditionai concmie screws in jambs shl be pnoritl as fbllows� other structural substrate per the FBC and the engineer of recordlis details as applicable. .) First, adjacent to look. I. jill (X) See FLEX20100, Notes 10 to 15 fror additional FOC Code Compliance. b) S-cly. at-ch and cfjamos near hill & sill comall Drawing No. I FLEX241 11 I c) Locations inarl other than as listed in a & b. I Sheet 2 of 2 1 5) CS - concrete rrorew and WS = wood Somw 1 . . CDNCRETE OR SEAL- BETWEEN MAS21NRY OPENING __-\ - WOOD BUCK & MAS'Y. DISCLA4MER; m. � a tv. iswil,v. *-itv ,, w vi or,i &is CONCRETE DR r c,.nNcRF Fl, FIR O.Lirw, -iril tv a-d-w l-, -� ix� wixxi � CK BY . - MASONRY OPENING 6.4 R, Y UTHNS � OPENING BY DTHER�S,�O . BY WOOD ONE (Note 2.a & 2io.D MASONRY OPENING t,ii - W ,,,lk- !ill � ii� � iep,l M-.0 - OTHERS <Note 4.a) , ,� I aw�j..d,�.--&--?,�V�W.d.ftf-"�--. BY OTHERS . - BY OTHERS ft 2001 rVrli W16,,ij 0xiii (I.Q, spill 1101A�, 2� --- BUCK WIDTH ...... - -----.I- . "' _\ BUCK BY '_,,`H',R,S - (NDT�_ 4�a) -I' ',l I I I ;" FK-O.IogW,.ItaMI71�.5,��4��MFK-K��,$W.O#kl3.6, (B.W.� 1/4' SHIM I R-milindiisill iviral ft,l -1119, -1l or *re Ill XW" SPACE: MAX- ,g ,,,, 1-1/4' IN, t ,i A , -I rMBEDHIMENT - il o ,4 12 �� -� SEA, BETWEEN .ca i : 1-1/4' MIN, L� I . . inniniceirk- " c-tal ii .1-10, ." .q.-d ,,, i,nvill Lft � P - 2 I � il EMBEDMENT J `1 D' SHIM AS RED' � (D - ' - �� lNote I.e) C> I �� i � 9 � WOOD BUCK--,_ 'Note : i 11 A .. - . . --- RX4, 2X6, 2X6 WOOD BUCK � 5. , -3 U 9 i , 20 - I & �114.11) . — __T F I 1, I I - 6�4 BY OTHERS (Note 4�lc, L oriol S) , 9 - I ,� IF = U, I __ ___ 4 !7 t/4' SHIM � �, ] i ----__ V , i � I .- �� - I - SPACE MAX,') , , f ; I , �ECTIQN A -A ALTERNATE) 6 ----L----- I ,a A, 'C �! F I-_ I i ! I I f ,'-3/8- I '�01 For installation Wth two b 1: --- - I - I 0 � I STUCCO i I I i ; . MIN, EMB, i wood hucks . . I By OTHERS ii i ; ; Similar for Section B- � 0 R I I ; � / I AS REWD. -L, shown). LrIo', as - I' E 1 nRTME�ER : S -4 , � - i q 1) ,SHIM ;; � (Note !.a) 'i i --- i I - - - Y1 1;i C 0 �S C § I T I OTHERS . , r: § � BY O_H� i I �Rs . - . (Net-- �,a . : : SEAL BETWEEN R W1 NDOW FLANOE: . 8 . I I - E -. � 9 . . I & 2b." .1 � ; . � ; I � . � BUCK HEIGHI� <a,H) ] 4 GE14ERAL NOTES F1 To Ti)_6W6eWem1 Notes Drawing FLEX201 00, Sheet I & 2� (A) Milestone Series 1 WO Horizontal . A — & WOOD BUCK 1: I - � ! (Note 2.a & 2,lo'i) 1 -, PERIMETER SEAL _J 1. . 1 BY OTHERS i f . ,� . -9 ;it �� . �! : - !J A i T i ,9 . � . i ; 3 -Z � N Q I FRAME HEIGHT .. Si:di ng Aluminum Window in XO, OX FRAME 1��,_' CNote F�a & 2 bAD ` !li �. � = t � Jci (F � H.) (7 - 6 and XOX configurations is shown HGT� 0 B B — FRAME WIDTH — � T (F�W.) Z a . 2 I ! : SEAL BET GEN � (0) Drawing applicable to Non -Impact Resistant glazed window s' a (C) Production Glazing may iffer them 15_�, I i I SEAL L / 0 � WOO E�Qlto _E I I ,� BETWEEN 1) . I , BUCK & . L WINDO FLANGE : & PRE �T SI1,L I I i � � W/V LKEM 116 [ � ADHESIVE SEAL -ANT I i ____� (V ,`11� .�) that tested as a by llowed ANSIIAAMAIRWWOA ll 2, 101/1.5. 2]NAFS or AAMA(ADMill loll _ _ MAS'Y, A EL�6ATJON B-B BY VIL,ii tXILH10H — <Note OPENING R r,i OTHERS 89 -1i 2 a & 2.1oll) '15 � le, I � OR APPROVED EQL. ;I � (Note 2.)o.1) i : lii� i __ INTERIOR f FINISH RY 2IA440 and applicable Building Code See Note 12 and 13 on Drawing FLEX FASTENER INSTALLATION INMILICTIVINS - 11ilLEXA114 col UEO ON SH1l2 -I- N_ — 1� I If ; . � I , . : L_J O[HERS - - ----- ----- ----- ----- ---- ��, / 20100 for further details. (D) For Fastener Quantries see Sheet 2 3116- DUL C014CRUE SCREW WITH Wifil-STRUCiTtlill ONE BY WOOD SUC K, Z� H1 ir). " L � _� q I . - V Of thl drawing. See Note (H) regarding (1) Where window is installed in an opening with a non,structural one try wood buck for the head and A A I � 1i7 devial jambs and mastrary or conimeter s4r,lastallation is as follows: 9 - t __:�o (E) Concrete screw edge distance . At the head and Iambs, use a 3/16' diameter concrete scmiiv of sufficient ii in archreve "Parts I � ____""`"" I 'k, 19 Ili 14 from minimum embedrinent of ll Into masonry or concrete See Liar oil this drawing for A C_� �w 11 Iq . I ? . measured edge of concrete screw sl embedment and load requirements. Sea F=0100, Note 7 for addl, ional - - - , concliatalmasenry/block to cantel of concrete screw requirements. . � -I '�` �J concrete screw must meet or exceed 2 . At the sill, apply a Stiuctural Adhesive Sealant for the full ength of the Sill meeting the ,ii, �J 1.7 lij � ,q ,T, 17 1W. Minimurnsizeandembedmentper requirements of Note Z.b.i on FLEX20100. Deft: Ili 14106 Parts List. See Note (H) regarding (3) See fastener quantity table on sheet 2 for concrete screw quantities and additional installation Scil NTS ___._ Precast Sill oy other4s,L PER-wMETER SEAl- .BY I I Ty deviations. (F) Wood or tapping screw 09. requirements, (K) Horizontal Stiding)(0-OX and XOX configurations am fabricated with t1he required number of Was Prill W, IiOA I Ched" By: )H OTHERS (Notp 2.a & 2,V,11) ccri,14�lgurl ,'ar; SEC distance measured from edge of wood for installations. AL factory applied Installation fastener holes in the head and)ambs w% be Filled with in ' Robert J. Anicrusa, Fill to centerrillne of WOW or tapping screw concrete screws accordance with note (1) above. FIL License No. 49M PARTS LIST must meet or exceed 1', MIningum, size SILO WOOD SCREW Wl 51111RUICTuRAL TWO BY WOOD SUCK (Soo Section A -A, Afternatis I 9# -, 1 Head Flange Frame 2 gilt - Flange Frame and embedment per Parts Ust See Note (H) regarding deviations- on Shal 1. Similar for Section Ill . I ,.'I , . .1 _i,. _11, 3 Tamb - Flange Frame (G) Not Used IL (L) Mere window is Installed in an opening with a Structural two by wood buck for the head and - l �� 4 0 , Sash (H) Any deviation [on than the minimum jamb$ and a masomy or concrete SO, Installation Is as follows: i. i 5 Silt - Sash requvraments stated most be approved . . At the head and jambs, use 4 10 wood screws of sufficient length to achieve 1-318" min. "Parts . : - I 6 al- azing Bead � by the manufacturer or onginedred by 'other' embedment into the two by wood buck, See Ue on this drawing for wood Screw size ? 7 Glazing - See Note (B) and (C) Crewfin Professional In and embedment See FLEX20100, Note 8 for additional wood screw requirements. - ii, - 8 3/16' Die. Flat Head concrete Screw with minimum working load in shear of accordance with the applicall Building . At the sill, apply a Sbuctinal Adhesive Sealant for the full Length of the Sill meetirig the requirearrigirts of Note 2.b.i an FUEX20100. . . ...... .... '. //,'\I 80 lus at 1 1W embedment See Note, (1) on this drawing and Note 7 on Code " Product Approval (IM) See fastener coantl table this sheet for wood screw quantities and Witional installation .ii, 4 � `. Drawing FL-EX201 00 requirements. W 9 #10 Fiat Head Wood orTgppjnQScrew with a minimum embedment of 1�318" (N) Horizontal Sliding XOOX and XOX configurations am fabricated with the required number of �r I into "Structural Two By Buck or Froming" See Note (L) on this drawing and for Installations. Al factory applied installation fastener hotel the head and jambs will be filled Drawing No. FLEX21110 Note 8 on Drawing FLEX20100. 910 wood screws in accordance with note (L) above. Sheet I of 2 I I (0) Wood screws shall not be used to fasten assembly into the end grain of wood. I --- I SEAL BETWEEN PARTS LIST TWO BY WOOD BUCK OR ill r 'O 10 ' I Head - Flange Frame FRAMING BY OTHERS (Note 4.1o) - " 5� MASN NING -, 9 MAS'Y. OPENING R 0 2 Sill � Flange Frame 3�mb \ \. 4, . r ) I 4 13 O - e . 9 (Note F.a & 2.l ONE I NING O - BUCK C -_ 3 - , Flange Frame 4 �Wa_d - Partial Ls � � � \ . il� �11 I . I SEAL 13ETWEEN B F_ (Note 4.a & J) i F INO te 5 Till-parel 6 Emil Shia � Panel 4 IN '2 it SEAL BETWEEN I w- I < .1 a ___ - - 7 SHIM AS 'Note 2.a � 2 d ID I I<L L" U 'No I LJ - C.) 'il I nite, -1, � F seat H DOK STRIP & �- I 'o a I . WOOD BUCK 9 .. . i - " , te PERIMETER , _ - < CL "i 8 Hook $trip FASTENERS SHOWN I 4 , 9 Gaturing - See Note (5) and (Y) " �Note a.a & F,Wll) I R IN SAME PLANE FOR I .c, _7--�`�' 1 1/4, MIN, CLARIT Q LY, HOOK . P SEAL BY I � ' : � Z 10 3116' Die, Pat Head Concrete Screw with murimum STRIP ANCHOR HOLES I I I i OTHERS 11 "� 1) I . > � F 7E , *0 .1 ? 2; ill load in show of `180 The at 1 114' embedment SPACED Z!' APART ON - I / 1/13 Ml�. ,,. , � (Note 2.a _ _ - _ . _ � _ _� - V A See Note (K) on this drawing and Note 7 on Drawing 13PPOSITE FLAll - EMBEDMENT (TYP) "'Il & 2A.111) I �- FIL , , ,1 - � . I �� _�� ____ L it #8 = �TaRping aM with a minimum Typ, 1 1 * I _1____1! . .4 4 . E '. 2� T /I STUCCO \ ""`,,,,,,SH1M embadment of 1-118"Into the Iwo by fratiming. See - 8 g is i -,. 1i Note (0) on this drawing and Note 0 on Drawing ( D8 - N S 1,i � 11 \ AS __ . 11 - 7/8' MAX, .*d '_ REWD ! I Note 12 ffWcod or Tnprl Screw with Plastic Inserts (Note 8.j on HLEX201 00) at a minimum embedment of 7/8' \.., - 111_� c, 's ii -!.� . � - i � � or j',F',§ i__ 7-- "r) � � into the concrete SILL See Note (P) or this drawing 9 .ili ai al -, 4 5 (: (��) � ! ; � and Note 8 on Dravving FLEX20100. �1:x :e - .6. L./-,") i __1 i 13 #8 Wood or Tappinin Screw vi a minimum T ., E _ I -E, . . 1� i : embedment of,918* into Me 'One ByWood Buck'. �0 � 4 I ! 1: See Note (0) on this drawing and Note 8 on Drawing FLEX201 00. 7 &�g -. HOOK STRIF -. � -. ill i �0 Z -In 2 ,� : DETAIL SECITION A -A W W i A 7 isi ? , - ; I a 1/41 MAX SHIM SPACE I I 9 let I I S,G,D, -1 1/4' MIN, HEIGHT EMBEDMENT ill ; . 4 ONE BY WOOD ", // I i - (Note 4. & J) V --I I - /// ! SEALING i : 17 Z (��-�rl ii; � B B — (:5,-" REQUIRED I- '10 � WOOD PUCK & el I I i (Note ?.c. I & 21011111) i ; \. � I'li ) ,,- MAS'Y, OPENING 3 I ---.-- Am : ! "� N " A '-1 i i Al (Note 2,a & 2.cl,ill) — EXTERIOR ELEVATIO SHIM AS REQ'D - - : i AS REQ'D. Date- 3102107 2 PANEL DOOR SHOWN (NO'ce _� , i i __ SHIM �1_ a C Skills; IRS (SEE NOTES l (D) & (E)) Broil Ill PJA m I.c) "', 1 4 ChoOlad Dr. JH I 1/4 MAX I SHIM SPACE � 1`1 : : I i ; , 0 / /_91 Robeer 1. Amaral Ill DISCLAIMER: The purpose of this Fill License No. 49752 ____ __ - - � i l" . � i . I/?'A 11, .6 .4 1, A 11 SEAL BETWEEN 9 ZL@ _��L WOOD BUCK . (Note R.a & 2.ol,10 PERIMETER in Sbariabort drawing is 0 Present the manufacturers moommendations for - L4 "Pe auchrosge(Le, concrete surews, wood .,..- -.1.1%, ScleMS and tapping 514ml to fritilevir the 7.1 . design the fenestrabori 4 P 4 . A 1, - L - 4 OTHERS "\__ C pressure speoried w product as required by the 2001 Florida A." Building Code (l Section 1707.4.4, ZXI4 , 0 : (Note 2,o & 2A,111) MASONRY OPENLNLI FOC-Butding, Section 1714,5.4and the 2004 1 1-1/1' MIN, I O � S,1,11, WIDT 1 RK-Revidentlail, Section R613�6. Raroornmendatiorris regard" flashing, 107 () (0 STUCCO . , , . seating, seatents or other joint sel . rit 1, , 11 . ... , I phictices, does not conatibute a warni ", L IF , .", J13FRALLY APPLY S r JNDER SILL OR SET S SECTION B-B either expressed oi� !MOW. ........ " -] . 91D� OF CONCRETE (Note imil). - No. FLEX24110 SHIM AS REQUIRED (Note 1.c). [Drawing __ Sheet I of 2 GENERAL MOM ---�,-"--,..-,-.-----.-,-----,---� Fastener Installation Chart A� " -,--,-- . Ill - ii , If.. R.4.1l Chau,nal 0 Fal ill (I to 15) See General Notes Draw" R.EX20100, Sheet 1 & 2. six. il.ft "Onflnumoo � I a Wkith I H.1i J."ll H"d IS Kirl sti (A) Milestone Series 1000 Sliding Glass Door Is shown. Also applicable to Milestione Series 2000 Sliding Glass Door. (Ill Isms-ca) OnVOS) 01.8111161 Drawing to Non-Implact Resistant Sliding Glass Doors with 3116'ful tempered See " M. - e ,� I 406S xx� ox, xcr so 4 (DC) 3 (DO) 3 (De, 'I 8 (0) applicable glazed glass. _�ia - , zli� 50" -M.P��.-tO--�"N.--.�-�,tip-OL--,2�RL-- jaq?1_�1_,_i__ (C) Where 'W represents moving panel and "O' represents fixil parl approved confligurattions are as 11saird on the fastener iftstallation chart on " i � i am _�)�Z,�_O ,Z�----.jLq-----,�'n-�"--I�m��-.-.��,LQRL-,j-,-,A--- Sheet 2. aces xx, ox, X0 06 at) 4 (pir) $(De) 4 (M a drawing, however installation "A "Mi' 8L Hook Strip Detail 1W 1� 4 . v 6 I 10068 lxxiox�xo Mi 80 - (DO) 7ml) I. (or) 8 (D) Not all configurations listed on the fastener Chart are shown on this Sections -A", . � woo __Xx, ox, X0 60 ----as 5(001 3 too) 3(00) __ is - apply to Installation of all approved confligurattons. .9 8 �E 1 i fielto XX,Ctl 72 96 ill 4 PO � 4 (DO) lo -pass door size and configurartion in tire chart to the firvished opening of the pocket door, 80do 1_?S?�,gx, xl�_ "Re, _ 0) ( -a C, (E) For pocket door configurations, use closest by -,- _2g,___ __�jR� __ _,_gIo9j__]_,1R __�__I_ __ (F) Concrete screw edge distance measured from edge of concrate/masonry/block to Centel of concrete Screw Must meet or exceed 2 1141, � A 1 � I 10 80 XX,OX.XO 12D 1 96 5 (DO) 8(02) ! 8(D21 i 10 Minimum size and embedment Der Parts Ust See Note (1) regarding deviations. .iOO -A"-X 22- A(L- _ j��_ � - ___�_00.L_ _ �riuo __�__ 4P91 � 12 60100 xx _OX X0 72 __ _1L0__ ._-_uQ1JL__ ___jEnoll .-KLIr2c - (G) Wood or tapping screw edge distall measured from edge of wood receiving the point to oenterine of wood or tapping Screw mill meet or A I g ,�6 80100 1 0 0) 1 12 n___12____._AA1_21_ exceed V, Minimum size and embedment Parts Ul See Note (1) regard" deviations. __a(?9)_ - - ,-- _ per 97pg-- - oxo 109 Va so 4 (Der 6MIn , 6 (oil ; a 12068 ONO '45 "'a 80 *(DO) 9 (02l, I 9 lat) ! a (H) All field supplied holes in the frame (if required) will be 3/16' in diameter. I - ��cxO 118i I 18 80 ,0g) 12 fD4) 12 ii o,i) 1 8 (1) Any deviation less; than the minimum requirements stall must be approved by the manufacturer or engineered by "other' Design Profea4prial E � 2� � G80 Oil 409 "a 96 5 (DO) 7 (W.) 7 (Din 1 lie in accordance with the applicable Building Code and Product Approval. i Il A k 2 I 12C,S) _ Ol 145 118 96 5 (W) I 0 Los) 1 D (Di 3__ : 150aro ol 181 ,is 96 5 fcc)) _14 (1)(5) 10 90100 10a Va 120 8 l 7 (D21 FASTENER MSTAILLATION INSTRUCTI[ONS - FLM4110 § . 1. I, -e ;? '. ;5 . Z5 � - ___2XO 120100 I c1xo i tb 120 ? lorl I I (D4) 11 (D4) : 12 § t _LIS go" H - _iQ§_§?8_ AQ_ __4�11_ ___fiffnil ___ 11- --fi__ 3116- DIA. CONCRETE SCREW WITH SILL AND NON-STRWIFURAL ONE BYWOOD SUCKOIN HEAD AND3AMB& 12 2 9 2 8 .,,-o .e AM - -.5 ,,l, 8 I _. - _142L5A_A3-_�L01___g --!--, --- , We SiR 00 4 (W) 12(04) 12 s _T i Is 6MB XAX .R ,,, 1. �i` ! gic � - - ___ Wan " Di) , , 1--, _ la (3) Nail attachment of romstmctural one by buck per Note 4,a,li.2 an Draviringi FLEX20100. '-- _._ _101- '_ti __T_�Ii;j _-ic I ISF, I _V� ,; - - , l 0 a rZ t2O6O % , - _1IPq,__ 10.31 I D i-031 I 10 (K) Where door Is installed in an opening with a non-structurat one by wood buck for Ift head arid jambs and a masonry or Concrete sill, use a _fflili 15080 I 96 5 Wid 14 Wal l 14 ll z 10 1 3116' diameter concrete Screw of sufficient Isingth to achieve minimum embedment of 1-114" into masonry or concrete. See "Parts Use on . I., _f! l - - 16 90100 XXX 106 " 120 a 02) 7 (02) I 7 LU2 ! 12 I 12100 XXX 142 120 8 (D2) 1 1 Mi 1 11104) 1 12 Sheet I of this drawring for concrete screw size, embedment and load requirements. See FLE,M100, Note 7 for additional concrete screw _i F . I = 1; I i . ,,, 10088 oxxo 119 are 80 7(DII � 7(01) i 8 requireffleft _ _ . __�_Il -_ = . . I 2 5 I "n 12068 oxxo IiAIL,8�__._ _4 ilkil!)_ - a (L) See fastener Installation chart this sheet for concrete screw quantities and additional Installation requirements. �Q�)_. - - A LO-2). � _ ' 4 --a--- _-b3&5-i9I 70 r 16068 a 8 4 i3tDi T-13rpo . ll Install one concrete screwrin each pair of Factory applied Installation holes untless noted othervillize on duerlieslemer Instiallartlonchart, It Is 000 EB--.-G��---.�-,-J-V.�2L�--,-eltg-�J.�..-Ir-&.�Pi,--,,- IR__ I , E __q)%��__ -9 1 "2060 _,_PlSxo_ 4�_ DO ) zi! acceptable to Install a 3/16" diamliter concrete screw with a 1-1/4" embedment In all holes In the head, sill and Jambs which will exceed the ,L -n- A__ __�L ... )__,_i9Z3_ -!9,10- L_4__10___ law oxx o 101 51a 96 6 011 15 0) 10 minimum requirements of the Fastemer Installation Chart 9 , V _tsm �'�' , _; _ 1 lol ON ; � ; 0 Its 641 120 Mill a joi i 6 LD11 , - - vl Alternate concrete screw installation fasteners front to back in all frame members when both sets of holes are riot used. 58 JlI R 9 lZoloo oxxo 143 5M _ 120 802) (0) All remaining factory applied installation fastener holes In the head and jambil not used for concrete screw Installation Shall be fastened With ,a �00 D OD oi 191 se, 114 a 02) 17 (C* - 17 Qe 12 ill; 1006a xxxx 117 14 091 -,rm 7 D1, #8 wood screws of sufficient length to provide min. 5/8" embedment into wood buck. See 'Parts List' on Sheet I of this drawing for wood . 14 ___�.L __ --L j- �L_ - .- - - � _ -_ _8Y 1 120M � T�T W (DO) '?I 9 1) - __-_rA(2OL--_ L __�_ 1 I_ screw size and embedment requirem". See FLEX20100, Note 8 for additional wood sum requirements. 16 - if* 1,,�,q 15068 . XXXX il* Ill 1 (I 13 (D4) : 13004) i a (P) All remaining factory applied installation fastener holes In the sill not used for concrete screw Installation shall be anchored with plimstic --I- ilI -_ s( L_ 8 2) a (DR) , 'O I 10060 = -,'I�-]�'t?! . anchors (see FUEM100, Note B_j for details) and #8 wood Screws of sufficient kenigil Io provide min. 718" in. embedment M the Concrete 1 12080 5 , I i . Z it' 15 I 189 `4 96 5 4A) � Wd T 15 oeb 10 masonry. See "Pam Ust" on Sheet 1 of this drawing for wood Screw size and embedment requiremeres. See FLEX20100, Note 6 for or "Ir . ,Lil I j _ I �1. 0 117 1/4 8 iol B 02) 1 12 additional wood screw retwirem". 1120 1 120100 _,__Lk� 2 , 1 ,___k�m --!- __ _--ito I 0-0 ____M�a�_ __L2_ #8 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIPt I'll retaliation Charthlottes: :3/02/07 1) nisome cassigiorworditg screws am cry required in we at the factory applied installation hole (Q) Where pocket door hook strip is Insialled in masonry opening with a structural two by wood buck and/or framing, use #8 wood screws of Sets (i.e., a Mom Set berig the two holes lying In a plane perpendicular to the width of the clecor frame). In these caw designated al in the installation chart, one of the holes will receive a sufficeft length to achieve 1-1/8" minimum embedment Into the two by wood buck arvillbar frarrift receiving the poft See 'Parts UsV on SMIM I'll Drawn Dr. PJA cononate Screw and the remaining holes will be IlLed In accordandevillit; Notes Crand P, Sheet I of this drawing for wood screw size and embedment requirements, See FLEG0100, Note 8 for additional wood screw requirements, Checked Dr. IM 2) in some oases corierste screws am required in both factory appli,licristallation hole sal '04- (R) See fastener Installation chart this Shea Ill #8 wood strew requirements in hook Strip. All holes In the hook strip will be filled with #6 wood Z,� through IDW designates in which Alim & configurations two concrele scram are required. The screws With a 1-1/8' minimum embedment. remaining Wes wilt be fluid in accordance wi Notes 0 and P. (S) Wood Screws shall not be used to fasten assembry nou, end grairt at wood. al"01" means, Install two concrete screws in one set of Installation holeel by'DT hisim., lirisital lver concirst. — in two sets, of installation hole.. i lm� means, inguall two concrete screws in three am of Installation hods. d) "D4* means, install two concrete Screws in fair sets of installation holes. a) `05" means, instail two concrete screws in five sets of installation Was, (T) If exact door size is not listed in Fastener Installation Chart, use fastener quantity NsW for next larger size, for the appropriate design 0"Oft' mean% install two concrate somi in six Sale of Installation holes. pressure requirecIL 9) "Cil means, install two conatris scrows in seven sell ofinstallason Ill (U) Installations depicted In these Instructions acceptable for design pressures to 55 PSF for the window sizes Shown In the chart Design n)"Dii'mearral install twoconareterscranivis, In alight Sets of Installation holes. Pressures (D.P.) am positive and negative- Overall window assembly design pressure may be less than that shown in the Fastener quantity Laos 3) hall of additional conamill scram in head & sill should be pricrifted as follows; table and shall be determined in accordance with Note 13 of R-EX20100. a) First adjacent to interlock or butt ables In head & sill. Cli Production Glazing may differ from that tested as allowed by ANSI/AAMAIIN[WrWICIA 1011I.S. 2, IDI/I.S. 2/NAFS or AAMA1WDMAJCSA 10111s, lo) Secondly, at each end of head & sill near jamb carrier. if headed. Al 0) Wcations In head 8 sill other Irish as listed In a & b. 2IA440 and applicable Building Code. See Note 12 arid 13 on Drawing FLEX 20100 for further details, 4) Location of additional conorets sonews, in jambs should be prioritized as folJowl (W) Hook strip to be Securely fastened to transfer the loard to the masontry, concireba or other structural substrabat per the FOC and hill engineer I a First adjacent Lie Looks in jamba. of record's del as applicable. - 1 ll� Secondly, at each end ofierintolintior head & 614 owners. Q0 See FLEX20100, Notes 10 to IS for additional FBC Go* Compliance. ing No. FLEX24110 [Tr�w Sheet 2 c) Local Lit iambs other than as listed In a & b. of 2 I 5) CS = concirsis screw and WS = wood scraviv - __ - FRAME WTH, __7 /,,\ F— CF,W.) , ____ I ____f___f______+- ------+ I -1 ' ��RAME HICT (FN.) . � I - - � � . I ,�� - '� , �� . I Z, 001- I I X � - XOX - XOX "�� I . . 11 ------ I ... ... 11 ------ - I I ... I ._Lx�l , 1'�51_11 , - FRAME --- 0 --- HGT, :, �,__ (F.Hd ... ox - X0 --- L__ - - - . L - ELEVATION VIEWED FROM EXTERIOR Fastener _Q_Qontitie�i__Tdb1e Notes: ZL 1) Buck Width and Height = Frame Width or Height - 1". 2) Only the required number of holes at the correct locations will be present in the frame based on the number of fastners to be installed listed above. Ill k - :- 1� A Z e �; a 111h i 1, -2, I g V - ? 2 9� A 3911 11 9 I Ir" Ill a A � I Z � M il �'. E Nj .r . j ll r= 2',§ f if is A Q I "" * Z I I ,§ i- a is , ,. a Z I I E I 1) 1A O" 13j,"jift SC*W. "Is Dingen Dr. RA chiedial or. JH (P) If exact window Size Is not listed in fastener installial chart, use fastener quantity 11I for next larger size. ZL(Q) Installations depicted in dlese Instructions acceptable for design pressures to 60 PSIF for the window all shown in the tablil Design Pressures (D,P,) am Positive and negobve, Overall window assenibly design premire may be Ion than 60 PSF and sliall be determined In accordance with Note 13 of FLUM100. (R) Production Gaining may differ from that tel as allowed by ANWAAIMkWWWQrA 101/1.5i. 2, 10111 $- 2/NAFS or AAMVWDMAXSA 101/1,6. 2IA440 and applicable Building I Code. See Note 12 and 13 on Drall FLEX 201M for further detai (5) Two by wood buck and/or framing at the head and jarlibs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate Per the Fm and I Drawing No. FLEX251 10 the engineer of record's details as aPplical Sheet 2 of 2 M See I'll Notes 10 to 15 for adclitioni FOC Code Compliance. 1 1 PARTS LIST TWO BY W013D BUCK OR . CONCRETE OR A rZ OY OPENING 72 o 1 Head - Flange Frame FRAMING BY OTHERS (Note 4.b & W) , - i _ S By O"rR __--_� — 2 5411 - Flange Fran, a � I B L SONRY OPENING , �_- � . ER r, le �; rs SEAL BETWEEN WOOD BUCK & (Note 4.10 & W) 12NE BY WOOD i 3 Jamb - Flange Frame — 4 � 04 g -, - MAS'Y� I NING V BY El 11 __� �_ BUCK BY OTHERS , ( OPTIONAL) 4 Head - Panel 5 Sill . Panel I I � 11 J, ,-!, I g 4 (Note R,a , & 2.01 ) '111� ) j� 1P` , i ,NctL- 4,a,11,2) 6 Look Stile - Pane! SE AL SE SEAL BETWEEN .a � iF g HOOK ST ii; . , -a U SEAL , " . J - 1 3/8' MIN. 7 Interlock - Panel � C' I— . . - i"'O 03 Bt � n � 0 � BETWEEN __ - 11 - - EMBEDMENT 8 Hook Strip (4 FASTENl SHOWN E t�e ., (No 2 9 Glazing - See Note (8) and N) IN SAME PLANE FOR 16 (Note 2,o & 2,6A) W 1 2 Er I DOOR — - FLANGE � r7i: I " . CLA ITY ON- 14-1, U 10 31W Da. Flat Head Cklincrete Screw, wan minimum STRIP ANCHOR HOLE & WOOD j �: /\ working load in shearof 180ba, at I 14"emoadment. SPACED 2' APART [11�4 4 1 � ", " i ", 1 � � _ - I �� -_ -_ L, � 11 _�A BUCK - - __ __ — F Soo Note (K) on this drawing and Note I on Drawing OPPOSITE FLANGES.) _",�DMEN, (T,_, A6 (TYP.) (Note 2,a & R.o[All) JT�� - _ Z, �� FLEX2010D. �� T: 11 L00 Wood or Tappim Screw with a iminingurn Typ� I I* ,7 , " � 4 ,�� - I ,�J 4 i , - l5 i y I----.--- I embedment of 1-318' into two by framing. See Note I 6 �- .- 2 13 � PERIMETER_/ (D_ (P) on this drawing and Note 8 on. Drawing _�np i` -E ,,, 5 g t -,A- ,/9, OTHERS T�� FLEX20100. 12 #10 Wood or TaRPN §qMt with Plastic Inserts ____ \.1 4, I - MAX, ;Z r" ii� --d , - - , - 8-� , . � �Ncl 2 a & 21ollffl) SHIM, AS f , EWD (Note B-j on FLEX20100) at a minimum emlba�miurlt ! �, 2 �r�2 � o I *ill I 2! , o 11 into the concrete sill. See Note (0) th i � f - ., co �� 0; @-\ l 5 (R �Ncite 1.c) � drawl and Note 8 on Drawing FLEX20100. k it , . . ; _-- STUCCEI/SHEATHING . Z E . T Lo O . -� E . ill - f '. (�) .� I,. -� .1 p -g 1 H El 11 K STRIP =.;_11 I m , i Z, . � � � DETAIL .- SECTION A -A ,iiiiel ONE BY WOOD - 1/4' MAX. SHIM SPACE - -A 11 _� I — i I I I � i . I SZ-11, HEIGHT BUCK BY OTHERS (OP7113NAL) __\ `ll - I �i/S' Mft I , i I ,1 I'L (Note 4.c.112) \ . 2 3 // 1 - _:�__ WOU Y SHIM AS li� -;;p OTHERS ___ f+j - � ////// - B . B iq� I (r-1) REQUIRED _", REQ'D (Note 4 lo & W) ,,c <Not � 1.0 \ / 4 - I 91RI n (Note & 2XIIII 2�a ) IQ SEAL BETWEEN I / A _-i.l SHIM AS hm ____ TWO BY FRAMING - — EXTERIOR ELEYATIO Dtftl 3/oz/07 l I 2 PANEL DOOR SHOWN Scale: NTS 1No::X I 111, / - --- I I/,, (SEE NOTES (C), (D) & <E)) bilewin thr. RIA �c) I �c):: . . < Checked Or JH - I/ , x ", I i vr � I -. - ___4_@ / Robert I Antorwal IM DLSCLAIMERz The purpose of this FL License No. 49752 SHIM SPACE Ir ,,,, . � ,i,,,, SEAL BETWEEN , Installation drawing l to present the manufacturers recommendations for ahlifirr � 1' A 4 , , 6 anditral G,e., concrete Screws, 1111. 1 - - 'IV I > `,` 4 14 A - & WOOD BUCK (Note 2.Q & 2,dJlD wood screws; and tapping screl to � --il - -.--p % achieve the design pressure specified # A . � I,' I 1`1 PERIMETER 11 on the Forrestal product as I Q t . : 0 .14 4, required by the 2001 Florida Building � o - - �2) EMBEDMENT 1-1/4' IMM (Note OTHERS I 2,o &.2A,M) 4 — S�G,D WIDTH 11 %_ Coo! (FBC), Section 1707,4.4, - ll 7nd _ "'� the 2004 F30-Resderill Se% 10 rdi , R613,6, Recommendations re ill �, I 0 O OG flashing, Sealing, seagarb or other ,. - �11 .. LIBERALLY APPLY SEALANT - _ - .,, ,�14 ,. joint sealant practices does riot 11--1 UNDER SILL OR SET SILL IN DED OF CONCRETE (Note 2440. SECTION B-B constitute a warrarty - ther expressed or implied. a No. FLEX24112 . SHIM AS REQUIRED (Note I.e). BY OTHERS [Lrawing Sheet 1 of 2 I . 0 Fastener Installattl Chart Sle. dill I "Wag"Reor liul R."inid Oulintellm ixf Faiiiiin,rM - WWth I Height Jamb I HMO " aws fil.�Rlvs - ---- - --- Silt T Hooki-strig wircati 1 (il L ± 4006 $We go" _2s�� - - !�X, ��o xx.ox,xg xx.0i ��%___ eo ------- 72 - so ]�=_ 80 a � -, - __ - ij - -- I a ! -W-S -M?I- 1___2__._ 0 Bose _ZN9LX�x0_-___1 .QX,XQ 120 80 a 8 . � __IL __ _; 12 Do __��J,J_L . ... _�__. T(DA) i B shall SOM _.��X_qx_�,0_1§k__ XX. Coll. X0 72 AEL,__,_,_.,_,!L_ 06 __�.,__ 10 ____I $ __. _14n?1__,_,�Sl__, 4 (DO) I To - 8080 xx, Cot, X0 96 90 I 0 t ,a 5 (DO) I 10 10080 xX, ox, X0 i2o 96 10 I 12 8 (102) 1 10 seloo 00 I 00 __AX_%Xo xx, ox 9 N_ 72 i3s- _ ilil ____i�__ ____ a- 12 a 3 1 -_ 1_2__ 4 (DO) f , � 80100 xx, Ox. xO 96 120 12 1 10 5 IDW I 12 was oxo 109 its 80 a I 10 6011 ! a 12W 15068 ___9x9___ Oil L4k 118 181 118 so _,___ 80 ___ft__.,' 1,il - a ! li _jlilID21 i a , ______��, - 12 IN) i Oil oxo 109 118 96 10 . I 10 M11 1, i �F lzoao orl 1.5 its 96 I 10 1 14 I . 1 15080 Cl 181 118 06 __ 10 I is - 0 90100 _9A0_ 1100 118- J?R___I___�L_ I io -I _7_4 _ � 12 _ __LLD22i ' 12010a OX0 I 45 it$ In 1 12 11 P4) L__ goes xxx IIDR M 80 a ! in - -12 - - 6 (PI) 1 R I Most xxx 142 M 80 a i '4 - - 8 ; I it 12 il 7 8 � �-a go O I Illim _.ax , ___?M__,_1Qt_NL xx X .L'--- 142 6A �Le.___ 06 1 ___!� i i 0 10 - 17Z_ 0 __UQU'_�____1A._ I laill XXx 176-5/8 9-6 - 'O I 16 __t� �Wlco —5= 156 " 120 12 ! 10 7 L(D2L 1 12 __72 1 12100 xXY 142 &a 120 12 1 14 11 M41 � - , ilas, ... 0 69o - Lit 518 143 -a- ,a__ so .- a I 12 -6-- j '_i_4__ � iST)__ i 8 -_ 9 21_�7L 18068 - I oxxo 191 sa 80 a I is 13 QQ 2 a 10080 12080 Iwo ol cil _-V;iiW(-)-,i7ii--1R- lie 61A TTI-w 96 -'re ----- ol I _1�_�___.L2__ - - iO___d___j4,__ -;-6 ; I is __ 21 t ' - _ ia - If _Lq�M_1�1=4 _____ 1 5 Me) rooloo oxxo 119 W 120 12 1 12 - 8 oi 120100 160,00 _QN�02-1i'L3_�a- oxxo - 101 518 Mq____ 120 — ___!3__L_ 1_�__ IIR�)_,_i_,_L2__, latest Xxxx i�7 1* 80 8 ; '7 12C68 xxxx _ .- - 141 IX 80 -- - I ____,§____I__i!L,__ � _g,P2)_,_t 8 .- xxxx j7sq--�7--_LK 6 ! is 116068 em , xX)(x 10 i 12 17080 XXXX 441 i[A I 96 1�1 1 16080 1 xxxx , ! �,4 ls(pg) l 10 ll _;?�? XX IA 1I.K. IA _ ___12 12 1 1 __PD i 2 Li�_L___L_ � 720;0 160 Go XXXX I XxKx 14 11A 189 114 120 1120 12 1 14 I; q I is i 11 Fastener Installation Chart Notes: 1) In so" caress, concrete screws, am only required in one of the factory spoil ir sets (Le., a hole get being the two hole$ lying In a plarre perpendicular to the width frame). In these, cases designstod as "ll the iestallaton chart ions of ft holes Wit mol a concrete Screw and the remaining holes will be Alled In acoordance with Notes 0 and P 2) In some cases concrete screws Ile required in both factory applied installation hole set. � 'Di. through *Dlr Olasignal in which size & configurations two, concrete Sorel are required. The remaining holes will be filled in accordance with Notes 0 and R arDl' marame, install hill concrete screws in we set of inslai6L�ti holes. b)"Cil means, Instill two corromte screws in two soft of installation hol c)'03" means. install v,w concrete screws in three sets of installation holes. i maignal install two concrete screws In four sets of installation holes. e) "05" means, install two concrete Kravis in five sets of instiahation hol 0 IDW maral install two concrete schem in six sets of installation holes� g)'Orr, means , install We concrete screws In eleven sets of hnstrilinjon house, h)'OT means, Install two central screws in eight sets of installation noisier 3) Location of adclitswal concrete screws In head & *ill should be priorifted as follows. a) First adjacent to interlock or butt still in head & sill. ti) Secondly, at coch end of head & sill nearjamb col If needed, c) Locations in head & sill other then as Listed in a & b. 43 Local of additswai concrete screws In iambs should be Prioritized as fullowe: a) First, radhacent to looks in jai b)ISeowdly, at each and of iambs hear head & slit comers, c) Locations in Iambs other than as listed In a 8 b. 5) CS = concrete sch" and Wist = wood screw (I to 16) See General Notes Drawing FLEX20100, Sheet I & 2. (A) Milestone Series 10% Sliding Glass Door is shown, Also applicable to Milestone Series 2000 Sliding Glass Door. ,�Al (0) Drawing applicable to Non -Impact Resistant Sliding Glass Doors glazed with 3116" fully tempered glas& See Note (V). (C) Where 'r represents moving pariel and "O" represents fixed panel, approved configurations are as listed on the fastener Installation Chart of Sheet 2, (D) Not all configurations listed on the Werier Chart are shown on this drawing, however installation Sections "A�A", 'B-6" & Hook Strip Detail apply to installation of all approved Configurations, (E) For pocket door Configurations, use closest by-pass door size and configuration in the chart to the finished opening of the pock�et door, (F) Concrete screw edge distance me,asured from edge of concrete/masonry/blockl to oenterline of concrete screw must meet or exceed 2 1/4'. Minimum size and embedritent per Parts Ust, See Note (3) regarding deviations, koi; Wood or tapping screw edger distance measured From edge of wood receiving the polint to centedlne of wood or tapping screw must meet or exceed 1". Minimum size and embedment per Parts Ust see "a (3) regarding deviations. (H) All field supplied holes in the frame (If required) will be 31161 in diameter. ill(1) Wood screw withdrawal values used to generate the Fastening reopurernerts are based on Spruca-Pinil witin a Spall Gravity of 0,50, See Note (J) regarding deviations. (3) Any devilarbor, less than the minimum requirements stated must be approved by the marsufacturer or engineered by 'ol Design Professionalm accordance with the applicable Buildi Code and Product Approval, 3/16" DIA. CONCRETE SCREW WITH SILL: (K) Where door is installed In an opening with a masonry or concrete sill, use a 3116'diameter concrete screw of sufficient length to achieve minimum embedment of 1-1/41 into masonry or concrelie. See 'Parts Ull on Shea I of this drawing for Concrete screw size, embedment and load requireirrilirits. See FLEX20100, Note 7 for additional concrete screw requirements, (L) See fastener installation chart this sheet for concrete screw quantities and additional installation requirements. ZL(M) Install one concrete screw in each pair of factory applied Installation holes unless noted otheril on the farsterner installation chart. It is -ptable to install a 3/16" diameter concrete screw with a 1-1/4" embedment in all holes in the sill which wilt exceed the minimum requirements of the rastemer Installation Chart. (N) Alternate Concrete Strew installation fasteners front to back In the sill firamemember when both sets of holes are riot used. (0) AL, remaining factory applied installation fastener holes In the Sill not used for concrete screw Installation shall be anchored with plastic anchors (see FLEX20100, Note 8j for details) and # 10 wood screws of suffloent "In to provide min. I" in. embedment into the concrete or masonry. See "Parts Ust' on Sheet I of this drawing for wood screw size and embedment requirements. See FILEVOIDD, Note 8 for adclitional wood screw requirements. #10 WOOD SCREW W/STRUICTURAL TWO BY WOOD BUCK & OMONAL NON-STRUCTURAL ONE BY WOOD BUCK - HEADIIIAMIR /1\ #10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK FOR HEAD, 3AMBS, AND POCKET DOOR HOOK STRrP: . � - ?� I� '�' . pt i�, �; e �; g C 'd �q A P" � � -- A I :2 I � 6 10 , 2 � � � � I' I I � I - 110 P a: �T 2i 1 �q ,r = � E � 0 lo .� . " ,�: 0 � . I � 31; . IgA,d � u . g � T a " V;,- - E . I 1 ,- .. I-.- �T -1 , . ,, �, . ," ? � - I � , . � . -� . i, :0.9 0 0 9 I 9 6 �1' . � �6 , 22,2, 1 Ili, - (P) Where the head, iambs and pocket door hook strip is installed in a maskinry or concrete opening with a combination of Structural two by and I'll I - OPTIONAL one by wood bucks or directly in the tvic, by wood buck, use #10 wood screws of sufficient length to achieve 1-.318' mmmum Daft; 3/02107 embedment Into the two by wood buck and/or framing receiving the point at all factory applied Installation Wes, See 'Parts Usl on Sheet I flooler NTS of this drawing for wood screw size and embedment requirements. See PLEX20100, Note 8 for additional wood scmw requirements. U... By, FUA Chedked Ill JH (Q) See fastener installation chart this shed for #10 wood Screw requirements in jambil head arid hook strip- ,L (R) " used, (S) Wood Screws shall not be used to fasten assembly Into end grain of wood. (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) Installiabons depicted in d-ese 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; then that shown In the fastener quantRy /11\ table and shalt be determined in accordance with Note 13 of FLEX20100. il F ,-.,-,I Gial may differ from that tested as allowed try ANSI/AAMAINWWDA 101/1.S. 2, 101il 21NAPS or AAMA/WDMAJCSA 101/1.5. Z/A440 and applicable Building Code. See Note 12 and 13 on Drawing; FLEX Z0100 for filf-ther details (W) Two by wood and/or framing to be securely fastened to transfer the load to the masonry, cloncrebe or ' other Structural substrate per the FBC and the engineer of record's detal as applicable. l See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. Drawing No. FLE)(24112 I Sheet 2 of 2 SHEATHING - -BY OTHERS `2191NIERAL MOM 1 to 15) See General Notes Drawl FLEX2010D, Sheet I & 2, ((A) Milestone Series 1000 Horizontal Sliding Aluminum Window In XO, . - FRAME W TH, � :� A - A N 'i SEAL BETWEtIN WINDOW FIN & 31 OTHERS ,, M (Note 4.1o) 9 OX and XOX configurations are Shown. I — �; e �-t g , SHEATHING �,W2 (8) Dravil applicable to Non -Impact Resistant glazed windows. _ a 16 in IQ I 6 � C 0 (Note ?xL & ECAD ,-, . W � � (C) Production Clearing my differ from that tested as allowed try 1' i- ____ I � -, E �- . � - &D -.1 , I.: 7 �� .1,4 > Z (L. ANFAIAAMA/NWWDA 1011I.S. 2,14DIII.S. 2/NAFSorAAMAIWDMAICSA 101[IS, 2/A440 and aWrcable Building Code. 5" Note 12 and 13 on Drawing FLFX 2.0100 for further details, li Z 6 FRAME I t � I . V �� 0 . STUCCORY . (4 , HG B B 3 � � � I .11 . : OTHERS — p . I I I I . . . . . . . ...... Ir T �,_ \ �� (0) For Fastener Locations see Sheet 2 of this drawing, See Note (H) regarding deviations. (E) Wood screw and .1 withdrawal vililuesused to generate the 5 - I!, I I i I 11 I . I 1 -3 . � / ,�,��o5� PERIMETER I . ... - SEAL (F) Wood or tapping screw idge distance measured from edge of wood — I — - BY OTHERS --� (Note R.a to cantei of wood or tapping screw must meet or exceed 1'. Minimum size and embedment per Parts Ust See Note (H) regarding r. �2 11 EVATION - VIEWED FROM EXTERIOR 21: - ` I L ?.c.q) 7 SHIM AS REO'D. (Note 1,10 deviations. § � l Nail edge distance measured from edge Of wood to cmiterkne of A PARTS LMT ,;, _. �� DISCLAIMER-, � d § -F �� - I nail must meet or exceed 9/16' or S ti� Shank Diameter, whichiever Is larger. Minimum Parts Ust See Note ril I Heal - Fin Frame tte" hzill,itim ii,_�,r, W ,rrei,pt -. � EP 1i t � I size and embedment per (H) 2 891 -Fin Frame ir. ,-rx1,r_�,, - �§ F ,,) regarding trel ?vR,[;..'�_, 3 Jamb - Fin Frame -W i� V) - (H) Any deviation less then " minhirriam requirements stated must be - o1xAVs`h"""_.e`.WV.*1 4 ;lead . Sash ,% ; - 9 A approved by the manufacturer or engineered by "other" Design W ill. IM dew ;,iaevre — � ?.. q-OW - - rii,ii�xlx, P� 5 Sash I N Professional in accordance with the spoil Buildl Code and product Approval. ,sit(- R g:6 as �il by tr,� 2001 Fk�da 1= a Glazigg Bead a ig � (1) All field supplied holes in the frame (if required) will be 3/16" in Will Curl Ol s- UWAA, � fDC Mi S"m I I a - See Not- (B) and (C) Z "I I x § I diameter for #8 wood scram or the shank diameter of the nail rounded ill ft 20M mCAe;oe,d,,4 8 #8 Plan Head Wood prTap igSwew _ _plL � R6116 Ri,,i,x,,1.rd_ ""' , le 2i I up to the Ill Standard designation dill bit Sale. ftxihvV,_1rW,_Isl.d_ with a minimum embedment of 1' into flip � It (3) Wood Screws aid Nails RI&I DIgT Die mixed W When tile same Ill -1 9-- 'ill ro structural wood substrate, See Note (K to L� wrriA,It�rh, ii vivir,l i,itlii,, .viewill . "7 assembly N) and Detail A on this drawing and Note irr will Rl ,I FRAME& BUCK 0 & 8 on Drawing FUEX2Oi00. 8 8 § 1 11 HE JQHT (F,H1, & B.H.) 9 Round Read Deformed Shank Nail with 8 " I FRAME WIDTH minimum 0.11W diameter(liGA) and C, t' , I I 1 5 I - BUCK WIDTH, �_ 1/4' MAX, i I. R.W.) — SHIM SPACE minimum embedment of 1-7W into the .11 S`11 �ETWFZIN structural wood substrate. Sea Note (O to 1. I , I , h I TWO BY WOOD ��INDOW FIN R) arid Detail A on this drawing and 1 19 a K,;,\ BY OTHERS — i I-, SHEATHING Notes 4.b & 9 on Drawling FLEX201 00. E.- 5 � 5 4? __k2_) (Note 4.10 '_� 2.C:A) Centerill1r,c, of I--- SHIM AS REWD. ------ Fastere Ref- - INTERIOR (Note I.b) 4 ,?2" I ----nq FINISH BY - PERIMETER SCAL /// I OTHERS I --Date: 1104107 7 Jilri, i Sl fill I Drawrin ll R)A .By OIH FRS <Note ' ' -\\ & 2�.,il'l 11 1. / 1/4' SHIM I - -----C::� �SPACE MAX. EMBEDMENT REW I Checked Dr. JH \ 1�nr ) Robert X Z;!Z P.E. I . I I ., I — _�l ., �., I 9 8 . : � I I � , 11 .. I .. "i'U I , ___ � - --- I - _. _. � � I . . . : . I I � � .. .�.. rr , I __T11__._,__ � ------- SHIM AS REQ'R - - t 11111 .. �� .,.- 11 . . :. '' (Note lib) . — __ FL License No. 49752 r I �� AM48 i ... "......"!% I I - .. � 11 ". . STUCCO BY__ ... I , _____ / 1. I I OTHERS . . I . I - -. � PER-IMETER L' . Fin - � . SEAL BETWEEN WINDOW FIN & SHEATHING �evj� i 01 SEAL By L " THERS i ZSHEATHING Dimpled Area on I . I DETAiL A Attachment Fin I ".. ,., .7 . (Note 2.o SHEAllil G_ L P, 0 TWO By WOOD ' 2 (Note 2,o & 2.c.il) I BY OTHERS , � . Wood Screw or Noll Head must be ........ .,* & 2 C,l) BY OTHE S u � BY OTHERS 3 J :n full contact with Attachment Fin. Iii.il (Note 41) STUCCO OR Centerlirie of fositene, shall bie � _7 BY ,SIDING 6 9 SECTION B-8 OTHERS approximately 9/32" from edge of Mewing No. FLEX25120 1 I Attachment Fin. I Sheet I of 2 1 . swomll, RMMM RE M = w Rn m .... DANSCO 0 N il ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 a C:I CD Ln 0! LU1 Z t7. --i C:) 4 FS �4 l v U) 1-1 �: 6 '� M M 0 > %D _J 0 iiiD < Ca ko V CL M I ,I(� Z ILLI M III .-- ly 00 Ilk 0 W 03 r-- = . en Y-7 Z CIl In no Ill CL CD < 17) E 2 LU ro LU 3: �_ -.1 . W Z CD CD mi %D F— F— UJ () LU =) = C) cil I 0 < W > CL 0 LU (il Q� CL < CL 100 < 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 STRUCrURAL PORTION OF THIS DRAWING ONLY. @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION I VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH _WD ]J- 0') V_ 4t (D Z 0 _J 5 00 — 0) T_ C) N I cl LO I C) 00 V_ LO ll 7: - Of .9) a = N -0 ;E� C1_ � - �_i "51: r`_ (D cm) Q $iR an a Iff 0: Ng-5--vicLQA--arLcLTcj.PR:�ag-�cc��L--Egs-t�!-O_f!r L.pQ Qn Q OLt _I tjD�5 Z11 I Series 1000 Horizontal Slider X010X and XOX -Modular Suck 11 No. Famnors "' i _ 9 He Height ' In ea, " b In each Jamb Eb - I 6 J_ _L1 L2 A 23 2 6 6 ni. r?. M , '5 2 Et 6 6 ft/a n/a 13 - 47 - 3 - 6 6 23 1/2 rt. _ __ ff- - " _ __ ___ _____4___ ____ s ____ - __ e - -, 9_3j_4_ _1 3T,7 S ---�br . __ 1. 111�- -1---- , �-'- 61 1 �-f_3W --jii, i - Fi _ ,___ - -ii,--- - , i'--- _ _ ____ __ , '--'- ' _� --------- " ---- 6 - __ ---6'--"- - �s'�N _' fli_f7�_ I Series 100O Horizontal Slider X010X- Modular I Buck width No. Fasteners in Head SiSill Fastener Locatl.. I Es Eh I L3 I H S 2� 4 4 116 4118 6 V4 E 1 35 4 4 IJ8 4118 14 1/4 & A L __ 47 53 _ ____ 4 ______ 4 ___�_118_ _ 4118 _ 4118 4 IiIi .... 20 114 _ 23 1/4 1) L 5-9 4- 41ili 4 116 26 114 4 1 4 1,8 4118 29 i/4 I_ I__`T1 I 4 1 4118 4 IS 32 114 I Series 1000 Horizontal Slider XOX -Modular H S akr;l, width No. Fasteners in Head &Sill Fastener � Location Es E 4 E 71 6 77 41,18 4118 1� 114 & LI A 83 �d J19 - 6 4 1118 MhL 4118 14 V4 D L 9s '__'iff'__` - ' ' 7 6 _'__,6_____,__,_:_4_i18 ,� �� 1��__ 4118 4 11S _ 0 1/4 �0V' I 6 , 4 lia 4 V8 _ _ DESIGN PRENURE RATING # FBC CODE COMPLIANCE (S) If exact window size is not listiod in fastener location table, use fastener locations listeol for next larger size. (T) Installations depicted In ttlese insmuctJons acceptable for design pressures to 60 P$F for the Window sizes shown In the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than 60 PSF and shall be debermined In accordance with Note 13 of FLEX201%. Nailing schedule in Note (Q) for design pressures to 35 PSF, 45 PSF arid 60 PSF. (U) Production Glazing may differ from that tested as allowed by ANSIIAAMA(NWWDA 10111S. 2, 10111.5. 2/NAFS or AAMAIWDMAICSA 101irI.S. Z/A440 and applicable Building Code. See Note 12 and 13 on Drawing RJD( 20100 for further detal& (V) Strucural two try wood buck and/or framing at the head, sill and jambs to be securely fastened to transfer the bad to the wood structural substrate per the FBC and the engineer of record's details as applicable. -Frome & Buck -,-- Awidth A _3 6' 0 I I - IT'p, J�Typ�j Cryp,i -, Ein Eh� I XO,OX - 4 Head & Sill Fosteners. Jamb Fasteners shown below. ...1_---j:::h r ___� � --- T F 7 1 Ll a ui Heigh t . i I // //// � � --� I XO,0X Ll I __ ` Z - ------ J i ===:=:Zvi f�_ I _...J �_ Es XO,OX . _� ��E, Xc, Ox ELEV)�TION 2 Jamb 3 Jamb VIEW, XO1OX Fasteners Fasteners u Width (W) See FILM0100, Notes 10 to 15 for additional E4 6. E 4 :� - _ , � � .� ; I FBC Code Compliance, � i � , 4 1 A � §!� _r - ; - [�E In I I i- ; - � 71 I 7 � Height I I I I � XOX � _1 __ L2 - ILI �----� / X0,OX Z-, 4 J a mb Fasteners XOX - 6 Head & Sill Fasteners. Jamb Fasteners shown below. - /__ - I I 1, L I Ll , - - li LE! --i ;- L1 11 . - iiiiiii -, - ir 94 " 't - § C -2� b �- liisj� t-� A ,ri Qi . ,x j 16 iJ8 i 2 I LU J fit ffl! T I � ii t6 k , 1 ffl�E 2 A � 0 §3.. - ,,,, .E F, Is g I 16 ! ,g _F a . ,5i . . . 3 T 1 i . -0 i N j 55 2 I i t � ? � t- S V _- V .is Z 1� . I 1 'a j 1 15! , , , I I I ft 11 , � I t 4 a � I FASTL14ER INSTALLATION INSIRUMONS - PLEX25120 I I i I I _ ____ '____ ----.----.- - _ _j H �� L I (i� �-, , i I -1 I I I #8 WOOD SCREWS: (K) See fastener location table and Elevation v3ews on. this sheet for location of #8 WOW Screws, #8 Wood Screw leinglI*, to I' Into by framing. - __ - � � . _- ELEVA71 ION �I-;Es XOX XOX Es� �_ , XOX Z-2L =:Z I 1i � 11:91 _H_ (L) must be of sufficient achieve minimum embedment of the We wood see Detail "N' I for location tihe In Fri. VIEW, XOX 3 Jamb 2 4 Jamb Dow 11"/Q7 (m) on sheet approximate of wood screw the attachment Jamb Scale: FITS (N) Wood screws shall not be used to fasten assembly into end grain of wood. Fasteners Fasteners Fasteners or"wir Or. RJA NAIII.Sz (0) Nails shall meet the following requirements: Fastener Location Table Notes: Chacked Dr. 3H 0. 1 13' diameter or greater, : sufficient length to achieve minimum embedment at 1 7/8" into the two by wood framing (generally, nail 2 3/8' 1) All dimensions shown taken frorn the buck width or height of the window frame. length ar greater shail meet this requirement), and 2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the window to . Wical (screw) or annular (ring) shark style only� be installed, enter the correct table obovo to determine the locations of the No. 8 Wood or (P) Manufacturer's nails meeting these requirements are (but not limited to) the following: Tapping Screws in the .head, sill and iambs. Pasiode deformed shank nail, No, 404947, 404537, 6501 11 and 650148, &J) : Duro-Fast deformed shank nail No. 325. Instal the No- 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is (Q) Location of nails shall be (+I- I" tolerance on spacing, edge distance is a maximum), /2\ + / - 1" for spacing. Edge distance is a maximum, . 4" maximum from each comer of the head, sill and Iambs or XO/OX & XOX configurations, and 4) This table is NOT applicable to the noiling option. See Notes 0, P. 0, and R for nail for the X01OX Configuration, 7' O.C. Max, for Jamb, Head and Sill for 46 PSF to 60 PSF UP, or : instail,atior, location$ and spacing. for the XOjQX Configuration, 9' D.0 Max, for 3amb, Head and Sill for 36 PSF to 45 PSF Up, or . for the XO1OX Configuration, 12"O.C. Max. for Jamb, Head and Sill to 3$ PSF DO, or . for the XCIX Configuration, 7' O.C. Mm for Jamb & 5" D.C. max. for Head and $41 for 46 P5F to 60 FSP OF, or . for the XOX Configuration, 9' D.C. Max. for Jamb & 7" D.C. max. for Head and SIR for 36 P,V to 45 PSF DP, or , ' . for line XOX Configuration, 12" O.C. Max. for Jamb & 9" O.C. may, for Head and Sill to 35 PSF DP, and "A' Drawing No. FLEn5120 . See Detail on sheet I for approximate location of the nail In the attachment fin. I Sheet 2 of 2 � (R) Nails shelf riot be usect to fasten assembly too end grain of wocxi� Seal Bet,ee,� �C8 woc�cl. Buck Ii, ,-rc:,-te --- Openrig nre By wood M.-r" O,'n, MOE; y Buck By O'chers by Others . /- B IL _\ - �vi . - F,W, -7 1 d 1-1/4' I, Concrete or A K ,�,, T X - _ Buck , Fr,b.di,,M j -, Masonry � �, Z Width - � F Opening . in ;� B.W�) u � - le . C (No-e 4.--) "o, ote 2.c & 2.10 W . (Not, 2'a & 2.ol /;: Sea:, Bi � 11 , 7A Shim As Req'd (Note La" I I �_ A I,> I By Others 'g ,- 9 6 14 1. e K �� . a 2 - �s . W,r.o. Ftangr, I 1,1,11 4 1_1/4 I i I N _ __ nd Woo( f�l i --- - a ) Buck \ ,�, Embed, Min. - - __t '\� I ent I 7 A A , 2 / I � 2 8 ii �9 I? (I - � � - - . - �� I [ 1/4' Shim IX (�) - '�, --- _____Z_. //, f �� __ .!i 8 ,8 0 - - I . � ' f I ." I space Max. ----- __ - , -------- $. - - - � 1' // ____ li? �.� � ri � 1. - � I i i ! ___4_0 ___A � 6 il r, " 17 See No." ,,, One By Wood F, H, For ca,,t;rl / -1 F � F_'�' . . I I � ' ' 1 t sc, __ - <;, �1.1 :� / I L Buck By Others i'i iNDtL 4.a) Z I I I : cco By i I . j Stu - nthli J Shim As � I � R I ___ / Nyte 0) I =L I ad Seal Between Window / - V a Seal Between Wood Buck & i i l peci'of, 4 Fl __1 o'qiz and wood Duc� � �s § - me I 0 1 ,`t E 9 S i I Pi,r mptp. ` (Note I.Q> � ; r Seat Br �� I a ;y � __ (Note 2.a & 2,1a.J�) - - - Bysd�hepesnng fe 3- - .1i (Note 2'a & 2"OLII) o 9 . e ,_j � � Eth r t ' i I I. By Others Perit,ieter Sea _j exceptlonlir oirtPq <N.Qte 2LQ & Z11o'j') Al "'in7x" `MIrP-)Ty*p1t`1n H-d Jle�' -.9 E 9, I � H (N toe Q, 2 c 6 Frame L 2 b;i) 6 Ruck Height .,.d ,i � f ao, .f,#, ,.f.d..ji, Frame Width --N*� 2) 6' 4- QTyp, I, J.rb f 12' - (F W.) Stucco By Others I � i I ; I f Heigh-, _ I (F H.� (B H.) r,191, .;,id.... 11 N M b * 1: I 8 /7) 11 2 SECTION D-B a, " .� � � i Pierilete r.1 ELEVATION 1 I'l- F H I Seat B" � , I . y . VIEWED FROM EXTERIOR '�onc,,etp or t4 L E � Q-,hers . ; . . - ; I q (Note 2.a . � e� 2 WD _\ I Interior ,v-- oi_iarifirstollcton for Concrete Screws per Notes Ill & W. ties Of Con-t. Screws per im,it.h.ii- Chart on shest 2. - , Masonry Opening 2 iz By Others - i ; - - - � \ A ---I--- Finish By irisliallub- of 410 Wood 5cle.s in Strvciurol Two By Wood Dl,tk v Y. I 8 I � - � : I Others / L pi�ir Nrit�s (K), (L) & (M). . ,, 1i 5t I I � I , i PARTS LIST I � � .. ".. i Head FlangleFrame � e I] 2X4, 2X6, �X8 A 1, 1, t q `7 Iq I - ____ 2 Sill - Flange Frame � 3 Lam� - Flange Frame .4 oo 3Z kit \� IQ lu , 4 9 5 Not Used <Note 4.b and 0) .U"dw I I IV 1:y , . 11 - I I 1 \ 1--3/8, 6 GlazIm Bead M n, Emb , '__)�D 7 Glar.ing See Note - , - I 1�7 1� Iq ,I IQ Iq Iq Ij - (B) and (C) a 3/16' US, Flat Head Concrete Screw with minimum working bad in shear of 180 Ibis at 1 Uzi' 1_.1___.__1__.___1 SECDON M�' _� A -A (ALTERNATE) - I 11 - � I _. _ - 1__;:� embi bs;� (I I on Sheet 2 and Note 7 on Drawing FLEX20100. For installation with two b -+1+ I '� Seat betweericwl,olcl- "Frec:ast Sill lay others, i t Head .1 I 9 #10FIam"nI=a`1IT pping Screw with am nunum embedment of 1 -W Into "Structural wood bucks. Two By Buckor Fraii See Note (K) on Sheal.2 and Note8on Drawing FLEK20100. Similar for 5eQt;QO Deft: 115/07 ftarge & pre ast sill Conrigarations may vary. B-D (pgt 5h9wo) Spille: FITS , w/VvIkem 116 aciresive Pro" Dili, PJA sealant or approved equal. Crecluse Rr. JH (Note 2.1c�:) E - Robert 3' Amorissio, P.E. GENERAL NOTES FIL License No. 49n2 (I to 15) See General Notes Or -wing FLEX20100, Sheel I & 2, ill"Its I ....... ! ,A) Milestone Series 1OW Fixed AJUM[num Window Is shown. AJso applicable to Sones, 2000 Fixed Numinum Windows. , 0 ,% or. , (0) Drawing applicable to Non-ImperA Resistant glazed windows, 1. (C) Production Glaring may differ from that tested - allowed by ANSI/AAMAINWWDA IIIII/I.S. 2,1011I.S. 2/NAFS or AAMAIWDMAJCSA .,. . 11 1 101ILS. 2/A440 and applicaale Building code. See Nola 12 and 13 on Drawing FLEX 20100 for further details. DTS(IMMER: The purpow. of this installation drawing Is to present the . (D) Far Fastener 1,oration & Quantities see Sheet 2 of this drawing. See Note (H) regarding deviations. manufacturer's recommendations for anchorage [i.e., concrete screws, wood "7 (E) Coi screw edge distance measured from edge of ocincretWiriasonryltiock to centorins, of concrete screw Must met or exceed 2 tapping Vulkern Structural '.� I - screws, screws and Adhesive (or other approved 114 .'. Minimum size and embedment Per Parts List. See Note (H) regarding deviations. equal) as applicable] to achieve the design pressure specified on the (F) Wood or tapping screw edge distance measured from edge of wood to centerilms of wood or tapping screw must meet or exceed 1'. � . ........... *. 0 " . Minimum size and emboximent per Paris List. See Note (H) regarding deviations. fenestration product as required by the 2D01 Florida Building Code (FBQ, ....... . . I., "" (0) All field supplied rioles in trie frame ilf, required) will be 3116-m diameter for 3/16" diameter concrete screws and #10 wood screws Section 1707.4.4, 2004 FIBC-Building, Section 1714.5.4 and the 20i I (H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by'other' Design FBC-Resiclemial, Section R613.6, Recommendations regarding flashing, Drawing No. FL �7110 professional In accordance with the applicable Building Code and Product Approval. sealing, sealants or other joint sealant practices does riot constitute a warranty I 1 either expressed or Implied. Sheet 1 of 2 1 . Sheathing V Min. Frame width A - I - - Embealment GENERAL NOTES - Buck Width I 4_ Seal Between (Wood Screw) Two By Wood (I to 15) Sea General Notes Drawing FLEX20100, Shoot I & j. 0, X . � 1Z 0 - 8. 0, - -_ � L-� Window Fin & by Others 2. 1 C 1 in -C Sheathing (Note 4,b> (A) Milestone Series 2000 Fixed Aualnum window is shown. , , M "4 'R 21 r ,I w t" . 12 9 P 'R . (Note 2.a & 2.c.0 VI a I r Alm apialicati4e, to Series 1000 Fixed Aluminum Windows. (u (8) OnswIng applicalclato NorHmpact R,aisialem glazed do a, " � I F .. � A W / /f, I' � 0 ___ . . I ..'' Shim As Req'cL windows. :7,,�;I 1 i - I 9 - � Exterior � :r � . �. / // 1/4' Mo.. 1 1 i , 10 (C) Production Glazing may diffar from that tested as allowed I 8 i .1 - � (Note I,b> - . - 11 by AN$1/AAMAjNWWDA 101/I-I. 2, 10111-5. 21NAFS or I I Fastener i Finish � I I By Q-triers I � . :.. . . / I spacing li; , 17-.;_ _ I-- .- AAMA(WDMA/CSA 101A.S. 2/AW and applicable Building ///,/� i I p I . .. r I (See BeLow) ! . Shim ,,.O� Code- See Note 12 and 13 on Drawing FLEX 20,100 far furne I I 4--1 I R � I ,� . . � _ _ --- - . .- I details, Frame I EquaLty Spaced I / I 1, I I ______'_� (D) For Faisteref,9pacing see Elevation View I / oin.9beet and & Buck I Pe,rl�etei .. I Notes (L) & (P) on Sheet 2 of this drawing. Soo Note (H) Height - .---.-, Fasteners (Typ�) I V �// f //� '; it B regarding deviations, .r I 20. y ; ! a. . - : Othr (E) Wood screw and nail withdrdwal vaivirsulsed to generate i � ! § § I fo B (Not!, 2a I the fastening requirements are based on Spruce-Plr�Fur with . ! j B i N a B: . & 2 C.0 I a Specifi; Gravity of 0.50. See Note (H) regarding deviationa. I I If .6 . I I L _n ,� (F) Wood or tapping screw edge distance measured from edge ---f - . - - - r 9-1 -N - I of wood to centerfiris of wood or tapping screw must Meet or I Zi Framis i i i 6 A ---j Bu ,-k exceed V. Minimum slze and embedment w Parts List, See N Height ELEVATIO 1 �_4-1/2 1 it A ,- - Max, I fF.H.) I Height Note (H) regarding deviations. VIEWED FROM EXTERIOR (Typ�) ) (B.H.) (0) Nail edge distance measured from edge of wood to E j I (D / 2 ; I centarlins of net I must most or exceed 2/16' or 5 times Shank Head, Sill 11i Jamb AnchQr ,e .51 'a SoaCirlcl I I / I Diameter, whichever Is larger Minimum size and em.badment - I Perimeter In'terlor Parts Ust See Note (H) regarding deviations DL5CIAIMER: Tim ii� a Seat By Finish Wood Screw - TO 70 PSF D�P,, 18' D.C, Max. xxxxieddftwobliscr 9 I /� By U-thers I (Z Any deviation less than the minimurn requirements stated drWis, a w vi� ft 0 'othee I Othrs - must be approved by the manufacturer or� engineered by j.i (Not , 24 . Design Professional in accordance With the applicable Building Nall, lao.1-indlitiow, r. I q I & ,2.CJ) 1 61 PSF TO 70 PSF D.P,t 5-1/2' D.C. Max� .d..x R.., .w -, I , I Code and Product Approval. 51 PSF TO 60 PSF D,Pl 6-1/2' OZ. Max, twolmsciiiiis,-rd-ftle, � 1--_::�C__ � , L__ - - - �� t (1) All field supplied h9lers in the frame (Ifrequirm) will be W161 �(_ - d-W P-- . I I . D, . , I 11 Ill . in diameter for #8 wood screws or (he shank diameter of the 46 PSF TO 50 FSF D.F%� El' 0,C, Max, R-T,W - sxt f.w.t.ax, , I �� 41 PSF TO 45 PSF D.P�l b-112' 0,C Max p,suoisnopirsdityve 8, - . Ship, As Req'd. nail rounded up to the next standard designation drilli bit size. 20DI Holds B.4.9 coo I ti I 11 - I 1/4' Max. (Note 11b) 36 PSF TO 40 PSF D.P,, 9-1/2' O,C� Max,� M� I - ____ (J) Wood Screws and Nails 6H,61,4 NOT be mixed to fasten the W , Soalei t7ai 44, M4 I Exterior I TO 35 PSF D,P,� 12' QZ Max, _, 1, Finish -----____ 77�� 1 - - - a - . I ...".1414'W", �ItA"ZID04 I , g � g I I _ I by Others Filic-Resdamat, 5saw 't gy Otheirs �-r I I ,� � . . . I - - � <Note 4,b� All -1 R613A. lexxmmwWw`J_ _R__ I � . I nsl fell"11% -1,19, -91 9,; _� Min . .. ,. I '. 7 1 . I Frame Width I .o.b.lit,apift-la, M - - I - - Shim As Req'd� Wo- - - __.s." Z - � Buck Vicith 1/4' Max� (Note 1.1o) Two By Wood Centerkine of ! li wixerity w. exprexali (F.W. & 1H,) �- by Others F i . Illipsed, ee' Seat 3et-ein r lNote 4,b) I _1!i=_ w ' 0 11 , ,low Fin � WI, ii. ti`�z I 1' Min. - Deal: 1/9/07 ' / ! ,.at Sh.c.-thing dm Sheathlrig I Scale; NTS I t (Note a.0 & 2 Ell) ; Drom Ry� RIA (Wood Screw) I i Sheathing ,1� By Others I . Checked Dr. Ill By Others I _ - 1E ,�_f � I Robot). Amwiloo, PA. , PARTS LIST 3 ; V Min. Ft. License flo� 497S2 I i I E bedrient i --- - i I <Wood Screw) 'it-jiFin Frame . ,g��..J* 2 - 7 --�� Attac . . 0 3 Jamb Fin Frame I 7 � WZ" t I ment - .1i", * - -_ - _� . . I I I . � 4 Not Used . . � ____ Fin ! ". 5 NotUssed .� I . : � :. , . . : : � _�If . . I - I I .1, .. . - I . ��& E= . __:�'L I I , 6 Glazing Bead 'L.. ;:.,, _ .11 � X : Seal Between q I � ,,, � , : - 7 Glazing - See Note (8) and (0) . 8 #8 Pan Head Wood or T91212igg Screw with a minimum embedment of V into ,� L .:: , � � . . , ',_ Window Fin & Wood Screw or Nail Head must be ... .. .. I . -.--.- . � - � "_ Sheathing in full contact with Attachment Fin, Z..".. the structural wood substrate. Sea Note (K) on Sheet 2 and Detail A on this I 11 (Note 2�o & R-r1l) Centerline of fastener shall be .". Perimeter i drawing and Note 4-b & 8 on Drawing FILM0100. approximately 9/32" from edge of " ..... . ... Exterior 9 Rpuirlcl Head Deformed Shank N211 with minimum 0.1 13"diameler (1 1 GA) and Seat By Othm; Finish Attachment Fin. SECTION B-B (N) on B, DETAIL A Drawing No. FLEX27120 minimum writiodmarit of 11-7,8" into the structural wood substrata. See Note (Note 2, Sheel:2 and DoWIA on this drawkigand Notes 4.b & 9 On Drawing FLEX201,00. & 2, c. I ic)' Sheet I of 2 . Seat Between Wood Buck & I 9 � M ir Masonry Up ning � Frame Width Frame Width in I Seat Between Window I - By Others I ' Flange & Wood Buck , I (Not. 2,. & 2.1b.0 A 7 A i � .. r 0, 1. V .,i A I. P iNote 2.0, & 2,10.0 - - UI - - - - ___ � 11,14 ";i , - I !� -6 _: -7 91 Buck By Others - ____�_ _�55 . �i 11 0 Concrete Or Masonry . Opening By 'i, V/r / I , rw- �/ _� // X : 1 .6 ! 2 r- ; � -� Frame !i 8 A .9 9 � 3 Others 'Note T) % I / / / � , , 5 8 I I r, I B E3 -3 - Exterior Finish , "i ____� / I I I � � � i5 �Q By Others 4 6 1-1/4- Min. II X � I � L Embedment ,� \ a I - J A __j EXTERIOR ELEVATIO A ---J , § g t . 1 __,_________._________1� - I . - - _><'_j j i . I I � ,,i E i Ill 3 - 9 X - 11 Buck Width I - ! L 1/4' MOXI I Shim Space P \.�d, I - (B W.) , 1-1/4" 9 ;1 I t t IL Min. i i i It 8 I Perrreter Sea, By Others I 1 i Shim As I 1/4" Max - �- Embedment Shim Spope = J1 6.6 9 , 9 ,N § % (Note 2�a & 2161D i (Note Ird) i Frame 1. Buck By Others I . a I Shim As Req'd. (Note 4,a) I il �ielght (D (Note I.a) . ff � , j (�) 'F ,1 MO 7 8 Buck 11 Height 111 (B�R> GENERAL NOTES 3 1 4 _� . "I 0 Z ,,, , I I ! I /- Shim As Req'cl, � (Note La) (I to 15) See General NOW Drawing FLEX20i00, Sheet 1 &2. (A) Milestone Sales 1000 Deregrar Fixed Aluminum '7 Seat Between I I I I Masonry Op"Ing I # Perimeter S . Window is shown. Alm applicable tD Series 2000 I � 4 va By Qt ers (Note 112. & plo-il) i lk I By Others - (No te 2,0 & i.11) I __ - i - ---� Designer Fixed Aluminum Windows. (5) Drawing applicable to Non -Impact Resistant glazed windows. (C) Production Glazing may differ from that tested as r Perimeter Seat --- By Others - (Note 2,o. & 2,1o.11) � Seat Between tat &1&.1 Window Flange k & Wood Buc� I ,!�_� �, I L allowed 17Y AMI/AAMIaWNWINDA lot/[.$. 2, 1011I.S. -, concrete Exterior Finish Q e � & a rb. ,,, Im - - � 1/4' Max. ZINAFS or MPWWDWCSA 10111.5, 2/A440 and --- Or Masonry - Shim Space Seat Between _ Vindo w Flange . L applicable Building Code. See NOW 12 and 113 on Drawling FLEX 20100 for furthirdistaft. By Others Opening By - Frame Width - m Others (F. W,) 6 . � . - - :L- older 1/9107 L Wood Bu.k ,� I (D) For Fastener Location & Quarl",ati sea Sheet 2 of this drawing, See Note (H) regarding deviations SECTION 6-6 Sots: " 01,11,1011, Wr. (Note 2.. & 2.1o.11) \ - - 1-1/4" Min- (E) concrete saw "a distance measured from edge of concretelmasomy/blook to centeftis of concrete PARTS LIST RIA I cirecisaill By!'IN Embedment sor" must meet or exceed 2 1140. Wrilimm size 1 Head - Flange Frame Robert 3. Amorwisir P.E. Concrete r U L. One By Wood Masonlry and embedment par Paris List Sea " (H) 2 Sill - Flange Frame Fl. License No. 49752 Buck By Others Seat Rictw- opening By Wcool buck 8, (Note 4,a) Others regarding deviations. (F) Wood or tapping screw edge distance measured from 3 Jamb - Flange Frame __ 4 ji0i: Used Allilgilil ....... ; 41 . Masonry Dpenirig By Others �EQTIQN A -A iNote 2a & e.laiu edge of wood to centerine of wood or tapping screw must meet orr exceed V- Minimum size and 5 Not Used 6 Glazing Bead . -4, .. '.W ..., , % & embedment per Pads List See Note (H) regarding 7 Glazing - See Note (8) and (C) . I - DISCLAIMER: The purpose of this Installation drawing Is to present the manufacturer's recommendations for anchorage (j,e., concrete screws, wood deviations (0) All field supplied holes in the frame (if required) will be, 8 3116' Dia Flat Hesid Concrete Screw with minimum working load In show of 180 lbs at I . i I screws, and tapping screws) to a0leve the design pressure specifted on the 311 61 In diameter for 3116" concrete screws and #10 114"embladmand. See Note (1) on Sheet 2 and % Fenestration product as required by the 2001 Florida Building Code (FBQ, Sal wood screws. Note 7 on Drisiving FLEX20100. .... ...... .,,, ., 0 , 1707,4A, 2W FBC-Bu!Wkq, Section 1714,5.4 and the 2004 FEIC-Residentialir (H) Any deviation leas then the Minimum requirements 9 #10F t q, IN or Ta in Screw with a . _.j�_ti --..-..---- . '. 1. , "' - * SlactionR613.6_ Recommendations regarding flashing, sealing, sealantsor Other stated Must be approved by the manufacturer or minimum embeftent of I-W lrrtc,;��trucwral joint sealant prtictioll does riot constitute a warranty either el,pressed or imphed. engineered by 'other' Design Professional In the Building code Two By Suck or Framing'. See Note (K) on D Ing No. FLEX28110 - - -1 accordance with applicable and Sheet 2 and Note 8 on Drawing FLEX20100. rr" ProductApproval. Sheet I of 2 . I _ 1. ... ... 1".. _... -...-- - _1_____.___...__1_. ____11____.__ ... ----.-.---, ___.1__.__ FASTENER lNffMLATWN INSTRUCTIONS - REU7110 313LAV DIUL CONCRETE SCREW WITH NON-97RUCTURAL ONE BY WOOD SUCK: (1) Where window is Installed In an opening with a non-stnucrural one by wood buck for the head and �ambs and masonry or concrete sill, installation is as follows; - At the head and jambs, use a 3/16'ifiamneter concrete screw of suffident length to achieve minimum embedment of 1-1/4"iro masonry or concrete- See ., Parts Use an Sheet I of this drawing for concrete screw size, embedment and load requirements. See FLEX20100, Note 7 for additional aricnatia screw requirements. # At the sill, apply a Structural Actieiiive Sealant for the full length ofthe Sill meeting the requirements of Note 2,bJ on FLEX20100. (3) Cor,crete Screw installation fasteners shall be spaced as Follows (see Elevation Vlew an Sheet 1), - series 1000 & ZWO head & jamb% 1 1) 5" max from each comer with remaining quantity OF fasteners evenly spaced between the comer fasteners, ii) See Corcreto screw, Installation Chii,i-t at left for 0antidim of fasteners to be placed in head and jambi -/2\ ill) MaximumDeiiNn Pressure for thisiristallaltar, s,70psf. w) Tolerance is +/- I'. This tolerance is applicable to the evenly 5paced distance. ) Comer dIstanal measured from tip of frame. Al Vv I) For wir,dowis greater then W wide; all I .heights and windows less than or equal to 12� high; all widths, siae exceptional In the RN*W section of the Concrete Screw Installation Chart at left. #30 WOOD SCREW WITH STRUCTIMAL TWO BY WOOD BUCK (see Section A -A, Afternate on Sheet 1. Similar for SoMir E-0): (K) Where window Is installed In an opening with a structural 1wild by wood buck for Me head and Jamb$ and a masonry or concrete sill, Irwtalladon Is as follows: - At the head and Iambs, use #10 wood screws Of sufficient length to achieve 1-31ir Min, embadmord Into ma two by wood buck. Ses, "Parts, Ligr ori Sheet I of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw requirements. - At the sill, apply a Struciura: Adhesive Sealant for Me fill! length Of the Sill meeting the requirements of Note 2,b3 on FLE)Q0100, '<raw insta - 1'. W #10 Wood .11aftill fasteners shall be spaced as follows for all window sl;= (ses ifievolbri view on Sheet 1). Tolerance is �� This tolerance Is applicable to the evenly spaced distance, Comer distance measured from Up of frame, - Series 1000 & 2000 - hei i) to 45 pst 5" max from CO,TW a 17' ..c. max. 11) 46 to 60 PM 5" max from comer & 16' o.c. Max Zh ill) 61 oi 70 psf. 5" max from comer & 15' o.c. max - SerIeSl00Q&20DU-)ai I) to,15 plifi. 5" max from co.vw & I'l, c�. max. .. 11) 46 to 60 pilli! 5- max Firm comer& IG' o.c. in ZL 111) 6t to 70 Psf,, 5� max from comer & 8� o.c. max. (M) Wood screws shall not be used to fasten assemblY into the end grain of wood DESIGN PRESSURE RATING & FSC CODE C014PUANCE (N) If exact Window s4ze ts not listed in fastener installation chart for concrete screw installations, use fastener quantity listed far next larger size Z� (0) Installations depicted in these mmuctions acceptable far desig n pressures to 70 PSF for the window sizes shown in the Chart Design Pressures (D.P.) am positive and negative. Overall win" assembly design pressure may be less than 70 PSF if governed by the glaring arid! sivill be determined in accordance with Note 13 of FLEX20100. (P) Prooticton Glazing May differ from Mat tested as allowed by ANSI/AAMAINWWDA JOIJI.S, 2, 10111.5. ZINAFS a, AAMA`WUNAjCSA 101/I.S. 2/A440 and applicable Building code. See Note 12 and L3 an Drawing rUD(20100 for further detail- (Q) Two by wood buck and/or framing at the need and lambs to be securely fastened to transfer the load to the Masonry, concrete or other structural substrate per the FBC and the ergineer of record's details as appllcaNe, (R) See FLE(20100, Not2s 10 to 15 for additional FBC Coce Compliance. A2 ________,_ . � ,� - W � -1 I � ,- � E t - 13 . , P T t � f q A 'r� 2 � � T I A 5 8 § -3 1,-7 , � 41 - I � K � - I � . I ___ _,__._______ FASTENER ][INSTALLATION INSTRUCT110"S - FLV=I.XC DEMON PRESSURE RATING & FBC CMECO14 3/ IS- DIX CONCRETE SCREW WIT" NON-STRUCTURAL ONE BY WOW BUCK AND CONCRETE 61111ILD-DOWN: (R) Installations depicted In these (1) Where window is Installed irk an opening with a noirso-woUal we by wood buck for tbe head, sit and larribs, use a 311V' instructions acceptable for design pressures diameter concrete screw of s,,Iffaent length to achieve minimum embedment of 1-114� into masonry of concrete. See "Pads Use' to 70 PSF Design Pressures (D.P.) are on Sheet I of MIs drawing for wriciretv screw site, embedment and bad requIrernerlts, See FLM0100, Note 7 fix additional positive ano negative. Overall window Concrete screw requirements, assembly design pressure may be less than (3) Fastener spacing shall be Per Note, (N), (P) and (Q) below, that shown In Me fastener quantity table I and she be determined in accordance o(db #10 WOOD SCREW WITH STRUCTURAL TWO BY WOW SUCK AND CONCRETE BUILD -DOWN. USED WHEN TWO BY Note 131of FLEX20100, BUCK EMPLOYED IN LIEU OF ONE BY BUCK (THIS CONFIGURATION NOT SHOWN): (5) Production Glazing may differ from that tested as allowed by ANS1/AAM0il`NWV1QA (K) Where window is Installed in an opening wlth a structural two by wood buck for the, headi sill and lambs, use #10 wood screws of 10111S, 2, 101JI.S. 2/NAFS or suffident kingth to achievii, 1-3/8" min. embedment Into the two try wood buck, See ?arts Ust" orl Shear I of this drawing for AAMAMDMAICSA L011I.S. 2/A440 arid wood screw size and embedment See FLEX20100, Note 8 for additional wood screw requirements. applicable Building Code. Sea Note 12 and (L) Wood screws "; riot be used W fasten asserriNy Into the erk! grain of wood 13 an Drawing FLEX 20100 for Father (101) Fastener spacing shall be per Notes (0), (P) and (Q) below. details (T) Concrete Header at head and/or two by FASTENER SPACDiG (See Elevation Views an this Sheet)i wood buck arWor framing at the head, sill and iambs to be securely fastened to (N) concrete screw Spacing Shall be as 1501101M: bransfier the load In the masonry, concrete : $'maximum from each comer of head, sill or jambs, or other structural substrate per tire FBC everitylsoilloed between comer anchors M riot exceeding 15"o.c. spacing in head, sillorjambsofiquartancirde, quarter-dirde and Me engineer of records details as arch and half -fan configurations, or applicable. o evenly spaced between comer anchors bit hot exceeding 18v d.c. spacing in head, sill, or jambs or all other configurations not (U) See FLIM0100, Notes 10 to Is for mentioned above, and additional FBC Code Compliance, - tolerance is +/- I", and this tolerance is apPluble to the evenly spaced! distance, : Corner (balance measured from tip of frame ,�L (0) #10 wood screiii spacing shall be as follows: S' maximum from each corner of head, sill or lambs, : evenly spaced between comer anchors bit not exceeding 12" o.c. spacing In head, sil I or jamb5 for the following configurations, 0 eyebrow a half -circle arch 0 half -eyebrow Q octagon 0 fi 0 pentold 0 fuji-circle 0 half -circle gle a triarx 0 trapezoid . 0 oval evenly spaced between comer anchors but not exceeding 9' o.c, spacing in head, sill or lambs for the following configurations, 0 quanw-arclo a quarter -circle arch 0 half -tan - tolerance is t1- I", and . this tolifienoe is applicable to the evenly spaced distarim A2 (P) ; Comer distance measured from to of frame. pal in Note (N) and (0) above based on the use of either a concrete screw or #10 WOW screw as required for securing the window frame into the subarrata as forkwis (sea I Illustration this shtlelt)� -An : Concrete screw Into concrete or masonry using a non ictural One By Wood Buck. #10 wood screw Into a Two By Wood Buck structurally attadred to compete or masorry substrate. (Q) If configuration requires combination OF concrete screw and # 10 wood Screw in dither a head, sirl or jarnio, the lower of the maximum spacings above shall be used- CONCRETE SCREW INSTALLATION CHART I I �TOTIP � 8UcK WE I-D 1Av_ TOMPSF TO 70 Per �melz K Ift, I 4 �41_ �-E_ I 11 - --T.- - i . 1-1, �__ __ ', , . Vlii,,� 'is 1 .,a l,si,4 F? ,M.F, Fa . 7- - 4 3 3 i 4, "' �` I - i-1,111,11,!v- 1 - """"" I 1 1. __ _r.�;Visiz_ , 4 4 - .1__.1._,f__. _. 4 . 1114 1 F4 �wn 1,11.1a.71 - 4 5 I- I 1� .- � 1_..$TT*;1W1 1 U 1..� - 1. � 11 tyig� - - 4 '74' - __ - __ __ G67� I7 , 7. ;,�_, � - - , , , a. =1 � ��17---4-- I ____1__, I (r- 1� . 2 - a! .� 31: I r A t Z,R .3 c, ci, '� is 8 . - 91 g - :� j � A c N 94 § f -.*3�,g I!: -0 V 2 I � E i a: � Ig 2 �26 15 'i 2 - W3, 4 1 "�X.a pr.-4 'Imm., ....... � .... 641'.5ij 37 W - Qi`N will - 'i `1 , __._1__,F 3 � 3 _ � _ - - 6� �'. V, 7-.Tl- _ __ , �;iiiT 1 1. ____`F.M_ __ __,�Olf__ - _-A _� _1i___ -1 __ � __ __,7 ; "I 'i u I- rm, Tlx?1 . 5 � ----7q- � M", 1�11 I , �_') - ____ 13171 - 73,`25 ----- tr__ 5 I 11 �T__ " I - 5__ �� _,�, � " 'M - It', � " - �74*2Yi. " I- -7 'F . �" -1 � _.,.S__ , , __ 1�0 sd 73.55 19 _ '_ _,M�T 1 � 1-1 _. - __ 4� I � I __ 5,_",_ '� 3 - 3 __ --,T--,- I ,__ __ �_ _, _,. , � is Z 2 S I I I � I -ii '33 " , ` I I - g I 2 i -. 1 r, I III i 1 12 lZ,ill � , f- " s., - ___6iT - s � M76- 0�_�`!; a 2 - ii:T____ . , ...�s ___iH;T___ , I ea.37," .- - � 6 s � 3 I - __ __ � ..50� - IVIMV4 - - BU`9.8 ' -Itf,68 iA - - 6 - - 6 ___ __ � --- - 4 - 1- �12 __ .ill_ --- ii - - i ( " M�� I _ `0111 __ � li&k- - __ �!`- - __ - - __ - -- "� _------'__- 6- a A 'k 11- �� F0 It 1 1 I i ��.v L_ -1`s_�A ".�� fil.17-.111k- s I � i __ ! 4.L Ll� "s", ii a �Q,. - I , , : I ; � - 11 � 1 106xl� I '. , I i0i7i - 107,,11 6mote-MF 6- -, - 1,'Zierils, 21- 1.1; Pole! 115/07 Scale, NTS D- &r. PJA Checked or. Im . � ic.Zii l, - -iliGif'- ,0,�� - � - , 13�f __ --- - !_;�� . ;_gj, , i- 1 0i �, �_ -��-.Vi V5i __ I - . . ____ ____ iij_p�� 3f- i-I - i 2N12 ilit,11 7(21 ! (� i a 1i - � Ll R11 ,� 1 �;24_�31 1 �, - - - I (� 1i ' I- ill I ,?r,.Zi - __7_�'� �f- 1 &2l - F 1-11- 7tr �(&' - I - l� I., rr. 1,1 r, 10,9l'-.- 1-1110 r - W� " �, . ..".611-1--r- �", _=P1111`r�'.� i�M_P�__,.C,_Ir X) ,_C. 8'lpt.v,i�.�trr" ,�,, ril" __l_.i==M11 _"`_"_ W, ft V,no,� - mlin,` - " P'1�5�wl� Drawing No. FLW7110 Sheet 2 of 2 - Frame Width E",Fy %v;l ___- Firitilin . - ---------- 5' M., _ (TYP.) 'i - F -1 HEAD -1 Frame Height 114"'y I 111. 5' Mo. F..t-.. ,JAMB -1 (IT) -, mp ) 1 - - 511.1, I I _."� - - - ,__L I --T------ ----------- ---- - r� ---- �__ �_ 511-yMp.).- � I- Ewrily - - sp.c.d po.t (TYPI) EXTERIOR ELDLAIION FASTENER SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE EXAMPLE: HEAD (CURVED PORTION) SECURED TO CONCRETE HEADER, JAMeS OR SILL SECURED TO CMU AND CAST -SILL RESPECTVELY WITH ONE BY BUCK uSE 3/16" DIA, CONCRETE SCREWS AT 15" O.C. SPACING BETWEEN ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS. - or - HEAD (CURVED PCRTION), JAMBS OR SILL SECURED TO T DER, JAMBS OR SILL) USE #10 WOOD SCREWS AT 12" O.C. SPACING SPACED 5" MAXIMUM FROM CORNERS, (NOTE: 12" SPACING FOR EXAMPLE EYEBROW APPLICATION. OTHER APPLICATIONS MAY REQUIRE 9" SPACING PER NOTE (0)) 4 ;� 04 � '9 21 . V - R I liii4l � T � � A � i 6 , I; r. 11181 �i -W .. I? I � D M da§2 I ,a 12 2sig Z 49-g-u 9 .;Z -8 cli ; ,, t S L� Z � g ,9 �- T 10.900 . it A c, B I I 10 I I I I 9 � . - A 0 . PM 119107 r Scale: NT , I 0- llr� RIA ChedwillbrOk Drawing No. FLEX28110 Sheet 2 of 2 FASTENER IFISTAILLATION INSTRUC1170NIS - IFILEX27120 #8 WOOD SCREwrr (K) #8 Wood Screw must be of sufficient length to achieve minimum embedment of I" into the two try wood frarning. (L) Spacing of wood screws shall be, . 4-11T' max. from each corner of the head, Sill and Iambs, and . evenly spaced between corral, fasteners but not exceeding 18" o.c. spacirg for the head, silland jarnbs as shown in Elevation View on Sheet I of this drawing, . Toblaince Is +/- 11. This tolerance is applicable to the Evenly spaced Oistance. Z-2L 4 Comer distance measured from frarrWilbuck width or height dimensoln cif frame, (M) Wood screws shall not be used to fasten assembly Into end grailn of wood. NAILS. (N) Nails shall meet the libifowing reViremerits; . 01 13" diameter or greater, 0 suftent length to achieve minimum embedment of 1 7/8" into the two by wood framing (generally, nail 2 3/8' tenglith or greater shall meet this requirernerlit), and . helical (screw) or annular (ring) shank style only. (0) Manufacturer's nails meeting these requirements are (but not limited to) the following: . Paslocle, deformed st" nail, No. 404947, 404537, 650111 and 650148. . DurorFast deformed shank nail No. 325. (P) Spacing of nailis shall be: . 4-112" max. from each corner of the head, Sil and jambs, and . everhy spaced between comer fasteners and riot exceeding D.C. spacing for the head, sill and jambs as showri In Elevation View on Sheet I of this drawing. : Tolerance is +I- 1', This tolerance Is applicable to the eye" spaced distance. ZL Corner distance Measured from frame/buck width or height dimension of firairiv. (Q) Nails shall not he used to fasten assembly irrio end grain of wood. DOSIGIN PIRMURE RAT11116 A FSC CODE COMPLMNCE Lj C iiii, � i (IR) Installations depicted In these instructions acceptable for design pressures to 70 PSF With fastener spacing �. ,- i iz., D g shown the Eevation View on Sheet I of this drawing for the follomfing window sizes: . , � ,� -3rij �5 - to 52 1/8" x 95 �� d - to 63' x 80" � � = j . to 71' x 71" - to 73' x n' 1 1 � F , .R 8 1c: i . to $31 x 55 1/41 -13 . 8 , , ; VIA i # to 95' x 49 5IS" 01 j � I - to 119" x 37 3/8' r, Desigin Pressures (D,P.) are positive and negaCve, Overall window assembly design pressure may be less � � I I than 70 PSIF and shall be determined in accordenoe with Note 13 of FLEX20100, III. - (S) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWE)A 10.VLS, 2, 101/7�S. 2MAFS or AAMAj`WDMA/CSA IOIJI.S, 2IA440 and applicable Building Code, See Note 12 and 13 on Drawing . .0 ILL .ill FLEX 20100 for further details. E � �-: (T) Structural two by wood buck and/or taming at the head,sill and jambs to be Securely fastened to transfer I I g J: ., the load to the wood structural subst,41te per the F8C and the engineer of record's details as applicable. See FILEX20100, Notes 10 to 15 for FBC Code Compliance. lid § _. _t5 � , § (U) addkional - ! f F.9 15 a �1 � �4 ;,@ I. A -N -�L a iI; t 5 -B I 11 1 3: = � � 'I Z� -1 - L3 Date: 119/07 � Scale; FITS Drawn Fly: M Checked By: JH Drawing No. FLEX27120 Sheet 2 of 2 1. Min, ,,, , r) -- E , drip t , Seal, Behind Fin <W,rcl -.,-� (Note 2.o & 2.cJI) / Build Down Shim As Req'd Sheathirij; By, Others (Note 1.1b) 14 - - Shl"4' Sl�'-.. /--(�e , , tic T 0 %OF,aming I - By at 's X, (Note 4.1a and T) _�� . Frame Width 9- - __ -I------ Buck Width ______.__ M � I A ir , i -1� � 9- -----_ - ... I I - ::::�N - th 1. By Dtiners, -__ I SealeBehind Fin (�)_ 4Z/-<Not_ 2A L 2c.11) b 'T �, i I I aD --,,� , F - S im As , . L Z A I /i ,a i " � �/Z-��-� rl, 1 2 Jig I � _T�.5z / Frome m I -I 'IN (Note 1.b) , E " , M Ill & Buck , I , . I' Min, Embedment , , Heignt .0 , ,i, B \ * 11 / I _L_ I - - --- T�Ihlm ( Wood Screw) ` B C R � � .2 -i � � I Ex-�erlot Finish -/ I lz ,i`,a.. - - ,--- Space Y, _mxrwrv;j I '- Sheat,thing � U. AV, 1! 1�========9 "I '*,\ By Others - - 1 9 � "p, "",Y.",10-,t.,"t�,,,.-.r-,g,s eat - y � .S: .� 2 A - I 9 l; A � ,6 2 1 c It , i Exterior Finish C . �: 9 Bu ck -01 a- By Others Frame Width L .6 § 8 EXTERIQR ZLEYATION §;j 7$ - W ?I I Height (B,K) . - Perimeter Seat Buck Width - BY Others g, , i i IF I i ---- Frome Perimeter (FLW, L R.WI) ',Note 2a & 2.c.0 �i 83; .169 Height __ Se t 2 (F,H.', By others <Note 2.. Shim As [ I DISCLATMER; The purpos, of this installanorlikawinIg is to present I I 0 j N the rualnufacturees reLommerdizitions for andiciage [i,e,, wood In E f . Z7 i & 2.C.11) Re ' -7 'ead screws, tapping screws and nails] to aclikive the design pressure -9 I � if � I (Natal, . , - . I .,. specified on the fenestration product as required by the 2D01 Flonds o z a �b) I GENERAL NOTES Building Code (FOC), Section 1707-4.4, �C04 ISC-Building, Section . i I i (1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2, Milestone Sedes is , 1714.5�4 and Me 2004 FSo-Rasidendal, section R613,& - I a Recommendations regarding flashing, sealing, sealants or other joint 9 g _L_ - - -C (A) 1000 Designer Fixed Aluminum Window shown. Also malbable to Series 2000 Designer Fixed Xurninumn sealant practices does riot constitute a warranty either expressed or 8 1 implied, Z 8 Max. Windows. � � I 1/4' r terlur Finish ii; thers ,1�1� Shim Space (B)Orawingappicable to Nom4mpact Resistant9ilized windows. i i ? I , (0) Production Glazing may differ from that tested (is allowed by ANSI/AAMA?NWWDA 10i/I.S. 2, 101tLS. 2/NAFS of AAMAJWDMAtCSA 11 . z I __1Z (D�) 101114 ZIA440 end applicable Sirikling Code. See Note 12 and 13 on I __1 - - - 5 _1_� \_ By Oth ... Drawing FLEX 20100 for further details. (D) For Fastener Spacing 9" Notes (L) and (P) on Sheet 2 of this -7 F A" me A olL I (Nuit. 4,b andl T) drawing. . Min, SHEATHING ---------- BY13THERS \- Seal Behind Fin (E) Wood screw arid nail withdrawal values, used to generate Me Centerflne of - Fastener . 2 1, (Note 2,a & 2.c.11) Min, fastening requirements am based on Sprace-Pirli with a Specific Gravity of 0,50, See Note (H) regarding deviations, ____ - I I 08M, 1/9107 e " __�_ Emb oment (F) Wood or tapping screw edge distance measured frnm edge of seelft NIS (WoodiScrew) WOW to centerline of wood or tapping screw must meet or exceed 1'. I Drawn Or. R)A SECTION A -A Mirrimaim size and embedment per Parts List See Note (H) regarding Chedrad By: 3H I .1 PARTS LIST deviations. (G) Nall edge distance measured From edge of wood to centi of Robert). Amor"o, PA, I R. Udansa No. 49752 1 Head - FinFranne nail must meet or exceed 19,16r or 5 times Shank Diameter, whichever , 2 Sill - Fin Frame 3 5aft - Fin Frame - is larger Minimum size and embedment per Parts List, See Note (H) regarding deviations. .1 3wjrs - I e***- ,% FTI 7 \ 4 Z�Used 5 Not Used 6 Glwl2g Bead - Rigid Vinyl (H) Any deviation less then the minimum requirements stated must be riginsered by 'other' Design approved by the manufacturer ore' Professional In accordance with the applicable Building Cbde ard! I - 11 m -, , " 1 , %P"G4`1IlI�!s'%1 . 1 -e-1-r, . 7 l$!"i - See Note (8) and (C) 8 #8 Pan Head Wood or Tapp�qg Screw with a minimum embedment of I" into the alrutolivral wood suibstrate. See Note (K) on Shoot 2 and Detail A on this Product App-al. (1) All Said supplied Wes in the frame (if required) will be 3116"n dernew for #8 wood screws or the she* diameter of the nail to Me bit ----,- * Wood SCrew or, Noll HeqiJ must be ., i q in full contact with Attachment Fin, ........... !,.- .1 drawing and Note 4.b & 8 an Drawing FLE=1 DO, rourklod up next standard desoldlon drill size. Centerline of fastener shall be " .,x�l 9 Round Head Deformed Shank Nail withminimum 0.113"diameter(11 GA)snc (J) Wood Screws add Nails SHALLMT be mixed to fasten the same - approximately 9/32" from edge of -.7-1-0.0� minimum embedment of 1-7ia' into the otructwiral wood rillostrate. See Note (N) on assembly. Attachment Fin. - Sheet 2 and Detail A on this drawing and Notes 4.b & 9 on Onswing FLEX201 00, DETAIL A Drawing No. FLEX28120 I E! I Sheet I of 2 1 - __ FAMNER IMTA"TI(M INSTRUMONS - FIL02A120 #8 WOOD SCREVIIS: (K) #8 Wood So" must be of sufffident length to achieve minimum embedment of I' fto the two by wood franning or the build -down framing component ng as : - 4-1/2" maximum from each comer of head, sill or jambill, - evenly spaced between comer Neteners but nut exceeding IW o.c. spacing in head, sill or iambs for the following configurations at design pressures to 70 PSF, 0 eyebrow G half-cirde arch 0 half -eyebrow 0 octagon 0 fan 0 pentold 0 full -circle 0 half-drcle 0 triangle a trapezoid 0 oval - evenly spaced between comer fasteners but not exceeding 15' o.c. spacing in head, sill or)ambs for the ficilowing configurations at design pressures to 70 PSIF, 0 quarter-cincle 0 quarter -circle arch 0 half -lien - tolerance is +I- 1', and - this toleram,ce is applicable to the evenly spaced distance. zt . Corner distance measured from Frame/buck width, or height digivension of frame. (141) Wood screws shall not be used to fasten assembly into end grain of wood, NAILS. (N) Nails shall meet the following requirements: * 0.1,13" diameter orgreater, - sufficient lengthl to achieve minimum embiximent of 1 7/81' !ntothe two by wood or build -down framing (generally, nail 2 3/8' length or greater shall meet this requirement), and - helical (screw) or annular (ring) shank style only. (0) Manufacturer's nalls meeting these requirements are (but not limited to) the following: :Paslode deformed shank nail, No. 404947, 404537, 6$0111 and 650148. Duro-Fast deformed shank nail No. 325. (P) Spacing of nails shall be; . 4-1/2' maximum firom each comer of the head, sill and jambs, - evenly spaced between corner fasteners but not exceeding the o.c. spacing in head, sill and lambs for the following configurations at design pressures 46 to 70 PSF, o eyebrow 5"o.c. spacing a haff-eyebrow 51 O.C. spacing a fan 6" o.c. spacing o half-Iiiin 4" o.q. spacing o full-cirde 7* o.c. spacing o half-cimle 6" o.c. spacing o half-orcle arch 6"O.C. spacing 0 quarter-arde 4' O.C. spacing o quarter-drcle arch 4" o.c, spacing 0 oval 12" o'c' spacing a octagon 7' o.c. Spacing a peril 511 ". spacing o triangle 5" o.c. spacing o trapezoid 5" D.C. spacling (P) Spacing of nails shall be (continued): - evenly spaced between comer fasteners but not exceeding the o.c. sparing in head, sill and lambs for the fuAlowing Configurations at design pressures to 45 PSF, o eyebrow 9' o.c. spacing o half -eyebrow 9' O,C. spacing o fan 9" oic, spacing I . a full -circle 11" o.c. spacing 0 half-ceicle 91 D.C. spacing a half-drde arcin 91 o.c. spacing 0, quarter-cir-cle 7" o.c. spacing a quarter -circle arch 7 O.C. Wearily 0 oval 17" o.c. spacing o octagon 11" o.c. spacing o pentold 9" ox� spacing a triangle 9' Q.C, Spacing o trapezoid 9'o.c. spacing - tolerance is +I- I", and :this tolerance is appficabietp the evently, spaced distance. ZL Corner distance measured from firairrielbuck Width or height dimenteon of friarne. (Q) Nails shall not be used to fasten asgembly into end grain of wood. DESIGN PRESSURE RATING & FBC CODE COMPILLANCE (R) Installations depicted in these instructions acceptable for design pressures to 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 dftr from that tested as allowed DyANSIjAAMA/NWWDA 10111.5. 2, 10111.5. 2jNAFS or AAMAjWDKAi 10I/I.S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. (T) Struictural two by wood and/or framing at the head, sill and jambs to be securely fastened to transfer the bad to the wood Structural Substrate per the FBC and the engineer of records details as applicable. (U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. F-mc Width I Buck Width -I E-nly Spccad � A-h- � \ �_ __� - HEAD /_1 I __ Fro me Height Buck Height e d 1-1/2 - 's " -,,,, ail, (Ty,� � I fe SILL i j � , - -------- ,.,,, - - 1 �� I ,-1/2. -1 va . (T�'e� ��rty 1 Spaced , Arichcr� cryp.) E -) � I E IF1 � LRL E L -�,A! M1 ANCHOR SPACING ILLUSTRATION EYE -BROW ARCH DESIGNER WINDOW - . U C . i� - ,"� - 1 . - a- IL 6 § t 1 � R P- �A- ik 12 �9 . q8 � �' j mli . V " � h x � A Q I . Z 5 ir If _11 § E 9 � ;! 2- "2 1: OO -d g §j �s 3: § -�', 3 � � ti t� - - . 8 ; it `4 F � gfl §W- A 1 i tj t! R I � 2 t � S X i� Z I Delta: 119/07 Scai.: FITS WaWn 5)r RJA checked Br,,'H � Drawing No. FLEX28120 Sheet 2 of 2 a In M 0 1i "t a ENGINEERING, ILILC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 1 CD CD Ln 2 ,u Z t.- -n CD 1 4 r-i ii U-1 V, In -4 ;?: 6 1-1 d, Mo C3 > i a %.D < in to v M I Z CL ILLI rn N A�\ X Ce 00 < 0 00 I.- LL i Y-7 Z X 'm cl� M,q I < CIL CID � Z E Z LLI M LU 3: F- _j , LU Z C:) C) mi %D F_ F- LU () LU =) = C) V) I 0 < W > CL Uj 0 v) LY_ EL -*4. CL Ica < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. 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 I VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH "WD 1,92 0') Ir- * (D Z 0 _j Z) M cr� Ir- C) N I C\j LO I C) co T_ LO V_ 11, I , I - - - ____FI - ___ - __ __ I I I I I - A-1 i l�, I I ;I Ill I till. - 0, It I'lliaLki luMidiLli-juiIiiii Al Mulki-111-i �P.l 014i . I I I I I I I I I I A I 11 - ---- T_F___T_ . , . - 0 77 - C6 .0 a =3 N _0 :9 11- CID 9 4 ,;-: f- cm) 100L P W /DLSIGNER 711-L (T'iP�) / . TAPPING SMS - I X 2 X 1/8 TUBE MULLION T:: �174LANT OFTWEEN �.TNDOI./ FLANGES - & MULLION %ALANT FETIwEU4-J J "flS X '3,'11 SEL.7 vi,iDQw F-LANCES \ t MULLION - 1000 �;J4, HEAL 4TYP,) SEALANT BETWEEN �__ "I[Nnn"W FLANGES S'-C-IION A -A (1) t MULLION \ \ �--1000 P.W,,DCSIGNER I \ i SILL (TYP.) I L \ \ : TAPPING SMS I x 2 7,1,; x 1/8 - , I ___-q \ I 'O TUBE MULLICN \ F // \/ / 11 SZAI-ANT BETWEEN � ___ \ L __ - ____ WINDOW FLANGES- ______.f" I & MULILION 1000 F.W./DESIGNER AUXILIAP'v PiAT SILL C-YP,) (,OR ADOITIOt4AL ANC-QRS, �114CN RCOULR�U) 0 1 - � /� 48 i DETAIL i / . TAPPING SMS I , - - ll 11, , '7r) i 1 , 0 . I 11 I �- X X /� I - - - - 7-- -, � I/ TUBE MULLION -, " i I- "ULL ION _/ r a I I � (D � . \__ I 0010 S.H TAPPING SMS NEAD IT YP.) SECTION A -A JL r- 1900 PW ' �DESIGNEP I I SILL (7YP) I , ,- 98 X 3/4 SELF I i / TAPPING SMS ; / �1 X 3Y8 i - I ____1 /-- I X 2 7 /I - k C-1 TUBE MULLION r ffvF__ � I / T I f I SIAI-ANT / / / BETWEEN -.( WINDOW ri,Ap4oc \ I 4" & MULLION \ � '\ �---#O X 3/4 SE' F I ,_ Ila X 3/4 SELF - ,Do, S H TAPPI140 SMS \_ :000 S.H. TAPPING SMS HEAD ',TYP.) HEAD ,TYP,) 'SEALANT �,ZTWEEN u- 4;4j -A ' " SECTION A. �,+ _f-0 'WINDOW FLANGES & MULLION � F-1000 P'.//DFSIGNFR SEALANT DE7WEE:N - 1000 P W,,'DESIGNER ,W_ND SILL (-YP) I O'-� FLANGES SILL (TYP.) I I, MULLION 7 / \ T I] / � / TAPPING SMS \ I ,-,v-F---,,-v�, i y 4 X 1/9 I //,- TUBE MULLION � 1L__ .WQf'tjF_--_I,C_9__� 1 _____ __I / TUBE ML:_LION -08 X 3/4 S7�L,F \ '-1000 &H- TAPPING SMS HEAD ,TYP.j Sb-1 ION A- A C-5) - \ - 48 K 3/4 SELF \__ 10"I S.H. TAPPING SMS HEAD (7YP ) ' SECTiON A7A�6) TWO BY WOOD ____- APPLIES TO HEAD & SILL WHERE I ' X 4" & 2" X 4" TUBE MULLIONS ARE USED I � I - SHEATHING I i 11 I /,/ I I- IDN ANCHOR OE WOOD .�_,,,- INSTALLAI. SCRE�W (_V �_ 5 P.) I EXTERNAL MULLION L--------, INSTALLATION CI IP I I \--- MULLIION 1000 P,1W,jDESIGNCR ' �,j SILL ( T YP-) I I - - I I ----- I I ' I __�\ /-#8 X 3/4 SEL F I 12LInil. C-�, / 1APPIN5 SIMS H7 I A /-&-:a" �,,� I 11 I I � / TUBE MIJLL113N - � - - I/ -1 .- ------- - � i I I 11 -I ,.,-,---" .. . I . L1 1/8, MIN __j EMBE DMENT LL.EVATFQ A - - . VIEWED FROM EXTERIOR - - I. - .- I DETAIL P APPLIES TO Hf�O & SILL WHERE 1" X 2" - -,-,--- , - 7/1 G' TUBE 11 For olk.,ri�li, � '" X 4 MULLIONS ARE USED �"_17 Pro.. .Z. " H.,;zo,,kol "I;p " SK-FIC - , , \ I� �01 witoble. -.------I-- _�� 11 : - it i's .c-ptobl. fR I 'TA'_LATlUN .NC �M TAPPING SMS ID uze -._ IN'S , _' I Is Vaju ww" -iuo s-H, SEQTI N A -A (7) oso s'so!o'o _t; 0 i � c) i P" v 11_,_fP,) HEAD CIYP.', Uetq,I U. . HORTZ CLIP .. _ - ftyric A. Block, P E. 54a R H-, 27 1/6, HIN. Cle-ont, 'F� 34711 1 1 I- OOEDMENT FL bce,ise No. 52583 , . . - S 254G JEWE17 LANE FLORIDA EXTRUDER ,SANFORD, FLORIDA INTERNATIONAL. INC, ----'--'------' - _ . TITLE� SFR, 1000/1500 r - - uk, . . � i- I ,,, � �4), �, 17, HURIZONTAL. MULLIDN SECTIONS I I � SEE OTHER SIDE (SHEET 2 DF 2) FOP, II _. 52D��,� �' APACITIES' k r� � W - _. � , 'Q �:"�)`,, .�, . �� - , ,,� I � DRAWN BY:MSH I APPROVED BY! WAB i "' - c 0__-,.,_t-��-�� -- [67AM,6LI_V/04 1SCALE:NTS JDVG� if:�I�TFF__j - _ SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW . - CA � ACITY P'AC TY CAPACITY CAPACITY I CAPACiTY CAPACITY 1 CAPACITY CAPACITY CAPACITY WINDOW UN41WTT','�A . X2X 1/8 2X3/8 I X2X3/8 IX2 7/16XI/8 IX2 7/16XI/8IX2 7/16X3/8�X2 7/16X3/B I X4X 1/8 I CAPACITY I CAPACITY 1 x4x3/8 CAPACITY 1 ��AP�i�TT_Y CALL. RUCK �i ITUBE MULL - , � TUBE MULL. TUBE MULL TUBE MULL I TUBE MULL TUBE MULL TUBE MULL 1 TUBE MULL TUBE MULL TUBE MULL !TUBE MULL TUBE MULL L TUBE MU TUBE MULL 517E SIZE . 2 ANCHORS � 4 ANCHORS 2 ANCHORS 4 ANCHORS 1 2 ANCHORS 2 ANCHORS I 4 ANCHORS 6 ANCHORS 1 4 ANCHORS 6 ANCHORS 3 �71111 6 'NOLHOI 6 ANCHORS - I SECT A _, j)_ ___ , _,:�Ak( - - 2) I SECT- A-A(2)1 $ECT. A-A(3)! SECT, A-A(3) SECT. A-A(4)1 SECT. A-A(4) SECT. A-A(S) _S�!j�._�,:_,��!J, _ , - --,-- ,A7AL I I I - SECT. A-A(5� 1 SECT. A-A�G� "" SECT. A-A� 5 _ " , _ SECT, A -A , A , " _ (7) �__ _ ------- 12+HC - ___ 18 1/8 X 34 9/161 428.17 856,35 428.17 856.35 1 . 428,17 I 856.35 428.17 I j 856.35 a56.35 " - 1 �54,53 i . 856.3.5 _ 1284.53 __ _ 1 1284,53 1 3+H -_ 18 I 13 X 46 15/16 324.21 . 648,43 324.21 - . 648.43 1 . . -_ 324.21 I 648,43 324-21 648.43 , 648.43 972�65 I I 648.43 972.65 �_ I 972 65 ____ _ 14+HC 18 1/8 X 59 3/16 261.39 - 1,522.79 261,39 1 ,522.79 1 261-39 I 522.79 261.39 1 522.79 1 522.79 __ 1784.18 -_ . .-I.-.---- 1 522.79 - - 784 18 . I - �784*,618 -----.-- 145+HC 18 1/8 X 64 i,�/16 240.03 2tB.60 I i � 480.07 - . 1437.20 240.03 _. __ _ 21 8�60 480.07 1 240.03 1 480.07 240�03 i 480�07 F_,;�Bo.07 720,14, - . I f 48Q�07 � 720.11 I - 1 720.11 __ 1 655,81 15+HC ,--I 18 1/8 X 71 9/16 ::j3:7 � 2 =0 2 I 8.60 � 1 437.20 2i8L60 . 437..20.. i 437.?O 655.81 _ 1 437.20 655.81 __.- 16+H-1 - - .- _____ ___ 18 1/8 X 80 9/16 195-34 - 390.69 1 195.34 390.69 1 .1_____ 195.34 . - .. . 1 390�69 - - - I 195.34 ____ 1 390.69 390.69 586 04 , _ I I 390.69 I t 586,04 ----T------ - 1 586.04 17+4C iE i,/8 x 9 I 9/i6 17I.07 342.15 1 171�07 I 3 4 2. 1 5 . i7i.07 1 342,15 I 171,10-1 I 342.15 � 342.15 � 51 3,23 I 342-15 513.2-1 ��_._ 51�.23 ___ 1H2+HC __ - - ____ 25 1/2 X 38 114 - 2 63.27 526.54 . - 263.27 526.54 ______ 263,27 ________ 526-54 - - I—- 263,27 I ---------- 1 576,54 526�54 - - ____1.1____.,__ 7d9,81 1 526-54 -_ - _,__--- -- 789.81 1 789�81 1 H 3 + H C - __ 25 1 /2 X 50 5/8 - - ____ 207,89 - - ____ 41 5�78 - __ - - 20/.89 415.78 207.89 415.78 - - _ 2C7.89 __ ,______.. i 415.78 __ --,.-,-.,------,-,----�-.�,---,-------�--- 41538 623.67 _T_______,____ - 1 415.78 623.67 6�3�61 1H4+HC I 25 1/2 X 62 7/8 170.84 341.69 170.84 341.69 170.84 341.69 170.84 �� 341.69 341,69 5tZ,54 � 341.69 51 Z.54 512.54 1 I H45+111C�5 - 11/2 X 6S 11/2 157.92 __ 315�85 157. 92 - '315.85 157.92 __ 315.85 _ 1 1 57,9? � 3 1 5. 8 51; 315.85 473.78 I ! 315�a5 473,78 473.78 I - __ - ____ , - 1 - -1111". - - I'll, �� . . . . . . . __ I --I , __� - ------.- ___ ;I I __ - __ - _ , , , [ - '" '434,36 ___ 1 1 15 + Ii C I25 1/2 X 75 114 144.78 2139,57 ___ _. 260.65 I- 144.78 289457 144,78 89-57 144.78 ; 289.57 I 1 289.57 I 1 289.57 434�36 434,35 1H6+HC �5 1/' X 31 1/4 1 - - I 30. 32 ------- - 130.32 ____� 260.65 __ . _. I I 30.32 � 260,65 ; 130.32 � 260.65 1 260.65 1390.98 I f 260,65 390,98 390�98 I I H7+HC __ I. _____'_ �5 1/2 X 96 114 115.01 - ,--- - ___ , I 230.02 1 115.01 230.02 1 1 5.0 L _. I 230.02 115.01 I 230.02 1 230,02 ,- - - - -_ - I - 1345,04 . 1 230.02 __t 345,04 1 3 45.0 4 I _ 22+HC I I !: 36 X 43 1/2 139.50 I --- ---.-.- - I 279��I 1 139.50 279.01 139,50 279.01 139.50 I 279.01 1 279.01 I 1418.51 i 279.Oi 418.51 --' 1 418.51 .. - 129�24 _ ---...--. - - __ ___ ------ _.__,_,_____,___.__. , -, ___._ - .- � ____� ---- -- 11�;I�il_ � 258.48 1 129.24 258�48 129.24 258.48 . 129�24 :: 258.48 25 , - I __ __ '_ _� . " I 1 258.48 - 387 �72 38 __ 7.72 24+HC : _� 6 X 68 1/8 108.58 ____.. -T- . � � 217�16 1 08�58 217-16 108.58 217.16 108.58 : 217.16 2 I 7.1 6 1325.74 1 217.16 325.74 1 325.74 - 245+ 5/4 1 O A I I _9 t � 202.31 � 101.15 __ 702.31 101A5 202-31 101.15 i 202.31 202.31 -, - ___ i 303.46 1 202�31 303.46 303.46 25+HC - -__ [ 36 X 80 1/2 93,48 __ ; I 186.96 i 93.48 186�96 1 133.48 !I 1 86�96 93.48 186.96 186.96 1 - .. - � - ____ .. -----4---- ____--------- I 280.44 � 186.96 � __ 230.44 280.44 26+HC I 36__X 89 1/2__ 8, f 84.89 169.79 1 84.89 169.79 84.89 1 169,79 169-79 2.54.69 I 169.79 254.69 254.69 � - 27+HC I- 36 X 101 1/2 175.63 __ - i � I --i i 151�27 � 75.63 151�27 r 1-5. 6 3 151.27 75.63 1 151.27 151.27 - I .1 226,90 � 151.27 I 2 2 �_9 _02 - 2 _6 9-0 32+HC 52 1/8 X 50 9/16 74,52 ; � _� __ _�_ - _. - - '__________ - - __�� I I T 2 I . 1 7 i 87,63 74.5 � 122.28 1 4.52 I 30.48 1 74.52 1 49.05 1 149.05 __61 I -_ I . Z'3.57 I I 49.C4 � . -----,--- 223,57 ________ - 223�57 33+HC ______ . 52 1/8 X 62 15 -1-1.1 Zli!l�v_qj______ - � ! 1 77.62 ' 66.01 ; 3.31 1 66.01 1 1 5,58i 66.0; I IOE , 132,02 1_32�02 1_______.____ - - ____ 11-------L-------------------�----��-�.--- 198.04 L 132.02 198,04 - 198,04 34+HC 52 1/8 X 75 3/16163.07 I 74. 1 C, 1 63.07 3 � � 103,49 63.07 1 10.44 63.07 126.15 126.15 189.23 i 126.15 189.23 189,23 - 345+HC - -1 __ 52 1/8 X 90 13/16ko.90 ____ - _ : � 2 1,81 71.61 60.90 & 99.q3 50�90` 106.64 60�90 121-81 1 8?. 7 2 1 121.51 182,72 182.72 35+HC ____1 - ,. .- - _ ____ __ - ____ ...... � - �2 1/8 X 87 9/16 1 56.84 66�83.____ - 56�84 1 93.26 56.84 99.52 ___ 56.84 1 1 13.68 1 13.68 _-, , , 170'.5-2 - , F -I 1-3. 6-8--, - - _ 170,52 __ 170.52 36+HC 52 1/8 X 96 9/161 52.1 9 __ . 61.37 52.19 4.38 _�_ �_64 � - 52,19 91.38 52.119 __ - ___ . . ; 1 156.58 � 1041.38- 1 I - __ 156.58 - __ ___ � 156.58 - _37+HC 52 1/8 X 1087j/: 7.06 _ --"---,-- 16 �4 55.34 1 47.06 1 77.22 47.Q6 52�40 . 47.06 4,12 - -----,--.,------ . 1 141.19 � 94-12 1 141,19 141.19 NOTES, - - - A) NUMBER OF ANCHORS NOTED ARE FOR "S WOOD �t REQUIRED AT EACH ENO USING 1 1/3" EMISEGMENF� S CREWS INTO WOOD FRAMING FLORIDA I EXTRUDER S 2540 JEWETT LANE 9) PRESSVRES GIVEN IN PSr ACE FOR 2113 OF ULTIMATE MULLION DESIGN LOAD II;HCPE INTERNATIONAL, INC. SANFORD, FLORIDA . TF�15 ULTMA7E LOAD IS BASED ON 1.�� X DESIGN PRESSURE PER )707.4.5.4. USE !HE OPENING'S DESIGN PRESSURE WITHOUT NCREA5E FOR COMPARLSION TO THIS CHART, TITLE: DE S ' � 1 GN PRESSURE CAPACITIES FIN ' C) THE MULJD WINDOW ASSEMBLY'S OVERZL DESIGN PRESSURE RATIN(; IS THE LOWER QF LACH INONIOUAI, WINUOW'S LABEL RATING, ASIV E1300 GLASS LOAD RESjSTANC-� OR HORIZONTAL MULLION'_� - SER, 1000 & 11500 THE LOAD RATIN�. OF IMF MULLION PEP, THIS DRAWING, WHEN CHQ$ING A MULLION, --- I - 6� WFC -'-----' FXCFF0 THE IVIND0,0GLASS DESIGN PRFSSI,IRF THFRFRY CAUSiN�c THE WINDOW/CLASS DRAWN BY:MSH A�PROVED I DESIGN PRESSURE TO fiOVFRN� -_ _ - ID .. A I TF - : (, - / I - 71 - 0 4 1 SC ALE, �_ -.-, . � ION S.IL -I /--I X a X 1/8 1000 S-H, JAMB (T'rP,) I I TUEE 1IUL' ION JAME (TYP.) _,L��98 X 1/2 SELF TAPPING SRS , - - % I ji � � �_, \ �- SHEATHING TW \ L�N TUBE MULLION I �` SEALA'_ LT I � F '4�:�l �11DO�l `��'1�111'r � SCREW (TYP.) ' - N' "' CEN INSTINLILATION ANCHOR #8 WOOD LAN - __�" _�� CAL \ \7==d :�ftL W�120AITF'I'A-" % � \ & MULLION & MULLION � �Qu V 1-11a SELF \___ , u —-EXTERNAL MULLION .�P..Ii� . 8 x j-1/2 ,,�Cir I I T P 4G SMS TAPPING SMS I MULLION --"-,a _\�_ INSTALLATION -LIP SECTION A A(� _�, I _1 � SECTION A -A (2) 1 /- I X 2 7,16 X 1 /6 1000 S. I APPI DES TO HEAD & SILL WHERE 1 " X 4" 1000 S,H. - I TIJBE MULLION 1000 SH, _� -I X 2 7/1 6 Y 3/8 JAME (TY�1.11 I I __ & 2;� X 4" TUBE MULLIONS ARE USED -_ - - ' .JAMB <TVP-)-- ""' JAMB (TYP) III TUBE MULL113N APPLIES TO HEAD & SILL WIHIERCI" X 2" 1 1 �FT,�, & I" X 2 7/1C," TLBE MULLIONS ARF, USED i . �L I __ Sff i E_ __ - 8 X I 8 X Ila ,LF #6 WOOD SCREV 641___� T S - _ �I ,14 I IAPPING SMS , ___� 4 � I �,-- U." X 1/2 SELF i �/,� SELF �L .#= I APPING, SMS I F-INSTALt.ATIUN AN�HOR _� I rLul , , TAPPING SMS I I J�-_JML B I \------j SEA!AN_ PCTWEC,14 w1ijbOW FRAMF 11 & MULLITN '- 08 X 1-1/2 G�ELF TAPPI14G SMS SECTION _�=A_L,5) I- I X 4 ). 1/8 I / IIJBIL MULLEIN ION S 1000 S.H. JAMB (T Y�H� � L -s imo - - IAMB (TYP,) , - , � I, 8 X 112 SELF . 10 - TAPPING SMS \ '\-_L SEALANT BFTVEEN \ WINCOV FRAME \ & MULLION \- #8 X 1-1/2 SE - F TAPPI14G SMS _aE_C-CI�2N A-_�L (f) _� ; � ____ (TYP) i �, - For olt_r%ot. - 2 JL__ sil P'Wil�� ,, I "" , __ !� , - , . \ , III Clip" ;� r,Qt I -1-_ , 6 ;;;�_, -----= 4--ix- 'vik.tl(7, A is F- SILL CLIP I a' \ ---. I 77�'I -11 / . occeptoble la Se - - - ii u, Il f � '12 , . . " ,,, - \ '14.ucti., C P LIS X i-1 _� __-___S&LANT BETWEEN WINDOW FLANGES 09 sh- ,� ! 1/8' MIN. *�,� 7 SLALANr BETWEEN TAPPING SMS & MULLION De.t: C. 'MBEUMENT -- - WINDOW FRAME / --- - � � & MULLION I ___:,_� SEC-ILN A- /') SAATWIZ --/ ___ I I / - - - 48 X I-IIE SELF __L_L_ TAPPING SMS i ucl,�11_ L--\ i :�,_ __�', - I SWOOD FfiA4IN_u _5FICTION A -- A L4) i �_ - ____ - - __ '_ I--,----- - � \ --- AUXILIARY PL,ATE l- I X 4 X 3/p ! I 1 - . "I <FOR AUDITIQNAL ANCHORS, WHEN RCOUTRt0) / TUBE MULLfUN � , / / I I (D - __7_I 1 / // / I __ I ! �--,�// r I , n '/// I i , , I I - � -.--,. -_ -_ i ;A� A :�_��_,L7�,�_ I ( I i " m-, - " -01 - (D �� I I I __ __ - ' "' i i L , , - i 1-1 \, I #8 SFLF TAPPING - - ./ L I SMS <T'fP.> \_ MULLION _/ I I I �_�_7_ - uiw" 3, EL .10 \ . #8 x I/a SELF I -EVA7 0w"0v4__TAP�INCj �MS i ________ -VIEWED FROM EXTERIOR . I 1 L__2� I 11 INTERNATIONAL, INC � JI - L,j _� �(o I I cl FLORIDA EXTRUDERS 2540 JEWETT LANF L L, LF' ,-, 1.��_ \ .q C14 _� -1 , -, SANEQRQ� FLO41DA - - ______ - "I � - IF " ") U) I I'�, Y,�,,. �, - I ,ivnx:SER. 1000 - / � I , 500 FIN - � 1-1-.- �, I I - ') ,1� cf Z' � I- SEALANT �F7WFFN F0 T L� - . 2563 � I WINDFI1 FRAME w . .,e M �; � __ � MULLION C C :, , � - C�_ - , SEE OTHER SIDE (SHLET 2 OF 2) FOR 1---#B X 1-112 SELF q, in . ii, ;,- % � - c' E () ,20 4�" ____TAPPROVFD BY: WAB I ,- I ��' RAWN BY: MSH TAPPING SMS . I ��111 ��, -:, I - _ ,,c,. 4, 1, I � . 5ECTION A -A t.6 [,:� 6 -I _1� I . . L� t,:��k` I DATE: 6 /I 7 /U4-1'�3-6�L-E-,-NI-T-S---,FDWG.: I VMF 1 N I 1000 P.'w,/ BE SIGNER SILL (TYP.) / � TAPPING SMS iii_r�__Rl I - I X 2 X 1/8 TUBE MULLION U=_if SEALANT 2 INDOW Ft --4--J I W MULLION SEALANT BrT'.1EEN4 U L WINDI)w FLANLirS & MULLION \___ loaf] S.H, TAPPING SMS HEAD ITYP"I ,,A,"ANT B� I - WDCN � � SECTION WINDOW FLANGES A -A (1) & MULLION _ 1000 P 'W' /DESIGNrR � SILL (TYP.) \ /l-a SEL TAPPING SMS 4 1 X 2 7/16 X 1/8 \ lIrl /_ 1\ I ,F_--�'d] I / TUBE MULLION �� I F__v__.__.__ T( I I / , ; SEALANT BETWEEN 11 1 ! WINDOW FLANGES- - -71 � III . & MULLION I \ 1--tis �__ I 000 S K TAPPING SMS HEAG (TYR) SFALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION r- 1000 P.W./DCSIGNER SEALANT BETVEFN I SI-L (TYP.) WIND'3W FLANGES , f 1148 X 3/4 SEi - F & HLL I 119N \ 11 , / TAPPING SMS -1 X 4 X 1/8 \ � 1�wvff-';!,77 1 / I UBE MULLION - # �__ 10,10 S.H, TAPPING SMS HEAD (T�P.) SECTION A I -A (5' - 0j 1000 P,W,/I)ESIGNCR SILL (TYP,) / � TAPPING SIMS I X 2 X:318 //-TUBE MULLION \ , -- 1000 S.H, TAPPtNIJ SMS HEAD (TYP,) ' FIQ iFC , N A -A �'Z) F ICOO P.W /DESIGNER r SILL <TYP�) I #8 X 'jl4 SLLf TAPPING SMS I X a 7/16 X 3/8 Tn nT]j / TUBE KULLION IF SEALANT BETWEEN 14DOW FLANGE #-----� I &W MULLION ' TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE I- X 4- - & 2" X 4" TUBE MULLIONS ARE USED) '�,7 CONCRET BY OTHERS '� � D_____� Lim�111�z�ltyozcllols I�Q 1000 P,W./DESIGNLR SIL�_ (TYP,) L TAPPING SMS / / a v " TU13E MULLION DETAIL 8 INSTALLATION ,ANCH[GR 3 j(p' IIA� I EW ANC TAPPER SC I Hf� "'P - EXTERNAL, MULLION INSTALLATION CLIP � \-:7 III , L_J\�j I_ 1 1/4' MIN. E 'AV LLICN I ___ ---.--. I f �, I I i / - -) I LL-1 ___ PEIATL P .... ____ T___�, i _tt ,�,/�_�X�-,,,� - - I '' ILI 1, r \ I . I 1 - - 48 X 3/4 SEU i \_ �,. _7 L - ------ i I \_ 1000 SIH TAPPING SMS F A HEAD (TYP) \1 TAPPING SMS I \ i . I , SECTION A -A : .000 S.H. I / 7 1 I i HEAD (TYP) ///� I '// I I i f I1000 PW./DE5jGNER -_ ___,_1 I - - - --- i i ISILL (TYP.1 J Wayne A. I P,E i Ei EVATIO //- TAPPING SMS - I X,1 X 3/9 548 B Hwy 27 1 VIEWED FROM EXTERIOR ��V�1017 ---- / TUBE MULLION Clermant, FL 34711 1 ql / FL License NO. 52583 INTERNATIONAL, INC. , FLORIDA EXTRUDERS 2540 JEWETT LANE I I - - __1._____________1_.__ SANFORP. FLORIDA i I I - -t- __ __ -I ,� I -_ � TTTLE�SER. 1000/11500 FLANGE SHEET 1, OF 2 _jL_u , �� " )"�� , r, 0, , I HIOL \ . EET 2 OF 2) FOR \_#B X 3J4 Slil_� 41 I", �,2,_J3 . \ TAPPING SMS _j I; =� ;� . - 1000 5J1. I I - 1. I` _� �, � � _= . I � 0"'I , ��, HEAD �TYP.) � _� - DRAWN ny�MSH APP OVED BY: WAB I I- _. - ., ., I _ - 0, .� S, --A - . j N. A:, ,I DA,TE;6/ I 7/04 1 SCALE: N T S IDWG-: IHNIFLG, - " " " _ECTICN A . - � �-�� __ _L , - SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN P5F - __ -_ _� - --'- CAPACITY CAPACITY - -_ EAPACITY CAPACITY CAPACITY CA ---------- APACITY CAPACITY CAPACIT --.,-- -_ CAPACITY WINDOW "" TO""' WINDOW UNiT �CIXA22PAC�/'l I I IX2X3/8 1 Y2 7/1 6X 1/8 1 X 2 7/ I 6X I /B I X2 7/16)(3/8 X2 7/16X3/8 IX4X1/8 1X01/8 I X4X3/8 IXXIX4 2X4X3/8 3/8 L L C51ZE TUP TIP -TO -TIP iTUBE _ MULL TUBE MULL TUBE MULLiTUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE i S , AN , I ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS k(�A ----.---- I , SECT. 6-A(l) A -A ) (I BE CT. M SECT, A -A 21 _jECT, A -A(3) SECT, A-AI(3� SECT. AA(.�j SECT. A-A(4) . SECT. A-A(5) SECT. A-A(5� SECT, A-A(6) SECT. A -A(&) ECT, A -A 7 _5 LL __ - ---I- 12+HC I 2,FiC , 19 1/8 X 35 9/16 -_ 839.88 'SECT. -_ 1679.78 - 839-ae 1511,80 839.88 ! - 1679.78 839.88-- 1679.78 1679.78 2519,66 1679.78 __ 2519.66-12519.66 , I ,.,C 13+HC 19 1/8 X 47 15/16 ____ 635.96 11271.93 ... 63-5�96 1144,74 635�96 1271.93 635,96 1 Z71.93 .1271.93 11907.91 - 1271.93 - 1907,91 1907.91 __�_41HC - 19 1/8 X 60 3/16 - 512.73 11025.47 1 1,512.73 922.92 512.73 1 025.47 512�73 1025.47 1025 .47 1 i 53II t 1025.47 1538,21 -7538.21 145+HC 19 1/6 X 65 13/16 470,84 1941.68 1 470,84 a47.51 470.84 941.68 1 470,84 941.68 _ _ 941.�B 11 412�53 q4I.6.8 - 1412�53 1412.53 1 5+HC 19' 1/8 X 72_9/16 428, 1 t 428.80 857.60 428,80 857.60 357.60 - 1286,40 857.60 1256.40 1286.40 1 6+HC 19 1/6 X 61 9/16 1 383.18 766.36 -I 689.72 383.18 766.36 . 1383.18 766.36 1766.36 , 11 149�54 __ 766.36 _ 1149.54 1 1 49.54 .. ___�_ P9 1/8 X 92 91/16 339,08 678,17 I 1339.08 .610-135 ,339.08 1678-17 339,08 1678.17 1678.17 11017.26 678.17 I I 1017.26 : 1017,26 1H2+HC: ____ 26 1/2 X 39 1/4 - -.- 516.41 - - 1032.83 � 516.41 I i929.54 _ ...... _.____._t___ 516,41 11032.83 _____ .516,41 - _ _______ � 1032.83 1032.83 - 549.24 I-- ____.__._.______ 1032.53 -------- I- - 1 1 549�24 11549,24 IH3+HC 26 1/2 X 51 5/8 407.78 81-5.57 7.34.01 407�78 'I 815.57 407.78 - 815.57 315.57 1223.36 ,515,57 __�223 _36 IL-12.23.36 ____ - 1H4+HC 26 1/2 X 63 7/8 33-5.12 --407.78 670,25 335.12 603,22 ___I 335.12 67C,.25 335-12 670.25 I . . -.----. 670,25 --.---"-�----�-�-�--,-----""-----------------r- 619.56 1005.38 929.34 1670.25 I 1005.38 11005.36 lH45+HC26 1/2 X 69 I Z2 309.78 6 f 9.56 309.78 , _ ___ 1284.00 619.56 309.78 61 9.56 1619.56 I 929.34 1929-34 __ __ 852.01 852.01 IH5+HC 26 1/2 X 76 1/4 284.00 __ 568.01 ____ __�Z.��_.1309�78 284.00 511.21 568.01 _ 284.00 .- 568.01 568.01 - 852-01 _7r___.�i - 1 565�O 1 ____ - - ----- 1 H6+HC -- --- ---'-' ' 26 1/2 X 8-2 _1/4__255_.6_4____5I ______'j255.64 1,28 460.16 __ . - 5.64 511.28 1255.64 . 511.2a 5 11.25 1 ,6 , 511,25 ------ 766.93,- 1 766.93 � 1H7+HC 26 1/2 X 97 1/4 225,60 451,21 - _4 I '225.60 - 406.09 ___ 225.60 451.21 225.60 451.21 451,21 � 676,81 I 1451,21 � __ 676.81 1676,81 I �_ 22+HC 23+HC 37 X 44 1/2 37 X 56 7/8 i __ - 273.64 1253.5t - 346.70 - 321-20 i-- 273.64 253.51 A78.99 -.-- 443,75 273,64 I-— 253.51 - 521-39 483-03 - 273.64 - 253�51 __ - 547.29 -.,.-.---- 507.02 - - ---- ______,____ 547,29 - - 507.02 820.9-4 .... ... 7_5_4,_7___ - 760.54 __ .29 I ___________ i507-02 __ 1 820.94 820.94 ___ __ 760�54 760�54 24+HC 37 X 69 1/8 1:212.98 - 269.85 212.98 __ 372.81 _. ____ ___,.,.,___.__ 212.98 405.81 ___ 1212.98 - 425,97 425-97 635.95 I � 425.97 __ 6118.95 638.95 - _. - --- - 245+HC 37 X 74 3/4 . --I-- i 198.41 251.39 - 198,41 - __ - 347,31 198.41 ___.,_._,__ - 183.37 - -, __ 166.53 . 148.36 - - _ ' 132.8� 378-05 __ �;49.38 . 198,41 i83.37 396.83 � 366,74 _____ .333.06 ; 296.72 396,83 ___ 366,74 _ _F_�____________ 333.06 Z96.72 _'� 595.25 1550.11 1499-59 - 45,109 �4 I ! 396.83 1366.74 �t 333.06 - � 296,72 ______ 595.25 595.25 _ ----.-- 550.11 550-11 -,- I __ - __ . 499.59 ,'499.59 __ -,- I . 1 445�09 1445,09 1 25+HC 37 X 81 1/2 . 183,37 232-32 183,37 ____ 320�97 -29-1-.4 ___ 259.69 _ '--' '-- �_� 122.05 26+HC 27+HC 37 X 90 1/2 1 I 66.53 148.35 T, 0 9 _94-16 6_� 5-3 __ - - 146.36 ____ - __ I 122.05 1317.30 i282,68 166.53 148.36 32+HC 53 1/8 X 51 g/ 1 6 �Z___��T_ T8.34 88,34 1 1132.85 ------- 148,14 189.45 296.25 444.42 I 1296 -28 __ _.._ __ __ ______ ; 444.42 I 444�42 33+HC 53 1/8 X 63 15/16 7 8.2 5 1. 7 8.2.5 108�11 . . ___ 108.11 _11 - �i11-- 117. 11 7�615, __.___�� __ 131.02 167,82 262.04 393 �06 262.04 1_1_.1F_--- 1393.06 34+HC 53 1/8 X 76 3/16 __ 74,77 __ 74.77 103.30 103,30 112.44 1 1 --I 2.44 ______.__ I 1108.58 1011.3 3 125.12 160.35 250.25 375.37 _393,06 250.25 375.37_,__i �_jj 345+HC 35+HC___53 . 53 1/8 X 81 13/16,72.20 1/8 X_889/161 - ___ 67.38 -.-- 72.20 -..-- 67.38 99,75 _ 93.08 _______.______._.__,__ 99-75 �3.08 108158- 1 101.33 120.77 112.62 154.83 . 144.49 241.55 225.25 362,32 P37.88 241.55 - 225.25 -_ __'.., 362.32 1362.32 . - -,..------I --- ----- I-----..-- 337.88 337,88 __ 36 - +HC 153 1/8 X 97 9/ - 16-16 1 1.87 _ ________ 6 1. i�.____ __ 185.48 .. - __ 85.48 _ - ____ _,_?�:_q�.,__.,_____ - - _.... - 1�3�04 ___ .1103�33 - _,�..= 132,168 1 _T 206�67 ! 31 0.00 206.67 I --- - 3 � I .1 O�00 1310.00 __ - - -- - ----T------- __ 37+HC - 3 1 18 X 109 � __ , 9/16155.79 . - I----.-- 55.79 - - - _ L7 _zc�7_ __ - -_i� -7,c, �_ 8 3, 9 0 __ � ------- I 8-s-go 1193.og 1 1 9 � 119�64 86,18 1279.28 186,18 279.28 I 279.28 NOTES: I INTERNATIONAL, INC. FLORIDA EXTRUDERS A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS ;NrO MASONRY REQUIRED AT EACH ENO USING 1 1/4" �MBIDMENT_ 0) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF LILTIMAIE MULLION DESIGN LOAD *HERE 2540 JEWETT LANE SANFORD THIS ULTIMATE LOAD IS BASED kN 1.5 X DE56N PRESSURE PER T707.4 5,4. USE WE -,- __ - - - - - -ELORILA OPENING'S DESIGN PRESSURE WIfHOUT INCREAS� FOR COMPAkiSION TO THIS CHART. TITLE! D E: S I G N PRES ' C) THE MULILZD WINDOW ASSEM?Ly'5 OVERALL DESIGN PRESSURE RATING is THE LOWER OF EACH INDIVIDUAL WINI)CINV5 LABEL RATING, ASTM ', 1300 CLASS LOAD RESISTANCE N IONS - SER, 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWINC, WHEN CHOS4NG A .MULLION. � DRAWN By JBH I APPROVED BY: WAB EXCEED THE WENOOW/GLASS DESIGN PRESSURE THERERY CAUSING THE WINDOW/GLkSS DE51ON PRESSURE TO GGVERN� I - I_,______,_, , TkALE4111_1, jDWG.: I HMFi_G PG 2, DATE� -6 /I-/ ��'�__ - - - ___ � _ , SER!ES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF - __ r I - CAPACITY C_APTC1T? _CAPA CAPACITY -11cAPACITY- . CAPACITY CAPACITY I T4 _154_CPTY ' _CAPAClfY CAPACITY CA If TY WINDOW WINDOW X2X3/8 IX2.X3/8 IX2 7/16XI/8 IX2 7/16XI/B IX2 7/160/81X2 7/t6)(3/8 1X4X1/8 1X4X1/8 I X4X3/8 1 X4X3/8 12X4X,5/8 � CALL TIP -TO -TIP TUBE MULL TUBE MULL fUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MOLL TUBE MULLITVBE MULL SIZE SIZE 4 ANCHORS 2 ANCHORS 6 ANCHORS 1 6 A14CHORS Z_ - - ,- -- - 5 SECT, A-� �6 SE I SECT. A I SECT. A-A(1) SECT. A-A(I) iSECT. A-A(2) SECT. A-A(2) SECT, A-A(3) SECT. A-A�5� ISECT- A-A(4) SECT. A-A(4) . ECL A-A(5) SECT. A -A( ) CT, A-A�6) -AQ� - 12 - ,201,53 i 403.67 __ - ___ 201.83 - 403.67 - 201.83 j403.67 I 1 1 ____ 201-83 _______,_______ 403.67 403�157 __ 605.50 403.67 . I - i 605.50 I 6o5.5o - 13 ----------- 1 8 1/8 X 37 3/8 1 25.78 251.57 I 25,78 -.1- 251.57 1 25.78 .... � 251.5-7 I 125.78 251-57 251.57 .. - - 377.36 __ 251.57 - - 377.36 1377.36 I __ 14 1$ 1/8 X 49 5/8 91.61 129.63 . 91.61 � 178.41 91.61 183.23 191.61 183.23 183.23 274.84 183.23 - . (274 - .8 - 4 - __ I 274.84 ________._ 145 18 1/8 X 55 1/4 , 81.45 92.98 81.45 127.97 ____ 81.45 j - 1,36.55 181.45 ___ 162.91 _ - 162.91 244.36 162.91 , 244.36 1244,36 - - - - - -- 15 _ - - 65.16 7t.88 . 89.68 I 171,88 195.70 I 1 ___ 71.88 135.52 143.77 __ 215.66 143.77 T-1 5.66 215.56 ,2 - 16 1.8 1/8 X 71 42�96 42.96 59.13 59.13 62.15 63.09 j 62,15 69-35 124.30 la6�46 124,30 186.46 1186.46 - '' !7 18 11/8 X 83 �i 26.63 26.63 36.5,5 36.65 �3911 39.11 - I 52.64 55.38 --105.29 128.92 105.29 -157.94 157.94 ____ __ IH - 25 1/2 X 25 i 157.66 - 315�32 __ 157�66 " 315.32 . 157,66 _ 31 5,32 - 157.66 315.32 - __ 3 15.32 __ 472,98 , ____ ----- 315.32 -- __ 472.98 472.98 - _ , 11-13 - 25 1/2 X 37 3/8�94.72 - 189,44 94.72 189-44 94.72 189.44 94.72 __ 189,44 189.44 254,17 189.44 264.17 284,17 - 1 2 X 49 5/8 67�89 96.07 67,8 F9 --,-- 132.22 __ 67,89 - 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203-68 I 1/2 X 55 1 ' 14,50.08 - __ 1 68.5B _ 60.08 2 94.39 I 100.72 . 60,08 . 120.16 __ 1 20:115- 180,24 120.16 180,24 � 1 50.24 IHS 2 5 1/2 X 62 1 I 47.55 1 4785 , , '. 52.79 --,60.08 65.86 52.79 70.28 _ 152.79 -,_ _1 99.52 105-58 1'.. 1 158.37 _ 105.58 1 58.37 158.37 1. IH - 6 . - 71 i 31.40 31.40 43.22 1 . __ 4 - 3 1 �22 45.43 46.12 � 45.43 65.32 90.87 1136.31 90,87 136.31 136.31 1H7 I 19.38 19.38 _ ___ 26.67 26.67 �__ - 28.46 28-46 38.32 40.31 ______ ---. 76-64---- 193.84 , � 176,64 . _ �1 14 1 ,96 _ 114�96 I 22 36 X 25 - i 150 ___ 260 1 30 - - 260 130 - 260 130 760 - __ 260 i 390 1260 I j 1 390 i3go 23 __ � .- 73.30 146.60 __ - ---.------ 73.30 ___F73,iO 146,60 - --'---- -'------ 146,60 73.30 146,60 1 --------, 146.60 -,- . 1219,91 I "-,--- I '146.60 � 219.91 . � ; I 21 9.91 i - 5/ 51.20 __ __ - .72,44 __ __ 51.20 ___ 99�71 5 1.20 102,40 51,20 _ 102.40 . . .. .. I 1 02.40 � ____________ 153.60 . 134.91 � 102,40 ,_ 153.60 1153.60 ____ 245 �- 6 X 55 1/4 44.97 I- 51.33 44,97 70.65 44.97 75.39 44.97 89.94 89.94 1189.94 134.91 I I 134.91 ___ 25 ____ - - 35.57 __ 135,57 39.24 48,96 39.24 52� 24 .-.-,- 39,24 _.,___.__________, 73.98 ___ _ 76,49 117,73 _____ ,78.49 - 1____________ 117,73 1117,73 26 23.1 9 - 12-3.113 . -----71,56 ____________ 31.9 1 _1 � 31.91 � __ 33,54 -, _ ... _ "' _r_�_ 34.05 -.,----- __..". 3 2 �4' _"' - -,.----..,- 48.22 ___ 67 09 I ______ 1 100,64 _", _ __ __ 67.09 ____.,___,__,_, 100,54 -yi-_-3- 1100,64 _____ 27 __ 14.2i - _ j �4.21 19,56 ____ 20.88 �-.------------.-.--,---,-.-.-.��..��'. 20,88 2 9 _56 29.56 _ _ 56.21 1-1-1- - _6 8.83 ___ - - - 56,21 84.32 - .- - 32 1. - __ 52 1/8 X 25 1 1 -4.9-2- 1 2 2 9,8 4 11114.92 i229-54 i 1 14.92 229.84 114,92 229�84 229.84 - r�44.77 229,54 344.77 - i 344.77 ___ _ -, __ ___- ______ -1 - I—- 33 2 1/8 X 37 3/8 59.01 118.02 59.01 1 'I 8.02 59.01 11 6.02 59,01 118.02 118.02 177.03--_ 1 11�22__._, 177.03 177.03 34 1 2 1/8 X 49 5/8 39.25 55.54 39�25 76.45 39,25 -'- 7&5I 39.25 78.51 68.05 - 78.5 1 _____ 68,05 117.76 ________ - ---"--, ... 78.51 1 17.76 ____ 117,76 - 345 2 1/8 X 55 1/ 34.02 38,84 34,02 53,45 34.02 , 57�04 . ____._ ,34.02 102.07 ___ ------- 68.05 102-07 ______ 102.07 35 - I 26.59 -----,- 26.59 __ � 2 9.33 I � .- 36,60 ___ 29.33 - - 39,05 ____� 29.3.3 55,30 I - 58.67 -------,- 8a�00 58.67 , __ - 88,00 88�00 _. 36 52 1/8 X 71 117.13 I 7.13 1 123.57 23.57 24.78 25,1 5 124.78 13-5.62 - 49.56 74.34 49,56 74�34 74.34 37 j 52 1/8 X 83 i 10,38 1 1 0.38 4.29 114.29 1 15.25 _115.25- - 120.53 � _ Li�59 _F -------T- 41 .06 50.27 __ AI.D6 ___ I 6 �� Ei� 1 61.59 __LI -----I'.-- __ NOTES; - INTERNATIONAL, INC FLORIDA EXTRUDERS A) NUMBER OF ANCHORS NOTED ARE FOP, #8 WOOD SCR�WS INTO WOOD FRAMIK[� REQUIRED AT LACH. LNO USING I 1/8' EMBEDMENT. 0) PRESSURES GIVEN IN PST ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE 2,540 JEWETT LANE SANFORD, FLORIDA THS ULTIMATE LOAD IS BASED ON 1.5 9 DESIGN PRESSURE PER 1707,C5A. USE THE ' TITLE:DESIGN PRESSURE CAPACITIES FIN OPI&ING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISON TO THIS CHART. � I C) THE MULLED WINDOW ASSEMBLYS OVERALL DESIGN PRESSURE RATING IS THE LOWER OT EACH INDIVIDUAL WINDOWS LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR VERTICAL MULLIONS -- SER. iOOO & 1500 THE LOAP RATING OF THE MU41ON PER Tills DRAWING, WHEN (:HOSING A MULLION, DRAWN BY: JEH � APPROVED BY: WAB FXC-'F'Frl 'H5 WINDOW/r.IA`9;!T DFFICIN PRFSqtIRF THFRFRY (',A1J';lNG THF WINDOW/ClASS I DESIGN PRESSURE TO GOVERN. DATF:(-,7-17/04 18CALF!FULL jDWG7 1VMFIN PC, 21 _ - - - ---.---. ----,---------- 1000 P.W./DESIGNER SILL (TYP�) SL / TAPPING SMS I=L- - I X 2. X 1/8 1 - � TUBE MULLION 7 � SEALANT BETWEEN -46 WIN G`V FLANGES- -- & MULLION - VINOD . W � Ft A , WE . � - -I, t MULLION ',- IOOG $.I-L TAPPING SMS HEAD (TYP.) SEALANT 8ETVL EN 7 WINDOW FI,ANISES SECTION A -A (1,11 ;- MUILLI \ I__ 10043 P,'J-/DESIGNER \ SILL (TYP.) \1 . ,49 X J/4 SEL� TAPPING SIAS \ 11, / /-I X 2 7/16 X Ila \ rnrv. TUBE MULLION \ \ �i elm / / I ] I SEALANT BETWEEN INDOW FLANGES- , I &'.I MULL ION � �Itq X 3/.; SELF �_ INO S,LL TAPPING SMS I HEAD (TYP.) SEALANT BETWEEN SECTION A -A 21 WINDOW FLANGES L MOLLAON __ 1000 P.L,d_/DlESjGNER SEALANT BETWEEN f $R�L (TYP.) WINDOW FLANGES - \ f i /_ ,8 y, 3, S,j - T. & HULLIGN 1 1 / TAPPING SM,S - I X 4 X I/B _Tj \ rT,TVf__:TS I / JUDE MULLICIN \ �-- 1000 S.H� TAPPING SMS KAD CTYP,� ��LCTIQN A -A (�) ------.------- ___ - -.--., D500 P.V_/DESjGNI7R SILL <TYP.) /- 08 X �/4 SELF / TAPPING SMS I X 2 y 3/8 1 /I'- TUBE MULLION \_ " 8 X 2/4 SE� F \ - 1000 S H ' TAPPIN6 SMS' HEAD (T.1P.) FIWO P.W./DESIGNER SILL (TYP.) . /_ TAPPING SMS . / - I X 11 7/1E, 9 3/u TUBE MUL-LIGN I-11,1111 // SEALANT BETWEEN I ,TNDO - W VI ANCE i 0 & KULLIEN ____ ---..- - - __ - -, - � - . TYPICAL MULLION TO CONCRETE 0 JAMB (APP ES TO JAMB WHERE I- X 4- . & 2' P X 4" TUBE MULLJONS ARE USEW 1;Q CONCRETE BY OTHERS 11" ONE BY WOOD -- RUCK By IjTHjRS 1�� - - 0 ETAI L INSTAL ATION AhCHDR 5,16' DIA, I TZ�ER SCREW ANCHOR (IYP,) -EXTERNAL MULLION INSTALLATION CLIP 1000 P.W./DE�tGNLR I � I -1 SILL (IYP,) I `0� I I TAPPING SMS � I I _- //- ` /-- Tu i -1 � TFIP11 / BE N' LLION I I % _L,P__J I I, J - L I I/ 4' M IN �_______ I � 141111L(�llllu u- �, I ------ R I I __ I - .--, �\ /-',� , " / /� - X/, _L __ ! I � XTALI-a I / 11��11�_,,�,� \ I j 1 4 , \_ \ TAPPING SIAS - !000 S+L p - ii \ '4 \-de X 2,14 SELF � I I I � 7- , __`I i-77 I --- - I A � HEAD (TYP.', \ TAPPING SMS I -L�-,TIQN A -A (1) I \_ 1000 S.H. SECTION A -A 7) HEAD (TYP) _L / I i I _// / I I � �11/ I jr-INO P.W./5ESIGNER i , I SILL (TYP.) j I I i Woyne A. 21a,__:7_� I. E ELEVATIO 1 //- TAPPING SMS -1 X 4 X --,/H 548 B Hwy 27 VIEWED FROM EXTERIOR Irdv I I E MULL -ON IU3 � "I Clermont, FL 34711 1 11[____" / ....__ FIL License No. 52583 FLORIDA INTERNATIONAL, INC. EXTRUDERS -- I I 2540 JEWETT LANE I ! ! I _-, SANFORD, FLORIDA - -_ I I � �,__ I I E 1. - TITLE:SEIR. 1000/1500 FLZGE SHFET I OF F � ___ 1 __ - 4 -, � � I L , - C� � 1 11 f�: , I �, 4�_ 7�1 - _� � .� r- I - I I \_ I , - '�r�� 5 2 "I d 3 I t, jw� � - � �_ TAPPING SMS - . . I . -1 � I 1000 ". HEAD ZTYP.� , - I- � . _ f.. O i, I �` , 1. � , �� DRAWN BY:iMSH 11,�.. I APPROVED BY: WAI? SECTION L7� . �,�� I I - : ". �)Nk_,. ". IDATE;6/17/04 � - ISCALE:NTS IDWC;.: I HMF!_ CIL L-1 I - SERIES 1000 & 1500 FLANGE VERTICAL DE51GN PRESSURE CAPACiTIES iN PSF 11 CAPACITY - CAPACI - TY CAPACITY CAPACITY - CAPACITY - _____ CAPACITY CAP-AUTY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW WINDOW 1X2XI/8 1X2X1/8 I 1 X2X3/8 1 X2X3/8 TX2 7/16XI"a IX2 7/16XI/B tX2 7/16X�/$Ix; 7/16X3/0 1 X4X1 /8 CALL TIP -TO -TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE PULL TU13E MULL TUBE MULL 1 TUBE MULL TUBE MULL S17E SIZE 2 ANCHORS 4 ANCHORS 6 ANCHORS SECT. A -Ail) SECL A-A(1) SECT. A-A(2) SECT. A -A( ) SECT, A-Aii3) SECT. A-A(3) SECT. A-A(4) _�EC7� A-�j4) SECT. A-A(5) SECT� A-A(5) I SECT. A-A(6) SECt A -A 6 A-A(7 __________ 12 19 1/5 X 26 336,5Z 732.42 692.83 ,336-52 I 1 752.42 336.52 - 732,42 - I I - '.... - 7911,81 1187.72 - - _.. __ ___ _ 791.81 - 11-1-- 1187,72 _HSL____)_ 1187.72 - . 13 I19 1/8 X 35 3/8 209,72 ___33,15.52 317.66 209.72 .429.55 - 209.72 _r1ii._6_2____ 456.46 209.72 _____ 456.46 1 493.47 740,20 493.47 740.2-0-- - 740.2,0 14 �9 11/8 X 50 5/8 131.23 131.23 152�75 'I- 177.46 -,-- 152.75 1 52�75 271 83 __== 359�41 1539.12 __ ___ 359.41 ____ __ __ 1539.12 __ 1539.12 145 II _ _ _ --.----I----- 9 1/8 X 56 1/4 94.13 94.13 __ , - - ;A-' 9 , 127,29 1, 135,81 1139.09 135.81 194.97 1 31 9�55 - 1460.17 319.55 1 479:33_=�4 79.33 15 r ___�____ ____ - I 1/8 X 63 I 65.97 - 65.97 E127.29 89.21 89 2 1 8q 9 t 8, q7_AA 197,48 I 1 19.85 11 r--- 136.64 _ 282.02 -_ _ ------.-----I--�7----------------------l� 1423.03 282,02 1 23.03 _-4- _ , 1443 03 16 1 19 1/8 X 72 43.49 43.49 58,81 5818-1- 64-27 164.27 90109 190.09 1212.62 I 1212.62 296.98 1296..98 1365�75 17- i 19 1/8 X84 __ 26.96 126.96 __ -, 36,45 - 36�45 I 39.83 I .39183 55�84 55�84 1 1 31 �79 ' 131.79 � 1 84.08 184,0 !��l _ 129A,0.3 , ..-...-... 1142 - 25 1/2 X 26 -.------ 262.87 --'- __ ___ 572.13 262.87 _____ ___ _... - __ 541.20 I 262.87 - 572.13 - 262.87 572.13 . i 618.52 I . 927.78 __ 161B.52 92738 ____ ----.-. - 1927.78 - 1 HL3 Z6 1/2 X 38 3/8 157.93 239.21 157.93 323.48 157.93 343.74 I 57,93 343.74 1371.61 557.41 71,61 i,57 41 1557,41 - IH4 26 1/2 X 50 5/8 97.25 97.25 . I 113,20 I 3i.51 113.20 143.71 113,20 201.45 1266,35 399,53- 266,35 399.53__�399.53 - __ - 1 I 1455 26 7/2 X 56 114 69-43 __ 69,43 --- 93 - 8 "I - 93,59 I 0 0, -i le __ I 102.59 ____ ____ 100.17 --,--.-,.-- 143.81 lii�i�___ -3-39.42 " ' 1 235.70 35355 ,35.3.55 � 1 H 5 48.44 48.44 65.51 65.5 I t7l.'58 7 1.58 . 1 88.0 1 100.34 . 1207-1 0 236.83 207.10 ---,------- 310,65 �_�,_ I 1310�65 - - _1 11-16 26 1/2 X 72 ,31.79 _ 131.79 42,99 - 42.99 - 46.98 46.98 ___ - � 615.86 65.86 155.44 ___ 155.44 217.11 217.11 1267.38 1H7 __ 26 1/2 X 84 19.62 19.62 26.53 26,53 28.99 28.99 40�64 40.64 ___ 95,93 95.93 133.99 133,99 _7214.02 "----- 22 216.75 __ 471.75 __ 216�75 471,75 216.75 __ 471.75 216.75 i______ �i471.75 __ 51 0 _ 765 510 __ 765 1765 23 37 X 38 3/8 122.22 185.12 -1- . 122.22 � 1250.32 ._ _ __ 122.22 -,- 266.00 1 122.22 . 1266.00 __ 287.57 __._________ 431.36 287�57 1431.36 _ I 1 431�36 24 .37 X 50 5/8 73.34_____ 73�34 85�36 199.17 85.36 7---- Ll 08,57 ; 85.36 151�91 200.86 301.29 200.86 301.29 1301.29 745 ' 37 X 56 114 51 �9 7 51,97 70.28 ___:j48 170.28 - i 74,98 76.79 1 � 174.98 1107,65 ___ _ 176.43 254.07 1 176.43 264,64 11264.64 5 - - 36.01 - 36.01 45.70 - 7G 153.21 53,21 65,43 i I 74.59 1 53A6 176-06 � 11153.96 ! ! 230.94 . ; 230.94 - 26 r2 - 37 X 72 __ 23.47 � 123.47 31.74 r 31 74 .., - ; ; 134.69 34.69 __ � ___.____ _. 48.62 -",---.- I , 48-62 -,----- 1114-76 170.36 -----,----[ 114�76 _,_____ 1 35I � 61 � '98.27 , I ___ 160.30 197.41 - ------------- - T__ ___'_'____'_f__ 27 14.39 14.39 19.46 I 9.46 � 21.26 121.26 1 29.8 1 - 191.61 ____ 98,38 29.81 I_..___-_______ I_____________ - 417 04 - 214.14 1450.85 ----.-, 231.50 70.36 .. ..... . _� __1 -1-1- 676,28 ---_____��_-----��--�--,-.,-----.,--, 1347.25 -_ - --- - --- -- I 450.85 I 231.50 � . 198�27 1 56.q7 I I 1/8 X 26 191.61 417.04 1191.61 .394,49 � � - 191 61 - :'i-i -:_-_"_ I _ ....... 4 I 7.04 __ - - 4.14 676,28 347.25 - 676.28 347,25 33 �3 1 /8 X 38 3/8 9a.38 149.02 98,38 201.51 34 53 1 /8 x 50 5/8 - __ 56,23 56,23 ___�___ 65.45 _Lq_B '76 04 I , ,65�45 _- ,-,-,�-�--------,-�,�--,.-.----�-�.---------.---------- .83�09 65.45 116.47 154.00 "---------,--"---,-----------,-----"', 231.01 1154.00 � 23i.01 231.0 1 ----------- .. 345 _ I --- ,. ___ 53 1 /8 X 56 1/4 . . � . ____ I . 39.32 __ 39,32 53,17 ... __ 53.17 __ I 136.40 _. 56.73 1 - - ---- 158-10 - 56.73 81.44 133.48 ---I 192.22 1133,48 __ 200.23 200,23 35 53 1/8 X 63 26,92 ,26.92 36.4G- 39.78 139.78 - 48.91 __ 55�76 115.08 131.60 __ I ,.- I lj.�18 __ 172.63 - - . 172.63 36 53 1 /8 X 72 17.34 117,34 23.45 i23 -45 T5.62 125.62 __" 35.92 35.92 84.77 84.77 97.21 118.41 - 145.82 - .-- - .� ______�_,_ 21 -77 37 - 0-51 -ITZ21 11:�_i_i 1 .53 115.53 1 _ _2t.77 - - ___ _�_3 1 /" 8 4 _ 10,.,51 � _ � _L1__ - ___ - I - - - _,_ __ __ -.____1___________ ....... 51.39 7 1.78 71,78 120,81 I _ NOTES: - INTERNATIONAL, fNC. FLORIDA EXTRUDERS A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS ;NTO MASONRY REQUIRED AT EACH ENO USING 1 1/4- EMBEDMENT. 2'540 JEWETT LANE B) PRESSURES GIVEN 114 PSF ARE FOR 2,l`3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD. FLORI A THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.A USE THE TITLE� D E S I G N ?,�Z F '.� _ l - . , S�JRF �i OPENINGS DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO TKS CHART. I C) THE MULLED WINDOW ASSEMOLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDPADUAL WINDOW's LABEL RATING, ASTIA E1300 GLASS LOAD RESISTANCE 01, S - SEP. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS QFAWINC� WHEN CHOS4NC A MULLION, EXCEED I< WINDOW/CLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS - ________,_____r�PPR0VED BY: �4AB DRAWN BYIJBH DESIGN PRESSURE TO GOVERN. - ----.-I-- 674---T.,�--- W7C,- ------7-------- IDATF:6/ --AL6:'_FjL___L___TD_ . I VmFI f-, P F; 10 I __ __ - � - - . - - - 200"O DANSCO BE m M "a 0 go m- - M N jr .a ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Fl&da 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 a CD C) 2 Ln U, z t7. a I <0 ::) � Lj) v- V) 4 �>, 6 -� m C) > M %D CD ko _j < M %0 v- a- fy) I z Uj r-4 rn �� m Ce 00 Z �< 0 _j 00 LL i W m , C-) Ce ru -4 < 0. 00 z � E z Lu Lu �: 9 _j . w z C) C:) mi kD F_ F- UJ (-) Lu ::D = C) V) I 0 < CZ > IL Lu 0 V)w < CL CIO 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 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION F THI DRAWING ONLY. @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIED USE IS PROHIBITED. REVISION: DATE DESCRIPTION - - I VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD 13 L _j 0') V_ * I z 0 _j 5 m - m C) N I N LO I C) co T_ LO T_ L, M111L emaezawew I 1� 10 __�7 =410044mel onats . - � _! ,�, , 1 1 "I � - � OVIDEOMEST , - ,- , , -'� P', 4/ , �.�_, 1_11,� �..� L - ': F___T____4 J, L ,__� �4 ---1'SYVaMDW"41- 4 4 .. � �. .., - - - f- _�_ - . �,rf.-', A A, )�� -1 I I 1 - - , , , 97.-!�7-p-i I -:��- � a-�--'� I � A�f , 1 / � � I 1 1/114 1 /I , �/,; - - . " '�. - . , 'C' . � I ,� - � I �� I , � . ,.. ',> . . . - ,� --� i . I . , .. . � .: , - A J11 �, II ��' - - -, , 'L�� '% � Li -r ." � � � , > . 4'. � ,� I / P, , 4 �� co��.2 OR M111_�`IIV_/ OMIOIG V, 0)"As SECTION a - 8 - W'NOUVy" _= MAX SIM SPACE - 02 1 1141N. WOE INSTANCE I I .1 - ;F �_ . . ..� , " -- --.-- K I.; I ..'w *. I _9 SHIM SECTION A -A lmfix� III QTWSS SPACE ! \�:__E,E PICRE W I NOTES'. � i II rRIS PROM= NI DESIGNED TO COMPLY WITH THE 2004 FLORIDA RAIDING CIDDE. -1 --- � ' ,2i WNDOWAM VENT MATERIAL SML BE 305-IT5 ALUMINUM, ' ,3; WM AS qEO'D At EACM SET OF NSTALLAT' .ON ANCSORS USNS LOAD WMW SEOMS MAX i I - __ ___ : ZCO'i��BLESRMS-TACKTOBEi)4-.usFwm,gmERE-sp-AceaFtEATERr,4ANiiie;�iopRowr. ; 1 (4) v,r ZXA� CONCRETE SCREW ANCHOR$ PAUST BE OF SUFFICIENT LENGTH TO ACHIIEVE A WN EMBEWENIT � ; (5) MAX. ALLOAABLE . SPACING Or IIA- DIAL CONCRETE SCREM, WWN S' FROM EACH CORNER, 21r -.1 ___ - __ - - t", - i OF I IW INTO CONORM On MASONRY FOR I A WOW SUCK, � � ; ACROSS WUND * SI LL, AND 24r ALONG JAMRS. A I A � ,Z) CAULK BEHIND PLANGE WITH LATEX �AULX. APPLICATION OF LATEX CAULK MUST COMPLY W1 R I � 1 : . 3EAJ.ANT MANUFACTURERS RECOMMENDATIONS, 1 1 M AN APP"O MEMBRANIE OR MATERIAL $HALL BE PLACED BETWEEN ALL DISSIMLAR METALS TO I W_ CONTROL e3m VANIC CORRIDS". ,,S) I- EXACT WINDOW $=- IS NOT USTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR ; 1 I i AN I I GKOR QUANTY to) 5 IHICKNIE111 MAY VARY PER A151M S�11. GLASS CRART REQUIREktENT4. SINGLE QLA�!SD SHOWN, 11 roh , II) 0 GTASS ALSO QUALIFIED i �s t BILL CORNERS AND ALL ANCHORS TO BE SEALED NTH SMALL JOINT SEAM SEALANSIT, MD (11) ALL INSTALLATION ANCHORS MST K MADE OF A CORROSION RESISTANT MATERIAL OR COATING, ��. EXTERIOR EL VAIM - 11 r _______� _ " ___ 7g7�""�- , �,///, MILLOTM �_/ , " �. m8a, s -t P I SUNCOAST DESIGNERS, INC. � ; 9625 DENTON AVE, . ! HUDSON, FL 34667 �±" I= - MIR LUSUAWNT __ �7 SERIES 1300 ALUMINUM PICTURE WINDOW 1 INSTALLATION INSTRUCTIONS FOR WZONRY \�_ ==1=11, �Bts J I I _, %LLAT �M. //,/fi/17- 1-Nom uAwk a" P MAS PATE. 1�104M I _!:�,��N� I �� - / -,-A e165 i CIVIL SO�o ------T- L AVOL NO, 11 - - 2 [�L2�04 �1��S 2(�; 655 ANCHORS EVENLY SPACED � 11 __ ___1 -----= I,-,' ,_____ /- �� Z �__ / __N� - I / . // , 1�1' HEAD -X�� , , , I ,\ wMaw , // , ,F_JC,HT / # , / fl \ j I \�k 11 " / � 1 i I ; 811�_,__ � , I - --------- � --- - ----- L_______.___ ___.-1_11__.gt___! I , - . I i I e"VAX -1 " ANCHORS I 1 - e, km 6'MAX � -1-4 � MAX __�I I. ' __ -EVENLY SPAOED -'---- ! - ___ _: 1---------- VINDOW WITITI4 ---- I I -,-�.----------------�-------,.--�,---�-�-- T EXTERIOR ELEVATION 6'MAX 14EAD - / - 91 MAX I Ir MAX � Y'� DOW �-Ft__6�MAX `J2N T W-16J, i� : : : I ANCHORS 1 MUG � EWNLY SPACED � � J. � (TYP.) 8- MAX ---� --i tt�__ " St___ 1____---4�-' _]_ I II , - 91 MAX 1 ' ' A � F � I L __T_ ! 5"NIAIX 4 I-------- _,__ PNQHQRS __--i i - f"MAY i----- eyENLY "PA""o WP%;C;W WIDTH I-- ..... . __._� � I EXTERIOR ELEVATION Sy PEMIMR "Ot OTI*ft ;�001VIMAAT W14 MINAvamutw" -j=--j . 4 I .0-If 09 VA4wy CAM9ftlyma-drom 4 Iv��V,Qift_ -T-------- .__.�" ---\ � - mm.Rr. "I,, , . - 141., ED.E QWAN 111� ICE � MW ____ _TA 010 zr L- _?_1W � , ==- ____ ' * I __�_; \ , 5MMANMWI I I I \ � - 1___._117 _(__ ; a T I '. ,> I ,,�, � ,;��-c'-'-7 , X "I .01 _� I , > . .L EURMADIr __X 4 !.- ,�. _.� __�_ 4_ __ 4 , __--_vv,W0WWX�_ I '.q ..' � . . ,�� 7----! I . - I 4 � 1 4. - � I 4 .* -1- - , , ,,, , -. � '.1 T=,.,+, I: r - " "' -�:" , it- WNooW'1RWf . � ! I � 5�'E,ek � - __\ n '2 - � 1, i "TElIK'S �v _ I - IV o WRO -7 . , . . .. � .*, I � - , , *�, . , .- '; D. , 1 ; y 4. . � ... . - . . . - i , . : � . i . I. - , . . . . . ,> 41 . I � , " I . . �� t �� , I PPEPARED 8YID(CEIJ.E.fftWW6�Z 3738 MOM1001) M. R. U= MI NI�N45fVd (I)THSPRQDUC,TISDESIC-NFVIOQQMPLYVAMTK4D4)�l-ORiDAOVItDINGCOCIF,, SECTIONS LOW, V01 AND 2405� M THIS PRODUCT RtW*E3 WIDISORNE DE491$ EXTERNAL PROTECTION AS DESCRIBED NOTES: IN SECTION IBM 1-4 OFTHE FLORIDA BUILDING COM, MEN USED IN WINOBME DEBRIS REGION& (^)%%4.NVO�VMAT--RiAL:$W$-TSAA,UMINUtA. 141SKMASREQVATEACH��ETQF INSTALLATION ANCHORS MOO LOAD Or-kRII,10 GR 10 WK MAX ALLOWABLE SHIM STACK I BE W_ USE SHIMSMEPE SPACE GREATER T�IAN1116`19PREZENIT. {5)114'DIA.COtIPCRUF$CR-.VYANC4��LIUBTBEQF $UFFICIENTLENG111TOACHIEVEA MIKEMSEDA;EENTOP. 11V INTO COW�RETEI.�R MASONRY FOR IXW0OVSU(:KORANv14 EMBEDMENT OF I VVINTO SOLID WOOD FOR 2 X B" OR V40M FRAIVEDOPENII,10S (GREATER THAN I 3,r THI�� M ALL FACTORY APPLIED HOLES IN FRAME MaMIDER6 NOT DIESIGNATED FOR CONCRETE SCReWANCKOR66HOULD BE RLLtDWITH#8 SCREWS OF SUFFICIENT L�ENGTH70 ACHIEVE A MEN. EMBEDMENT OF 541'04TO MOO BUCK M USE IA11TX CAULK OR FOUIVA, ENT FOR PERVEMR SM APOUNtI EXTERIOR OF DOOR. t-�) INSIALIAWN $HIANN IN THE'St, N.97R=IORS 16 ACP�PTAPI.e FOR DMGN PPESSURESTO N PSF. DESIGN PRESSLIRIE$ ARE POSTTIVIE. AND NEI�;A,;VE (9) GLASS THICKNESS MAY VARY PER ASTM r-i Mi GLASS CHART REOUIREMENTS- SNG�E 13LAZED %4OWM, 1SISULATM GLASS ALSO OUK-IFIFD� ( 10) AM.91$U CORNEAS AND ALL ANCHORS TO 0 E SEA= WITH,%%LL 4MTr SEANI SEALANT f I 1) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL ANCHOR SPACING! SPACING FOR CONCRETE SCREW 'JiCHORS OR MOO SCREWS ON THE FOU OW NG SHAPBS, 4�Atr eyeaplml -OCTAGON -EYEBROW PEKTO0 , PAN .TR!AM,E -FULL CIRCLE _TRAPEZM 41ALF CIRCLE 46JARTER COICILE �OVALC 41JARTER CACLE ARCH 44ALF �WJ.E ARCH 4iALF FAN AS MAX. SPACING AT AMB CORNER I$ 6' ART! FOLLOW5 , AX�FAC4MaAT,qE-'ADOR$;LtCOPMFkISOP. ,I) F4 i ,� I RAX SIA040 ACROSS HEAD OR GIL 13 Q�. �4; MAX. SPACING ACRC$S,AMSS IF, 12-. IHUDSON, FL 34667 9625 DENTON AVE- NUM PICTURE WNOOV GFNERAL, NOTES FOR!N$TALLATION TMM SERIES 13WS ALUM DESIGNER SERIFS ��dz� ,/__ __ KNOTNEER'MARKA SMITH JwAvwsr MAS ,,'DATE /WW�4'��`71 � . -1 IRCAU� N � "L"N" �_ ,;"", - N - G- ,?�� --p1w.!�,_ "' __�t/_ �1/11_1__. 111!1�1�__ No- "I -1,1Z -.-.-",I ro' I OF 4 =aVMqv I 5t:U I FUN A -A SPACE i , - I \_==_ . I 110TES11 (1) THIS PRODUCT 0 DESIGNED TO C OMPLY WITH THE 2004 FLORIDA BUIaHNG COM. MAEIA BE 505S-T� ALUMIJIUM. I 'As E AT EACH St,T OF NSTALLATION A904ORS USING LOAD SI�ARING S�". IM" 3'8'N rM 1 .'A.Llr'- STACK TO BE JAI'. VU SHMS WHOke SPACE GROATERTHAN VIVIS PRESENT. ; �4) V4- VIA, CONOW�7F SCREW ANCHORS MUST BE Of SUFFICIENT LENGTH TO ACH(EVIE A WIN. EMBEDMENT OF 1 1W ,NJ Q CONCRETE OR MASONRY FOR 1 X WWO K". i (5) MAX� ALLOWABLE SPACING OF 1 1,Vr4A. CONCRETE SCREWS, WITHIN 6' PW,M EACH CORNER 121 AND Ir ALONQ.fAMS. I =11=tl NOEWIT14LATEXCAVILK APPLICAn4NOFtAT-'XCAULXMkgTOQMPI�YWTH . SEALANT MANUIPACTUIRORS RECOMMENDATIONS. W g= s==RAzO . TmArERIAL SHALL BE PLACED f3iiTWEEN ALL DISSIMARMIETALS TO (8) Gt_ASS, T HICKW-88 MAY VARY PER ASYM E-13W GIASS CHART RMULREMENTS, SINGLe GLAM SHOWN, SHMI INSULATED aASS ALSO QUALIFIED '9)JAM5 I BILL OO�E AS AND ALL AKHP95 TO BE SEALED WITH SMALL JOINT SEAM SEALANT- (M ALL INS rALLATION AMHORS MUST SE AkA,OE OF A� COR"JON RIESISTAN7 MAX, MATERK OR COATING. SPACE & I -, -1 � / � v - 1 \ SECTION 8 - B I SUNCOAST DESIGNERS, INC. K� ; 1 9626 DENTON AVE. . il �L_ r i� ___ - - __j HVDSON, Fl. 34667 I A 1; I A 11 I- SERIES 13MB ALUMINUM DESIGNER V%NDF* - �i � : INSTALLATION INSTRUCTIONS FOR MASONRY ; i WITH I BY V=D BUCK �� Bj ENG, : MAW,"Osirm :_ ---- W I-Aws, - L_�!__ 60 EXT9" ELEV" OM*PLM CML . 1-1 1 / ;; JAI 2MWAS� �1 I I 11 1-Y -7 -12;i. ' PL11MMI ., I - jRkV'L0TBk� 7 201`4 MSIGIN LOADS AND ANCHOR R_FQU1RF*fNTS A WIN "MUL-11111M ROM iffrm MUtICUT �kn * W I .I.kmq VVP pos, a.00 16.00 , 2 2 -96.00 +MOO 11 & 00 24AW 2 2 -54.00 +50,00 18,00 36.00 2 3 _0100 +46-00 10.00 4e.00 2 3 -35.00 +315,00 MOO 6040 a 4 _311DO +411.00 18.00 72.00 2 - - 4 - -z9.OG _ - W-C _iflo 2 ,koo 18100 2 y -800 2 00 24-00 2 2 -70.40 +7040 ZA 4:09 $6.00 2 4 -45.00 +43.00 24.00 48100 2 3 i -31.00 *31.00 24.00 $000 2 4 _M30 +13,30 24.00 72' 4 _4 +19.201 --ir RR - - ww, ___ - - f ------ _i __ 0 - W 474.10 40100 24,00 2 2 -*190 +52." S(LOO 36,00 2 3 -44.10 +40.10 301DO 4800 2 3 +41.00 30100 W:00 2 4 :51.00 Z%Ao +23.40 - AN- _*rr __A_ - 4- 110 W _i+H* 36.00 24,00 3 2 -40.00 +40.00 30,00 36.00 3 � -40.00 +40.00 36,00 48.00 3 3 -17.30 +27�w 36,00 00100 3 4 -22,50 +21.50 36.00 I 72.00 , 3 4 I -18.50 +115.50 I ,L2,00 a 42. 0 118.0n 24,00 3 a 2 3 i -40.010 -40.00 +AM00 +40.0c 42.00 n1*0 3 4 : � -4000 +40.00 1 42.OQ 48.00 �1 5 1 ! -25:00 +25.00 42.00 60,00 3 1 5 i +20.60 47-M 72.00 3 I 2 :26.60 i 17.30 +f7�50 48-00 48,00 1 $100 2400 5 41 2 2 _40M -4000 *60 440.00 +40.00 48,00 i 4 6:00 3 3 -40, +,W.00 4800 , a 00 3 3 -211.90 +21.90 43M 00:00 3 4 _M30 t18.30 - 00 , . _�"_ ___A.___,_ - � -;5140 +15.40, , 1 I , 3 -40-00 +40 5 0 Z4.00 3 2 _40= +4000 5400 445 Q0 1 15 3 +410.00 5A:Do 48:00 3 3 :40.00 I 2.60 +19.60 54.00 SA4 on 60.40 72 00 3 3 4 4 -til.70 -14.10 +16.70 1 +14,10 - , - - 70,00 ' ____4_ - � 2 + . 60-00 24 'to A 2 :31.00 2 &30 +2330 60,00 36,00 4 3 _Z2.50 +22-50 60,00 48.00 4 IX _t4130 +114,30 60.00 60,00 4 4 - I 4,60 +14.60 Moo 72,00 A 1 4 1 -t3.00 .13,00 06.00 � , 15.00 - 4 2 00 +30xo ! 66,00 2A 00 A 2 :30 2130 +24.30 MOO Woo 4 3 -21.50 +21,50 66_?C�0 I 48.00 A a -itt.20 +10�20 6600 6000 4 4 -14.70 +14.10 1 - W:05 . Y- -yf.b- 7 -it ------- , � 4f, -_ --- 4v- ---9&10- _++a9_ MOB 24�00 4 2 _241_$0 +22.80 72 lo� 36 4 15 -191,30 +19,39 2 7 �Jn; 72 103 48'00 '00 6000 4 4 I 3 4 -170 - 3.70 +16.70 + &70 I , 7240 72* - .00 A 4 ___ __._L_=jj____j_tjjj4 40 0 _j - - I -.1. ft-- - - T ,-,2 �' 0, __ *' 1.1"I -, " - N � r8_60- 2 2 1 0166 nm IS: 24.90 9 2 - 50-00 �50.00 18.90 MAX) 2 a --80.00 +80400 I 11�00 48.00 2 3 -80.00 +66.00 18,00 60,00 2 4 -80.00 +80.00 18.111, 72.00 2 A =so .-OR too-09 -or-01 18100 2 2 - -40.00 +010100 2400 2A,00 2 2 -00.00 *80.00 24:OC 36.00 2 3 -".Do +Moo 24.00 4840 2 3 -80,00 +80,00 24,00 Moo 2 A -n-00 +75.00 Z4.00 1 77-00 2 4 1 -65.00 +65.00 1 I � 3O.Go --- MW 2 2 -8000 +50.00. t 30,00 24joe 2 2 -.00:00 +Woo i 30. -Moc; 2 S _30= +80-00 304900 48.00 2 3 -00,00 1 +65= 1 30.00 80100 2 4 -55.00 +33.09 , 30 72,00 I 2 4 -t%.00 + 100 36. 13400 3 � 1 _Moo _4*80-or 46,00 2*00 3 2 -moo +04%00 M.00 38. 00 3 3 -40. " +80.00 U100 48,00 a 3 -56.00 *56 00 3600 6000 3 4 -48,00 +":Do 36:00 72:00 3 4 -3�zo +519,60 42,60 19.0-0 ____3_ z H -4 05 ---+-6-07 ,W 42,00 7,4 PC 3 3 I -80.00 +0000 42.00 36:00 3 4 1 -S&CM +58:00 42,00 AS ft 3 5 -54.30 +54.80 42.00 60:00 3 " _A3J5O 1 +43.50 a 2 _5540 *35.00 � 14240 44,-05-- 1 s 2 -80.W TVFW A5,00 , 11:100 I 0 3 2 -80.00 -80.00 48.00 36.00 3 $ 7 -5 �00 +57.00 4&00 413�00 5 a -49 00 +4900 46�00 60.00 3 4 -41:30 +Z.ili 48 3�.___ 4 _35�Do +35.00 A 2QZ7,60 - --- -- - 3 2 _Woo �80.60 1 $400 24.00 3 2 75,00 +MOO ! 5400 : 36,00 . 3 3 -30= +-W.*O 1 54,00 , 54.00 48 SO: '00 3 3 3 4 -441" -38.00 +14.013 +46.00 1 5A.00 I 7ZOO 3 I -35.00 �4.0 00.00 Is -COD 4 2 - -00.00 - +80.00 60.00 24,00 4 �' -70.00 +70.00 60.00 3WOO 4 - -48.00 +43.00 60.00 Aa-00 4 -41.40 +41.30 60.00 60�00 A 43.1 - 3640 +3MW --Owo - 4 . -M.00 I +I&OU I , �210_ I a 4 2 _80,00 - +00.00 $4,00 24A0 4 2 -95.00 +4500 $$,Do 36100 A 3 -A3,00 +43:00 96.00 44.00 4 3 -37,00 +37-60 6$00 SQ104 4 4 -;S:5,00 +215100 nbo __ f- ___&__65_ 72,01) 24. 1 9 4 2 -60.00 +60,00 � 72.00 ..09 I . 13 _46M +36,00 j 7�Z.00 48.00 4 3 1 _35�00 -3500 60.00 i A 43500 : L7100 , '9k_ 72.90 I 4 +3500, RP19N LO" A#%AqqHOR RIWRA� WIN _�1`1%F_11= -4rm AM .. witAm WFICUT WFAII .* %fli _IAMRS NEG. PcIR_ f - -Fa .- � � - I 8.00 --- _2___F_ 2 -200.00 +80.00 I Moo fe,00, 24-00 56.00 z 2 2 3 -117300 - 50:00 +80.00 +59.00 to-00 48.00 2 s -137,50 +80,00 I 8.00 60.00 2 4 - 1 30.00 +60.00 a PC 72-00 2 4 - 1 141 1120 cm 124.00 2 2 4F. -Il"Ok 2ADO 2 2 130.00 +00-00 24AD Z4,00 30.00 4a.00 2 2 3 3 -1126k* _IM50 +8&00 .919-00 241*0 boloo 2 4 -103,50 � 40-00 ZA.00 I 71.00 2 A ; -90.00 +BO.00 I - MOD Moo 2 2 -200.00 +80.00 30,00 2400 2 2 _113S.00 +80�00 ".40 30.0 G : M 00 48.00 2 2 3 3 -110.00 _97�50 + 00 SO. +50.00 30,00 60-00 z 4 -90.00 +00� 00 . 40,00 72.00 2 i 4 . -73.00 Z61 30.00 MOO 24,00, I $ 2 2 . -192.00 -IMOO -IM"'t +4040 315.00, 36.00 3 3 -1100.00 +Moo AILGO a 3 -87,50 I +50.40 iMM 34,00 "00 $ 4 -80.00 +80.00 36,00 , 72.00 , 3 i 4 i -66.67 , +65.67 , 1 42.00 18.00 3 � I W_1160,00 Mg 42.00 24.00 3 3 I , 7 at, * I 1 42.00 308_00 3 4 -9286 I +90.00 1 .2.00 42,00 43.00 0100 a 3 5 -00:36 +40.00 +?Zs$ j 42.00 72.00 3 2' I :72,68 60.30 +aO.50 i 46-00 MOO - 3 2 -1140 ' 00 +80 5v 40.00 24,00 3 2 - 12.50 +00:00 441.00 Moo j 11 -$71$0 +#*,Q4 40.00, 48.00 3 13 -70.31 +70.31 48 00100 � A _S7.50 +07.50 8.00 4 .00 1 72.00 I 3 4 _51525 +56.25 5"(.06 10.0 I 3 � 2 -133IS2 +110100 , 49D 2A.00 3 2 -41,08.15 +150,00 54,00 �6.00 -) Zi - $176 +40100 54.00 49.00 3 3 _SS 01 +68.91 54.00 MOO $ 4 _43'25 +6,3�25 S4.00 72.00 3 A -53,99 +N,99 60.00 Is.00 4 2 _120.m---�W.00 5000 8o:;0 24,00 30.00 4 4 2 3 _03.80 -ao.00 +80100 +80.400 90,00 48.00 4 3 -67.50 +&7.w 50.00 _15CLO-0, 60.00 _22v00 4 - -A-- A __ 4 -60.00 --- !2!:t,4;5 +60.00 -+SI.43 66 100 .1.00 Is= 2 00 4 A 2 2 JJ,:oo -06.20 +60�00 +6040 MOO 'A. IJ,Oo 4 3 -77.27 4�77X S"O 48.00 1 4 $ -151.55 .41�315 06.00 Moo 4 4 -5727 +57.27 G6.00 72.00 4 A 1 _ 33 47- +47.73 -7-2-0 10,00 4 2 1 -104.00 +80,00 7.1100 24,00 4 41 -90-20 +Moo 72.00 3&00 1 4 � 3 1 - 500 ++ 76 52 "S 72,010 4&00 4 i s -76 :50 I a 00 4 � 4 I _51, li- +53' a I 7,1ZO 7,2�29 4 - 4 -44 Mao- t+#600 I fffiNIN LOAM AND ANC RE--RVA6WT2k ommaul-RE. MROM11-11M a - M-049y V.99 , - I.W _Wk 18,00 Z4,00 2 2 -17540 �80. 16,30 36.00 2 3 -1 50.00 IMP 18.00 4&00 2 3 -, MSG +80.100 18.00 &3,00 2 4 -130.00 +So= __L-_M___ZL220_ __,2L___A__, - 1 11-1- -" 24,00 24-00 2 I - ,,. - +5G.00 24 OD 2A'Z 3$�00 40.00 2 z 3 3 -12"0 -IIZ.30 +00.90 +00,00 2 .00 60.00 2 4 � -103,150 +50.00 2A4. . 72,00 Zkod 2 2 4 - -_F= ;� _%qr _ I �615 __r 1W 30.00 Won a 2 3 a I -110.00 _97-150 -SO�00 +80.00 301,00 60,13(l, 2 4 90.00 +90.00 72. ........ 2__ ____4___ - W2. M9 __Ag__A0_, 36,00 24.00 3 2 Z:--'I + 36,00 4600 39.00 AS 00 3 4 3 3 _Mmo -87, so +90.00 .90�00 M:00 60:00 5 4 $0.00 +90.011 7240 $ - 4 -66.67 .66.67 _A0.00 4 00 , �L 24-00 __ - - - 3� J --, ",'.Ta 4�ftw.w I 8.00 3 4 _92,56 +00.00 iA2. A ": '.0 'a 5 -SO-no �80.00 .,':'w , 2 I 2 3 - 72.80 +72�" 16 .00 -0 f__2 .�2 110 - K.6- ___ 4 2 7 _80150 -I III." . ,so __ ,W _39- 4akOO 43.00 I �J`6'00 1 48,00 6 s 3 3 _67.5a -70-31 +80.00 +70.31 I 4&00 4a.00 1 60,.00, 72.00 s S7 A 4 -67.60 _M25 .67.50 .SS.25 I 64100� 2A,00 3 2 _1104115 +80= 5410o Iof, 3eloo 3 3 z ... M75 -01541 -MOO .68.91 542 1 el-'s 31I A -63.25 +63.25 1 54.00 72.00 3 - A-- _W + 53.111, tab �00 00 ;a4.00 00 ,48-00 4 4 2 �3 URr _80�(K) +at, +moo ON'D 4 3 -67.30 +67,N cio.00 50.50 4 4 _60100 +50,00 --I It* -410.- -----4---- -r'- -5hA 4W'o $000 M_ 4 3 _777 41.7 477.27 SSW 'No r 48-1.100 60.00 I 4 3 4 -61' I N -57, I 2? +07,17 ", "' � 72.00 I 4 - 4 - -4 a 7�7 +47.73 _;too � 00 2A_W 1. I -.2 MITI �I . I +MOO 71-00 1U.00 4 S -75. +75.00 79.00 4900 4 I _d2l +61,50 72�00 60:00 4 4 '55, U +55,00 ?Z1Q0 72-00 4 4 -M +60.00 WINDOW I WIDTH AM up� r__ -1 � I . . - - 01M I__j 4-7 I iWINDOW HEIGHT A=---] � A=======� I ILMW ,I- _4 fXrRAI'1�IRV_WA11ON NOTES: (1) THISPRODUCT IS DESIGNED TO COMPLYWITH THE 2004 FLORIDA BUILDING DOM SECTIONS i6ots. 1707 AND 2406 (2) THIS PROD= REQUIRES "DWANE DEBRIS EXTERNAL PROTWTION AS DEKRMO IN OCWKM IeW.1.4 Of THE FLORVABLIA.01140 C=F_ V44EN USED IN WIMPEORPIE DEBRIS REGIONS. 11WHOM MATERIAL � 8063_�TS ALUMINLIAL , SHIIA AS ft" AT EAC14 GET OF INSTAUAT)ON ANCMR0 USING LOAD WARIND SHIM% MAX ALLOWABLE 84M ISTACK TO BE W. USE SHIMS WHERE *PACE GREATER THAN Via, Is PRESENT M) !A- CIA. CONCRETE SCREW ANCHORS MUST Be OF SUFFICIENT LENGTH TO ACHIEVE A NEN. EMBEDMENT OF I IAV INTO CONCRETE Oil MASONRY FOR I X WOOD BUCK OR A 14K SWASOMIENTOF1 I ?7 INTO SOLIDWOOD FOR 2 X BUICK OR WOOD MAMEDOPENJINGS M USE LAM CAULK OR EWNALLNr FOR PERIMETER SEAL AROUND EXTERIOR OF (8) IF EXACT WNDOW SVF tS NOT LISTED IN ANCHOR CHART USF THE NEXT SIZE LARGER WINDOW FOR ANCHOR QUAN't". (9) GLASS TMC104EOS MAY VARY PER A" E-I WO GLASS CHART ReQUIREMENTS, SINGLE GLAZEDSHIDIAN, INWLATEDGLASS ALSO QUALEFIED. (101JAMB I 31U COWERS AND ALL ANCHORS TO BE SEALED WITH SMALL �IOINT SEAM SEALANT, (Ii) ALL INSTALLATON ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL ORCOATNIG �11.1140.TAI, MWtOL)RATIONSUrEDONAK14ORCHARTARESP,OYIMON-rHis . . �WM INSTALLATION SECTIONA,A Is 0,10 APOLYTO ALL CONFIGURATIONS. (13) THESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE USE OF W ANNEALED GLASS INUTeS ON COMPARATIAE ANAILYSS & ANCHOR CALCULATIONS. (1) CALCULATIONS DERIVED FROM TESTED UNIT17, TEST AIRPORT V CtLA I MWI I STEOUNfTWA4`0*,?r.??, USING V41")ANNEALEDGLAS3 W. DOWASM 7FSTEO UW WA$'&', W a 0, USING IN' (*" ANNEALED GLASS, (4) NSGATAIE DESIGN LOADS IIAGO ON 000111PARAIT4 ANALYSIS (.00) & GLA86 CHART FROM ASW F-A30GAND THE FLORIDA BUILDING CODE, (4) POSITIVE DESIGN LOADS BMW ON OOMPARATIVE ANALYSIS IntO &MAX. WATER TEST PRESSURE (6) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE, NOT TOTAL QUANTITY PMAK. SPACING AT HEAD OR SU COMER IS Ir. 2 ) MAX. SPACING AT JAMB MAWR IS 9' MAX SPACING ACROSS WAG OR BILL M 20F M MAX SPACING ACROSS AAAMS 16 20'. SUNCOAST DESIGNERS, INC. 9625 DENTON AVE. HUDSON, FL 34667 'rm* SERIES 1300a ALUMINUM PICTURE WINDOW GENERAL NOTES FOR INSTALLATION * INSTRUCTIONS (118" ANNEALED GLASS) /&_/ ENGINEER, MARKA, SMITH ItIm""NOY" MAS In"Tr- 1211104 / X/- ,/,, v 0151"Ar. QVIL rt-11, WT.S. = NOGOILow - - __FLm`aNC` FAT!E. WAS nn_ _Tj-&. ____ S"11 � - r-, L-A r- , OF i2 I _ _ PROPAARDBY"CaUNT&WREEM0 �N?UKIROftMOD$,,SAR420TA.FL,3*n&PH24t44.-,OM NOTES: (1) THIS PRODUCT IS DE$*WDTO COMPLY WIN THE 2OU FLORIDA SOLVING, CODE, SECTIOINS IWO, 1707 AND 2405. (2) THIS PROIDUCT RJECULRES VVIDSCIRINE DEBRIS EXTERPIAL PROTIECT110H AS DESCRIBED IN SECTION M&I A OFTHE FLORIDA BUILDING CODE, WHEN USED t4 MA)"NE DOM AMONG, (BIV&NOMMATEIRIAL, �$OWT5ALUMIINQM (4)SHJMASR1E;MA'rFACH$UOF INSTAUATIONAINCHORS USING LOAD BEARING I I - WOMW - SHIMS. MAX ALLOV%IAGILE SII-W STACK TO BE IW. USE IsHIMIs 11WERE SPACF GREATER WIDTH 11 THAN I Is" IS PRESENT. r- -1 §= (6) 1W Dik OONCAFM SCREWANO*IOAS MUST IM OF "FICIIENT LENGTH TO ACHI" A WN, EMBEDMENT OF I IWINTO CONCRETE OR MASONRY FOR I X WOOD INVOK OR A MIN -It I I . I -i a: EMBEDMENT OF I IW INTO $M10 V40M FOR 2 X BUCK ON WOOD FRAMED OPENINGS I "7 (OREAM 11iAN 1 SW THICK). FACTORY APPLIED HOLES. IN FRAME MVA09AS WT DESIGNATED FOR CO"OREM am-i I nALL REW ANCHORS SHOULD BE FILLED WITH dS SCREWS OF SUFFICIENT U5NOTH'PO AOHWM A OR 141%ftOMEW OF SW INTO WOW WXK %= LATEX CAULK OR ECIUVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF = LISTED IN ANCHOR CHIAAT� USE THE NIEKT SIZE LARGER M %=N0T=1`1=T, (14 GLASS THKW49$3 MAY VARY PER WM E-13M GLASS CHART REQUIREVA94TS. SINGLE GLAZED SHOWN. INSULATED GLASS ALSO OVALIFIM I= - j X WM aj � �JA i BILL 00APIERS AND ALLANCHORSTO BE WALMA" SMALL JOINTOFAM R;--------.- ----",-,- LLAI(Oft &I 1) ALL -44A AM.-HO MUSI US WM Of A WIRMISION RIES191ANT MATERIAL R COATING. (12) NOT ALL CONFIGURATION$ USTED ON ANCHOR CH40T ARE SHCIAN ON THIS 1=11i�T1-- - _� I- I= L� PRAVANG. HOWEVER, INSTALLATION SECTION A -A &," APPLY T.*.A�� Tlr$� lkx� 0317HESS DESIGN P1,11ESSURISS AND INSTALLATION JSTHLvCTIO OWTM 1W ANNEALED GLASS. NOIVS ON C90-ARATIVE AKA�LYIM A AMCMM CALCAULATIONIS: 2 CALCULATOONIs DERIVED FROM TWWW 11NIT, TEST REPORT # CTLA 13MW�I TESTED UNIT V^$'V, 7r x 7r, USING tAI'M" ANN64JW GLASS; AMA DOANSIZED TESTED LOW WAS'W� Gc'x Mr, USING 116'(3w) ANNEALED GLA", Qr 3810N ANALYSIS (p4 Is GLASS CHART AM?1E N (4) POSITIVE DESIGN LOADS RAM ON CONIPAPATWE ANALYSIS WO &WX WATER TEST PRESSURE, (5) THE QUANTITY OF ANG4iORS ARE FOR EkaH SIDIE� HOT TOTAL QUAWITY_ NG VAX BRAG AT HEAD OR SU CORNER 0 W MAXSPAC ATJAMBCORNFRSS' M M I (4) MAX WAC ING, ACROSS HEAD OR SP-1. 16 2tr. (9) WM. SPACING AC"It JAMB$ Us 2tr� 9825 DENTO N AVE. 7 HUDSON, FL 34667 WIES-EpIES 1300i ALUMINUM PICTURE WINDOW 1 GENERAL NOTEIS P1* INSTALLATION / / d4 INSTRUCTIONS (IW ANNEALED GLASS) / / A. SMITH __ 12JI104 "_ !��E ls�17-4;10r ____.__ flc`!� NL-� r"o I'll, Mcwt-Ink, CrVIL ws= FL_ � � kS 20M I 1212WOS � r" AIM` Akv,mront 79fr- M11 A 30,12 . VRW1AM1YEIICELL"TsoMNBEIuRo3_�I`0� ,FL.ta 1.1,04M . I I � I . NOIJBW . t03 PW� 13 015510 HIM TO COMPLY WTI+ THIE 2004 FLORIDA BUILDING, OODE. TI OT AND 2406, (2)THSPROUt)CTREOU"W-SVWDBCRNEDEBMSEXMRNA&PROTR=IONASOESCRISeD IN BECTON ISM I A OF THE PLOROA BUILDING CODE, "FIN USED IN WiNOEDAING DEBRIS RIEPIONS, (3) WINDOW MATERIAL 7 0QWT15 ALUMINUM. (4) SHIM AS REQ'O AT EACH SET OF INSTALLATON AN040M USING LOAD ISSARING EHIMS� MAX, ALLOWABLE SHIM$TACR 70 Be IAC, USE SHIMS WWWRE SPACE GREATBA. THAN TAB* IG PRESENT, (a) 1M"EXA, CONCRETE SCREWANJ;HQR$MU,BTGE OF SUFFICIENT LENGTH TOACHIWE A MIN, KMO90MENT OF I IWINTO CONCRETE OR MASONRY POO I Y, JAMO a" OR A MIN, OF EMBEDMENT I I tr INTO SOLID WOOD FOR 2 X BUCK OR VMV FIRAMIRD Oftm NGS (GREATER THAN i 3W TACIq. [-- WINDOW ---I WIDTH (M ALL FACTORY APPLIED HOLES IN FRAME M49,109" NOT DESIGNATED FOR CONCRETE fICIREWANCHORS SHOULD HE FILLED WTTIH48 SCREWS OF SUFFICIENT LENGTH TO r- i ACHIEVE A MIN. EMBEDMENT OF "'INTO WOOD BILJON, M USE LATEX CAULK OR EOLIAOLIENTFOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, -1.1 I - I -L-uz I CIS) IF fiXAGT MNDOW SIZE IS NOT LISTED IN ANCHOR CHART, (ISE THE NEXT SIZE LARGER WWOW FOR ANOOOR OUAN7frY. um--j T THICKNESS MAY VARY PER ASTM ra.1300 GLASS CHART REOUIREIMENIS, SINGLE =SHOWN, t I INS"TE00LAWAUSCOUALIP16D. . I 00) AM I SILL CORNERS AND ALL ANOKM TO 13F SEALED WrTH SMALL JOINT SEAM I WiNDOW W! H SEALANT. (I V ALL NWALLATION,kWHORS MUST BE MADE OF A CDR"$" RESISTANT MATERIAL I I I ORCOATING. (tZ NOT ALL OONFt0URATON$ LISTED ON ANCHOR CHART ARE 6HOM ON THIS DRAWING, HOWEVER, INSTALLATION SECTION AA & " APPLY TO ALL CONF;GURATONS, I L=---] I RES 0S) T14EM DWON PASSOU AND INSTALLATION NSTIRUCTIONS, ALLOW THE Use Of _X_A= ,W ANNEALED GLAOS� IMT_� . . ...... I -- �_ NOTES ON COMPARATIVE ANALYSIS A, ANCHOIR, CALCULATWNS; CALCAILATIONS ,� tm 0) 00"O FROM TESM UN[T,IE91`REPORT#CTLAIU5W-I imp"MRS1,016-T" (2) TESTED UNIT WAS v-, 7r x 7r. USING 1,W (4mot)ANWEALED GLASS AND A DOV0NSIZED TESTED UNIT WAS *V, 64" 4 $61. Q41040 I/$" =) ANNEALED GLASS. M NEGATIVE DESIGN LOADS BASED ON COMPAPATAIIE ANALYI 19 (PA & GLAW CHART MOM ASTMU-1300 AND THE FLORIDA BLULEatica CODE 10VT AWGN LOADS BASED ON WwARATwe ANALYSIS cof) assAx WATER (4) THE QUANTITY OF AWHOAS ARE FOR EACH SICS, NOT TOTA,L aAANTJTY. VAX SPACING AT HEAD OR ISILI, CORNER IS Or, SMAK SPACING AT JAMO COMER IS a, (a) MA.X SPACING ACROSSNEAn OR BILL M20'� (9) MAY, SPACING AJ�109a JANNIS 18 2W. INC, 9625 DENTON AVE. HUDSON, FL, 34667 I I -P SEPJU i 300B ALUMINA)WRETM VANDOW � I ? GENERAL ]INCTES FOR INSTALLATION � INSTRUCTIONS (Iffl- TEMPERED GLASS) i I 1 &KWEFt_MAFkA"5�rR"MGY-' MAS = 1211104 � 'L J-1-W N-T,S. 7 W, Sea.= C,V,1111 _ __ RVANrIsm ___ 2�6 �-Si-_ ___�71_7: =A7 I.,. A 7 OF 12 7 I _7 PIMPARIEDIFFMIELLEMI'LNG"FRUNG 37WXftGSIMXmMFi 34=2 ph*,J�MUM I � . �. � �. I NOTM, (1) THIS PRODUCT IS OT!,-AGHV D TO COMKY WITH THE 2004 FLOROA BUIL.OING COD E� SECTIONS ISM. 1?07 A14D Z405� WTH14 PROOUQT ReQUIRB4 WIPSIORNIF DEBRIS EXTERNAL PROIECTION AS DESCRIBED SECTION ISM-1-4 OF THE FLOMDA BUILO1690 COOK, WHEN USED IN WINDBORNE DEBRIS REGIONS. M WRIDOW WTFRIAL: 6=4`4 A' UM11INVIM. *3H`IMA4RVCVDAT6A0CKS1PrOF INSTALLATION AMOMORS USM3 LOAD 4EARINts 5HWiS, MAX.ALLOWkSILESHUA STACATOSE 1AC. USE SH" WHLRESPACF, GMEATIER THAN IMP Is PRESENT - I$) tW DM CONCRETE SC."01MCHORSMOST BE OF 40FJ`W,IaNT LENGTH TOACH"We A MIK MMOM04T OF I I AV INTO C004OWTE OR MASONRY FOR I X WOOD SUM OR A MIN. WIHODW MWEDIMENT' OF I Ur INTO SOLID WOOD FOR 2 X BUCK OR WOOD FRAMIED OPSMIRGIS (GREATER TKANI I 39r THICK� �_ - WKM ___� (6) ALL FAr 'TORY APPLIED HOLAS 04 FRAME MEMBERS NOT OJWIGNATIED FOR CONCRETE r- P&A -1 I sl;:REWAW�HMSS+iOULD"FILLE-E)VWTtiOaSOF(EMOFEUPF4CIENTLrekeTNTO ACHWVEA WIN. MWOMattrop WrINTOWOOD BUCK I --t. P USE LATEX CAULK OR EQUVALENT FOR PERIMETF R SEAL AROUND EXTERIOR OF f! T__ U,QR 0 On, mg Fix -O#Pc,. sge 13 NOT' LISTED IN ANCHOR CHART, USE THE NEXT SIM LARGER I I ,D� R ANCs1OR QUANTITY (9) GLASS THICKNESS M0kYVARYPVR ASTIM E-1 WO GLASS CHART REQUIR51MENTS. SWULS GLAZED SHOWN, INSIOtATED GLASS ALSO QUALIFIED. WDKKM,-,. I (10) = ALL JOINT SLAM � f OU COWERS AND A" ANCHORS TO BE SEALED AIITH GK �, ....... 1. � r BEA (11) ALL IWALLATKM ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING, 1 (12) NOT ALL CONFIPURATtONS LIMO ON ANCHOR CKART ARE SHOWN! ON T�09 -- ILM t DRAWING, "OWI� INSTALLATION 44BOTON A -A & " APPI Y TO ALL CONFIGUAWTIONS TM,% DE3JQIN PRESWRIES AND INOTALLATON )NISTIRLIQVIIJIM A"W THE USE OF . - -C 0ANINFAI-WeLAIM 7 �_ - I Lm 09_r_N2&_E_L"_AMN NOTES ON COMPARATNI'M ANALYSIS -a ANCHOR CALCULATIONS: (I) CALcuLATIONs mmvED I" rEaTED UNIT, Test ReF,oRr a aTLA I ubw.i R) TESTED UNIT WAS Xr� 7Z'X 72", USING 1/4"MM) ANNEALED GLASS AND A DOWNSAERD TESTED UNrr WAS '0^, Se . 3W. USING 114r C*-� AMAIM 00 OLAW. (3) NEGATIVE DESIGN LOADS BASED ON COMIPARATNE ANALYSIS W A GLASS CHART FROM A" c-isoo AND rLOAsPA. vuit.owo com, DESIGN LOADS RASEO ON WNIPARATAM ANALYSIS (Pxq &MAX, WATER 111.7= U R E. (65�) THE OLIANTITY OF ANCHORS ARE FOR EACH S40E NOT TOTAL QUANTITY. I MAX SPACINGAT HEAD OR SXL COAWFt IS 9', AT JAMB CORNF,R tS 6" 9�W,X:!S1PACINQ MAX 4PAC440 ACROSS HEAD OR SILL I$ 20'. M) MAX, SPACING ACROSS JAM41i M;V� 1 SUNCOAST DESIGNERS, INC. I I9625 DENTON AVE. HUDSON, FL 34667 1 ,0,-�,�Ivf�y [-- -11. r MAS I- j2ft*4 �, I CNPL I "e, pitlr.,L, -go - � 1. __ � "Al lRev r _ .. - 7-j" - -Ti6N WAa 200, __ - I 'on`� SMI, Lrrrevk a OFr 12 � 'i� I i212000 A . - PRePARIP0 BY EXCELLENT ENGNIEWN0 3MXIN0IwV,�oo r^. PrL Un? PH jaj.,ItI,� . . I SUNCOAST DESIGNERS, INC. VERTICAL MULLION DFMGN LOAD CAPACITUES FOR EXTRUDED ALUNUNUM TUK MUIJION (IL125 wallf) WHERE USED APIPROXIMATE SIZE OFTURETYPENWI-LION, I"x2'DEE?x IM"WALLS UWTWW IPM TW" A I T I NIFINT � WMTVVWQ W "IPIPV �FIRTV WT IVIPR A Vn INIVIrUT AL 0 V AINI AN T6"Q.rUA &T r-OW77 39.174 2000 yaw 3CON 37.40 40400 40" 4&"# 53AN 6&009 7L0110 26Q 646-5 .%4.7 , 5" 7 ___ 5947 554.7 SINL7 5".17 - MIC7 __ - 50 W1 7 S647 1 MO.6 , 6 -W.- t1181! 14C W.1 , W9 IM M3 2S3 IIW -MT- --N.-3 033 220.3 375 - WSM --7-2 __W_*7_ jAj I _fQ �9 -7 0-72- 191,9 ' ' 181,8 I8j.S 14118 , 2112 . 169.0 __ - lir§ - 144.9 M6 iJ$.l 13&7 1, in, 1 , - 1 , 13&7 , IN, & I"Is 151.9 1 134i IA&S 1 17al � 112.1 IZOA 128.6 � IX6 ' 1294 131116 I 43AQ 164.2 I 120 I M 1101.17 IW2- 5&7 91.9 _ 9'2.9 92.9 92.9 92�9 92.9 -S-75- __WA_ -1-1137- __9a __Wj_ __vj_ "4 - 91,2 7'-' T47.1 14�2 74.-I 79-2 - STW" -7= 96.4 --= IT16 7!ij 713 - 6m- K3 73 , ,6;.3 341,10" 114.1 30 1 14.3 6" 61�4 __6r4_ 61.1 fti SL* -47J ' F7D i7.0 (441100 41; 71�1 61.1 56.1 15&I 5ZA 49.7 I 47.7 46.1 453 I 4&3 634114111, $116 , _70- _51.2 47,S I -Vj,9 44A 41,4� - 71 38 .6 37.4 37.3 6cow M 7 517 I 445.0 41.1 40a 3LI 35.8 34.1 32.5 3J.3 )1.0 -73F- � Al 40.1 A] 11.0 , 3 -03 M - 77 2&3 23.51, 1 =116 21.9 vw-o ITO --T =9 M , !Zl 25S 24.0 2Z4 21.1 , ---I;T- 17.7 *A_0 3913 -"W 33-1) 24,9 -2-,17- _J�t) __ =& _'jr47_ 10-1 1-11 -711- --ITT- 12,1 9.8 911 83 ' 7.5 1M7 171- - -I" ___ _115 .. 9.7 1 V I I 87 1 7.9 . 7.3 - 6.7 11-72-1 _56 I 510- NOTES: 1, This chart applies ONLY to Suacoast "vers, lim.'s olmoloace tube mvillas wisno Sued bdwwn two ahlattinam, whadows. 2. Head wbWw wWth *W Iscight is imOHNI. 'r a shight wirmlow vall, NOT the ova L Window width as sbawn a* X axis of chart am 19 ran whaftw assmW width. 4. Malt Is not Imitcd to two WWW valls; to a skagk opanvielh design IoW capacities apply to my amber ofIvindow oullis of six" Raw on chart, In a single aimaim'- S. Design pressure capacities Uftd ** this chart are In M, M111ILLION INSTAUATION REQUIREXENTS:- 1. Attach mullIms to substrate v"g Suamst Doapers, Inc.'s mullion Itubca, ft at enis a" of mullien. 2. Wood Irtused openings: Aacbw to substrate uslag #12 wood screws of sufficlent length to Achieve a exislanam, embeduent of 1 112", (Sim chart art "C"d 1*0 for qomtft of anduan per malliens cfip)� Ii. Nissoatry op"Ings: Anchor to salbstrals using 114" DhL Taptem gmffKkat knob to achieve st ustalleam, embedment of 1 1/41'. (S" chart an secoad sbed la qua" of suchon per malk" tup). 4, Attach witmiaw ftew to inuffim aft #3 self taWag shad metal Kmws lbrono suastaftelvivers, pro-labriated tmoftiim bows. - 1. 'r I 1 Ii i -. �� , 1 14 1 , I III i I 1, i I I tr I J, , i - I I I I I I 11 i ,I I I , j= 1 -k---*- j! =1 . � . ) H � 41 , � 11 � - ___j I �i I : I i I I "� 191 L 6 L_AL__ < 11 j�� I S -,- , , - -_ I - ,.-.. " - - - I ,_�___ _.- % " ,�'.::,�-,---,.<� ---'�,_ - _11� _�� -,, �� -.-,�, .\ _.- .�� - - 11 � - Mat A, Smith - ----- - ,-:��' " -:T, �7'-�,., 1 - ^ Fl, Reg. No. 53511 ZZ: __ I " , 7 - - - Prepared by EXCELLENT ENGINEERING - :: 1; I I - 3730 MGSWOOD DR. .. - - . - , - 7� __� - 11 SARASOTA. FL 3W2 10 : .� /__�� _.- ,.:-" , "IKZxl 172 -�-, ,_-C-77 - , ', -$ ToN Nu)I�V I , . _ � � � �' - � I � - I - ... � - . - , I r. I � I i , ,,` L I � ._j n L �I 11 I I I 11�2- �,__'11 I V��, . SUNCOAn DESIGNERS, INC. QUANTITY OF FASTENERS FOR VMTIM WfJLLION' DESIGNLOAD CAPACITIES C-ow .r ...h - ..ff .U. at .4.d- .I., A.& d_;,_ -- roma .h-.t t of I- I arr"'i" I , �, � 1 ri ", M��"��Wd I— �, -- Id ft " �1` � �� 111111111111111�11111111111111111; 11111111111111�1111111111111111 111111111111111�111111111111111111: wmi!in 1111111111111�11111111111111111 11111111111111�11IIIIIIIIIII 111111111111110IIIIIIIIIIIII 111111111111111�1111111111111111 11111111111111111�11IIIIIIIIIII IIIIIIIIIIIII]IIIIIIIIIIIII IIIIIIIIIIIIII]IIIIIIIIIIIIII 1111111111111�1111111111111111 IIIIIIIIIIIIIIIIII1�11111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111110111111111111111111, I : 1111111111111111I]IIIIIIIIIIIII i 111111111111111(1111111111111111111 111111111111111�11111111IIIIII! : IIIIIIIIII�IIIIIIIIIII� ��;� a L21 11 � �� 1 -- - - EXAMMS OF VAT_I"LIj MU"Q =j AULICARLE TikJALS QML 1. . 1 � ! I NOTE- (1) This product Is dallined to contpy with rite 2M Mrick BuIliling Code, (2) Mullion and anchor strap material to be 00-TS Aluminum, (3) Ali instslisdon subcars MUST be made of a corroska mkbat material or coatimil. Prepared by EXCELLENT KNIGINAIRINC; 37M KINGSWOOD DR. SARAWYA. FL 34231 .. �. � I - .... - , - - 1 - . I . - . I � - . � I . . . � - . I , - - I Mak A. Smith . -_ I _�_ �, - FL R* No� 55511 _. � '� _ . . � _,� - I— - I I . � ,� � � � . - � 2of`2 - - . - laxi-STUNtMun-v �� I . / I . ,� � I . I I , � � ,.- - . , , , 4 / - ��_ �40,�� SUNCOAST DESIGNERS, INC. HOFtIZONTAL MULLION D'ESIGNSLOAD CAPACITfES FOR EXTRUDED ALCATINUMTUBE MULLION(0.125 wall) WHERE USED ' APPRO-VNLA'FESIZFOFTt'BF'n"?ENftii,LIO'4., Y'x2I/2"1*tYx I/8-S1*XWAJ,lJS&R8"UN0WAU,5 Rv lr%vv Is %.r%%1A A it I%nv.t �u XV1 %,'YIAWQ IN II4 PU r TR F� WTIVT III A k-ft PWIr_3TT A P V I.RAV04 nN TM.q I'M A RT AN111 > 38.240 if 5100 1 64.ON 7LOOO, 1 74.4M 80,00 I MAW � .96.0W 1 106,11M L20,000 144,01311 . 111kh" 19,IZ5 1 191.0 jz6A I 101t) mo 1 83.7 66fi 1 41.4 37,9 1 28.1 1913 . -11.1 26-51110 t$8,11 IRA -I&O 6,9,0 6 I �9 4S.6 36,3 27A a,"; 1 14.1 ' - 1 S11 32.WQ 141.0 I S8.0 0.4 56LII _411's 4LI 30"i �113 117�12 11's . 6,7 361") 144M IN 3. 4 - - 63-0 - __ A2.1 - 4,7,-, - - - - - 37.Z - 21.6 - - - 21.0 [A.4 __ W.5 1 631 _= -1700 144�0 Azlt� - 611) SLO 46.7, 36.4 � 26,q , , , 2(0 P P i Po i U.1 Rh 3 5.9 40AW 14,10 - 19A) slk(k ZT) 43.9 F7, , = 1 , . I" . . � 1 wm 9,6 �_i I 44.0" [43.0 7-"o MAI, I 4(ifis 41A) 1 31.8 233 1 17�7 1219 818 i.() I 4&00 11,13,10 75-0 14-0 4�,5 _48.� I -_Q,).t 21-8 1 1(,_� 12,0 q'I 4�4 I lmwii 1 14�m? i.4�0 5 ,I. 0 40.1 1 146 - "77" 2" I 17-1-1-- 71 1_5 W.0" 1 1 w'p _.__�_._ '! i I) 511 ji 38,0 1 34 4, 1 t 1 I&S 1 14.11 1 11J. 1 6.5, 72.UN - 1 143.0 74�fl 54A __ 36.1 1 �2A; 1 ZZ4,4 1 172 1 12.6 1 S. V ___ �Z.9 N a r F-v,: I �'l his cbart applies ONLY to Suncoast Desigarm loc-ts aluminum tube mutW when used between two alonvinvin windows. 2. Read window width and height in juthe& 3. Window height as shown on Y axis of chart are for It single window unit, NOT the overall window assembly height, 4, CJ1nir(J,N no liTnited to two window units in a single opening, design ioad capacities apply to Any number ofwindow units of sins fisted outhart, in a single opening. S. Design pressure capsettles listed on th Is AS rt a re in PSY. MULLION INSTALLATION REQUIRENMENNTS. - 1, Atueb mullion to substrate #Mog Sune0ast0esigners, Inc.'s multion anchor clip at each end ofatultion. , I multiop (ifoseAki to kortsontal maNjov, visiol; Suvcoast Designees mullkm aftchor C11 2, Aftach verWA pat top ofvcr(ica� mallion, 3. Wood framed openings: Anchor to substrote using fIll wood screws of suirwicat length to a chieve a minimum vinbedmentafl I!2'1.(Stetb#rt oust cocni sheri for quantity or anchors per mullion clip). 4, Nissorry Mning,; Anchor to Nobstrate using IJ4" DiR. Tapcons of.�uftitot length to achieve a minimum ewhednatntoft 114". i(See chart on stound sheet for quantity oranthors per mulliGo clip), $, Attach window frames to en,j][How usittg#8 Atiftapping sheet metal screws through mismstatturers pre-fikbricated installation ho,tm. _ --- ___ -1 11 11 _�)-:�- ,,- i I , Ii L , _-, I� �_ i2 I " 1 jr"_�,� ,�I "; �- -,�*_��, I ,� � � I - �;tj�� -,. ,� ,�, I � V�111 �___:� - � , -,� . K i�l� __�r , - , ,�, �_ "R - - �7 , , f t � � I I _<" �, , I I - �'. � _� - , - _1� ; _ < , , ,,,:1" I , I I :1 � ,_ i �� .- -_ `� - - - _�, - , �_� ,�, I � ''. i . ; I 'r i� i 11 . 11 __-, 4. " L_-_�_- -_ � I �>_ rl_��__ , - , � �__�___�;"_ � . I L,-�-.--.,----,----..----�-,--.---,.--J -, __ I .- - �, I . __ . - - . .., ^ M - 7 1 . , /_ : . � ark A- Smith Prepared by EXCFLLENT ENGINEERING ��/, , �, , . FI. ReLL No. 5$511 . r 3738 KLNGSWOOD Dk 17 - - , - - Aw ;� 4 �,:;- -0/1 /j - A �� I -1 - I . � W 1-2.0-$ TutnN40-H I of I I /� SARASOTA, Fl, 341$2 , - I . � . - - �, ':', , , � 7- . ,� � � � I - / SUNCOA" DES14GNERS, INC QVANTITV OF FASTENMFOR HORIZON*IAL MMION DESIGN LOAD CAPACITIES Clfi� .t -,4-- - -111 .11. .t -6.4- .!- ...I A-!.- - f- .k-t I .IJ1 � *2!7" � - Fm�vn _._ _ _____1___ - - � K W5I ; � I I � L W=M. at HQAMNT&jjjXQ .;LLI_) IMaj§ &t&M6BLE TO TM r,RAHT� �_ wbitt, ---� �-- width - I i -7f- F-----1 - [ ------ L -'----'- - ] I"W NOTE.- (1) Thk proNlaot is detIllsed to compty, with the 2W Florkla SuMag Code. (2) Mtitl*ik aid author strap mataneW to be 6063-TS Alsealnum. (3) Ali Installation authors MUST be made of A corrosion mistinal material or cvzfjftg� Prepared by EXCELLENT ENGUMR]ING �738 1"NGSW000 OR SARASOTA, FL 3W2 � I I - � - ". I - � . . . - . . . I - . - I � I . .. � . . . . . - . . - I I . � . . - - � . . I I .- I . I - _ __ � . " - � , - - . � I - , Mark & S111111111h :_ - . , - . I FL RM No, 55311 - - - � -1 . :2 of`2 . - __ . . I x2j-W-g TobcMull-H � � - '. It - � 4. � - I I A�__ � I - ., . . I 4 - - 111023511II, DANSCO M I& a M M W ,E ENGINEERING, LLC lamp P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 a CD CD In 0� W z t.- -n C:) 4 e-i - - V. I-4 IJ) (n -4 �: 6 'V rn M in > %D 0 s.O -I < M %D V- CL M ,� z LLj M X ,3� CID I ) _j 00 < 0 1 �_ = M 0� U) (6 -4 "�' OL 00 z t� E z LU z M LU 1-- 3: _j W . z C) 0 ID mi -_ � 11.- LU (j Uj = T7 C/1) 0 1 o < W > CL LU 0 W U) < (1- 0- 00 < THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. OF THIS DRAWING ONLY. - @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJEC7. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - REVISION: DATE DESCRIPTION - . - I VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD I ... 94 � 0) T_ * (D z 0 _j Z) IM - 0) - T 0 N I N U') I C) M T_ LO T_ _]__� I I 1i I , I - I V1111 ITF __ , I - __T I I --I Ty _1_rT.T _� , I I %, I Ij . - . I .. 11 ... I� � I I I .a..I.M. 11 111- -, I 111. I "I I I I I :1 .111 I I I I I I I I ' Krooz U'vik, r _ ` E ��. t� m �. f m k g ■ _ E Nonbeawin' DANSCO 1iOEM 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 O Lf1 w z ~ O 0D�r D>QPIIDD S IS z a M N � z Q 0 L-Lj � QEn n.o z� E w W�~ W z J CDCD tD - F- w U= J 0< / n w0 Q CL 0o � 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 VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 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 O N N LO M v- lii T- r, 11 - f-- I _IIL I i NIIIIIIIIIIN im7^IH"IM11r�� il m I I IF ---- r - T q1- T , I I ----I 1 :1 S.E. CONSULTANTS, Inc. January 10, 2006 Powers Steel & Wire Products, Inc. 4118 East Elwood St. PhoEtnix, AZ 85040 Attention: Rill Powers Reference: Powers PSIdoxft, and PSboxO(5-5/8") Untel Products Gontlemem S.E. Goosuiltitmq, Inc, has no financial interest In Powers Steel & Wire Products, Inc., other than providing professional consulting services. Furthern'tore, S.E. Consultants, Itic- is not owned, operated or controliad by anycompany Manufacturing or distributing any portion of the product listed in the referenced reports. Furthermore, S.E. Consultants, Inc. has no future or pending interest in Powers Steel & Wire Products, InG. If you require additional information or if we can be of any further assistance please 'ontact us, Submitted Dy SX. Ciynsuftrrnls� Inc. Al X , Steven W. Soiiaub, P.F. Vice President 5800 Ea��L Thorrias Road, Suite 404 , Scutlsdafe� AZ 85251 Phorm: t480) 948-2010 - Fax: (4BO) 946-41909 Powers Steel Product Lintel 1ANTEL DESCRI-PTION /— INDICATES HEIGHT OF GROUT PSbox8 - 16" HEIG- OF QWPOSrTE LINTEL VARIES - SEE PLAN AND SCHEDULES. (2) 4X 4* NOTCH AT GROUTED CELL r 17 5W ActTUAL) HEiGKT OF SOLID ROUTVARIES- SEE SCHEDULE (2) S.E. CONSULTANTS, INC. 5800 E, THOMAS ROAD, SUITE 104 SCOTTSDALE, ARIZ 3525 PAX K) 4 (�80) 946-2GIO �T4 416-1909 11.101111;;K. .9. " Ni 16 GA VAKIA.— OiM— W.071t�,AUNM�finQCIMA�IMVV—' 11 1w i I.AX-,N I —LIT. W, ul-'� Ti Vio .com. Lo-- MI-111w wx, 'N"kUlmovs T111, 41 -i' — -, -§L8") Llplgls BT. --t; TT P�bg38 L5 Date, I /am I -.-- ;- - 8' " bWA witith - ; -'; �: 'r ri, 'i i. , cW "k L�j Lj L LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) n aga. � I 8'�O` $Pan) 0 08 L T 30M psigrow (16ga,-18`�O* span) r n=nt. SPAN Pl%."* PSWI". M.&I&I M.&WI P&-RtV P$b�&14' P&..B Is- P-%mSlr Pgb.&22' P,%.&22' P&.W Pe,�W $PAN (it) " top " tvuml "" Or-~ "=- #5WAW 0 W "Wsbt *51WjW (it) 1�1. 7775 '7775 9576 9976 11377 11377 _asm 11-61 Z'21 5369 ose 6607 %Q7 7846 7846 was 9083 1 OW2 10322 L`21 2:4 49 4982 6130 6130 7278 7279 8425 8425 QS73 9573 Z-4' 2,8: ",151 A353 5W 5354 6355 6365 73S6 735A 8357 8357 9358 SIM 2'10 4096 4M 5= MS S$75 6$76 6916 6916 7856 7866 8796 8796 zl�"' 37681 3886 4751 4751 -563$ 56381 6,V,4 65241 74111 7411 82971 $MI T-O" 2 33 .18 1 4497 4407 5336 6336 6174 6174 7012 7012 7a5l 7861 31-2* 4: 30" 3474 42N 4269 5064 5064 W59 5659 0664 6664 744.9 7449 T4' 41-01 2100 2887 3W 35451 4203 42031, 4861 4881 5519 5519 6177 61771 4-1- 1932 2770 3400 3400 4W 4031 4661 4661 SM $M 5922 5922 4'-2- 4'-6� 3143 $143 3725 3726 4306 43M 48M 48M 6470 54-70 4�-W 650 2a7a 6-2' 11240 27?1 3231 32311 3734 3734 4237 4237 4740 4740 '-B ----2-tke 2W 2640 3127 3,11 -ti� 36131 4100 4100 4586 4606 ls� 0,57 111 2 W, I '1 3107 3524 3624 q941 3941 6-2" 21FA U7 6-41 8101 1176 2043 2212 2617 2el 3022 30n 34271 3427 3833 3833. 14-1 7,0 656 9641 16691 1932 235a 235 2722 '27n 3086 3490 s4:1,11 F'- 71-0� 9-0: 491 720 I 253 , 462 2366 23M 26Bl 2681 2995 81-0� I -= 1 - 2051 aW 449 660 1 1491 1341 1965 1961 2M 22661 2567 2868 2868 a 537 937 10961 177? 7 17 7 2048 2048 2319 13113 1:s9f, 293 06 444 771, 5101% 1 571 1620 1867 1867 2113 21 is 11 111-21 230 347 607 7'[4 1240 1413--769 1658 1876 1878 2093 M31 IZ-01 193 294 5 16 609 low 12'0 1490 534 17�4 1" 252 456 639: 0411 11076 1 324 446 If" 1 2 -Wl 1821 368 1625 13 By 3" PSboX8 watela Date: 11200, WinchbiockyAdth onk: nk LINTEL LOAD TABLE IIN POUNDS PER LINEAL FOO,) (lap, � 15�0� $pan) Ef] EQ L! ILQ L , L- Worst it a IQ 51 grout lisp,,= Is'-O'spsn) ��Lt. .. -P SPAN P%--Sg' P P&-&IZ PS-6-121 P9=9-W 1`81*04C MairlIF I'StO&IS' PSbc4-20' PSbw&W Malt -2C PSXO&32, PSb"S-,V PS�ZW PBOW SPAN (it) 45 Iop I fS #510pbot aft&w 05 OPW #5 to #5 mpa.1 tot) I I$ W" 45 top 0 ww 45 top #SWM (it) 4544 '45" 5376 5376 6800 5800 -,ttw 6229 6229 7101 7101 7985 7985 '-6' il'l!: ". 3146 3721 3721 4015 4015 4313 4313 4916 4916 5628 We 6773 0773 8039 0039 2`21 T-81 26661 2 IS% 3M 3023 3M 3262 3504 3W 3994 3M 4491 4491 W3 §�v 06 6632 2',S' 1.2. 2162 2 M 2,546 2W 2747 2747 2951 2951 3363 $363 3782 3782 4634 4634 6501 5501 3�2* 4�0` 1704 1704 2016 ?Ola 2175 2175 23315 2336 2603 2663, 2994 494 3669 3669 4355 4355 4�-O' 4�61 151$ 1615 17921 17921 '1933 IMI 20745 20761 23671 2367 26U 2062 3261 32611 3671 38711 41�8` &'2 1 1319 1319 1560 15W 1684 1 684 1 We � 2061 2061 2318 2318 2840 2840 3371 3171 61-2 6-2 ilob 1105 lw� I Wf 1411 141 1 Isis 1809 15 1727 1727 1542 1942 2188 2240 2407 2474 6,2 7-0: 074 974 1162 1152 1243 1243 1$05 1 141 1 435 1513 16011 less 1739 1868 1920 7�0 a Sts g1l 919 956 966 "9 Isle lost 1008 li se 1180 1.100 1331 1430 1470 &-W 9r-20: 19 624 694 700 720 736 761 771 823 637 W 899 990 1014 1089 1120 V-Z' 503 588 612 618 639 648 SG12 703 741 765 $32 W 916 041 11Y-O': 4201 467 472 490 496 513 519 555 564 5-04 6061 W7 W 704 754 1 V-Z' z 362 364 405 4OR 42S 1 444 450 480 1 48 8 615 1 524 5 78 592 636 1 653 iza 1 2'-80 325 327 363 $67 381 398 404 431 438 462 471 519 631 6711 686 1 X"" 13-4 3 1,91 328 33, 1 3" W 360 364 $89 $915 417 425 466 479 616 54 1 & ;L .1 297 '13. 3 2 316 326 no 363 369 378 385 425 435 467 480 14' 46-01 204 206 n8 .1 21 39 242 250 253 2701 275 290 2951 325 333 368 �W le,o:l 18' .141 234 2361 243 245 252 254 269 272 285 289 315 320 343 349 1&-0' 181:1': %�l 218 21g, 226 228 235 236 250 253 265 269 293 298 319 325 181-81 wd wp' to 17-71 178 iss 1 " 1911 193 204 206 216 210 239 243 260 266 2U-S' 22, 135 135 148 148 153 154 1 59 160 170 172 2 ':s 1991 202 2161 22 ?Z-S* 24' :8': 1 1 143 146 153 1 SS 1:03 1 1 80 185 196 24.0' 26`�O'i 122[ - 124. 130 1 154 t57 167 172 25-07 I-- -'- - ' - - ';7 ' All wWrequire (2)45 Dart top or(2)45 bars lopAbont, By: P$box8 Lintels Date: 1/2006 Chic 'k Winchblookwiditt; 7 U?MLL.OADTABLE(INPOUNDSPERLINEALF04��,) (18ga., 18'-0* span) L P 4IPAN P&.6-8- I Pa.6 1Z I PS.,11-1Z Prhoa-14' Ps0osjCjPs,.0-I4' plit.018' P%.S2W PVA*2V P$WA-24* PSbmdW Pg-9-32' PSb.&32* ' M.B.40* $PA?4 (it) #5 tv I #S t-witot #5 trip I I'S tMW top $5 topilbot As top topsom- "tolt, #5 "PW *5!�. !�Wpgba 05 top #5 awbd 59133 '6963 7910 7910 saga 8896 QM sees 11880 IIBW -!21P 2-2' 4140 414() s493 stI93 617, 6177 6666 065 8251 8251 9645 9W 12451 12451 Z�2: Z-81 $370 M70 4473 4473 5031 6031 5692 6692 6720 6720 7856 7856 0142 0142 12442 12442 Z�8' T-2- 2844 2844 3776 3775 4246 4246 4720 47,20 667,� 6673 6632 6632 8663 sees 8663 10604 10504 1-2- 4',0' 2259 225-9 3000 3000 3374 3374 3761 3751 4509 4509 5272 5272 6807 6807 8352 8352 4W 2012 2012 2672 2872 -30DS 3006 33,12 3342 40181 40181 46S8 46gel 6066 asset 744-31 7443 41.61, 6 7 17 2304 2 2626 2920 2920 sell 4105 mi 5301 8504 6504 FZ 14771 1'47 1964 964 2210 2210 2458 245a 295 3456 4464 4464 5477 5477 6-21 71�011 130131 1 3D6 1737 17,37 19,541 1954 2173 Zt7� 26141 2814 =7 W 3949 3049 4s45 4846 71-W &-Ol 1030 1030 1436 1 436 1 os 1605 1774 1774 2116 2116 2469 2459 0149 3W 3W 3M V-01 9-2' 793 1`03 1107 1 1 07 1237 1 237 1 368 1368 1632 1632. 1897 1897 2431 2431 29613 2968 91-2, 10`-0: t249 list list 1395 1386 lel 1. tell 2006 2065 2ul 2621 10'�O' 1 V-2 .--673 546 _673 $46 _.M 763 763 $54 --"-1049 854 945 945 945 1126 1`126 1312 1312 1683 1683 2056 1 Z-O: 478 478 668 66a 747 747 827 827 ' 968 986 IISO ISO 1 476 1 476 1 803 a 'Z- IZ-0, 433 433 605 005 Bn 077 750 750 W M 104$ tM 13301 IMI 1036 1 ll?�eo 1 3`�A: 394 3S14 551 551 617 517 683 683 $17 W 951 954 122 in, 1 493 1 , IT-4: IV_ 1 0 3 361 505 605 565 565 11261 - 626 749 749 872 872 1 I� , 1 12 '370 'g, 14'-0) 16`-01 26815 M 3991 M 447 447 406 49-5 Set 594 02 692 M loss 1 16-01 1 60 282 282 370 376 416 416 466 450 537, 517, Ile Ble 7gl 781 We, 945 -Q' .-a, 265 pas 353 353 391 191 429 SOS 505 582 582 736 736 891 891 131.8 �8. 223 223 330 3631 . 428 428 4B4 4,94 M 758 758 2111� 2Z�61 loll 1S11 267 285 g 1 s �101 3 71 -17.11 :'8 42 543 5431 652 oes 2Z-6: 24'-0' 3151 381 48s 4 '7 7i 754 7$4 M 932 24 0 1 26-0 335 4301 7: 063 663 6191 619 201,01 Ali 1,Jntels greator lban 2,--&� in I"h will require (2)-05 b6n; top or (2�1* bart, 1OP&DO. EW. _8 (5 PS�2x -5/8") Lintgl§ L I Winith bloi* MMh UNTIEt. LOAD TABLE (IN POUNDS PER LINEAL FOCM (18ge, 16-0* $part) Ok: nk -or van) i Gravity Load TADW M Pei grout (lega- IF o' - At I . — A- MENNEN MMNMMMMIMMMMIMIMMMMIMN MINNEMMMI MEMENIME MENNEN MMMMIMMM MMEMME NNOMMEMIME MMMMIMMIMIM MEMNON MMMEMMMMMMMIMMMMIMMM Byz Ps�oxa- LIMIE DAW Mot; 8'fth block kM Chit; 1* J (18ga., 1W.O*span) j LINTEL LOAD TAM (IN POUNDS PER LINEAL FOOT) ted L Willansil Load Tablo I 3000 ps grout IS'-wspall) MENNEN mom MEN MENNEN 0 No No IMMEMMME M No MENEME ME EMOMMIN ME 0 MENNEN M 0 AN lialelogreapor than 2Z.O* In flinglit will nutuirs (2)45 Data top or (2)46 buts I0p&bwl,- I '"' ^`— --,- - "' --- "' — tj Ely: PSbox8 Untels 1 9, �J 81 inch � Width DAN: lim LOAD TABLE (IN POUNDS PER LINEAL FOOT) (18ga. lfr-O'sw) Uplift Load T" 3000 psi grout (!ego. I 8�0' span) F-J. I.- - .. I . -- — - --stn"Ift ME MOMMEMMEMME MEN MMMMIMMMMMMMMMMMMIMM MMMMIMEMMMMMMMMMMNM MIEMMIMMEMEMEMEMMEME a in;;WX1,.mre (Z"Z bars top or (2)-46 bats to"bott BY. P�goxg Lint2ls Date: 1/20% j 13' inch blm* wift OIL ra 4 LINTEL LOAD TABLE IIN POUNDS PER LINEAL FOOT) (I Sga. I 9-G, span) j t;pari) L pri grow (16", la OnVAY Lead Table, .1. . — DF "n SPAIN PSI-40' PV.*V P61,08-Ir ps!"its-ir M.4441 W pg.$-2T pSb.A1W P%.$24*jPSbm"'jPSb.,s3r PS:.�JPSI.4-40` PSWAW SPAN (it) Istm".-Mitip f5toittxt 1 'i sstooMoll Its.. istotim.1 45b. I #514PSbol l'"M 45wp&w 05wo plillt"Mot #11"m llsiopitbot (it) I 1'.6* _&top 7M '7229 9030 QOSO NW SIM IOBSI 10831 12M 12632 V-6 Z-2: 4M 49M 6224 6M 6W MM3 74W 7463 V01 0701 V-2 21.8 4W 4040 5041 5041 $641 WI $041 6041 7042 7042 Z-8, T'2* 3W 3392 4231 4231 4$50 4W 5M SOR SON We 6746 6746 T�2 4--v 2673 2673 3331 =I 3WO 306D 3960 3M 4647 46,47 5306 WOS 4�-O' W-61 2360, 2369 2951, MI -3242 3242 3533 3031 4114 4114 4696 46" 4�-fi- V-Z 2050 M9 2559 2810 2010 3062 am Sees 36" AIM 40681 5074 SD74 BOBO 6080 S,�W 6-2" 1524 1�; 2130 2130 2338 2338 2547 2647 2903 29W 3380 3380 4214 4214 6048 6048 T-21 T-Q` 1170 1502 low IBM 2M 20481 2230 2230 2693 26N 2967 2967, 3686 36U 4413 4412 T-W 9-01 Sol 1206 1575 1621 t779 IM 1936 ISM 2251 22SI 2566 2566 3196 3196 3826 382q 8! 1. W 904 1675 1675 19" 1946 2218 2218 2760 2760 3303 3303 9? 1179 1404 1539 109 la-W 6421 760 976 1279 1403 1403 152S, 1526 1772 1772 2010 2019 2511 2611 3004, 3004 1 vid 11-91 423 SOO 766 1044 11PI 1245 1354 1364 1672 1672 1 2125 2M M1 ""2* 12W 358 503 651 957 087 M W 463 1A&I 653 IM 683 ID1 141 111 1 21-0* 12'-S* 315 445 575 79. 849 905 1169 1 1801 1 We 1301 1657 1567 1934 2312 23112 1 Z-S* IV-4* 279 39e 511 706 756 ""o 861 1044 'IfIS 1293 1M 1471 1471 1826 1 W 2142 zlez I e-W 14'(r 247 3153 455 632 B3 771 936 1022 1225 1226 1393 2931 1729 1729 2064 2 14'-0' 115.0' 175 256 328 463 41 567 689 755 989 1053 1197 1 1971 1484 1484 1771 1 7191 16.0, IV-11 171 211 M 400 3s7 494 $19 See $911 "6 1201 1 $86 150 W 1 01-v 19-W 142 102 260 366 334 45.71 �41 639 Big ago 1 104 1 - 52 1 0 1520 ISW 20'.8' 104 146 196 281 264 350 418 641 602 M 1 .1, 1267 13W 201-W 22 8. 76 147 219 193 273 1211 st". 693 211 22'-B' 241-W 384 F, 625 1 .71 s'. 13 309 511 -0. 26.. No* All fintels greater Mw 2r-S' In Wngth will raquire C*#O pars top or (2y" bars to~� BY elaggx8 (5-5/8") Lintels 8' Inch blo-* wift Date: 1. T LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (legal, 1 16-0, qw) L] U LO"l Load T" awo psi grow fl6ga.- IF-O'span.) .w nk $PAN PSx'WjP&..W 178b.6-10' P%O�W FS6.44117 P91b.4-le ps"'B"It. ps".4-ir PRO$-2r P%.4-V psbo&w psomow SPAN till 46ttst 104twaot #5tv Niftow #5 top #5 wpad 06 top #5 soplittli *5 top #5 t"bot $6 top 05 bp0d I I-V 4146 '4146 4970 4970 S821 6821 WI 6091 7676 7576 $473 $473 11-61 2'-2' 2570 2870 3441 3441 4WO 4030 4632 4632 5245 5245 ISM sm Z-V 2-4- 260 --2m 31 3742 3742 4302 4302 4871 4871 S44 §44 2m4' Z-W 2337 2332 ___Itss 2795 2795 3274 3274 3764 $764 4262 4262 4766 4766 Z- Z-10- 21195 2195 2631 2631 305? 3M 3542 3W 4011 4011 4486 4486 i'llo T�O` 207S 2073 24851 2485. '2910 20101 33,116 3348. 3M, 3788 49$7, 42371 &-0' 3�V 1964 1964 2364 2364 2757 2757 3170 $170 4014 4014 s�2: 3�4� 80 11 18156 2236 2236 261 V 2619 3011 3011 1 = =: 3813 38131 T-4 4'-0' 656 1666 1864 18641 2183 2108 2509 25M 2W 2541 3177 31771 4'-W 4.2' 1492 1492 1789 1760 2096 2095 Z409 2728 2720 $050 3060 &.1. 4'-6' 1382 IM I W- 1 657 Im t940 430 = 2525 2525 2824 2824 4%6' 51-21 1204 1204 1"3 14431 i 690 1690 1 M 1943 2M 22DOI 24W 2400 51-2-1 S�-4 iss 11 1166 1 M 1 M '637 1637 1682 low 2131 2131 2363 2383 sw 6-2: 1009 1209 1209 *416 1416 1 me 628 d 843 1 964 2011 6�41 V-4' =1 W 7177 1177 37 11 9 37 1 9 1 See 1 See " '". 7484 1 862 1907 6-4' 7,-Q: ess M 1066 1 Dee 1224 1241 1 331 1354 1 1 1461 1 525 Isin T-01 BID 750 71>4 $49 857 937 950 019 1 037 1 ills 167 9 B, 0-4' 691 6" 742 789 864 .1 go? ges I I', "1 1031 1076 11110 t 971 574 646 662 714 724 776 1 790 am 862 910 —8!' 9- U-01 480 483 543 548 SOO we 65:2 $64 701 716 765 1910 38S 387 4361 440 481 488 523 632 562 B74 013 ll'-2' lz�d 333 39 417 4;q2g-2 4mi 461 487 4971 519 "1 IZ-01 12'-B' LIA 301 342 ',174 M 407 ;,1 414 43 7 "61 46ri 477 Iz-Ir IT-4' 373 394 4 42D: 430 1 V-4" IzV';Wr' nz-'; -"' (2)45 Dam top or (2)-o bars wpiklpolt, By, 8Vlt, PSbox8 (5-5161 Lintelis r 4�T 1,11 Dafti ir" 8' Irwh block Wdth a* ak 1 LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) 189a- 1 W�0' $pan) 1� Liu UpiliftLoadTable 30M psi grout �16941- Is'-Wapan) - At I I nAm &sIp SlIPPRIMPMET!, - SPAN (it) �Wkta is top V 'S #6 WW *A top #SWto *5 IV 45 WW OSWO 45"Un! I SOOS '6008 7134 7134 9197 9197 112W 11282 11-6 2'.V 3476 3476 4952 4"2 6386 6M 7035 7835 W94 9294 10762 10762 Z-2 214 3M 4802 4602 5934 5934 7281 7281 $637 W37 10001 IOODI Z-4' 2,-r 2829 2829 4032 4032 M SM 63W 6360 750 760 sm $766 72p 2664 2664 3797, 3797 489 6010 6010 7130 7130 8256 11256 7-10, 3 0, 2510 2618 Base 35W _4898 4629 462: 6660 Sees 6739 6739 7803 7803 31-V 23S7 2387 3402 $402 43M 4386 5365 eggs 6M 6M 730 IM 312' �P-4. 2269 2M 3234 3234 4172 4172 5 120 $120 60751 6075 70341 7034 1� 4 1 4-0' 1896 less 2703 2703 347 "71 4260 4280 50701 5078 SMI sawl 0 4' '2* 1820 1 = 2596 25915 3350 33W 4111 4111 4879 4879 5649 SW 'V�2' A161 1688 1688 2407 2407 3106 3106 3813 3813 4824 4524 5239 5239 4'-B' 9-2' 1473 1473 2102 2102 2713 2 3 3331 3331 3M 3953 4578 4578 1". 1 404 1404 2038 2038 2630 2630 3229 3M 3032 3832 4436 4438 5-4' 6.21 10571 1171 1769 t769 2283 2283 2803 2803 3327 33271 3853 3853 V-2' 64, 1003 1 1 603 16W 222.1 2Z21 27U ZU7= 329 32901 37r,5 3765 fr-4' 71-01 826 026 1304 1394 1029 IM nee 22M 2710 2710 3155 3155 --1. WIT 639 o9 1 1078 1078 1414 1414 1765 1755 2,0971 2097 �414-2 24 810, 0-4- SRI 591 997 997 1308 13081 1623 1623 19401 1940 2259 22691 W'-4- sr-21 4031 493 831 031 1092 11002 1 asrQ ;355 11NO 11620 lose g, Q 1 q-01 41 9 419 706 927 927 151 list 1 576 1 "I'm 16031 1 U-0 il�21 $41 341 175 575 756 766 938 9381 1122 1122 1307 1307 12'-V 299 2991 504 51>4 653 663 82' Us 905 0 1 IA7; 11147 121-81 271 i 271 456; 1561 601 601 '41 741 1 :51 1 :�- 1041' 1041 Iz 8* 11 Iin 960 9150 ;T:4] Fw� I — A—ARnt it'l—egrea-le-r 1-hao, -22ze' —In I w-V-tb-v-AIi reonfirs (2 )-115 bars top or (2)- 05 bars topilitxilit- I 1 11 di 1 11-71 F- I-Iff IN �ib HL'ThuliLa. 1, 1! 1 11 1.;' -; "A � I I I i I I By'. PSbox8 Lintels part: 11.1006 8- nob bIQCk VA&V �hk: nk INTEL LOAD TABLE (114 POUNDS PF8 LINEAL FOOT) (18ga. IV-O' span) tO�O' span) GraWty Load Tabl. 3000 psi grow I16go, . SPAN P6W" PS0pdiW P%�drlr Paptli-10 P%o4-W 2V-O W-0: 214 171 261 317 258 420 348 4 3 171 ss 629 $25 604 497 409 W9 780 657 705 06 542 IC77 "S 866 28'-0' 30`-0* 37 336 275 566 47 1 447 s6a 3011 734 624 531 3r-0, 36-Cr 38*-0* 4010' 4 IE -5/8" Lintels eyi P�W—x8 (5 1 oats. 112006 wookwidin ChiLl LINTEL LOAD TABLE (IN POWNDS PER LINEAL FOOT) (113"1 1 U-01 tipar) d b, I-sto"I'l Loa Ta 10 3000 psi Ilrow (16go. IV-0'span), SPAN (it) nlop tstoolbot, I #05MVP #05 Ir #stop 14V #5MD&M #Stop #5 451inp #Stp&bd #5 top *6 Wl (it) 14'-0 1W.O. 16 ,.W' 265 256 339 269 269 368 27 4 272 386 280 276 381 292 287 390 299 292 1 V'01 1 6�0` lv�ol 22'-$' 230 194 1162 241 196 163. 263 M 172 266 M 174 267 21 a 181 271 22, 184 1 (2)45 bars top or (2).*& blue top&bott. I P5tox§ (5-5/8") Lintelg a- it" Wa w;&Il LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) 18-0, span, plift Load Table 3090 psi grout 16ga. - 16�0` span) All InAMADF (it)- "Mr, t6lipow 450P o5spittiti *5rop #6W'&bd *5top empgott #5 top #5 toot #5 top is WW (it) 625 497 437 625 4R7 437 749 595 6 18 749 595 510 872 61,44 Soo 872 694 600 14'-0' 1 tW 1 W-81 2(Y-8' 412 350 $05 412 350 488 416 362 488 416 362 66S 482 419 565 482 410 1 le-81 2OW 0 vtori,� ^P icautt,"ititt" wz%moreassei AlIlirralisgrowirther, ZZ-8'hi longlIntsigrequire f2)�#5bamtopor(2)-#Sbarsttop&botL DDANSCO E ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 CD CD Ln LU z F- 0 0 > rn -j C) ko z E5 > ko < M CL LU r4 2: j:e Go 0 a� 010 F< z< r CL OD z (A z U-1 M LU 3: F- -i . W z CD nj F— F— LU U LU ::D 0 CZ > CL LU 0 V) Cz < IL C0 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 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. HE E DRAWIN AND D I ARETHEJ INT PROPE OF DANSCO ENGINEERING, ILLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: VERSION NO. SHEET TITLE: POWER STEEL LINTEL TABLES SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH — LT 100 01) z 0 0') N clik!Ill U") 6 CY) LO V— N C> 04 te C. 9 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 uilding components listed below if they will be utilized on the construction project for which you are applying for a building permit, We ecommend You contact your local product supplier should you not know the product approval n Limber for any of the applicable listed products. CategoryfSubcate2ory Manufacturer Product Description :Approval Number(s) 1. EXTERIOR DOORS A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Filberglass, Entry Doors FL6184 B. SLIDING Atrium Mk 2/31415, Mk 2113/415 H P, MK 2/3/4/5 XHP FL7864-Rl BetterBilt (Ml Home Prod.) 420, 470/452, 470HP1452HP FL5483-RI Fla. Extruders (Milestone) Series 1000 FL45-R4 General Aluminum 420/430/440 FL5170-Rl Suncoast Designers Inc. Mullions FL1861-Ri Fixed Glass Windows FL3913-R2, FL4397-Rl C. SECTIONAL Clopay Building Products Residential VVindCode 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-Ri BetterBilt 165� 165/3000, 74013740, 3240/4250HP FL5438 Fla. Extruders Series 1000/1500/2000 FL42-R4 General Aluminum 1100/1140,11440/1450/1540/1550/1570/1900/ FL5171 1940/1970 B. HORIZONTAL SLIDER Atrium RVV HP, RW XHP. RW4-XHP FL7861-RI BetterBilt 168/3168, 680 FL6024 Fla. Extruders (Milestone) Series 1000 FL43-R4, FL7943-R2 General Aluminum 1180,11480/1580/1590/1980/1990 FL5168 C. FIXED Atrium k 40/50 PW/CT, TVVPVV/CT FL7851 BetterBilt 165/3000, 740/3740, 3240/4250HP, 680 FL5418 Fla, Extruders (Milestone) Series 100012000 FL44-R4 General Aluminum 110OTDL/1100145OTDL/1450/1550/1570/1900/ FL5169 19701500015300/5350 D. MULLION Kinco/Atrium M03-04A, M02-03A, M96-08C FL957-R2 Better-Bilt FL5513 Fla. Extruders (Milestone) FES709/5710/5711/5712/5713/5714/5718 FL3136-R2 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 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. WALLLOLIVER 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 k 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 8- 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 SID 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-Rl 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 Produc Number I Florida Product Approval Number Product Description I USP Product Number I Florida Product Approval I Number A34 FL474-RI Framing Anchor MP34 FL822 ABU44 FL474-R1 Adjustable Post Base PAUAA FL569-Rl CS22 FL1 901 -R3 Coil Strap Tie RS300 FL822 H3 FL474-RI Hurricane Tie HIO F L474-R 1 Hurricane Tie RT16 FL565-Rl H2.5 FL474-RI Hurricane Tie RT7 FL565-Rl H6 FL474-RI Hurricane Tie LFTA6 FL820-Rl HCP2 FL474-RI Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL1463-Rl Holddown UPHD8 FL817 HETA16 FL1901-R3 Embedded Truss Anchor HTA16 FL821 HETA20 FL1 901 -R3 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474-Rl Truss Hanger THDH210-2 FL821 HHETA40 FL1901-R3 Embedded Truss Anchor HSUR/L41 0 FL503-RI Heavy Skewed U Hanger HTS16 FL538-Rl Heayy Truss Strap HTW16 FL820-Rl HTS20 FL538-RI Heayy Truss Strap HTW20 FL820-Rl HTT16 FL503-R1 HDfTension Tie HTT16 FL821 HTT22 FL503-RI HD/Tenslon Tie HTT22 FL821 HUS410 FL474-RI Joist Hanger HUS410 FL821 HUS412 FL474-RI Joist Hanger HUS412 FL821 HUSC410 FL474-RI Joist Hanger HUSC412 FL474-Rl Joist Hanger ITT FL474-Ri TF I -Joist Hanger THO FL815 IUT FL474-Rl I -Joist Hanger THIF FL815 LGT2 FL1423-R2 Light Girder Tiedown LUGT2 FL817 FL474-Ri Slopable/Skewable Hanger LSSH31 FL816 .LSSU210-2 LSSU28 FL474-RI Slopable/Skewable Hanger LSTA12 FL1 901 -1133 Strap Tie LSTA12 FL816 LSTA18 FL1 901 -R3 Strap Tie LSTA18 FL816 LSTA30 FL1 901 -R3_ Strap Tie LSTA30 FL816 LSTA36 FL1901-R3 Strap Tie LSTA36 FL816 LTS12 FL474-R1 Twist Strap LTW1 2 FL820-Rl LTS16 FL474-R1 Twist Strap LTW16 FL820-Rl LTS18 FL474-Rl Twist Strap LTW1 8 FL820-Rl LTS20 FL474-R1 Twist Strap LTW20 FL820-Rl LTT19 FL474-Rl Tension Tie LTS19 FL822 LTT20B FL474-RI Tension Tie LTS20B FL822 LUS26 FL474-Ri Joist Hanger JUS26 FL821 LUS414 FL474-RI Joist Hanger JUS414 FL821 MBHA3,56111.88 FL538-RI Masonry Beam Hanger NFM35XI 178U D.0 01-0724.06 META22 FILI 901 -R2 Embedded Truss Anchor HTA24-18 FL859-RI MGT FL1 423-R2 Medium Girder Tiedown MUGT-15 FL3923-Rl MST48 FL1901-R2 Stra2 Tie KST248 FL822 MST60 FL1 901 -R2 Stral? Tie KST260 FL822 MSTAM36 FL1 901 -R2 Strap Tie for Masonry MTS12 FL474-RI Twist Strae MTW12 FL820-Rl MTS16 FL474-Ri Twist Strap MTW16 FL820-Rl MTS18 FL474-RI Twist Strae MTW18 FL820-Rl MTS20 FL474-Rl Twist Stra2 MTW20 FL820-Rl MTS30 FL474-Rl Twist Stra) MTW30 FL820-Rl MTT28B FL503-Rl Tension Tie MTS27B FL822 PA51 FL474-RI Foundation Strae TA51 FL816 SDS 1/42 1/2 FL1463RI Strong Drive Screw SDS 1/4x4 1/2 FL1463RI Stron2 Drive Screw SDS 1/4x6 FL1463RI Strong Drive Screw SIDI! F L474-R I Stud Plate Tie SPT22 FL817 SP2 FL474-R1 Stud Plate ie SPT24 FL817 SP4 FL474-R1 Stud Plate Tie SPT4 FL821 U24 FL1218-Rl Face Mount Joist Hanger Set Pac 10 FL402., I HD Titen IFL2304-RI I 1EXPoy Titen Anchor T_ A440WARLE DESIGN W11V0 PRESSURCS /,V PSF" I I <,4,vr - ESI" I KAYZAS 4 A.V. F- W10PH //'V tNCRZS )4" W171D 7Z, 5 9, M It F, f. SP - 6 0.6 (A 4 flAIMV04 16' SO&/O � 't/- M P_ X_r77 V- f� V4,VTED Alive/. /ZP (Al'—w"'o �/_ 7. Z ccf sr. a 5PS.3 �?,;;.O� X�c�$ -t�1_44.0 3y— S�oir, 9 tl— fe. 0 C4r.4i-#G 0,1$10 ,-6," (it") Ve,"Yl- Y1 7 �_Ia?,7 P,., t a tLRI_4� 0 robucr- cove: 0,0Z 2 X. moV, COW 04q&41.r,4A $ 0,L 10 � Cf 4$7`et I AIZArti Jf��-174L vE w I r On# Coact oalw*.04" vcvnra '0/� 30. 0 2,r, 4 2�i 7 r if,C7 fs ,�,Mo. V, I- iur,o Z. 3- itZ4�r GF-NZf41L A�ONLS 1. pcs�icA, ^errSvfXX 4AC740 /,v 7A44,$ A)FE 49,4XZJ> QAl 9 44710MA4 o9AJAA1,f4,X POR A-LON.;mUA4 PON-E �,v '444#006,M14C -A,�VJ,ZCT Cq*0P_Ca*,? AWP 4 AAfA4.,V.rZX COX V�AI)11_ /* 0*V4r4'd'0/ 71�A7' AA`-- )A/ AIV17'# i-CORliPA A?W&DING COOK 200-0� Xr.r-7-10�v 4.0,40-r 4?'4.0,T14;Ai eWt_01AfG COD& 20�Of DO$S A/07 P74ECr4y rAT74"491 i# ZACAV AIA1,L #F-14 ARF_ WL.";, 'T..Jr,N a "Al" W.,rm 0 XN4,0Vk_r AVZ' 3"'o NZA PIT, PRAmI'vc rAMA �7ATCIA Acrcm I -woo C, XWAyrAC/ M, X0,'F1 M AT,4,L 11"COVAMVU.; Wproy CAJ6,- rAl M JTV4 MAILS a,01-)1'0k4'4i�1WG 'v'pr 50al TS, WL7Jy_. 4g&rg AY 1- 10 C A Z,�/ A 4�;E-,� hV�TALI-47`4H AAJTA1VCA!S IJV F.4-H *Ali. #614, 900,I/A(S Olt 644 sp /-1 #4. . x'&A A'/f, $14MCAS AT )rAr47JA ,vw,o % &A XAAMING rd,e 'SPACI.Y'a A 4.TZ,?A(Ar4 , kAl 1. jatLp J, XIES rAe4.45 AfV7 7*0 rC44C P*SCIA WA L 4. .rot& rA84.19 V,"/" XA-Frelle* � S'Aqws IAI LOC EAVIE W107,ff J SAME AS AT FASCIA SOFI-17' W/r,9 , tV000 CRA14F.417 kVA4 A'101' '70 rCA1L,9 HR Engineering, Inc. DKM�- �114 JBIL PFOJErTtlo_.�S 07pags $IJEET__�,_OF QUENT, &A r C /,Va. By, PROJECT NAME�_�� 7174464747 M Fax 717-846-0355 HIRIE—ingineering. Inc. 427 Kings Mill Road York, PA 17403 14 July 2005 Lecinard"Bostee Case, Management Analyst State of Florida, Department of Community Affairs Codes and Standards Section 2555 Sliumard Oak Blvd, Tallahassee, Flarida 32399-2100 RE: Certification of Independence Dear Mr. Case; In conformance with Rule 9B-72.1 10, F,A,C, "Criteria foi Certification of Independeriec", I offer the following. I am a registered professional engineer in the state of Florida with licen- se number 19354. 1 work in a two person consulting structural engineering firm, "HR Engineering, Ine., of which I am the majority owner. In my work performing an evaluation, I do not have, nor will I acquire, a finar�jcial interest in any company manufacturing or distributing products for which the reports are being issued. Innny work performing an evaluatiort, I do not have, nor will I acquire, a financial interest in any other entity involved in the approval proms of the product. I trust that this is sufficient for the Florida Building Commission's requirements, If there are any questions about this certification of independence, or if anything additiona'I is required, please advise me, Sincerely yours; HR Engineering, Inc. az/" V, .6. Allen N. Reeves, P.E. Chief Engineer ANR:am Cc: 05070005 HR Engineering, Inc. DAMAL IUXW 2009 PROJECT NO�-qJR3-04,-7.$7-S'4EET-J--OF-L— oy.,.A. &4,LS PRQACTNAME:�I�k 4*i�rirl - - - __ - I vi Hy L vrwF4 -s-tv f w4frip #OW" set-10 0-vlimr 0 oc?i 0 Cc rS . Xf-ADZO D,sc,rv,,) ssary ro� rot', ow) ccv rlQ IVA14- SPAC)MI: /0"X 8" /0"X /0" io'.% le 01IX 12.1 10� X /Zol ALLOW48LE wi r1i S14"Zq. DESmm W1,V4 /Ala AkESSt1R,E5- hy 'Vo a 7.3 41� a z, 7 41- 2 3. 8 -Al- 22.7 L GE NZ A.4 I- 4 4tS7F-D /,V 7-NE 7AeLF_ 9,er A'ASCO CAI A C0A4eA^1TiPAC l9NA4-,V.7CS 04AI4 IM, #M 1E1VG1MF.Zf1dC, /#C. Peg, 01140,f0ool AA(49 Alf$ /,v W/7'jv A4400D4 401"Llpimc C4934 200, XF_Cr/0A1 /90'1 "W.NWO tOADS". 9,2cx "Vor DI'eccTdy MANP47Z Af&SS410rEJ 0,0,/ rorp , i Tz� r*i N 292 0477SAIS 49auivdco To . ;�� 11 .. - I . ___ TIMOAR W-4 i. L T 49,va Ro PINr MA14S W-40S -P,*.* C/Al 9; AMI A X i I W11 I 7*MV k,04" "Co /,A V � X 2 00,P 717-846-3747 Fax 717-B46-0365 HR FEngineering, Inc. 427 Kings Mill Road York, PA 17403 14 July 2005 Michael Olmstead Richford Plant Manager Kaytec, Inc. I Memorial Drive Richford, Vermont 05476 RR� Vinyl Soffits 12" Dear Mr. Olmstcad; The foltowing Kaytec/Kayc4ri vinyl soffit products: Solid 12", Product Center Vented 12", Product Code OQ18; and Full Vented 12", Product C been tested and analy?.ed in conformance with ASTM D 3679 as requirei Building Code 2004, paragraph 1403.9.1, 'nit material thickness must b 0.042 inches. Configuration is triple 4" with an e_xposure of 12", The allowable design wind pressures for these products are +/- 45,4 p,,f) and +/- 22.7 psf without sheathing. Sheathing, where used, must be nail minimum thickness of IN'- Batten strips must be 2 x 2, with a maximun Fasteners are 1-1 t2- long galvanized steel roofing nails with 1/8" diamet 3/8" diameter heads. 'The nail spacing is 10' between battens and 12" al The above pressures were determined by oomparative analyses. There is no separate allowable design wind pressure requirement in the I Cc& 2004 for soffits. I trust that this information is sufficient for your r are any questions about this, plmqe contact me. Sincerely yours; 0141fl, /*'7. liel, Allen N, Reeves, P.E. Chief Engineer /% 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 in LU z 17. rN -S IM > %Q CD to %D I- W ce 00 00 0 L-L I rn Z OL 00 < En Z E Z W LU W Z C3 C:) %D F— LU LU 0 < W > IL LU 0 V)W < CL 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 MONrHS 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 PRO ERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNA HORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 0') Z 0 _J Z) 00 C) N ic� C), CIO T_ L.0 T_ a 375