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HomeMy WebLinkAboutEiland Park Townhomesr AFL , �,� a yAd O;�IQ'IICIS.dC1,12iQ�i� vaw 0 T�4 rt u ....... ..... ....... . 4 LENNARM LENNAR TAMPA DIVISION 600 N. WESTSHORE BLVD. SUITE 500 Tampa, FL 33609-1140 813-882-4663 1370- ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 - ST. CROIX EILAND PARK TOWNHOMES 10 UNIT ABBREVIATIONS ABV. ABOVE M.C. MEDICINE CABINET A/C AIR CONDITIONING MFR. MANUFACTURER A ADJ. ADJUSTABLE M MIN. MINIMUM ALT ALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL. METAL AIR AIR RETURN BD. BOARD N.I.C. NOT IN CONTRACT BBLDG BF BI-FOLD (DOOR) BLDG BUILDING N N.T.S. NOT TO SCALE 0/ OVER BLKG BLOCKING BLK BLOCK (CMUs) O.C. ON CENTER BM BM BEAM 0 O.H.C. OVERHEAD CABINET BP BI-PASS (DOOR) BRG BEARING OPT. OPTIONAL O.S.A. OUTSIDE AIR C� CENTER LINE fE PROPERTY LINE C CAB. CLG. CABINET CEILING P P.B. PED. PUSH BUTTON PEDESTAL CMU CONCRETE MASONRY UNIT PH. PHONE CONC. CONCRETE PLT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR D. DRYER R. RISER DBL. DOUBLE RAD. RADIUS D D.G. DUAL GLAZED R R.A.G. RETURN AIR GRILL DIA. DIAMETER REF. REFRIGERATOR DIM. DIMENSION REF. REFERENCE DISP. DISPOSAL REV. REVERSE DP. DEEP RM. ROOM DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT R/S ROD & SHELF DTL. DETAIL D.W. DISHWASHER EA. EACH S.C. SOLID CORE E ELEV. EQ. ELEVATION EQUAL S S.D. SH SMOKE DETECTOR SINGLE HUNG EXH. EXHAUST SH SHELVES EXT, EXTERIOR SHT. SHEET SHTHG. SHEATHING FAU FORCED AIR UNIT SHWR. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR F F.G. FUEL GAS S.LT. SIDE LITE FIN. FINISH SGD SLIDING GLASS DOOR FLR. FLOOR STD. STANDARD FLR. LINE FLOOR LINE S.V. SHEET VINYL FLUOR. FLUORESCENT TEMP. TEMPERED GLASS F.M.C. FLOOR MATERIAL CHANGE THK. THICK FR. DR. FRENCH DOOR T T.O.C. TOP OF CURB FTG. FOOTING T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL G G.F.I. GROUND -FAULT CIRCUIT U.N.O. UNLESS NOTED OTHERWISE INTERRUPTER G.I. GALVANIZED IRON GL. GLASS \, VLT. VAULTED GYP. BD. GYPSUM BOARD Y V.P. VAPOR PROOF H.B. HOSE BIBB W. WASHER HH.C. HOLLOW CORE w W/ WITH HDR. HEADER W.C. WATER CLOSET HGT. OR HT. HEIGHT WD. WOOD WDW. WINDOW INSUL. INSULATION I W.H. WATER HEATER INT. INTERIOR W.I. W.I.C. WROUGHT IRON WALK IN CLOSET LAM. LAMINATED L LAV. LAVATORY W.P. WEATHER PROOF LUM. LUMINOUS DATE 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 advised of � N to asses � safety - review is not Inter&$ 11100 approval toted plans. It is tt tole respons`ft . a that the ply tgis =NWOOnptiarM with aN le NFPA codsS 8rd WN&WIM. In the event r examination or sb k rieveaht areas c� ptiance, it shdbe #0 conkacWs sale their sate exPengpe 0 Maras those areas MWOMMY for the contractor's failure to tie in Gores INDffM'DqAWTqn ARCHITECTURAL PLANS SHEET NUMBER TITLE SUBMj T-FED F S) VE BEEN REV iE'Y? ED' BY ZEP!-IYRH Ov— Date: _ Reviewer: OA COVER SHEET 1A 1371/1371 - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS 1 B 1530 - SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS 1 C 1531 - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS 2.1 1st FLOOR MERGED PLAN 2,2 2nd FLOOR MERGED PLAN 3 FRONT & REAR ELEVATION PLAN 4 SIDE ELEVATIONS & ROOF PLAN 5 ELECTRICAL SERVICE PLAN 6A 1370/1371 - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS 6B 1530 - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS 6C 1531 - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS STRUCTURAL PLANS SN STRUCTURAL NOTES SN1 STRUCTURAL NOTES S1.0 FOUNDATION PLAN S1.1 MERGE 1st FLOOR STRUCTURAL PLAN S1.2 MERGE 2nd FLOOR STRUCTURAL PLAN S2.1 FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3 STRUCTURAL DETAILS S4 STRUCTURAL DETAILS S5 TRUSS BRACING DETAILS AND NOTES S6 TYPICAL 2-STORY SECTIONS & DETAILS STAIRS STAIR DETAILS RD 1.0 CERTAIN TEED ROOFING & OFF RIDGE VENT DETAILS RD 1.1 CERTAIN TEED ROOFING DETAILS DD1.0 MASONITE WD1.0 FLORIDA EXTRUDERS WINDOWS WD1.1 FLCRIDA 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 ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com C Ln w a I nl ! z rn Qm�a`��- II ��MM aa-ujOP z~ 00 a�a�j zw W w z ~ w U 0 U _ C/) Z 0z� i 0 Q ? EL � Q 1 Z V J_ U Lu TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION 1301 FOR 140 MPH, 3 SEC, GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESTRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP. THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN— CONSENT FROM LENNAR CORPORATION. 2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. I ---__--- - REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES - VERSION NO. 1.00 / 09.29.05 CA 25948 SAMUEL A. GREENBERG P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 I [] ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I SHEET TITLE: COVER SHEET SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH OA ui i i /,/MIjlmllm cO HEADROOM OR (2) SLOPED PLANE W ADJOINING TREAD NOSING— ::3 FROM FLOOR Q SURFACE OF LANDING FOR 51: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, IN I�'u-1 HEAFT )F00t-1 w FOR 51: 1 INCH = 25.4 mm. CONVENTIONAL_ 5T,41 FUJ,4T' EAC+4 FLIGHT REGULATED ON ITS OUN DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/0". DIFFERENCE BETWEEN HIGHEST AND ° LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/0'. FOR 61: 1 INCH = 25.4 mm. STT41f TOLEF�,)ANCES 6-0x6-8 SGD 3'-O'x 3'-0' PATIO CON. PAD #REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4" = 1'-0" 6'-1 1/2' 1 L 9'-4 1/4' 4'-II' L I 1 04 3/4" 12nd !=.F I M � Ti 2x6 P.T. LEDGER o 2x6 CONY. FRAMING e I6' O/C W/ U5P HU526 W/ I/4' x 2 3/4' HANGER AT EACH END TAPCON5 � 16' O/C _ g 3/4' 14 RISERS 1 1/2" EACH PLUS - zt I R15ER g 1 3/4" M 'HALF W/ Ix6 14 TREADS 9 9.15" EACH WALL WOOD CAP (SEE I I , TOTAL HEIGHT = 9'-4 3/4' STAIR PAGE FOR I 2 RISERS + 1 TREAD = HANDRAIL INFO.) GREATER THAN 24' d NOT TO EXCEED 25' (2)1 1/2' + 9 3/4' = 24 3/4" LANDING NOT TO INCLUDE I' NOSING. STAIR DETAIL - 1370/1371 - ST. CROIX SCALP: 1/4" = 1'-0" REFER TO SHEET 'STAIR' FOR INFORMATION NOT 5HOWN 11'-10 1/2' 3'-II 1/2' B 1A LANDING I LIVING ROOM � uP _ U) N KNEE II WALL n m 14'-2' 1 3'-5 1/2' r DRAIN PAN, r N DRAIN TO OUT SIDE OF UNIT. (5EE LU.H. 61.0 FOR e 1'-4- I'-V T-10' '-0' 10'-4"-f1RE5eURE LAYOUT) �J TP 1/2 BATN I RELIEF O = A CIA TILE C -_--- T. - Ll 8'-4 1/2' l e m T.B. jl IL ICO�n I� w IAOT D+ I 4'-8 1/2' 2'-II 12"x12' O.H.C. I' -II 1/2 1/2" it m 1/2 WALL 39 1/2" W/COUNTER ABOVE a 42" A.F.F. 16" WIDTH COUNTER ABOVE. 1A 42" KNEE WALL g W/ 1" x (0" = WOOD CAP J' - = �cl `n - j 0 L _ _ O 3-0x6-8 I OPEN'G u ? FLAT HDR. o N 0 DINING ROOM Lj KITCHEN 2" x 12° IT-2 1/2' N 2 1'-5 1/2' SEE DETAIL "A" FOR REAR UNIT CONFIG. - 1 X RE " 1/2 34 SH r (2) 25 514 GONG, PAD 10'-4' 4'-10' 3'-0. 21'-10' 1 st FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4" = 1'-0" nPFU 11J� s N M tl i l 1, /A In. KITCHEN PASS-THRU - ST. CROIX SCALE : 1/4" = I'-0" TO WATER SERVICE S `'+s M, BATN o w GPT. TILE o o I m 30" LuBASEVANITY 2T" 0 MA5TER 537E M.C. / -0 A :%UE3:/SIH:0WER ;_ ---- T.P. 5'-10 1/2' 3'-2' 3'-6 1/4' j 5'-3 3/4' BATN 5 1/2' WALL �6+ 30' BA50 m 6 VANITY 2-4x6-8 I I cnLuQ° I HAN5EN cx I BOX ---- DRYER I tv v M.C.e VENT w .n m F-LOGA- INS (SEE NOTE51 (FIELD 22"X3�" KNEE WALL IITILE G T I MIN. I R/S - — — — — — — — — Xx2 — V 5-0x6-8 BF 71/2', -6x6-8 3-Ox6-8E3F-0"'-5. 3'-3 1/2' 3'-li' I, 5EDROOM3 5EDRO0M2 I 25 5H HD. 25 SH HD. HGT. 6'-10' HGT- 6'-10" 6'-31, *EGRESS 9'-8' *EGRE55 5'-II' 21'-10' 2 2nd FLOOR PLAN - 1370/1371 - ST. CROIX SCALE : 1/4" = 1'-0' WASHER .HIV 112" DOMESTIC WATER SUPPLY SCALE: N7.5. PLUMBING LEGEND ------------- -- VENT LINE = SANITARY WASTE LINE = GOLD WATER SUPPLY —�--� = HOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. Ji �4" VTR I I 2" 2" I i WASH 211 I I V I , LAV BUILDING WALL TO SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: N.T.5. FLOOR PL,4N NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. 1, EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45. U.N.O. 3- ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DI5GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT 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 8 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 M1501.3 F.R.C. LOCATE 50 AS TO BE ACCESSIBLE. DIMEN510N CONVENTION OVERALL s EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF a" NOMINAL BLOCK 3 1/2" FRAME WALL U.N.O. AREA TABULATION UNIT 5T. CROIX let FLOOR LIVING (091 5F, 2nd FLOOR LIVING 680 5F, TOTAL LIVING 1311 S.F. ENTRY 21 5F. GARAGE 0 5F, TOTAL 50, FT. 1392 &F. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com o O Ln zt.-0 >rn Z� M �O=L-1i Z Ce z�E W W W 3~ z o 0 Lo Lu U j v) O U 1 = V) Z � I �= 1 1 1 szO w 1 Q U Z v� Q01) U LJJ I TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2W9 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. — - 2009-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. I REVISION: DAT0DE_SCRIPTION 09-29-09 1.00 2007 FBC UPDTATES I I� I II j VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: SHEET TITLE: INDIVIDUAL UNIT 1370/1371 - ST. CROIX I SHEET INFORMATION: JOB NO.: 291041 1 DATE ISSUED: 09.28.09 I DRAWN BY: DZ REVIEWED BY: TH I 1 I /'�j c0 HEADROOM Q OR (2) U 5LOPED PLANE w ADJOINING } TREAD NOSING o � lU i3 FROM FLOOR Q SURFACE OF LANDING i FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.0 mm. 1�1 I N l t-IL i—f 14E 41DfR001-1 FOR SI: 1 INCH = 25.4 mm. CONI/EN71 ONAL ST41 FUJ4T' EACH FLIGHT REGULATED ON IT5 OWN GREATEST MALLE5T DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/5" DIFFERENCE BETWEEN HIGHEST AND ° LOWEST RI5 ER5 WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8', FOR 51: 1 INCH = 25.4 mfr. 5fi4f T0L=EfR4NGE5 2 RISERS + 1 TREAD - T-4' 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. 14 RISERS a 1 I/2' EAGH PLUS 1 R15ER a 13/4" 14 TREADS is 9 3/4' EACH TOTAL HEIGHT = 9'-4 3/4' 2nd FF, I v9 cn \ r I (3) 2x12 5YP SPACED LANDING � EVENLY W/ CONTRUCTION ADHESIVE PL200 4 2-16d 3/ ' TOE NAILS AT EACH END zO\\ v C) 6' `2x12 P.T. W/ T "' a 42' HALF WALL W/ Wo 1/4'x2 3/4' \� _ 1 WOOD CAP (SEE STAIR TAPGONS PAGE FOR HANDRAIL AT 16' O.G. \ INFO) I5t F.E. 9'-4 1/4' STAIR DETAIL - 1530 - SIESTA KEY SCALE: I/4" = 1'-0" REFER TO SHEET 'STAIR' FOR INFORMATION NOT SHOWN 4'-0' /I9DCAIIAI(1 Ait IMF OVERHEAD CABINETS KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = 1'-0" 14'-6' Y-0' 10140' 3'-0"x3'-0(0 ° CONC. PAD ------ 2x4 WALL STOR. c COVERED PATIO s x -0" 3'-10, 5'-4" M. 0, I NB 5-Ox6-81 ' 00 D.W. p 1 SINK I W/ DISP _ I n m z °o KITCHEN r- I 0 I I o REF. L— — — — — — — — — _ D.H.C. u, �m i= N }- U 2'-6' = 4'-0" 3'-S' 4'-4' 1e 119 WALL a 39 1/2' W/COUNTER ABOVE a 42' A.F.F. 16" WIDTH COUNTER ABOVE. DINING ROOM 4'-3' DRAIN PAN, DRAIN TO OUT SIDE OF UNIT. (5EE 51.0 FOR -LAYOUT) 1 6'-4 1/2' PED. /2 4" ARCH SPRING 6'-S' TO 7-4" - - - - - - - - I UNDER T.B. �' I STAIRS 1/2 BATH TIL_yCPt. S l I— —I r W.H. m 11 I, I Xi I O U I I I T.P. 2'-1 1/2' g m 4" ARCH, I REIIEFURE SPRING 6'-8" _ LANDING UP TO 1'-4' b A � 1B 5'-0 3/4" L II WALL II N LIVING ROOM I FOYER (2) 25 SHT- * EGRESS 0 ENTRY ro = I 25 SH _`r * EGRE55 N 1 st FLOOR PLAN - 1530 - SIESTA KEY SGALE : 1/4" = I'-0` L 14'-6" (2) 25 SH HD. HGT, 6 -10' * EGRE55 I i I m I � I I BEDROOM 2, I . I I I I I T-9' - N m I 2-(Ox6-8 I N I e STUDY 1 I Ilan DRYER VENT 1 1 ° (SEE NOTES) IT HANSEN 2'-9 1/2' 5'-10, BOX I' -II' 1 3'-II1/2' A/C CHASE = DRYER ASHE'Q� > 5-0x6-a BF Iz x I g,i b IQ T�zI Q BATH I W 481 BASE e�,�ECPT. VANITY W.c. LA Q T T.P. ° M.C. LANDING DC IWN 3' 10" 3'-2 1/2, 3'-11 1/2' A/R LANDING I I > 'X _� IA /WA L t2-(ox(o II 5,45E o T. ® NITY */ M.G.-8IE3 ILEM. B>4TN� x 10'-61/2" N I N A/C CHASE I I N I I M,45TER SUITE - I � I I >n I I � 2'- 1/2' 11'-11 1/2' 13 - I � I I I I 1 I I I 24/5 5H e HD. HGT, 6'-10' I 25 SH HD, HGT. 6'-10' * EGRESS v I 2nd FLOOR PLAN - 1530 - SIESTA KEY SCALE : 1/4" = 1'-O° I WASHER TUB NJ J I LAV. 1/2" I I ' 11z' J Ir 1 ` KIT. TU � t �' LAV. J 112" LAV. � J WC 112" H.W.H. 112" �y 4 WC TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.5, PLUMBING LEGEND = VENT LINE = SANITARY WASTE LINE = COLD LUATEER SUPPLY —Hv—Hv—w = HOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND H45 THE AUTHORITY TO CHANGE AS NEEDED. VTR i �112" VTR I I 1 2 � I 2" 1 1/2" ru5; i `I WAS I I I " 2I I � I :__1 �11/2" Tq LAV 11/2" 2" 1 WC I I 1 112" � 2" LAV I I I I I I WC BUILDING WALL TO SEWER SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: N.T.5. FLOOR PLAN NOTE5 I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I. EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45. U. N. 0. 3. 155UANCE OF PLANS FROM T45 DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 GARAGE UNIT TO BE EOUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 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.RG. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMEN51ON FROM CJT5IDE OF BLOCK OUTSIDE FACE OF 6' NOMINAL BLOCK 31/2' FRAME WALL U.N.O. ,4RE,4 T,45UL,4TION UNIT SIESTA KEY 15t FLOOR LIVING 154 SF. 2nd FLOOR LIVING 117 5F. TOTAL LIVING 1531 5F. ENTRY 45 5F. COVERED PATIO 69 SF. STORAGE IS SF. TOT4L 60. ET, 1603 5F. F I I � I I I I� DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f.813.645.9698 www.donscoenginee(ing.com I Lin w zi~o o Ln �og� 1 CL Lu 0 r 00 J 00 zZc~i1 moow I W z 0 �o w U N I i ! 0 U I Z C; � C 1 05 Z 1 0 I Q L 0 U Z J) I U J V) 1 L1J TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. - - 2009-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. 1 — REVISION: } DESCRIPTION I DATE 09-29-09 1.00 2007 FBC UPDTATES L - i VERSION_ NO. 1.00 / 09.29.09 � -- - -- - ---- - CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 I ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I II 1 I ti SHEET TITLE: INDIVIDUAL UNIT ! 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH j I I B W- 4 V- 4 4t H D m .--1 arl N 1 to I O e_-1 u/ / / / / / Z / / MINIMUM c° HEADROOM OR (2) SLOPED PLANE v ADJOINING o TREAD NOSING / FROM FLOOR a / SURFACE OF / LANDING / FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.0 mm. FOR 51. 1 INCH = 25.4 mm. CONVENTIONAL 5T,41fRUJ4'' EACP FLIGHT REGULATED ON ITS OWN GREATE5T 71 5MALLE5T DIFFERENCE BETWEEN N GREATEST AND SMALLEST Lu TREAD DEPTH WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8". DIFFERENCE BETWEEN HIGHEST AND ° LOWEST RISERS WITHIN A FLIGHT OF STAIRS 15 LIMITED TO 3/8", FOR 51: 1 INCH = 25.4 mm, ,5T,41f;,D TOL-EiR,4NCE5 1'-6' 1 61 9' 3'-3' 3/4' PLYWOOD OVER 2x6 FRAMING W/(2) IOd HVAC - � \ 42' HALF a EA. END. I WALL W/ I x 6 1 WOOD CAP TOP OF A/C PLATFORM I m 2nd F.F. r — I --fl— GIRDER BEYOND FRAMED KNEEWALL TO 5UPPORT A/C PLATEFORM (5HOWN DASHED) LANDING 2 RISERS 41 TREAD = LANDING / � i �i GREATER THAN 24' E NOT TO EXCEED 25" (2)1 I/2' + 9 3/4" = 24 3/4' co C�L a / 2xl2 P.T. W/ 1/4' x NOT TO INCLUDE I' NO51NG. 1 = 2 3/4' TAPCON5 4 RISERS 9 1 I/2' EACH / AT 16" O.C. PLUS I R15ER 9 1 3/4' 42' HALF 1 / (3) 2 x 12 SYP'2 14 TREADS 9 9.15' EACH 1 WALL W/ I x 6 SPACE EVENLY W/ ISf. F.F. TOTAL HEIGHT = 9'-4 3/4' / WOOD CAP CON5TRUCTION T-3 3/4' 3' 6' ADHESIVE PL200 E 2- 16d TOE NAILS 10'-9 3/4' AT EACH END A� STAIR DETAIL - 1531 - MARTINIQUE SCALE: 114" = 1'-0" REFER TO SHEET 'STAIR' FOR INFORMATION NOT SHOWN 5'-2' I1-51. nP;:m1KIr1 2"_Q" CABINETS —I --- ---- ----- - I II I II i II - I II II KITCHEN II KITCHEN PASS-THRU - MARTINIQUE SCALE : 1/4" = 1'--0" 14'4' II'40' 3'-0"x6'-,a' GONG. PAD (2) 25 SH HD. HGT. 6' 1(0° * EGRESS I 10. I COVER 1�AT10 I I I I SfiOR. I i i BEDROOM 2 6-0x6-8 5GD H.B. fy_ Q = N 1 6'-4" M.O. T-9" — I1/2" II'-B 1/2' 2'- I I I T P. Av ty 1-6X6- W.C. Q — 2-6X6- B 0 n' 13Lu tL1 v LIVING ROOM C T1 E 30 BASE o o M VANITY 5AT�4 m-A m I T5 10'-10, I I I I II w I Lu DRYER VENT I I LONAT I i IT z a FLEX 5PACE I (SEE NOTES) s FIELD I I I x I— 3'-8' 10'-I0' 122'X36' 1 1 19 OL 4'-6 1/2' � MIN. J PED. SINK I I 4' ARCH, WG• ,� � 4'-10 3/4' 5'-11 1/4" SPRING 6'-8' 0`­=� T.P. � TO 1'-4' • X I �3 GPT.TT LE HANSEN N �' BOX HALF DO JN `" WALL LANDING 1/2 5ATH ASHE _ -0 I/2' 4'- 1/2"-3'-4" M 4' ARCH, -- A A/R HVAC — — — — A SPRING 6'-8' I I - UP I I W.H. �c - 1c TO 1'-4' I = LANDING Y -------� 2-6x6- 77LJ� 4'-101/2' ��+ ° TP T-B- o LAv 0 - tu M.C. W.C. p ut HALF FRE55URE DRAIN PAN, I ,�, I GPT TILE 48" BASE `_" o o m WALL RELIEF DRAIN TO OUT VANITY m w m 51DE OF UNIT.+� N DINING ROOM (SEE 51,0 LAYOOR I I M. 5AD4 N /2 WALL 0 39 I/2" W/COUNTER R/5— ABOVE a 42" AF.F. B O 16" WIDTH COUNTER ABOVE. 18 - 6-Ox6-a BF cl 6-21/2' /-I 1/2" 10'-10, _ _ I A/C CHAGE N REF.— --------- i = N KITCHEN CPT. I I TILE I V�RKFST � CID�'I OPENING z on 6, @ MASTER SUITE t FLAT HEADER a C) \ 2'-1' V-5' = -6X6 SINK W/ DI5P BF u r 5/SH I D.W.— 00 o LO) %33 SH 24/5 5H coHD. HGT. ENTRY6xR ] m 25 514 _ HD. HST. 6 -10" *EGRESS 25 5H 1(o X16'X24' HIGH SQUARE 2'-1" 3'4 4' S' 4'-2' COLUMN BASE 2'-T 3'-1' 2'-11' W/ 12" ROUND Ir PILASTER ABOVE. 1 st FLOOR PLAN - 1531 - MARTINIQUE SCALE : 1/4" = 1'-0" 2nd FLOOR PLAN - 1531 - MARTINIQUE SCALE : 1/4" = 1'-0" LAV. TUB 1, h4' \ � I wC � ML I I LAV. I 1/2" TUB 1/2" /��, ' LAV. I I we wc� WASHER 11 I I wT I � I KIT. H.W.H. 1/2" �+ 1/2" 4WC '> 112"� I �- �/ 1 TO , WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.5. PLUMBING LEGEND = VENT LINE = SANITARY U),ASTE LINE = COLD U)ATER SUPPLY —�— —Rv = NOT WATER SUPPLY NOTE: LICENSED PLUMBER TO VERIFY AND HA5 THE AUTHORITY TO CHANGE A5 NEEDED. VTR I I V i VTR \�C 2" n` 2" 1� 2" I I 3" I I LAV I I t �\ I I I � I W I I 2" " I I TU 3" I I LAV I " 1 W � � I•� 2„ 2VTR .\ I 3" 4" JI TUB 2" I l I I 2' I CO l w 3" KIT. I `` 3" 4• CO WASH BUILDING 2" 4 " WALL TO 4" ry SEWER I SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: N.T.5. FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO IN511DE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I. EGRE55 NOTE: EACH BEDROOM MIJ5T HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE551 EXTERIOR THROUGH A DOOR THE WINDOW MU5T HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINI5H FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALL5 ARE AT 45• U. N. 0. 3. 155UANCE OFF PLAN5 FROM THIS DE5IGNER5 OFFICE 5HALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DE5IGNER6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CON5TRUCTION. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLAN5 HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RE5PON515LE. 4. EACH DWELLING UNIT 8 GARAGE UNIT TO BE EQUIPTED W/ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE W/ NFPAIO 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCE55 LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION MI5013 F.R.G. LOCATE 50 A5 TO BE ACCE55115LE. DIMENSION CONVENTION OVERALL 3 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2" FRAME WALL UXO. AREA T45UL4TION UNIT MARTINIQUE 15t FLOOR LIVING 754 5.F. 2nd FLOOR LIVING 771 S.F. TOTAL LIVING 631 5.F. ENTRY 45 S.F. COVERED PATIO 69 S.F. STORAGE 18 5� TOTAL 50. FT, 1663 5F. � 1 i I i I I I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 1 www.donscoengineering.com i o Ln w OTC ci Z Qmt� M 00 J YS, Z `o Z E EE _j wto W z 0 J CD �o I W u ` V O �U I Z V) OZ� I � 1 O EL 0 U Z v� Q U V) W 1 I TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODEJ� (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-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:Ii DATE DESCRIPTION 09-29-09 1.00 --- FB --- 2007 FBC UPDTATES - I VERSION NO. 1.00 / 09.29.09 CA 25948 --- - _ - SAMUEL A. GREENBERG, P.E. #34245 I THUY H. HUYNH, P.E. #60122 I 1RWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I I SHEET TITLE: INDIVIDUAL UNIT 1531 -MARTINIQUE SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH 1 C •—+ .-4 Z H m a-� N 1 Ln I O a_4 V-4 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com O O Ln W O�� � O � rn z Qm��- LU M 00 o-JD z Cn to f0 ()a Z (a. W w3~ W z J kD nkD w () :�E v) ® U _ V) Z 0z� 0 moo? C n Z V)) Q ' U w `) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. - 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-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 r DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 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: �-Xjc SHEET TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH 201 i DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com j I i ! i o Ln w OZ = C1een am'1 �LLIM� L<OLLLLC Z E W I, W3~ W z J I V � V O V 1 Z cn 0z� I � c) I 1 � I Q 1 Z V) I Q U `) w TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE I C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2009 LENNAR CORP. THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 2009-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: -D -A-T- ATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES - { I I VERSION NO. 1.00 / 09.29.09 ._-- ---._.-- CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 i ENGINEER SEAL: i f L I SHEET TITLE: 2nd FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH i i 2,92 1 I H D m II� Z — — Lu U = o�- a O Lu 12 a N n T.O.B. _ 2no FF. m CIA U = Z LIA U - LL1 S)a MAIN FF. Q 16" x 16" x 24" TALL 50. COLUMN BASE W/ 12" ROUND PILASTER ABOVE. Lu U � U coO�l�u 12 n � _ 2 of F.F. m t �r m — =z LLL �7 QOO�a— C�O,-n cq � Q c0 U_ _, � UJI u SD o- o 16" x 16" x 24" TALL- 50. COLUMN BASE W/ 12" ROUND PILASTER ABOVE, OFF RIDGE VENT (TYF'.) 1370 - ST. CROIX 1371 - ST. CROIX DECORATIVE STONE (TYP.) I1,-91- DELL TRUSSES a SHED ROOF. 1530 - SIESTA KEY IT]1 6068 I 1/2 34 5H TEMP. 1370 - ST. CROIX 1371 - ST. CROIX (2) 25 1/2 33 5H 5068 S.G.D. 1530 - SIESTA KEY STONE (TYP.) 50. COLUMN BASE W/ 12" ROUND PILASTER ABOVE. 1531 - MARTINIQUE ( A55UI"I>=UJ 1531 - MARTINIQUE I I (2) 25 SH EXPANSION JOIN I I I 6068 I s.G.D. 1531 - MARTINIQUE WEEP SCREED INFO, 1531- MARTINIQUE FRONT ELEVATION SCALE - 3/16" = 1'-0" (2) 25 514 - _ 6068 5.G,D. TEMP. 1531 - MARTINIQUE I I 1 I II I REAR ELEVATION 6068 S.G.D. TEMP. 1531- MARTINIQUE SQ. COLUMN BASE W/ 12" ROUND PILASTER ABOVE. 1531 - MARTINIQUE (2) 2 EXPANSION I.- j6068 S.G.D. TEMP. STONE (TYP.) 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX OFF RIDGE VENT (TYP.) -­16" x 16" x 24" TALL 60. COLUMN BASE W/ 12" ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0" OVERHANG IN SIDES AND REAR 1'-4" OVERHANG IN FRONT — Z J 12 �oe0 Lu�O El a8 _ LL ILI --- III iI a a (2) 25 514 1 25 SH 25 5H 0l 0 , � T= z � ado 1/2 33 5H � w LL —L 5068 I 606 O i 5 I/7 34 SH .G D. -A p TEMP TEMP. MA F.F. DECORATIVE 16" x 16' x 24" TALL STONE (TYP.) 50, COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0" OVERHANG IN SIDES AND REAR 1'-4" OVERHANG IN FRONT DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com ;e o C CD Ln Lu CA ;>, co tD I Z amg� LU M C 00 Z rn Z E a'iD Lu 3 1� W -i J � I Lu U L V) O o _ V Z C;) Z � L O � C1 Q C I t/7 U Z V) QI i U w =' TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE. (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENN—AR CORPORATION. 2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, Uc AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE r DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES I j I � VERSION NO. 1.00 / 09.29.09 CA 25948 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 SHEET TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 I DRAWN BY: DZ REVIEWED BY: TH SCALE - 3/16" = 1'-0" -- -i I .R 1 1 .. ':E ST�nl"i��.Ii�IliilA (I x,l�nl Y. 7f T-i-. l'1 4l, N, L- 1ae11 1 1191 1 - R00FVENT SGI-EDULE 21'-'Id• 14'-6' I{'-b' I4'-6' Ml'-b' 14'-6' 14'-b' =I'-I0' T-61 le I If VERIFY WITH GENERAL 0nr'C IZAITC CI I A I I ❑L 1'-0" OVERHANG IN SIDES AND REAR — — 1'-4" OVERHANG IN FRONT oa�o I oaDa QD aD ED— (2) 25 5H (2) 25 SH 25 5H 2nd F.F. = v -12 ' r �S EXP 5ION JOINT IE [1] � �� 3 0 � U _ w — n 0 U Lu cp Q cf� D/ I m p IA-j L (2) 25 SIN (2) 25 SH (2) 25 SH MAIN F.F. - - - - - - - - u9jPEP - - - - —1 5EE B/SN] FOR I CsRADE LINE--"'3068 WEEP SGREED (ASSUMED) 16" x 16" x 24" TALL DECORATIVE INFO. 50. COLUMN BASE STONE (TYP.) NOTE, W/ 12" ROUND ALL TRIM / BANDING TO BE CUT / SCORED PILASTER ABOVE. DECORATIVE FINI5H. 1'-0" OVERHANG IN 51DE5AND REAR RIGHT ELEVATION 1'-4' OVERHANG IN FRONT 2 SCALE : 3/16" = I'-0" Q O Q 0 � _ lL 73 2nd F.F. _ — — 25 5H 3068 GRADE LINE I SEE B/SNI FOR 3068 16" x 16" x 24" TALL DECORATIVE 1A" x Iro" x 24" TALL (ASSUMED) WEEP SCREED DECORATIVE 50. COLUMN BASE STONE (TYP.) 60, COLUMN BASE INFO. STONE (TYPJ W/ 12" ROUND W/ 12' ROUND PILASTER ABOVE. NOTE. PILASTER ABOVE. ALL TRIM /BANDING t0 BE CUT /SCORED DECORATIVE FINISH. OVERHANG IN 51DE5 AND REAR LEFT ELEVATION 1'-4"" OVERHANG IN FRONT 3 SCALE : i � I DAN SCO ENGINEERING, LLC P.O. BOX 3400 I Apollo Beach, Florida 33572 I. p. 813.645.0166 f. 813.645.9698 www.danscoengineen.ng.com ---------i----- o ------ it Ln W Z O ul r, >o'ID zIn , Z �0LLM zEE W -i J 3 1- z JCD � I I ,^ i v ' ^� w U v) O U _ V) Z Oz� 0 Q � � IL Z ci J U w `) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2OD9 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2DG9-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. --- - -- REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES iI i VERSION NO. 1.00 / 09.29.09 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: SHEET TITLE: I ROOF PLAN j SIDE ELEVATIONS SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH 4 Z 0 D m 0 N " I M^ L I O M T-i T-4 —T�'Tif- L i ..: - 1 — - -- i I T . i". -. ,. e:. : ..,. .ua�ca �I a •wil -, Li. _. .- � - I ---, i � - -- _ _ _ I I I ... I , I - I I I j I j I I ! I- I ( i FOR CONTINUATION, SEE = FOR CONTINUATION, 5EE FOR CONTINUATION, 5EE FOR CONTINUATION, SEE FOR CONTINUATION, 5EE - FOR CONTINUATION, 5EE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER ELECTRICAL PLAN PER EACH UNIT. (TYP.) - EACH UNIT. (TYP.) EACH UNIT. (TYP.) L EACH UNIT. (TYP.) EACH UNIT. (TYP_) II ! EACH UNIT. (TYP.) 1 --. I 1 I - _... I ,. I -: I -----------------� ..' -... I------------------ --- J ----------T------ L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------- --- - =-----�--'--- --T ----`-- - , fT -- - '-' - -- -- r- - -- - ----- - --- --- -- -I -- - ------------------------------- --- ----- DIAGRAM BELOW --- ---- _ I m <_ 1 - ! DIAGRAM BELOiU (SEE ELEC. RISER - I r ! 1 (5EE ELEC. RISER METER BANK) I i METER E ER BANK) r i FOR CONTINUATION, 5EE FOR CONTINUATION, SEE FOR CONTINUATION, SEE FOR CONTINUATION, 5EE ELECTRICAL PLAN PER ELECTRICAL PLAN PER ! ELECTRICAL PLAN PER 1 ELECTRICAL PLAN PER EACH UNIT: (TYP,)EACH UNIT. (TYP.)EACH UNIT. (TYP.) _ - EACH UNIT. (TYP.) _ I I I 10/ U - J 1. L.KVIA 1530 - SIESTA KEY 1531 - MARTINIQUE 1371 -ST. CROIX O 400A, M.CB. O 120/240V IP, 3W NEMA 3R 12 4 I 32KAIC METAL COLD 2/0 CU BARE THRU-OUT WATER LLD. PIPE STEEL 5/0' x 10' CU "111 ROp, XFF41R 11 (2) 3' PVC WITH (3) S 350 MCM AL CONDUCTOR6 EA, I 1-1/2" PVC WITH (3)12 AWG CU CONDUCTOR5 (U 6 AUKS GND (TYP. TO UNIT F'NLS.) 1120/20V 20/40V @5A IP, 3W KI ® 24CKT. U5A TYPICAL FOR ALL Fl2-5A--1 UNITS 10 UNIT RISER DIAGRAM (TYP.OFTWO LOCATION5) SCALE: N.T.5. i 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX ELECTRICAL SERVICE PLAN SCALE : 3/I0' = I'-0" DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineedng.com 0 0 Ln LJJ zt,-® O�� In Q m I�T � m 00 QOu-op � vi ToM-1 I z� E00 w w F z 0 0 Lu 1 `u v' ` O U CO; Z Gro I L IL ° U Z v) I dj- 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. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, L1C AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION _ 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH . i _ 1 CKT# ELECTRICAL PANEL SCHEDULE CKT# Q PER UNIT- 125 AMF 2.4 CKT. DESCRIPTION DESCRIPTION ;u tv m tv tv m 1 2 DRYER 10 30A 2 RANGE / OVEN 6 50A 2 3 4 5 6 WK CONDEN50R LNIT 10 30A 2 WATER 10 30A 2 w DATER e MASTER SUITE @ 12 15A 1 9 ID AIR HANDLER / O 0 30A 2 BEDROOM /SMOKE O 12 15A I HEAT STRIP II 12 I I'� DETECTOR �--8--14 H DimA6HER 12 20A 1 CLOTHES 13 12 20A 1 14 WASHER BATHROOM 0 12 20A 1 15 DINING ROOM 12 20A 1 16 KITGO / CU MAINTAMCE / OUTSIDE OUTLETS O 12 20A 15t FLOOR Il 1 12 15A 1 18 LIGHTS KITCHEN zO 12 20A 1 19 015P09AL 12 15A I 20 REFRIGERATOR 12 20A 21 LIVING ROOM 1 12 15A 1 22 MICROWAVE OVEN 12 20A 23 2nd FLOOR 1 12 BA 1 24 LIGHTS PANELBOARD NOTES: 0 DEDECATEA AFL1. CIRCUIT 5 KW FEAT STRIP 0 DEDECATED GR CIRCUIT RE5I1)ENTIAL LOAD CALCULATION 1310/1311 - 5T. CROIX General Lighting 1311 3 4113 Laundry Circuuit 1 1500 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance 6 Czeneral Lighting 8613 RANGE I a000 8000 pryer 1 5000 5000 Special Circuit 0 0 0 13000 Fixed Appliances Water Heaters 1 4500 4500 Dishwasher 1 1200 1200 Disposal 1 1(00 160 6460 TOTAL GENERAL DEMAND 28013D VA FIR6T IC KVA OF GENERAL LOAD 100% 10000.0 VA REMAINDER OF GENERAL LOAD s' 40% 1MJ VA 5 kVA OF HEAT 9 40°io 2000D VA TOTAL l%29D VA 19M divided by 240 equals 80 Demand Amps ELEC. METER — HANK (SEE PG 5 SERVICE PLAN FOR LOCATION) DI5CONN. 587 L®1 MASTER SUITE 4 sULB LIVING ROOM L&T STD. SURFACE MNT. LT.-- ( ' za \ STD. 18 SURFACE _ ;L _UP TO 1- / \ j MNT. LT. FFAN/LIGHTz I LIGHT / \ FAN/LIGHT PRE -WIRE PRE -WIRE 15 •S8 I Q WALL MOUNT zz " sD LIGHTING 6F.1} b s / PER SPECS 11 _ 1a z2 - 15 I/2 \ATN �' SD Eft-- — — 11 `9 _- - O - bt I} \ \ 15�21 5ET DETAIL 'A' FOR REAR UNIT CONFIG. 1 st ELECTRICAL PLAN - 1370/1371 - ST. CROIX SCALE:: 1/4' = I'-0" SCALE: 1/4" = 1'-0' J 1 I./. GI IC= A SD 11 tt SURFACE v MNT. LT. za \ FAN/LIGHT /'1.. _J CI Ct-%TF')It % A I 1")1 A A 1 1 77n /1 771 C`T Tn/11\/ SCALE : 1/4' = 1'-0" %-I .-4 it kb H m O N I M L0 I M Ltd GKT# ELECTRICAL PANEL SCHEDULE CKT! PER UNIT- 125 AMP 24 CKT. IL' E DESCRIPTION � �— 2i L o Z DESCRIPTION o tv m L 1 2 DRYER IO 30A 2 RANGE / OVEN 6 50A 2 UA 3 4 U > 5 b U u/ CONDENSOR LINIT 10 30A 2 WATER 10 30A 2 1L1LIL T HEATER $ MASTER SUITE 12 15A 1 9 10 $ — AIR HANDLER ! O 10 30A 2 BEDROOM / SMOKE � 12 15A I II HEAT STRIP 12 DETECTOR ILII_11. DISHWASHER 12 20A I U CLOTHES WASHER 12 20A 1 14 BATHROOM 12 20A 1 15 DINING ROOM 12 20A I I6 KITCRIN i Cu MANTANCE i OUTSIDE 011 V5 12 20A I IT Ist FLOOR 0 15A 1 18 LIGHTS KITCHEN zO 12 20A I 19 DISPOSAL 12 15A 1 20 REFRIGERATOR 12 20A 1 21 LIVING ROOM 12 15A 1 22 MICROWAVE OVEN 12 20A 1 23 2nd FLOOR 12 15A 1 24 LIGHTS PANELBOARD NOTES: DEDECATED AF.C.I. CIRCUIT O 5 KW FEAT STRIP O DEDECATED &FJ. CIRCUIT RE5IDENTIAL LOAD CALCULATION General Lighting Laundry Circuit Small Appliance Circuits Total Small Appliance s General Lighting RANGE Dryer Special Circuit Fixed Appliances Water Heaters Dishwasher Disposal TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD Q I= REMAINDER OF GENERAL LOAD 9 40% 5 kVA OF HEAT 640. 1530 - 51E5TA KEY 1531 3 4593 1 1500 1500 2 1500 3000 W5 1 8000 8000 1 5000 5000 0 0 1volrol 1 45M 4500 1 12W 1200 1 160 160 6460 28,553.0 VA 10,0002 VA 1,4211 VA 2,000.0 VA TOTAL 13,421.0 VA 19,421 divided by 240 equals 81 Demand Amps A10 D15GONN. is I n 6F.1. WP. �a ENTRY 1 st ELECTRICAL PLAN - 1530 - SIESTA KEY SCALE : 1/4' = 1'-0' y 6F,�Lq' '1 " 15 , \ M.5ATH I 1 I I O WALL MOUNT LIGHTING PER SPECS MASTER SUITE (aD'''' 2 SURFACE MNT. LT. FAN/LIGHT PRE -WIRE CK),' O 2nd ELECTRICAL PLAN - 1350 - SIESTA KEY SCALE : 1/4' = 1'-0" DAN SCO P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineedng.com i O Ln LLj o O � w zQm'D4, M � LU � f 000 Q ¢O�ao z z E o z w _ W j z o CD w U 0T U Z O Z p Q � CL In U Z cry Q U w I I i � I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE.' PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WTiHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS _PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 I � I i I I I I I SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1530 - SIESTA KEY SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ REVIEWED BY: TH 66 ari e—i 't V Z Q H D rm 0 CIO I 0 M .--4 CKT! ELECTRICAL PANEL SCHEDULE CKT! a PER UNIT- 125 AMP 24 CKT.IV 0 DESCRIPTION DESCRIPTION CV LIDZ # m U Etam m I 2 DRYER 10 30A 2 RANGE / OVEN b 50A 2 3 4 > 5 6 CONDEN50R UNIT 10 30A 2 WATER 10 30A 2 HEATER s MASTER SUITE 12 5A I 9 la AIR HANDLER / 0 IO 30A 2 BEDROOM / SMOKE 12 5A 1 II HEAT STRIP DETECTOR W DISHWASHER 12 20A I I3 CLOTHES 12 20A 1 4 WASHER BATHROOM z0 12 20A 1 15 DINING ROOM 12 20A I Ib KITC N / CU MAWMCE OUTSIDE CUTLETS I2 20A I P Ist FLOOR 11 5A I IS LIGHT5 KITCHEN zU 12 20A I 19 DI5PO5AL 12 15A 1 20 REFRIGERATOR 12 20A 1 21 LIVING ROOM 12 5A 1 22 MICROWAVE OVEN 12 20A 1 23 2nd FLOOR 12 15A I 24 LIGHTS PANELBOARI) NOTES: ,Q DEDECATED APGU. CIRCUIT O 5 KW FEAT STRIP O DEDECATED G.E. CIRCUIT RE5IDENTIAL LOAD CALCULATION 1531 - MARTINIQUE General Lighting 1531 3 4593 Laundry Circuuit 1 1500 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance 4 General Lighting W93 RANGE I 8000 a000 pryer 1 5000 5000 Special Circuit 0 0 Fixed Appliances Water Heaters 1 4500 Dishwasher 1 1200 Disposal 1 160 TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD a IM. REMAINDER OF GENERAL LOAD a 40% 5 kVA OF HEAT a 400/6 28,5532 VA 10,000.0 VA 1,42U VA 2,000.0 VA TOTAL 19,421.0 VA 19,229 divided by 240 equals W Demand Amps n 18 FOYER 19 &FJ. 2&4 22OV;, l_ � 23 6F.1.. ,9 � ENTRY 1st ELECTRICAL PLAN - 1531 - MARTINIQUE SCALE : 1/4' = 1'-0' i BEDROOM 2 II „ < 2a STD. SURFACE 1 MNT. LT. 1 FAN/L IGHT T / PRE -WIRE`° I WALL MOUNT I LIGHTING PER 5PEC5 15 SD , 15 a 1) I:... " FLEX SPACE „ 24 5URFACE za J MNT. LT. `/ \ L FAN/LIGHT PRE -WIRE U PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 „ FOOTCANDLE5 (6.46 lux) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (7162 mm) ABOVE THE FLOOR LEVEL PER FRC 303.1. o � WALL MOUNT ,0&,2 R —► LIGHTING __...._, PER 5PEC5 2nd ELECTRICAL PLAN - 1531- SIESTA KEY SCALE : 1/4' = 1'-0' ®ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com o 0 Ln O� Zp>rnIo Qm'i ��fM00 Z f-OU_op M a 900 z w E _j W z o Lu U O U Z VCC � L O Z O Q L C Q I Z C7) I J U w `" THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WrIHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-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 TE—S&RIFIGND1.00 2007 FBC UPDTATES I VERSION NO. 1.00 / 09.29.09 1 I — --- SHEET TITLE: IND. UNIT ELECTRICAL PLANS 1531 - MARTINIQUE SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09,28.09 DRAWN BY: DZ REVIEWED BY: TH 6C 13/U - 51. UKUTA 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY I O/U - 31. L,KUI,& 1371 - ST. CROIX 1371 - ST. CROIX 2 SAW C UT LOCATIONS PULL TO LEFT SCALE : N,T,S. V510N 5TRIN6 FULL TO RICGI+T FOUNDATION PLAN SCALE : 3/16" = 1'-O' ua' IN WIDTH 5AW CUT EXPAN51ON JOINT. CUT TO BE MADE WITHIN 24 HOURS OF FIN15HING NOTE: SEE °UNIT" DETAIL CONCRETE, PLANS FOR 1/4' 5CALE FOR II 3/4 IN DEPTH ALL DIMS. CONCRETE 5EE GENERAL NOTE5 MIX REQUIREMENT5 FOR PLACEI` SAW CUT EXPANSION JOINT 5CALE: N.T.5. 4ED CONCRETE FLOOR 1.4xL4 WIRE ME,5.4 OR PISER MES14 IN MIX DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dcnscoenginee(ng.com a o CD Ln zto I Ora j o� Zammo LLJ fY1 CD Z�OIJi4) Go Z w w � l� z CD I j w U v) O U _ v) Z v) 0Z� 1 �a Q � � 1 n U Z V) 1 W I TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE) (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09_29-09 I 1.00 2007 FBC UPDTATES i VERSION NO. 1.00 / 09.29.09 CA 25948 ❑ 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 I j SHEET TITLE: j FOUNDATION PLAN i i SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ/LV REVIEWED BY: TH si .O I I 130'-8' —4— 21'-10' 3'-0' II'-b' II'-6' 3'-0' 34' 11'-6' II'-b' N-0' ll'-6' 3'-0' 151M. W/FLOOR 3'-0'6-0' (51M. W/I/4'x4' TAPCON5 (51M. W/1/4'x4' TAPCON5 (51M, W/1/4'x4' TAPCON5 (51M. W/I/4'x4' TAPCON5 3'-0'0-0' (51M. W/FLOOR TRU55 PARALLEL 10'-b' m - a 16' OG. IN LIEU OF (51M. SEE a 16' O.C. IN LIEU OF a IV O.C. IN LIEU OF 151M. SEE (51M. SEE coNC -m' 10 b' a 16 O.G. IN LIEU OF TRU55 PARALLEL 70 WALL) (51M. W/1/4'x4' 7APGON5 PAD D 5TRua C D D C 5TRUC_ D f PAD (SIM. 5EE (51M. W/I/4'x4' 7APCON5 __ __ c� 16 O.G. IN LIEU OF C (SIM. 5E S3 XPAN510N BOLTS (SIM. SEE se EXPANSION BOLTS S3 S3 EXPANSION BOLTS Ss 5TRUC. C EXPAN5ION BOLT5 s3 /_-- 3'-0'x3'-0' TO WALL) STRUC, C a 16' O.C. IN LIEU CONC. PAD 1 1 8'-0'x3'-0' U 1 a 3 STRUC. OT C STRUC. NOTE NOTE'C 3 O O 3 NOTES NOTE "3 SIB 3 CONC. PAD Ss ss / NOTE 03 Ss S6 EXPANSION BOLT5 15 FOR / 3 'B FOR FOR LINTEL FOR LINTEL 3 EXPANSION BOLTS ! Ss F LINTEL OR / FOR LINTEL / R L EL D D 51 ) 51 ) y� zE zE LINTEL I LINT SIZ) I L EL ZE '' I EL E 51J�) / G.L ti ' - S3. - r.�,� -- - - S1XE)_— -- --- 0 Ell . , CONC. PAD f GONG. PAD 6 Ib'xlb'x24' HIGH SQUARE COLUMN BASE W/IT ROUND PILASTER ABOVE ■ Sim. W/ Tfam C I B%. a 10'4S1.1 2 AFF.:Q (51M. W/FLOOR TRU55 PARALLEL 70 WALL) 1 51M1 W/ TRUSS BRG, a 10'-4' 1 C Afx. S1.1 ■ ■■ v (51M. W/FLOOR B' r 8' s' 8' a' (51M. W/FLOOR 1 TRU56 PARALLEL s6 8'-10' 5'-8' 8'-10, 5'-8. 5'-8' 8'-10' 8' 10' 5'-8' 5'-5. 8'-10' Ss RUSS PARALLEL 1 TO WALL) TO WALL) 21'-10' 1370 - ST. CROIX 1371 - ST. CROIX WOOD BEAM 5EE PLAN FOR CONN. TO COLUMN AFF. COLUMN SPACERS HURRICANE STRAP PER PLAN AFF. 0,; O O GMU COLUMN FILLED W/ GROUT. 5EE PLAN FOR 51ZE 8 SPEC. (5QUARE COLUMN 15 SHOWN) A ENTRY COLUMN TO BEAM SCALE 1 I' X P.T. BASE 1530 - SIESTA KEY In P.C. LINTEL PER PLAN J / 2X4 P.T. LEDGER W/1/4' DIA. J X 2 3/4' TAPCON5 a 8' 0/C. MA50NRY WALL 5'-a' 1531 - MARTINIQUE 1/16' 0.5B FIRERATED OR REG. PER ROOF PLAN 5EE ROOF NAILING SCHED. ON SHEET 5NI PRE-ENGINEERED ROOF TRUSSES a 24' O/G MAX. U5P HTA20 OR EQUAL R-30 IN5ULATIO 8'-0' AFF. L (3) Ed TOE NAILS MASONRY WALL B WALL SECTION SCALE : N-T.S. W-C 1531 - MARTINIQUE 1531 -MARTINIQUE 1 st FLOOR STRUCTURAL PLAN SCALE:: 3116" = 1'-0" 1531 - MARTINIQUE (2)16d TOE INTO GIRDER a EA. TRU55 1530 - SIESTA KEY VAPOR BARRIER BEHIND GIRDER TRU55 PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ Y4' x 2y4' TAPCON5 a 8' O.C. INTO CMU U5P MP34 a EA. TRU55 PRE -ENGINEERING TRU55 W/3'-O' GANTIVELER MAX. 1/16' 0.53, W/ 8d a 8' O/C 4 \/ CEILING DRYWALL ON TOP W/ 1-3/5' 4 DRYWALL NAIL5 OR DRYWALL BEAM PER PLAN 5CREW5 a T" 0/0. ENTRY ONLY. PRE-ENGINEERED GIRDER TRU55 BOTTOM CHORD W/)14' x 2y4' TAPCON5 a V O.C. INTO GMU DIM, VARIES SHED ROOF G S.G.D./ENTRY DETAIL SCALE ' N.T.S. 1 1370 - ST. CROIX 1371 -ST. CROIX 1-3/4' OR 2-1/2' PLYWOOD OR 055 FILLED CELL W/ lU ri VERT, MA50NRY WALL Q — Ib'xl6'x24' HIGH SQUARE COLUMN BASE I W/ 12' ROUND PILASTER ABOVE ' s I— 1 /�3'-0'x3'-0' / CONC.PAD (2) 2' x 6' BEAM W/ (6)10d COMMON NAILS a EACH END ATTACH 2' x 6' JOIST TO BEAM Wl (6) IOd TOE NAILS a EACH END (TYP.) 2' x 6' J015T a 24' O.C. MAX. 7 NOTE: U PLATFORM 15 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 EXI5T 2' x V S.Y.P. 12 Wl (6)10d COMMON NAIL5 a EACH END 4' x 4' P05T W/ 1/2' DIA. ANCHOR 5OLT5 a 24' O.C. INTO FILLED CELL W/ (1)15 VERT, D ALT A/C PLATFORM DETAIL SCALE DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com O O Ln Lu O:� ZQmrn� C M DO JLL O CIO = `M Z De 00 Z W E W�~ W z I V w U ::E v) O U Z > � L O Z 5 O CL _ I 0 � Z V)) Q 6 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. -- 2009 LENNAR CORP. THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-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: 1 DATE! DESCRIPTION 09-29-09 1 1.00 2007 FBC UPDTATES —4- VERSION NO. 1.00 / 09.29.09 CA 25948 - 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: �j I SHEET TITLE: 1 st FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ/LV I REVIEWED BY: TH Sl I 1370 - ST. CROIX 1371 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 11/h- a- 1531 - MARTINIQUE 1531 - MARTINIQUE 1st FLOOR FRAMING PLAN SCALE = 3/16" = 1'-0' 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineering.com it O O L(1 W CD Q U-) LA 1 ry %D z < cato M C 06 < O 00 M z � Q CL GD Z E >W 3 F WW Z O CD t0 V ^ w U :�j v) O U Z Oz� �O? C cn 0 Z V) ' < U w V' TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 20D9-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 TDESCRIPTION 09-29-09 1 1.00 2007 FBC UPDTATES VERSION NO. 1.00 / 09.29.09 CA 25948 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: L SHEET TITLE: 1 st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ/LV REVIEWED BY: TH Z a D m 0 N M , Y I 0 M V-4 , Y J S2ol PA. -A. 1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 -MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX 1371 - ST. CROIX 1371 - ST. CROIX ROOF FRAMING PLAN 2-PLY PRE-ENGINEERED GIRDER WEND GRAIN BEARING, 2 x 6 WEB MIN. PRE-ENGINEERED WOOD TRUSS TO BE PREPARED BY OT4ER5 L (45 REQUIRED) 1/2' x 7' WEDGE ANCHOR (MIN. SPEAR = 1340*) NOTE: STAGGER ANCPOR5 FROM OPPOSITE SIDE MOISTURE BARRIER` NOTE: -INSTALL BOLTS IN EVERY POLE ON HANGER TPROUGP GIRDER -REFER TO DETAIL A/512 FOR MASONRY STEPS DIMEN510N. 1 GIRDER @ PARTYWALL SCALE : N.T.S. KLEG3 W/TOP FLANGE DANGER 18'-V AFF, (USP KLEG3) GRAVITY CAPACITY = 113201 UPLIFT CAPACITY = 4835$ I,� l-4' A.FF. 5GHtMAIIC; UNLT. 5EE TRU55 PROFILE FOR ACTUAL TRU55. r,_�RAISED HEEL TRUSS SECTION SCALE : N.T.s. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com i O O Ln w I o�� o>rn%D Z�ujM00 LJi°D z 00 zL~n E� W _j ~ z O kD V) LLJ U _ V) Z v) � G O— I Z < Q Q I CL I I d U ) Z v I , Q U w V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE ''C-ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18)WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2009 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 09-29-09 1.00 2D07 FBC UPDTATES I VERSION NO. 1.00 / 09.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ej IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: SHEET TITLE: ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 291041 DATE ISSUED: 09.28.09 DRAWN BY: DZ/LV REVIEWED BY: TH S2,92 —1 SPEG I F I GATI ONS I. I. CONSTRUCTION AGI 318-05 BUILDINO CODE REQUIREMENT5 FOR STRUCTURAL GONGRETE I. 1.2. AGI 530-05, ASGE 5/TM5 402-05 d AGI 530.1-05, ASGE 6/TMS 602-05 SPEGIFICATIONS FOR MASONRY STRUCTURES. I. 1.5. A5TM G270-04, G476-02, AND C610-01 SPECIFICATIONS FOR MASONRY 5TRUCTURE5 I. 1.4. NATIONAL DESIGN 5PEGIFIGATIONS (NDS) FOR WOOD GONSTRUGTION, 2005 EDITION, AND ALL AGGOMPANYIN& SUPPLEMENTS. I. 1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2007 EDITION, (INGLUDING 20Oq SUPPLEMENT) 1- 1-6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERIGAN INSTITUTE OF STEEL GONSTRUGTION, (AI5G) CiTH EDITION. I. I. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TPI 1-02. I. I. 5. FLORIDA FIRE PREVENTION CODE (FFPG 2007) 1.2. DES 1 ON : I. 2. I. AGI 315-05 BUILDING CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE 1. 2. 2. AGI 550-05, ASGE 5/TMS 402-05 ff AGI 550.1-05, A5GE 6/TMS 602-05 5PEGIFIGATIONS FOR MASONRY STRUCTURES. I. 2. 3. A5TM G270-04, G476-02, AND GGO-Cl SPEGIFIGATION5 FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DE51ON 5PEGIFIGATIONS (ND5) FOR WOOD GON5TRUGTION, 2005 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2.6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GORE (FBG), 2007 EDITION, (INGLUDING 200q SUPPLEMENT) 1.5. SHOP DRAWINGS : 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWIN05 WITHOUT WRITTEN APPROVAL FROM THE ENOINEER OF RECORD. I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GONSTRUGTION. I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAWING5 ARE TO BE 516NED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : DRAWINGS AND GALGULATIONS, REACTIONS AND BEARING POINTS, BRAGINO REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 1.4. GENERAL BU I LD I NC NOTES I. 4. I. OGOUPANGY CLA551FIGATON RESIDENTIAL, GROUP R-3 1. 4. 2. BUILDING HEIGHT IN FEET & NUMBER OF STORIES = < (90'-0", 2-5TORY I. 4. 3. TYPE OF GON5TRUGTION: VB 1. 4. 4. PARTY WALLS SHALL PROVIDE NOT LESS THAN A 2-HOUR FIRE RESISTANCE RATING. PLUMBING, PIPIN&, DUCTS ELEGTRIGAL OR OTHER BUILDING SERVICES SHALL NOT BE INSTALLED WITHIN OR THROUGH THE 2-HOUR WALL UNLESS SUCH MATERIALS AND METHODS OF PENETRATION HAVE BEEN TESTED IN ACCORDANCE WITH FBG 2007, SECTION 703. 2. DES I ON LOADS 2.1. DEAD LOADS 2. I. 1. UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE 150 PGF 2. 1.5. UNIT WEIGHT OF 5" G.M.U. BLOCK 55 PSF 2. 1.4. I5T FLOOR SUPERIMPOSED LOAD 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS II PSF 2. 1.6. UNIT HEIGHT OF 2x6 BEARING WALLS : 12 P5F 2. I. 7. BALCONIES ff DECKS : 15 PSF 2. I. 5. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD 10 PSF 2. I. q. 5HINOLE ROOF TOP CHORD: 7 PSF BOTTOM GHORD : 10 PSF 2. 1.10. FLOOR TRUSSES 15 2. 2. LIVE LOADS : 2. 2. I. 51DENALK AND DRIVEWAY LOAD: 250 PSF 2. 2. 2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS : 40 PSF 2. 2. 4. BALCONY AND DECK5 : 60 PSF 2. 2. 5. STAIRWAYS AND LANDINGS : 40 PSF 2. 2- 6- 2_. 2. 7. FLOOR TRUSS TOP GHORD MINIMUM : 40 P5F 2. 2. 8. ROOF TRU55 TOP CHORD MINIMUM 20 PSF BOTTOM CHORD (W/O STORAGE) 10 PSF (NON-GONGURRENT) 2. 3 RAILING LOADS : 2.5. I. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A GONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SY5TEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM. 2. 3. 4. 2.3.1., 2.3.2 d 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER GOMPONENT5. 2.4. HIND LOADS : 2.4. 1. WIND DE51ON TO BE GONDUGTED IN AGGORDANGE HITH 5EGT. R301 OF THE FRG 200-1 EDITION (INCLUDING 200q SUPPLEMENT), AND GONDUGTED BASED ON A 120 MPH, 3 SECOND GUST, FXP05URE "G", IMPORTANCE FACTOR T' = I.O. ENGL05EP BUILDING 2. 4. 2. NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 PSF TILE 24.5. WIND LOAD DETERMINATION BASED ON ASGE 7-05 2.5. DEFLECTIONS : FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. �. DESGON METHOD S. 1. LOAD FACTOR DESIGN 3. I. I. THE LOAD FAGTOR DE51&N METHOD HAS USED TO DE51ON GA5T-IN-PLACE CONCRETE SLABS AND FOOTINGS 5.2. SERVICE LOAD DESIGN : 5.2. I. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING, AND UPLIFT 3.5. LOAD COMBINATIONS FOR LRFD DESIGNS 5.5. I, THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + HL TOTAL DL + AL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE51&NED TO RESIST THE WORST LOAD GOMBINATION RE5ULTINO IN THE MAXIMUM 5TRE55ES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE GON5IDERED. 3. 4. DESIGN ASSUMPTIONS : 5.4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS SHOWN OTHERHISE IN THE DE516N PLANS. 4. MATERIALS 4.1. REINFORCING STEEL 4- 1. 1. REINFORGING STEEL SHALL BE ASTM A615-04o GRADE 40, f'y = 40 Ksi 4- 1- 2- LAP SPLICE SHALL BE AS FOLLOWS: 45 BAR 25", #4 BAR 20", #5 BAR 15". 4. 1. 3. ALL DIMENSIONS PERTAININO TO THE LOCATION OF REINFORGINO ARE TO THE GENTERLINE OF EAGH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORGING MEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DE51&N COVER REQUIREMENTS G-I-P GONGRETE FORMED AGAIN5T EARTH 31, G-141 CONCRETE EXPOSED TO EXTERIOR 2" G-I-P GONGRETE NOT EXPOSED : �'2" GROUT FILLED MASONRY : 5/4' 4. I. 7. WELDED WIRE FABRIC, (HHF): ASTM A05-0I 4. I. LX DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION. 4. 2. GONCRETE : 4.2. I. MODULES OF GONGRETE TYPE MIN. 28 DAY ELA5TIGITY DESIGN (f'c) DE515N (E) 0-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 5,000 Psi 3,122 Ksi 0-1-P GROUT 5,000 Psi 3,122 Ksi 4. 2. 2. CONCRETE SHALL GON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. `. 2. 3. GROUT SHALL GON515T OF PEA ROCK (3/&" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN &" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. GONSTRUGTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE GONDUGTED IN AGGORDANGE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLAB5 (EXGLUDINO EXTERIOR HALKHAY5 & DRIVEWAYS) 3 1/2" MIN. THIGKNE55 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF IN TOP 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF GONTRACTOR5 DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN AGGORDANGE H/ ALL AGI- MGP 2004 STANDARDS. 4.3. CONCRETE MASONRY : 4.3. I. FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM GG0-01, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED H/ GONGRETE IN ALL STEM WALLS. 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MA50NRY PLACEMENT AND CONSTRUCTION SHALL BE GONDUGTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4. 5.7. MASONRY ROUGH OPENING MAY VARY IN THE GRO55 SEGTION DIMENSION OR ELEVATION DIMENSION SPEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SEGTION R606.13 4.4. STRUCTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING WALLS 5PF, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF, fb = 675 PSI, E = 1200 K51 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED U51NO 5PF , STUD QUALITY OR BETTER 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.4. IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER SEGTION PROPERTIES. 4. 4. 5. ONLY 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLIGATION. WOOD IN CONTACT WITH GONGRETE IS TO RECEIVE A STANDARD GRADE PRE55URE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4. 4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE ANSI/TPI 1-02, BG51 I - 03 4.4.5. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE 5T000O FINISH- 7/8" STUGGO FINISH PER ASTM G. q26, APPLY 3 LAYERS W/ TOTAL THIGKNE55 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/a" THICK EAGH. 3RD LAYER I/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 8 FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RESIDENTIAL CODE R7O3.6.2 4.4. 11. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED WOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AWPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4.5. I. FASTENERS AND TIE DOWNS SHALL GON515T OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : A5TM A36/36M 04 Fy = 36 Ksi ROUND METAL PIPE : ASTM A53-02, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : ASTM A500-03o, GRADE B Fy = 461<5i HIGH STRENGTH BOLTS : A5TM A325-q4 MACHINE BOLTS : GALVANIZED ASTM A507-05 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33K5iHITH GqO GALVANIZED GOATING IN ACCORDANCE HITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF : GOMMON WIRE NAILS HITH MINIMUM DIAMETER A5 FOLLOWS : ad = 0.131 ", lod = 0.145", 12d = 0.14a", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO REGEIVE AN ANTI-GORR051VE GOATIN& BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHN5, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATIONS. 4. 5. 7. CONCRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5PAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE WITH THE DE51ON PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR HHILE PLACING GROUT. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MIGRO-LAM STfRE55 GRADES SHALL PROVIDE THE FOLLOWINO MINIMUM PROPERTIES: E = 2,000,000 P51 Fb = 2,g50 P51 Ft = 1,850 PSI Fc = 500 P51 (PERPENDIGULAR) Fc = 2,700 (PARALLEL) 4.-[. STEEL: Fv = 205 PSI 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7. 2. FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN AGGORDANGE WITH A.I.S.G. "5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7. 3. STRUCTURAL STEEL: ASTM A36/361­1 04. 4. 7. 4. STEEL TUBING: A5TM A500-03o, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELEGTRODES, MINIMUM 51ZE FILLET HELPS 3/16", AWS CERTIFIED WELDERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REOUE5T. 4. 7, 6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EAGH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEOUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. - WOR5T CASE DESIGN PRE55URE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (10 2 12 WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DE51GN WIND PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) "END ZONE IS ONLY WITHIN V-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 363 PSF / - 4816 PSF (END) + 363 PSF/ -393 PSF (INTERIOR) UNA. GARAGE DOORS (V = 120 MPH) SINGLE SO +2110 PSF / -312 PSF DOUBLE 160 +264 PSF / -29.4 PSF NOTE: THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN THIS CONSTRUCTION DOCUMENT. 4. 8. SO L: 4.85. I. MINIMUM 501L BEARING PRE55URE CAPACITY OF 2000 P5F. 4. 8. 2. ALL SOIL 15 TO BE GLEAN e POISONED FOR TERMITES PER FBG 2007, RESIDENTIAL SECTIONS R320.1, R320.2, IR320.3, d R704. TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • Soil Ghemicol Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is on approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge of least 1'-0" away from the building side walls. 3. Irrigation/sprinkler 5g5tems including all risers and spray heads shall not be installed within I'-0" of the -building side wal . 4. FBG R704- To provide for inspection for termite infestation, between wall covering and final earth Poo shall not be less than 6 inches. Exception: Paint or decorative cementitiou5 finish less than 5/boll thick adhered directly to the foundation wall. 5. R320.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction 15 complete. 6. R320.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. 7. R320.1.3 If soil treatment Is used for subterranean termite prevention, Space In concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanent)q ploced'forms of sufficient depth to eliminate any planned soil disturbance after initial chemical Boll -treatment. 8. R320.1.4 If soil treatment i5 used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner a5 to avoid penetrating or disturbing treated soil. q. R320.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. 10. R320.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or gqrade within I foot (305 mm) of the primary structure sidewalk. Also, a vertical chemical barrier sholllse applied promptly after construction is completed, inc ludinq initial Iand5copin and irrigation/sprinkler installation. Any Soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. 11. R320.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, 5ectlon5 R320.I.Ithrough R310.1.6 do not apply; however, a signed contract assuring the Installation, maintenance and monitoring of the bolting system for a minimum of 5 nears from the Issue of the Gertlficate of Occupancy shall be provided to the building official prior Eo the pouring of the slab, and the system must be installed prior to final building approval. 12. FBG IR320.1 - All buildings are required to have pre -construction treatment. 15. R320.1 Termite Protection. Termite protection shall be provided by registered termiticide5, includingq soil applied pesticides, boitinqq 5y5tem5 and pesticides applied to wood, or other approved methods of termite protection lobeled"for use o5 a preventative treatment to new construction. See Section 202, Registered termiticide. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Gonsumer Services." 14. R320.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch, and be sealed within the g slab usina non -corrosive clamping device to eliminotethe annular space between the pipe and the sleeve. go termicides shall be applied inside the sleeve. 15. R320.3 Gleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all nonpreservotive treated or nonnaturally durable wood, or other cellulose -containing material prior to concrete placement. 4. 8 .3. 501L 15 TO BE COMPACTED TO G1590 MODIFIED PROCTOR AS DEFINED BY A5TM D 1557-00 NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAW I NC S BEFORE GONSTRUGTION BEGINS. DANSGO ENOINEERINO LLG IS RESPONSIBLE FOR THE STRUGTUiRAL I NTEOR I TY OF THIS PROJEGT ONLY. ANY D I SGREPANGY BETWEEN FIELD CONDITIONS, OTHER DES I ON PROFESS I ONALS' SHOP DRAW I NOS, GONTRAGTORS' BU I LD I NO METHODS, AND THESE S I ONED AND SEALED DRAW I NOS MUST BE BROUGHT TO THE ATTENTION OF DANSGO ENOINEERINO LLG PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. ATTENTION: GHEM I GAL GHANOES IN PRESSURE TREATED WOODS AS OF DEGEMBER 31ST, 2003, GHROMATED GOPPER ARSENATE (CCA-C) HILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CGA-C. MANY OF THE NEW PRESSURE TREATED HOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AGO-C, AGO-D, CBA-A, OR GA-B REQUIRE HOT -DIPPED OALVAN I ZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REGU I RED SAFETY OLAZINO IN HAZARDOUS LOCATIONS (RE: FRG R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INGLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDIGATED AS DEFINED IN SECTION R308.4 SHALL PA55 THE TEST REQUIREMENTS OF GPSG 16 GFR, PART 1201 CRITERIA FOR GATEOORY I OR GATEGOIRY II AS INDIGATED IN TABLE IR305.3 EXCEPTIONS: I. POLISHED WIRED 6LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE51STANT LOCATIONS SHALL COMPANY WITH AN51 Zg7.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY" WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES 2. GLAZING IN FIXED AND 5LIDIN& PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLO5URE5 FOR HOT TU55, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWER5. OLAZINO IN ANY PART OF A BUILDING WALL ENGLOSINO THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING 5URFAGE. 6. OLAZINO, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24-INCH(610MM) ARC, OF THE DOOR IN A CLOSED POSITION AND HH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING 5URFAGE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXF05ED AREA OF AN INDIVIDUAL PANE GREATER THAN q SOUARE FEET (0.05b M2). 7.2 BOTTOM EDOE LE55 THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (c114 MM) ABOVE THE FLOOR. 7-4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES 014 MM) HORIZONTALLY OF THE GLAZING. b. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING 5URFAGE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. q. GLAZING IN WALLS AND FENCES ENGLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUB5 AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. OLAZINO ADJACENT TO 5TAIRHAI'S, LANDINGS, AND RAMPS WITHIN 36 INCHES 014 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED 5URFAGE OF THE GLA55 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING 5URFAGE. IL GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INGHE5 (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE CLASS 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: I. OPENINGS IN DOORS THROUGH WHICH A 3-INCH06 MM) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR -7. 3. GLAZING IN SECTION IR300.4, ITEM 6, HHEN THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR HHERE AGGE55 THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (114 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH 5EGTION R30,5.4, ITEM 7. 5. OLAZING IN SECTION R308.4, ITEMS 7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE AGGESSIBLE 51DE(5) OF THE &LAZING 36 INGHE5 ± 2 INGHE5 014 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KO/M) WITHOUT GONTAGTING THE GLA55 AND BE A MINIMUM OF I Y2 INCHES (50 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATINO GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R30bo.4, ITEM 7, HHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, HALKING SURFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.7q FAD) OF HORIZONTAL] 5URFAGE ADJACENT TO THE &LASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES GOMPLYING WITH THE REQUIREMENTS OF SECTION fR308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A 5URFAGE THAT PROVIDES A CONTINUOUS BAGKIN& SUPPORT. q. SAFETY GLAZING IN SECTION R3O8.4, ITEMS 10 AND 11 15 NOT REQUIRED HHERE: q.I THE 51DE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDING BALUSTERS OR IN -FILL PANELS, GOMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDINO CODE, BUILDING; AND 01.2 THE PLANE OF THE GLA55 15 GREATER THEN 15 INCHES (457 MM) FROM THE RAILING. GLASS BLOCK INSTALLATION PERFOi21 W IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. AL. MORTAR SHALL BE TYPE 'S' OR V. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF: THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH•, PER PITTSBURG CORNING% RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK 20 ga. PANEL ANCHOR -\ S ga. PANEL REINFORCING (EVERT' OTHER COURSE) ro' MIN. LAP SPLICE GLASS BLOCK DETAIL EXPANSION STRIP 1/4' EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP V MIN. LAP SPLICE UJ/ REINFORCING PANEL NOTE: SEE CLASS BLOCK INSTALLATION NOTES. F(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R3012.13) i(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.I1o.0 V Z H D m T-4 N N I M LO I O a-i T -4 CONVENTIONAL FRAMIWG $PAN TABLE MBI ER SIZE AND SPACMCs MGAXMUM LENCsTH MEMBER CONNECTIONS' 2' X 4' * 16' Ojr, 11-52 (2)16d TOENAILS 2' X 6' * *'Or. 10'-S' (2)16d TOENAILS 2' X V * 16' O:C` 13'-9' (3) I6d TOENAILS 2' X 108 * 16' Or.. 16'-$' (V USP HTW20 OR (3) *d TOENALS 2' X 122 * 16' OJC. 19'-3' (1) USP HTW20 OR (4) *d TOENAILS 2' X 4' * 24' Ojr., 6'-1' (2) *d TOENAILS 2' X 6' * 24' OJC, W-6' (2) *d TOENAILS 2' X 8' * 24' OjC. n'-0' (2)16d TOENAdLS 2' X 10, * 24' OJC, 13'-0' (3) *d TOENAILS 2' X 12' * 240 OiC, 01-4' (1) USP 9TW20 OR (3)16d TOENAILS • T0EK4n- CONNECTION* DESOM FOR $WAR ONLY (I& RAFTER TO RIDGEIBEAM)- SOUMER N YELLOW PW 53 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor = 1.0) TRIBUTARY AREA (ftL 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 wind speeds between those given above the load may be interpolated, otherwise use the load associated w ith the low er effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2007 3 Plus and minus signs signify pressures acting tow and and aw ay from the building surfaces UPL.Ft COMECiION U8P TE CONrECTOR C � � FAbt10EIQB col6EctoR CAPAU f � FA9TENH�9 MASONRY AM "TM MIMaW AFPI.IGAMM I4tA16 ow 139E 13-11 d x 1 W, A* MW 33b 1-10d x I W' I4tA20 1300 b90 13-10d x 11R' META20 IW 336 11-0d x IVY qT 429P 1111-16d "6 3SW B *d x Z R' W= R< 32-*J WM 4*90 32-d LUGT2 no -- *40d a b-V4W Wjgg bob LC112 2W -- 6-16d SHWO +y - V4'4 V4' Tttw LSTI9 aw 8-10d LT1'19 13w 8.16d SMilas LTtI% 2"& 16-10d x I V2' LT rW 23W S-10d x 1 W' FRAME AFFLICATIM FRWRAAMEE ICAT06 RT1 "b t10 10-8d x I VY 45 W 10-8d x 110' RTI6 I= 64D 16-Sd x I IR' W to 20 16-8d x I VY RM-2 I030 390 *-8d x I VP 1410-2 '16® 30 12-10d SFT12 15 2" 6-10d am 38b 10-10d SF'124 WS 260 12-IOd SP2 Im 9-10d SF M ub 6-10d x 1 V' SF114 Nb 6-10d x 1 V1' SPIH4 rw 12-10d x I I*' 8P314 a" E-10d x 11R' nrxT6 390 22-10d MCsT 390 22-10d LU072 22610 324 d LG12 20b0 304d Spiwf INiY� 530 0 20-Wd 3inb210 Wbe 20-Wd MSTAIb IZ1b 14-10d LSTAIB S5 Wiffid MIbTA24 130b W10d LSTA24 123b 0-10d MSTA30 1 *35 22-10d LOTA30 *40 22-10d M US6 1 1636 22-Wd LSTA36 *40 24-Wd • C:APPAC41Y 16 SABED ON CONCRETE 9 bEDhW, REFER TO M4NPiACRI4F-R FOR CfROUt AU JV CMU N010 V CO I ECTOR CAPACIT0 ARE FOR SYP, REFER TO MIANFACIUM9* FOR AWITIONAL NFOIMTION 2) DO NOT MA NAIU T1#a0W TI'E MW PLATE ON TEE OPPM2 SIDE OF THE TRM, KHM COULD FORCE TIE PLATE OFF M INK "J" BOLTS REPLACEMENT CHART THE F'OLLOU111NG 'J' BOLTS CAN BE REPLACED WITH tHE CORRESPONDING BOLTS, THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB AFPLICATICN ONLY. NOTE: EXPANSION BOLTS NOT R'ECOMI-ENDI=D *GONG STEP 'J' BOLTS EXPANSION BOLTS �i8'# x 6, 3i8'# x 6' MIN. %'o x 10' 5/6-4,x 10. MIN. + 4 + + + + + + + + . . . . . . r 0 ROOF D I APHRAC M NPR I L I NC SCHEDULE � RIDGE LINE � + + + PLYWOOD OR 1/16" 05B IDOE LINE 120 MPH 5 SECOND OUST EXP05URE "G" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "G" WIND ZONE 8d RING SHANK NAILS @ 6" O.G. � 8d RING SHANK NAILS @ 6" O.G. EDGES & + + + 4" O.G. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.G. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RIN65 PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: I) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOW FINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DAN5G0 ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN. CEMWPLAOM f aw>I cow 111arymme I yr m r Aoti *oof elaOHM ITM A0R'IGOb Ogee W= 714D * Haar nE tTvEK AND METAL Lang MAST GO OVER THE ?OP OF TFE WEEP Iom BLOCK IbT RamRam �' W'eti rL+1161l0! A Ad1H7em6 � ~•• $NI "Lt BACM rtra. •• �: LAfI! N .i0001 A1lix �.1. , r • r>/8�� MIM A161M1Ci�163 T� TY1ieC ••y • • �• Itl�ORA7lD M • •f: /�. Alm ",om I'�L+IdiIJ! ill GF EW rsCtllW wa" r Aeo+i* IM or 4:__1 WALL 90TW ear r ee.O* w+K+l'tOole ICVIAM NOTE i WEEP 5GREED DETAIL MIN. EMBEDMENT SCHEDULE 1=0R E AND QUANTITY OF F,45TENER5 TYPICAL I-ITA 20-18 / I••ITA 20 IN5T/4LL>AT ION TYPIC,4L MTUJ INSTALL,4TION -FAB CHIMNEY CAP :� C10 L 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. ' XTERIOR FINISH z ¢ I RE-FAB CHIMNEY LOCKING ®MIQ POINT � WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT = a o GALV. METAL /2" SHEATHING OR O.S.B. o FLASHING 2"x4" STUDS 016" O.C. MAX. CV =`s ALV. MTL. FLASHING CRICKET­7�'�4�11_4 TRUSS TOP CHORD SECTION 11,4-,4" `-USP HTW20 ®EA. CORNER OUBLE 2'x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" F 360 MAX __1 1'R11.75 ATTACH BLOCKING x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER MP-34 ANGLE TYPICAL -► RE -ENGINEERED WOOD TRUSSES USP 1"IUGT15 TO QUILT -UP COLUMN DETAIL ,}-ITA 20-15 / I•-IT>4 20 INSTALLAtION e MID SPAN TE: NO UPLIFT Y,4L1JP 15 BASED ON SPf. RTI USP 6 1,151N6 I6-8Id AI/2" NAILS UPLIFT = 10306 TYPICAL RT16 INSTALLATION WUS INSTALLATION CRICKET TYPICAL -FAB CHIMNEY ASSEMBLY 0 16" T1'PIC,4L CI--EI1"tNEY PLAN SCALE: 3 4 =1 -0 GTTf Q/10BM Gm. GONT. 6'5 BAR O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. *5 15V"**'-" W-Ed M I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L CD Ln SCALE: N.T.S. LD E I I DAN SCO ENGINEERING, LLC it P.O. BOX 3400 Apollo Beach, Florida 33572 I I p. 813.645.0166 I f. 813.645.9698 www.danscoengineedng.com 0 w zoo z > rn %c I am a0L-LJoo Z Q �o�'o w W J�~ �I Z o 0 I I I I W QIO Z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ 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. I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN I CONSENT FROM LENNAR CORPORATION. ©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.C. FC THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 02.02.09 1.0 2007 F8C UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS I VERSION NO. 1.01 / 10.29.09 CA 25948 - --- -- - I � SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 I � E] IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 � ENGINEER SEAL: I /1� I SHEET TITLE: I STRUCTURAL NOTES � I &DETAILS I I SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S Nl 1US V I_F - I TYPICAL ROOF D I APHRAC M NPR I L I NC SCHEDULE � RIDGE LINE � + + + PLYWOOD OR 1/16" 05B IDOE LINE 120 MPH 5 SECOND OUST EXP05URE "G" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "G" WIND ZONE 8d RING SHANK NAILS @ 6" O.G. � 8d RING SHANK NAILS @ 6" O.G. EDGES & + + + 4" O.G. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.G. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RIN65 PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: I) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOW FINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DAN5G0 ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN. CEMWPLAOM f aw>I cow 111arymme I yr m r Aoti *oof elaOHM ITM A0R'IGOb Ogee W= 714D * Haar nE tTvEK AND METAL Lang MAST GO OVER THE ?OP OF TFE WEEP Iom BLOCK IbT RamRam �' W'eti rL+1161l0! A Ad1H7em6 � ~•• $NI "Lt BACM rtra. •• �: LAfI! N .i0001 A1lix �.1. , r • r>/8�� MIM A161M1Ci�163 T� TY1ieC ••y • • �• Itl�ORA7lD M • •f: /�. Alm ",om I'�L+IdiIJ! ill GF EW rsCtllW wa" r Aeo+i* IM or 4:__1 WALL 90TW ear r ee.O* w+K+l'tOole ICVIAM NOTE i WEEP 5GREED DETAIL MIN. EMBEDMENT SCHEDULE 1=0R E AND QUANTITY OF F,45TENER5 TYPICAL I-ITA 20-18 / I••ITA 20 IN5T/4LL>AT ION TYPIC,4L MTUJ INSTALL,4TION -FAB CHIMNEY CAP :� C10 L 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. ' XTERIOR FINISH z ¢ I RE-FAB CHIMNEY LOCKING ®MIQ POINT � WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT = a o GALV. METAL /2" SHEATHING OR O.S.B. o FLASHING 2"x4" STUDS 016" O.C. MAX. CV =`s ALV. MTL. FLASHING CRICKET­7�'�4�11_4 TRUSS TOP CHORD SECTION 11,4-,4" `-USP HTW20 ®EA. CORNER OUBLE 2'x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" F 360 MAX __1 1'R11.75 ATTACH BLOCKING x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER MP-34 ANGLE TYPICAL -► RE -ENGINEERED WOOD TRUSSES USP 1"IUGT15 TO QUILT -UP COLUMN DETAIL ,}-ITA 20-15 / I•-IT>4 20 INSTALLAtION e MID SPAN TE: NO UPLIFT Y,4L1JP 15 BASED ON SPf. RTI USP 6 1,151N6 I6-8Id AI/2" NAILS UPLIFT = 10306 TYPICAL RT16 INSTALLATION WUS INSTALLATION CRICKET TYPICAL -FAB CHIMNEY ASSEMBLY 0 16" T1'PIC,4L CI--EI1"tNEY PLAN SCALE: 3 4 =1 -0 GTTf Q/10BM Gm. GONT. 6'5 BAR O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. *5 15V"**'-" W-Ed M I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L CD Ln SCALE: N.T.S. LD E I I DAN SCO ENGINEERING, LLC it P.O. BOX 3400 Apollo Beach, Florida 33572 I I p. 813.645.0166 I f. 813.645.9698 www.danscoengineedng.com 0 w zoo z > rn %c I am a0L-LJoo Z Q �o�'o w W J�~ �I Z o 0 I I I I W QIO Z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ 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. I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN I CONSENT FROM LENNAR CORPORATION. ©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.C. FC THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 02.02.09 1.0 2007 F8C UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS I VERSION NO. 1.01 / 10.29.09 CA 25948 - --- -- - I � SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 I � E] IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 � ENGINEER SEAL: I /1� I SHEET TITLE: I STRUCTURAL NOTES � I &DETAILS I I SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S Nl 1US V I_F - I TYPICAL f aw>I cow 111arymme I yr m r Aoti *oof elaOHM ITM A0R'IGOb Ogee W= 714D * Haar nE tTvEK AND METAL Lang MAST GO OVER THE ?OP OF TFE WEEP Iom BLOCK IbT RamRam �' W'eti rL+1161l0! A Ad1H7em6 � ~•• $NI "Lt BACM rtra. •• �: LAfI! N .i0001 A1lix �.1. , r • r>/8�� MIM A161M1Ci�163 T� TY1ieC ••y • • �• Itl�ORA7lD M • •f: /�. Alm ",om I'�L+IdiIJ! ill GF EW rsCtllW wa" r Aeo+i* IM or 4:__1 WALL 90TW ear r ee.O* w+K+l'tOole ICVIAM NOTE i WEEP 5GREED DETAIL MIN. EMBEDMENT SCHEDULE 1=0R E AND QUANTITY OF F,45TENER5 TYPICAL I-ITA 20-18 / I••ITA 20 IN5T/4LL>AT ION TYPIC,4L MTUJ INSTALL,4TION -FAB CHIMNEY CAP :� C10 L 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. ' XTERIOR FINISH z ¢ I RE-FAB CHIMNEY LOCKING ®MIQ POINT � WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT = a o GALV. METAL /2" SHEATHING OR O.S.B. o FLASHING 2"x4" STUDS 016" O.C. MAX. CV =`s ALV. MTL. FLASHING CRICKET­7�'�4�11_4 TRUSS TOP CHORD SECTION 11,4-,4" `-USP HTW20 ®EA. CORNER OUBLE 2'x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" F 360 MAX __1 1'R11.75 ATTACH BLOCKING x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER MP-34 ANGLE TYPICAL -► RE -ENGINEERED WOOD TRUSSES USP 1"IUGT15 TO QUILT -UP COLUMN DETAIL ,}-ITA 20-15 / I•-IT>4 20 INSTALLAtION e MID SPAN TE: NO UPLIFT Y,4L1JP 15 BASED ON SPf. RTI USP 6 1,151N6 I6-8Id AI/2" NAILS UPLIFT = 10306 TYPICAL RT16 INSTALLATION WUS INSTALLATION CRICKET TYPICAL -FAB CHIMNEY ASSEMBLY 0 16" T1'PIC,4L CI--EI1"tNEY PLAN SCALE: 3 4 =1 -0 GTTf Q/10BM Gm. GONT. 6'5 BAR O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. *5 15V"**'-" W-Ed M I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L CD Ln SCALE: N.T.S. LD E I I DAN SCO ENGINEERING, LLC it P.O. BOX 3400 Apollo Beach, Florida 33572 I I p. 813.645.0166 I f. 813.645.9698 www.danscoengineedng.com 0 w zoo z > rn %c I am a0L-LJoo Z Q �o�'o w W J�~ �I Z o 0 I I I I W QIO Z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ 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. I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN I CONSENT FROM LENNAR CORPORATION. ©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.C. FC THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 02.02.09 1.0 2007 F8C UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS I VERSION NO. 1.01 / 10.29.09 CA 25948 - --- -- - I � SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 I � E] IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 � ENGINEER SEAL: I /1� I SHEET TITLE: I STRUCTURAL NOTES � I &DETAILS I I SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S Nl 1US V I_F - I TYPICAL I'�L+IdiIJ! ill GF EW rsCtllW wa" r Aeo+i* IM or 4:__1 WALL 90TW ear r ee.O* w+K+l'tOole ICVIAM NOTE i WEEP 5GREED DETAIL MIN. EMBEDMENT SCHEDULE 1=0R E AND QUANTITY OF F,45TENER5 TYPICAL I-ITA 20-18 / I••ITA 20 IN5T/4LL>AT ION TYPIC,4L MTUJ INSTALL,4TION -FAB CHIMNEY CAP :� C10 L 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. ' XTERIOR FINISH z ¢ I RE-FAB CHIMNEY LOCKING ®MIQ POINT � WHEN CHIMNEY EXCEEDS 6'-0" IN HEIGHT = a o GALV. METAL /2" SHEATHING OR O.S.B. o FLASHING 2"x4" STUDS 016" O.C. MAX. CV =`s ALV. MTL. FLASHING CRICKET­7�'�4�11_4 TRUSS TOP CHORD SECTION 11,4-,4" `-USP HTW20 ®EA. CORNER OUBLE 2'x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" F 360 MAX __1 1'R11.75 ATTACH BLOCKING x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER MP-34 ANGLE TYPICAL -► RE -ENGINEERED WOOD TRUSSES USP 1"IUGT15 TO QUILT -UP COLUMN DETAIL ,}-ITA 20-15 / I•-IT>4 20 INSTALLAtION e MID SPAN TE: NO UPLIFT Y,4L1JP 15 BASED ON SPf. RTI USP 6 1,151N6 I6-8Id AI/2" NAILS UPLIFT = 10306 TYPICAL RT16 INSTALLATION WUS INSTALLATION CRICKET TYPICAL -FAB CHIMNEY ASSEMBLY 0 16" T1'PIC,4L CI--EI1"tNEY PLAN SCALE: 3 4 =1 -0 GTTf Q/10BM Gm. GONT. 6'5 BAR O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. *5 15V"**'-" W-Ed M I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L CD Ln SCALE: N.T.S. LD E I I DAN SCO ENGINEERING, LLC it P.O. BOX 3400 Apollo Beach, Florida 33572 I I p. 813.645.0166 I f. 813.645.9698 www.danscoengineedng.com 0 w zoo z > rn %c I am a0L-LJoo Z Q �o�'o w W J�~ �I Z o 0 I I I I W QIO Z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ 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. I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN I CONSENT FROM LENNAR CORPORATION. ©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.C. FC THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 02.02.09 1.0 2007 F8C UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS I VERSION NO. 1.01 / 10.29.09 CA 25948 - --- -- - I � SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 I � E] IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 � ENGINEER SEAL: I /1� I SHEET TITLE: I STRUCTURAL NOTES � I &DETAILS I I SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S Nl 1US V I_F - I TYPICAL SECTION 11,4-,4" `-USP HTW20 ®EA. CORNER OUBLE 2'x4" BLOCKING w/ 1/2" PLYWOOD FLITCH SCALE: 3/4"=1'-0" F 360 MAX __1 1'R11.75 ATTACH BLOCKING x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER MP-34 ANGLE TYPICAL -► RE -ENGINEERED WOOD TRUSSES USP 1"IUGT15 TO QUILT -UP COLUMN DETAIL ,}-ITA 20-15 / I•-IT>4 20 INSTALLAtION e MID SPAN TE: NO UPLIFT Y,4L1JP 15 BASED ON SPf. RTI USP 6 1,151N6 I6-8Id AI/2" NAILS UPLIFT = 10306 TYPICAL RT16 INSTALLATION WUS INSTALLATION CRICKET TYPICAL -FAB CHIMNEY ASSEMBLY 0 16" T1'PIC,4L CI--EI1"tNEY PLAN SCALE: 3 4 =1 -0 GTTf Q/10BM Gm. GONT. 6'5 BAR O.C. MAX. x4" BLOCKING w/ 'LYWOOD FLITCH TYP. *5 15V"**'-" W-Ed M I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L CD Ln SCALE: N.T.S. LD E I I DAN SCO ENGINEERING, LLC it P.O. BOX 3400 Apollo Beach, Florida 33572 I I p. 813.645.0166 I f. 813.645.9698 www.danscoengineedng.com 0 w zoo z > rn %c I am a0L-LJoo Z Q �o�'o w W J�~ �I Z o 0 I I I I W QIO Z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ 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. I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER WITHOUT WRITTEN I CONSENT FROM LENNAR CORPORATION. ©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.C. FC THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 02.02.09 1.0 2007 F8C UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS I VERSION NO. 1.01 / 10.29.09 CA 25948 - --- -- - I � SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 I � E] IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 � ENGINEER SEAL: I /1� I SHEET TITLE: I STRUCTURAL NOTES � I &DETAILS I I SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S Nl 1US V I_F - I TYPICAL I_F - I TYPICAL 12 �\YP.) VARIES %" HIGH STRENGTH CDC GYP. BOARD OR %" WALL BOARD (OR %` GYP. TYPE "X" a GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS a T" O.C. CEILING 8 8" O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION lx2 P.T. HORIZONTAL NAILER 5TD. 90' HOOK (SE DETAIL) R4.1 MIN_ INSULATION ON - EXT.. BLOCK WALL5 Ix2 PT WD FURRING a 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 TRU55 a 24' O.G. U.N.O. HURRICANE ANCHOR a EACH TRUSS \(SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS OISTURE BARRIER �ROOP COVERING s 7/16' O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON 5HT. 5N1 G ELEV. VARIES CONTINUOUS TO FOOTER BELOW SO' NOOK DETAIL ALUMINUM '� K.O. BLOCK DRIP EDGE ALUMINUM FASCIA 12' U.N.O. 2x4 SUB 1=A6C I A 2' ALUMINUM VENTILATED SOFFIT 8°x8"X16" KNOCK -OUT BLOCK W/ 1*5 CONT. FILLED SOLID W/GROUT 20" MIN. LAP 8" C.M.U. T1 PICAL #3 OR #4 REINFORCING BAR TYPE "S" MORTAR 03 4 04 LAP SPLICE ARCHITECTURAL FINISH (1) *5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) Ix4 P.T. BASE NAILER 4"x4" INSPECTION \ PORT AT EACH 3 1/4" BASEBOARD FILLED CELL TYPICAL 2500 F51 CONCRETE z_ MIN_ 2500 PSI CONG. SLAB SLAB W/ 6x6 (MIN 3000 P51 GONG. SLAB WI.4 x WI.4 WWF OR FOR HERNANDO CO. ONLY) FIBERMESH O z O w 7/// 6 MIL VAPOR \\/�\/x > _ BARRIER CLEAN POISONED AND COMP. SOIL. (COMPACTED - TO 95% MODIFIED PROCTOR ASTM D155-1) 3° IN. CLR. (2) *5 REBAR CONT. ON 3" CHAIRS TYP. U.N.O. 1 _4 5TD. 9O° HOOK (SEE DETAIL) TYPICAL WALL SECTION ,4 SCALE: N.T.S. ca3 (I) ROW 2x BLOCKING a MID HGT, FOR WALL HGT. < 8' -6 °. (2) ROWS 2x BLOCKING a 3rd PT5 FOR WALL HGT. > 8'-6". 1/2 GYP. WB (MIN.) a GARAGE SIDE IF APPLICABLE. SEE LAP 5PLIGE DETAIL 25' MIN. LAP R I J/811J #5 REINFORCING BAR #5 REINFORCING 05 LAP SPLICE BAR 36" MIN. LAP *5 STD- SO' NOOK #b REINFORCING BAR 0& LAP SPLICE RE5AR DETAILS SCALE: N.T.S. 83 ELEV. VARIES I" x 2" FURRING I" x b" ROUGH 5AWN CEDAR 12" U.N.O. 2x4 5PRUGE SUB FASCIA 12" ALUMINUM Ix2 P.T. NAILER VENTILATED SOFFIT ,4LTERN,4TE E45C1,4 SCALE: 3/4"=1'-O" LOAD BEARING OR EXTERIOR WALL SEE CG183 OR 6/53 FOR ANCHOR BOLT INFO. +U5P 5PT22 TYP. 2x `V 5.P.F. 5TUD5 I @ Ib" O.G. 2x STUD I 8" G.M.U. I "x P.T. STUD #5 VERT. IN FILLED CELL 5/5" x b" EXPANSION BOLT @ 24" D.G. VERT. OR 5/8"xb" "J" BOLTS I 2x P.T. PLATE ASSUMED FINISHED GRADE Z I MONO OR 5TEMWALL — — — — — — — — — _ ° FOOTING MONO SHOWN p p FOR CLARITY ° .D D 1> °D NOTE: ° pD ° p *FOR BEARING WALL W/ UPLIFT ONLY FIRAME WALL TO C M.U. WALL CONNECTION D 2x P.T. PLATE 1/4' 0 X 3 1/4' TAPCON5 a 24' O/C 8 SEE TYP_ WALL SECTION FOR 5GALE: 3/4"=1'-O" S3 a 6" MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. (2) *5 CONT. ON 3" 6 x 6 W1.4 x WI.4 CHAIRS (TYP.) WWF OR FIBERMESH TYPIGAL G.M.U. BLOCK WALL GALVANIZED METAL STOP �— D---.----°--°---= --Z a _ /\//\\ D /\\//\\/ = 5ECURED TO WALL TO RUN LEVEL AT A \ p • \ GONTINUOU5 AND MINIMUM OF b" ABOVE GRADE. \x,\ \�\ /�/ //% / EST. GRADE ELEVATION 0'-0" 8' I'-4' 8' _ TOP OF SLAB - _ TYPICAL INTERIOR SEARING WALL W/OUT UPL IFT - - - SEE TYP. WALL 5EGTION FOR SCALE: 3/4 " =1' -O" S3 FINISH TEXTURE QRE AK N ADDITIONAL SLAB INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.S. 83 ADDITIONAL INFORMATION. EXPANSION JOINT FORMED USING 1/2" EXPAN51ON JOINT MATERIAL 3/4" REGE55 FOR V RIES THICKEN SLAB EDGE BETWEEN V RIES 5.6.D. (U.N.O.) 5/4" REGE55 FOR b x b WIA x W1.4 DOOR FRAMES A5 SHOWN SEE A/53 FOR 5.67.D. (U.N.O.) WWF OR FIBERME5H FINISHED GONGRETE LANAI TO REINF. INFO. <r RECEIVE BROOM FINISH U.N.O. \� d— d :_../ ''ri I _ CVO —_ a \ ad d Q — /41 a a \ SEE A/53 FOR ' '\ '\ ' REINF. INFO. 4" 1'-4" 8" (I) #5 GONT. SEE A/83 OR J/56 1"-4" (1-STORI') OPTION #1 4' 8l 1'-a° (2-sTORI allFOR REINF. INFO. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. OPTION *12 5L,45 STEP 4 RE:CE:SS 'a S.Cs_D. 1" I SEE TYP. THIGKENED SLAB EDGE DETAIL 83 ON SHEET 53 FOR OUTER EDGE OF LANAI 5GALE: 3/4"= I'-O" (1) ROW 2x BLOCKING a MID NOTE: HGT. FOR WALL HGT. s V-6'. SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING a 3rd ADDITIONAL INFORMATION PT5 FOR WALL HGT. > 8'-6'. 1/2" GYP. WB (MIN.) a GARAGE USP 5PT22 CONNECTOR SIDE IF APPLICABLE. 2x P.T. PLATE 5/6"0 EXPANSION BOLT a 24" O/C W/ 5' EMBEDMENT (MIN. SHEAR SPACE ANCHOR BOLTS /3500t MIN. TENSION 2(o00*) 6" MAX FROM END OF 6 x 6 WI.4 x WI.4 2" x PLATE WWF OR FIBERMESH \/\\/ / D • °• \ \\ \ (2) *5 CONT. \//A A ON 3" GHAIR5 (TYP,) TYPICAL INTERIOR SEARING WALL W1 UPLIFT � 5GALE: 3/4"=1'-0° S3 WWF OR FIBERMESH T'I'PIC,4L THICKENET SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. GRADE (I) #5 GONT. 'lI N. SL,45 EDGE cs 5GALE: 3/4"=1'-O" MASONRY WALL AND MASONRY WALL AND PAD FOOTING PAD FOOTING b" MASONRY WALL EXTEND FILL DELLS TO FOUNDATION PAD GONT. FOOTING STEEL MAT REINFORCING. ? GRADE m — \\ //\ //\ \/ / //\ / FOOTING 1�i�1 PAD REINFORCEMENT BEYOND 0 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE 1=,4TIO COLD" IN FTC . DET,41L rN SEE TYP. WALL SECTION FOR 5GALE: N.T.S. S3 ADDITIONAL INFORMATION. FIRE RESISTANT 055 1116" SHEATHING 4' ON EA. 511DE OF WALL NOT STAGGERED 2X4 LEDGER a 48"rrNAIL5a OVER PARTY WALL O/C MAX. 1/16' O.5.B. SHEATHING U.N.O. VERTICALLLY NAILED LB ROOFING FELT (SHINGLES) TO TRU55 WEBS W/(2 ) Sd (TYPJ a 40" O.G. MAX. W/ (2) 16d TOE END GLUED TO ROOFPRE ENGINEERED ROOF TRUSS a24°2° CLG. RUNNER O.G. MAX. r (2) LAYERS I"x: TYPE 'X' GYP BETWEEN 2' F1 RUNNERS W/ 2' BETWEEN ADJ> GYP. PANELS_ 2' FLOOR RUNN W/ 3/16" DIA. x 3/4' TAPCON5 16 " C-C. '4' PROPRIETARY PANELS INSERTED rBURN CLIPS AS PER OCR $ CLG. SPECIFICATIONS NAIL STEEL H STUDS LEDGER ONLY a EA( GENT PAIRS OF "H' STUD =R a STD. 90° HOOK (SEE DETAIU (1) LAYER 1/2" HIGH GYP. WB. W/ 1-3/8, OR DRYWALL SG 8' O.G. WALLS 4 4' 2 x 4 5YP*2 x12' LO (1) *5 VERT. IN FILL RBG CLIP W/ IDd a CELLS (SEE FILL CELL PLAN FOR LOCATIONS) 51MP50N RBG a 36 NAILS INTO TRU55 B N NCTE5: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA A5WI000 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 FIRE WALL MFG. ED INTO 2x4 :H, SIDE OF STEEL 2X4 BLOCKING a 40" O.C. MAX. W/ (2) 16d TOE NAILS a EACH END 8 GLUED TO ROOF SHEATHING 2X4 LEDGER e 48" O/C MAX. — VERTICALLLY NAILED TO TRUSS WEBS Wl(2) ad (TYPJ PRE ENGINEERED ROOF TRUSS a 24"� O.C. MAX. 6IMP60N RBC o 36" O.G. W/ 6-IOdxl 1/2 NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4"x2 3/4" TITEN SCREWS INTO MASONRY. 2 x 4 5YP*2 x12' LONG SCAB a EACH-/ RBC CLIP W/ lOd a 3" O.C. STRENGTH OR 5/8° 2" FLOOR RUNNER W/ 3/16" DIA.� DRYWALL NAILS x 1 3/4" TAPCON5 a REWS l' D.G. CEILING, STD. 90° HOOK (SEE DETAIL) O.G. EDGES 8'x8'Xl6" CONG. KNOCKOUT BLK W/ NG SCAB a EACH 1 05 ROD CONT. FILLED W/ GROUT 3' O.C. " O.G. W/ 6-IOdxi 1/2" OTTCM CHORD/SCAB 8 (3) 1/4'x2 3/4" TITEN SCREWS INTO MASONRY. (TYPICAL ON BOTH FACES OF WALL) 8"x8"XI6" CONIC. KNOCKOUT BLK. W/1*5 ROD CONT FILLED W/ GROUT (U *5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4° INSPECTION PORT AT 6x6 WI.4xW1.4 EACH FILLED CELL TYPICAL WWF )/j /�/ / 5TD. 90 HOOK 8' 16' 8° (SEE DETAIL) ALT. FIRE WALL DETAIL AT COMMON WALL 1A 8'x8'xl6" CONC. KNOCK OUT BLOCK W/ (1) *5 ROD CONT. IN FILLED SOLID GROUT 9'-4" AFF. SCALE: 3/4" = I'-O" 8"GONG. BLK. TYPE 'S' MORTAR (1) *5 VERT. IN FILL CELLS REFER TO A/53 FOR (SEE FOUNDATION PLAN INFORMATION NOT SHOWN. FOR LOCATIONS) 4'x4" INSPECTION PORT AT EACH FILL CELL TYPICAL ° p °All, ASSUMED FINISH GRA E p .\\/\\ \\\\Sxl6 CONT. FOOTING W/ (2) *5 CONT. ON 3° CHAIR. DOU5LE C1„IU W,4LL SECTION C SGALE:314'=1'-0' CJ3 83 P.T. 2x -(2) LAYERS 1"x24" PROPRIETAR TYPE °X" GYP. PANELS INSERTED BETWEEN 2" FLOOR CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. -2X4 BLOCKING W/ (2) 106 TOE NAILS a EACH END FIRE CAULK 15 LB ROOFING FELT (SHINGLES) 2 CLG_ 1/16" 0.5.5_ SHEATHING UN.O. RUNNER FIRE RE515TANT 055 1/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY a EACH. SIDE OF STEEL "H" STUD /fFo-. RE ENGINEERED ROOF TRU55 ERPENDICULAR TO WALL a 24' C.MAX_ -2X4 BLOCKING W/ (2) IOd TOE NAILS a EACH END (1) LAYER 1/2' HIGH STRENGTH OR 5/8 GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. T O.C.CEILING, 8" O.C. WALLS 4 4" O.C. EDGES -MOISTURE BARRIER USP HT420 a END OF TRU55 W/ ID-IOd x 11/2" NAILS INTO TRU56 & 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) *5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) - (1) *5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) _ z 4"x4" INSPECTION PORT AT 6x& WI.4xW1.4 EACH FILLED CELL TYPICAL WWF D ° D (2) *5 CONT.—'o HOOK SD DET 8 10 8 ALT. FIRE WALL DETAIL AT COMMON WALL d d. 3 a G - CONCRETE NAILS W 1 1/4", EMBEDMENT @ 12" O.G. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 00# MIN. 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB GONT. BEAD SEALA INTERIOR 1/2" ,j, TENSION 120#) GONGRETE 5LAB m b MIL VAPOR BARRIER \/ SCALE: 3/4" =1'-O" 83 2X STUDS @ 24" O.G. U.N.D. �SARASE 1/2 GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS © 8"O.G. _-5EE THIS SHEET FOR INSULATION CHART GONT. BEAD SEALANT_ bx6HIAxHIA N WWF OR FIBERMESH — 0000 4 4� INTERIOR UJ4LL SL�� STEP NON-8fi�'C�. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 5GALE: 3/4"=1'-O" DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineering.com o o Ln w 0 z Qmt M � 0000 � z F< 0 LL M CO Z w E Lu ~ W Lu z o mi �o I-- Lu uj Cn r) Q 0 Z Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 12D MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.181 WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS VERSION NO. 1.01 / 10.29.09 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I zi SHEET TITLE: SECTIONS, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S3 .-4 .--1 H 40 D m P'I rf N I L0 1 O r" WENT OR 2ND FLOOR PARTY ARTY TYPICAL G.M.U. WALL WALL WALL 1/2" MINIMUM CEMENT FINISH # 5 VERTICAL REBAR FROM WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS PARTY FND. TO K.O. BLOCK FILLED SOLID W/ GROUT PARTY WALL ❑ THREADED 3" DIA. EXTENSION 1/2" GYP5UM BOARD WALL # 5 VERTICAL REBAR FROM 1/2 BLOCK # 5 VERTICAL REBAR FROM 1/2 BLOCK # 5 VERTICAL REBAR FROM 5GREW OFF GAP (3" DIA.) FOR GLEAN -OUT W/ DRYWALL 5GREW5 @ 5" O.G. OR 4d DRYWALL NAILS FND. TO K.O. BLOCK UNIT FILLED SOLID W/ GROUT FIND. TO K.O. BLOCK ❑ ❑ FILLED SOLID W/ GROUT FND. TO K.O. BLOCK FILLED SOLID W/ GROUT ❑ ❑ MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL 15 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FAGS OF BLOCK WALL ❑ E El ❑ El4 ❑ 2 El ❑ 15 2 1/4" 1 /2 BLOCK ❑ � 1/2 BLOCK ❑ 1/2 BLOCK a ° TO DRAIN UNIT CONTINUE BLOCK PATTERN ❑ 1/2 BLOCK @ FILLED CELL STAGGER ALL VERTICAL JOINTS WALL GLEAN -OUT SCALE: N.T.5. S 1st COURSE ) SCALE: 3i4"=1'=0" 4 2nol COURSE 2 SCALE: 3/4"=1'=O" �CJ�4 3rol COUfiRSE SCALE, 3 3/4°=I'=0 4th COUR5E SCALE: 3/4`=I'=0"4 E.4 nth COU 'SE � SCALE: 3/4"=V-0"jLl. REFER TO 5DW... PAGES FOR INSTALLATION INFORMATION BY MANUFACTURER. T'I'P I C,4L SECTION T�41RU l.0 IND OUJ E3 @LOCK COURSING DETAILS 4 WALL INTERSECTIONS E INDICATES CELL TO BE FILLED ❑ SOLID W/ GROUT (NO #5 REQUIRED) (U.N.O. ON PLAN) SOLE: 3/4"=V-0j� R9=1hF. M GR01lTED CELL ° oPENIrlGJ TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS a EACH END DOUBLE 2x TOP PLATE TOP SPLICE 2"x BUILT-UP COLUMN ROWS 10d ® 3" O.C. (14 NAILS TOTAL) °o 0 IS-I0 NAILS S ARD HOOKF ST oor A7 2NP FL BOND BEAM U �t z < 2x TOP PLATE \� 2-16d NAILS a 24' O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x CRIPPLES a I6' O.C. 2x BLOCKING a EACH END W/ IOd 1y (���! OC 1 Od C� 8" 0/C ° ° 5/8" " °J" BOLT OR —= 5/8" 0 HILTI KWIK BOLT W/ MIN. 8" - - - - ° 'a. - - - d ° n ° .� S ARp �� a 4' O.C. FROM EACH HEADER O/STq NC, • ' EMBEDMENT _ LNJTEL❑ �, 2x STUD e 24' FACE TO BLOCKING F <. O.C. MAX. PROVIDE HILTI X-CF NAILS OR EQUAL a 12" O.C. 2x P.T. PLATE STAGGERED FROM BOT. SEE A/53 FOR (2) 2x HEADER PER PLAN yp 0 UPLIFT= 3250* (SYP *2) 2�95* (SPF) SING VERTICAL WALL REINF DETAIL KNOCK -OUT BLOCK W/ ll) *5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT PLATE TO CONCRETE REINF. INFO. ° q VARIES 2x BOTTOM PLATE W/ (1) 10d a 8" O.G. TO EACH HEADER FACE NOTE: BOTTOM SPLICE I SCALE : NTS d .. q OE q °q STD. 90" HOOK PRECAST LINTEL W/ (1) $5 CONT. IN OPENINGS GREATER THAN (o'-O' WIDE (UN.O.ON PLAN) OPENING FILLED CELL W/ (I) "S VERTICAL SEE FDN. PLAN FOR LOCATION 10111 NOTES: / / / /. / . / 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL- / NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4' INSPECTION PORT ,..,. a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL - PLATE LENGTHS MUST BE , „ OVER STUD AT LEAST 8 —0 LONG. TYPICAL TYPICAL INTERIOR NON- 2 x & (MIN.) FRAME SEARING WOOD FRAME WALLr_j"��WALL HEADER DETAIL I TOP PLATE SPLICE DETAIJ M USP HTTI6 rN SCALE: N.T.S. �� SCALE: N.T.S- SCALE: NTS �� SCALE: N-T-S- CJ F= 2240 LBS SP SPT4 5PT24 USP SPT4 5PT24 G SP SPT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4" WALL 2" x 6" WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (1) (2) (U (2) 4'-9' (2) f3) (2) (2) (3) (3) (2) 1 (3) 2X4 STUDS a 24" Of. 21-01 Z �� \ \ OVERLAPPING \\ AILED 5/8'x10' 'J" BOLT \\ a 24' O.C. MAX. INTO (2) 16d TOE NAILS lOd NAILS a (o' (2) MIN. (2J PER \ TRANSOM BLOCKING STAGGERED BOTTOM PLATE TRANSOM FRAMING \ FRAMING SECTION 2X4 P.T. SEE SECTION AA/SI PLATE AND 55/51 FOR - 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED USP 6PT22 K.O. BLOCK W/(U PROPERLY. SEE FLOOR PLAN NOTES FOR USP 5PT4 ANCHOR BOLTS a 24" *5 CONT. 4 USP SPT4 REQUIRED CONNECTION SP 5PT4 RECESS O.C. MAX FILLED / O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. LINTEL ANCHOR BOLT ® OPENINGS LESS THAN OR EQUAL TO &o -O" IN WIDTH DO NOT 2X CRIPPLES a 16' O.C. 2-ROW6 12d NAILS STAGGERED 2X4 P.T. PLATE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ U5P SPT24 TYP. a 12" O/C EACH FACE OR ° A. FLOOR PLAN. TOP AND BOTTOM 3-ROWS 12d NAILS STAGGERED d ° MASONRY WALL ,WHEN STUD LENGHT a 12" O/C FOR 2'x10" OR 2X8 P.T. BOTTOM PLATE 15 LE55 THAN 12' USE GREATER HEADER 5LOC;< COUIR&ING CORNER INTERSECTION C T T PICAL PILLED LINTEL ASSEM3E T S L5TA30ACH STRAPS SCALUD RAPPED 5/8"x10" "J" BOLT a 24" O.C. MAX. SDI' OVER TOP PLATE 4 LISP C (MIN. (2) PER BOTTOM PLATE) C NAILED TO HEADER USP 5PT4 SPT24 5P 5PT4 EACH SIDE W/ 11 - IOd DOUBLE 2 X 12 *2 SYP 5/8" g" -f 5/8" 8" 1 5/8" all TRUSS BOTTOM CHORD OR NAILS — — _ — — 2x4 BLOCKING W/ 2-16d TOE HEADER W/ 1/2" FLITCH _ _ _ _ _ _ _ _ PLATE (U.N.O-1 IOd NAILS a �NAILS �aD 6" O.C. — — -n NAILS a EACH END IOd NAILS a 8" STAGGERED A ❑O/C TYP. FILLING AND BLOCKING AS '�� \\FIT SOLID AREAS ARE ❑ ❑❑ SOLID AREAS ARE REQUIRED FASTENED TO \ \ TRANSOM FRAMING STEEL AND GROUT ❑ STEEL AND GROUT U DOUBLE 2'x4' HEADER W/ (2) ROWS OF 12d a \ \ - o o AILED INTO BEYOND. - CRIPPLE STUD 16° O/C UNLESS NOTED \ INTERIOR SAW CUT TO 10 1/2" SAW CUT TO 10 112' ❑ FULL 5x,xl6 BLOCK 3 5/(5' 25 GA. MSG TYPICAL (UN.O.) OTHERWISE \ TRANSOM WALL El ❑ STEEL TRACK RUNNER \ FRAMING PLYWOOD 3 5/,5" STEEL STUD a 24' 2'x4' STUDS TYP. TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES o E SHEATHING DOOR OPENING DOOR OPENING DOOR OPENING—CL O.C. MAX W/ (2) NO. 8 x 5/8" SEE SECTION 44/51 AND \ WITH Sd COMMON WIRE NAILS o 4" p] 1=1 *I I ___0 il� WAFER HEAD SELF SEE PLAN FOR REQUIRED BB/SI FOR ADDITIONAL O/C BOUNDARIES 6' O/C EDGES L — ❑ DRILLING a TOP 4 BOTTOM CONNECTIONS DETAILS 4 8" O/G FIELD EXTERIOR ❑ F111 p0 USP PLYWOOD WALL ❑ . ❑ 3 5/8" 25 GA. MSG OAF OP 5PT22 STEEL TRACK RUNNER Ni�G P.T. BOT. PLATE MASONRY SHEATHING W/ HILTI X-CF NAILS OR RECE55 5P WALL BELOW ANCHOR BOLTS a 24" O-C MAX. ❑ _ _ _ _ _ _ _ _ � _A— _ — ❑ EQUAL a 12" O.G. 6X6 W1.4XWI.4 WWF OR "t HOLD DOWN CONNECTIONS LINTEL SPT4 SPT4 (MIN. (2) PER BOTTOM PLATE) ❑ FIBERMESHII NOT REQUIRED o BEARING 4. 15T COARSE 2ND COARSE 3RD COARSE WALLS WITHOUT UPLIFT o a , . ; o ate_ — —a-- - —� '.� — MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE n COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL 1, TO BE 2X8 P.T. BOTTOM WOVEN INTO THE: MAIN FRONT TO REAR WALL AS SHOWN. T�'PICAL INTERIOR NON- WALL HEADER DETAIL Q PLATE cJ. R BEARING METAL FRAME WALL SCALE: N.T.S. FRAMING DETAILS ,480VE ENTRY MASONRY' LA-T'OUT 5/8'xl0' 'Y 5OLT5 a 24" O-C. MAX. SCALE: N.T.S. 5� (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. SCALE: N.T.S. -j L1 CJ4 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee(ng.com i CD 0 Ln W 0 OE� ;�0'T'M Z < ca M 'ugje CrKq) Z ~ = LL OP M z �OD W J ~ z JCD ID W 0 Z H TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'V ENCLOSED (INTERNAL PRESSURE COEFFICIENT=a'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. 02009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS VERSION NO. 1.01 / 10.29.09 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 rw THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 [] ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: 7-XJL i1 SHEET TITLE: SECTIONS, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S4_ I --I L II1'-: 11ia-` is h-'-ilir nil., .i"Ii YYl llai II 1AI L,i -'i "I 111,.. --- SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 BLOCKING 2"x4" OUTLOOKER AND NAILING SCHEDULE SEE STRUCTURAL NOTES 48" O.C. REFER TO SECTION IA a 24" O.C. U5P RT16 OR EQUAL a AND NAILING SCHEDULE " BACKNAIL W/ 2x4 OUTLOOKER trod NAIL TOP GORD FOR SHEATHING DETAIL 2x4 OUTLOOKER 24 EA. OUTLOOKER 2"x4° SEE STRUCTURAL l2) 16d NAILS 24" O/C / ON SHEET 55.1 FOR BLOCKING FOR OUTLOOKER FOR SHEATHING DETAIL O.C. (OPTIONAL -SEE "L" BRACE ELEVATIONS) NOTES AND NAILING TOP CORD ATTACHED W/ I i X-BRACING, AND TOP FIRST FOUR a 24" O.G. i 45` ± SCHEDULE FOR BLOCKING FOR CHORD BLOCKING ROWS OF 24' MAX. lOd NAILS a 4" USP HGAMIO W/ (4 i TOP CORD 2X4 CONT"L" BRACE USP RTI6 OR EQUAL SHEATHING DETAIL USP RTI6 OR FIRST FOUR ROWS INFORMATION TRUSSES TOP CORD BLOCKING O.C. T'1 PICAL 3/16 xl-3/4 WEDGE USP RTI6 OR BLOCKING FOR FASTENED W/ (2) 10d EA. OUTLOOKER EQUAL EA. OF TRUSSES EDGES OF 2x4 CROSS BRACE ( FOR FIRST FOUR ROWS 24" MAX. BOLTS 4 (4) SDS �i WOOD TRUSSES EQUAL a EA. 3 a 24 O/C, CMID 2"x4" CRO55 BRACE OUTLOOKER 4' MAX. EDGES OF FIRST FOUR ROWS OF OF TRUSSES a EDGES GABLE TRUSS WEB 1/4" x 1 I/2" SCREWS SHEATHING APPROX. S' FROM OUTLOOKER I HEIGHT APPROX. 8" FROM SHEATHING TYP. „ E TYPICAL RIDGE FASTENED AT TRUSSES a EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE "L" BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER 2x8 SYP*2 'L' BRACE TO RIDGE FASTENED AT "L" BRACE TO EXTEND DOUBLE L BRACING DETAIL 5 2x4 RAT RUN BRACING EACH JOINT W/ (2) 106 2x4 GROSS BRACE APPROX EACH JOINT W/ (2) OF WEB \ At 24' O.C. ON TOP OF 8 -0' O/C. EXTEND LEAST 90io AT LEAST 90io SCALE. N.T.S. 55 AOTT. CHORD FOR 4 � (2)10d TOE NAILS � At LEAST 90io OF WEB � USP 8" FROM RIDGE FASTENED AT .. LENGTH (SEE TABLE) 2x4 CRO55 BRACE OF WEB LENGTH 10d 4 (2) 10GI TOE LENGTH (SEE TABLE) EA. END STUD a EA. EACH JOINT S (2) 10d (2) ABLE TRU55 TRUSS SPANS I APPROX. S FROM I NOTCH � BOTTOM STUD 10d TOE NAILS a EA END NAILS '� EA. END 2x4 T BLOCKING-c 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT CHORD (SEE TABLE) TRUSS VERT. WEB ll SILL I I 2x4 PANEL BLOCKING I 1/2' GDX PLYWOOD OR 2x4 BLOCKING ATTACHED W/ 2 - 16d SPACED a 46" O/G L, • ; I I/2 CDX PLYWOOD OR EACH JOINT W/ (2) USP RT3A WITH 8-Sd 2X6 FRAMED WALL - SEE a 48" O/C FOR THE I 1/16" OSB SHEATHING a 45' O_G_ I AT EA. TRU55 JOINT I 1 1/16 OSB SHEATHING 10d 4 (2)10d TOE - FROM LEDGER TP WALL SECTION FOR SPACING ATTACHED W/ l0d NAILS I lbd NAIL FIRST l4) ROWS OF L BRACE 2x4 PANEL BLOCKING '� 48" O.C. FOR THE FIRST ATTACHED W/ 10d NAILS a EA END Y BLOCKING 1/2" CDX PLYWOOD OR 1/16" TRUSSES FROM EA, I a 6" O.C. EDGES AND 12" ATTACHED LU/ 2x4 BLOCKING a 24" 8'-0" OF END WALL FROM EA. END TYP. BOTTOM NAILS a 6" O.G. EDGES GYPSUM WALL BOARD I O/C W/ 2 - 16d CORD ATTACHED W/ (2) 16-d TOENAILS AND 12 O.C. FIELD GABLE TRU55 055 SHEATHING ATTACHED END TYP. TOP 4 O.C. FIELD lob NAILS @ 4" 1/2" HIGH STRENGTH OR 2"x4" PANEL BLOCKING a 48" O.C. FOR THE FIRST (2) 16d NAILS TOENAILS a EA. END - 10dX3" a 3" O/C I I/2" GDX PLYWOOD OR W/ 10d NAILS a 6' O.C. EDGES BOTTOM ATTACHED " O.G. TYPICAL 5/S GYP. WB W/ 13/8 (4) ROWS OF TRUSSES FROM EA. END TYP. 1/16" 065 SHEATHING -- AND 12 O.C. FIELD W/ (2) 16-d TOENAILS 2x4 T ON TOP OF PANEL DRYWALL NAILS OR GABLE TRUSS WEB MASONRY WALL THROUGH CHORD BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS BLOCKING, FASTEN WITH DRYWALL SCREWS 1" INTO 2°x6" P.T. PLATE ATTACHED W/ 10d (2) 16d NAILS " ' O/C CEILING 4 8" O/G 2"x4" LEDGER (MATCH BOTTOM CHORD NAILS a 6" O.G. EDGES 10dx3 a 4 O/C SINGLE L BRACING DETAIL 6 ARCHITECTURAL FINISH 2x4 "T" ON TOP OF PANEL BLOCKING, 2x4 PANEL BLOCKING a 48" 2x4 BLOCKING 5/8" OR I/2" CEILING DENSE GYPSUM WALL WALLS WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12" O.C. FIELD BOARD FASTENED WITH 5 COOLER NAILS SP HGAIO a 3ro" SCALE: N-T_S_ Ste✓ FASTEN WITH 10dx3" a 4" O/C O.G. FOR THE FIRST l4) ROWS INSTALLED PER MANUF. 2 "x6' P.T. SILL NOTCH 1" BRACE HERE OF 7RU55E5 FROM EA. END 2x4 "T" ON TOP OF PANEL 5/0" OR I/2" CEILING DENSE GYPSUM WALL BOARD FASTENED OR 1 I/4" LONG DRYWALL SCREWS 0_C. DIAPHRAGM WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS MOISTURE BARRIER 5/S" x 10" "J" BOLT a 48" O.G. WEEP SCREED TYP- TOP BOTTOM ATTACHED BLOCKING, FASTEN WITH COMPLYING WITH 457M CI002 FOR FIRST DBL. TOP EXT, WALL CONN. 0 W/ (2) 16-d TOENAILS lOdx3" a 4" O/C " STUD WALL BLOCKING a COMPLYING WITH A5TM C1002 FOR FIRST 8'-0°' FROM END WALL USP HTA20 OR EQ. a 6'-0' O.G. TYPICAL. INSTALLED PER MANUF- S -0 FROM END WALL a 4' O/C TYPICAL PLATE (SEE TYP. SEC.) 48" O/C NON - LOAD BEARING LOCATION e 4" O/C TYPIGAL U5P HTA20 o EA_ TRUSS ALTERNATE USP L5TAI8 STRAIGHT STRAP a 4'-0° MOISTURE BARRIER 5/8" OR 1/2" CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SPT24 a EACH STUD GABLE TRU55 D 5/0"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 — — — — TRU55 VERTICAL SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'- PLATE SPLICES W/ 3/16"4"0 PLATE WASHER 0dxI 1/2" AND TO MASONRY W/ (3) 3/Ib"x 2 1/4" WITH Ed COOLER NAILS OR 1 1/4" TRUSS) SECTION TAP ADDITIONAL INFORMATION. NOTE: IF EMBEDDED � � � � � � I LONG DRYWALL SCREWS (2) 2"x8" "L" BRACE 5 CT Ij ON STRAP MISSED VERTICAL I �4 2 COMPLYING WITH A5TM 0002 SECTION SCALE: N.T.S. CJ.� FASTENED WITH (3) FOR FIRST S'-0' FROM END WALL 3 16d PER SIDE C SALE: N.T.S_ MSTAM36 ON OUTSIDE WEB*-- USE ON OUTS( _ DE SCALE: N.T.SCj�j a 4" O/C TYPICAL SCALE: N.T_S_ 5CI55OR GABLE 'ITN BRACE T S�j AS PER HIB 9l SCALE: N.T.S. S5 20'-0' MAX 20'-0' MAX Sd a 6"O/C 2 x 4 BLOCKING W/(2) 10d °X" BRACE SEE DET. J/SS1 �GONTINUOUS BOTTOM CORD BRACING 2"X4" MIN_ WOOD TRUSSES TOE NAILS a EACH END a ^m = 24" O/C (TYP) • PROPER INSTALLATION ♦♦ UNACCEPTABLE IN5TALLTION s♦ • �, MAX- 8" ♦♦ DO NOT DO THIS ,♦ rl • 12 2212 BRACING W/(3) 10d x 3" I�1 • @ EACH CONN. a 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 USP HGAMIO W/(4)-3/16"xl-3/4" OF STAGGERED 106 COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE WEDGE BOLTS 4 (4) SDS 1/4" MOISTURE BARRIER (D = 0.148', L = 3") OR EQUAL (D = 0.201", L = 4 1/2") OR EQUAL NAILS (D = 0,207", L = 4 1/2") OR x I I/2" SCREWS BOND BEAM NOTES: EQUAL U ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE I/4' DIA, x 5 1/2' LAG SCREWS OR EQUAL SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (o) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION x. ♦♦ NOTE: FIRST 2 COURSES L♦ 1) SEE TRU55 MANUFACTURER'S TRUSS ENCxINEERING /TOP 4 BOTTOM CORD ♦ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING a III ♦ THAT MY BE REQUIRED 4'-0" O.G. MAX. FOR 16d COMMON NAILS- (ONE INTO EACH OUTSIDE FACE EXT, WALL CONN, 0 NON - LOAD 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROW5 OF TRU55E5 OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLG.) FILLED CELL PER FOUNDATION PLAN FILLD CALL INSTALLATIONrH�� BRACING PROVIDED IT EXTENDS OVER AT LEA57 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN TYPICAL NAILING SC�IEDULES FOR BUILT-UP COLUMNS S SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: N.T.S. �- SCALE. N.T.5. CJ. ADDITIONAL INFORMATION. SrJ AS PER SCSI 1-03 SCALE: N.T.S. c.�8 �5 SCISSOR TRUSS 2 "x4" OUTLOOKER a 24" O_C_ W/ (2) 10d PER JOINT MINIMUM 2"x4" USP HTW20—i CROSS BRACING (SEE PLAN FOR LOCATIONS) 10dx3" O/C 2"x4" TOENAIL a 6' O/C00 RUNNER (2) 16d PER W/ (2) 16d TYPICAL JOINT NAILS 12" MAX. I (ILO 8f',4CINCz fRE:QUIiRE: 1ENT6 STUD SPACING NO "L' BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (UN.O.) "L" BRACE 24' 010" - 3'-0" 3'-O" - 6'-0" 6'-0" 4 GREATER SCISSOR GABLE = (1) 2"x8" 112 S.P.R ia EACH YERTIC,4L ,4ND (2) 21'x8" FULL HEIGHT a IDIAPHRAGM BLOCKING 12 PRE-ENGINEERED OVERLAP TRU55 BRACINCz 6.9 MAX. AT LEAST TWO TRUSS SPACES OVERLAP WOOD TRUSSES 2X4 BRACING a 40' O_C_ CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d a EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORE)) MINIMUM (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ALTERNATE NON -DROP NOTE: MINIMUM 2"x4" TRU55 BRACING GABLE END DETAIL 1) "L." BRACE MUST EXTEND AT LEAST 9Oio OF WEB LENGTH EXCEPT, SCISSOR TRU55 BRACING 0VERL,4P DETAIL 1"I GROSS BR,4CINC D T,4IL J SCALE: N.T.S. GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF C-LABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS � 4" O/C_ COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ� SCALE: N.T.S. c r,. 5C I55OR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" SCALE: NT5 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRU55 "L" BRACE W/ 10d a 4" O.C. 12 IEEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. 6.9 MAX. 0 'L' BRACE W/ IOd a 4' O/C ram. (5EE SCHEDULE FOR SIZE 5 gs� AND LOCATION) S5 ABLE TRU55 6 6 - FILL SOLID BOTH CELLS 'S REBAR (T STD. 130, HO L MA =5 ° NOTCH WEB AT THE ♦♦ '5 REBAR (TYP�� OK (TYP-) ♦♦♦ STD. 90• HOOK (TYP. Q ♦ �►� Z aL" 10 11;E7 1 I ♦♦ NOTCH NO FIRST COURSE �I 3 55 12 OUBLE TOP PLATE 6,9 MAX. 2X4 LEDGER USP L5TA IS TUDS a 16" O_C. CONT. BEARING ������ DBL. TOP PLATE 5TUD5 9 O.G. U5P 5P724 UFL IFT CQNNECT I ONS = WOOD FRAMED CABLE END BRACING DETAIL ONT. BEARINCx USP HCsAlO (TYP. 9 EACH STUD H I F F ��M I N� C�,45LE END BRACING DET,41L CABLE END 5RACINCx DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL SCALE: NT_S. MEAN WALL HEIGHT UP TO 30'-0" _SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T_5. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 3/4'=1'-0" NOTES FOR WIND SPEED SPECIFICATION 3 55 12 OUBLE TOP PLATE 6,9 MAX. 2X4 LEDGER USP L5TA IS TUDS a 16" O_C. CONT. BEARING ������ DBL. TOP PLATE 5TUD5 9 O.G. U5P 5P724 UFL IFT CQNNECT I ONS = WOOD FRAMED CABLE END BRACING DETAIL ONT. BEARINCx USP HCsAlO (TYP. 9 EACH STUD H I F F ��M I N� C�,45LE END BRACING DET,41L CABLE END 5RACINCx DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL SCALE: NT_S. MEAN WALL HEIGHT UP TO 30'-0" _SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T_5. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 3/4'=1'-0" NOTES FOR WIND SPEED SPECIFICATION END JACK ll'-O' MAX. -x- w `/ c,� o NZCORNER JACK (L� >u O u DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.do nscoenginee(ng.com i o Ln w zoo V) ® > o' � z 1 0- Lu M 00 z ce w Lu3~ W z o mi to TW i Q Z F-- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE 'V ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFFER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02009-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 D2.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS VERSION NO. 1.01 / 10.29.09 CA 25948 Ej SAMUEL A. GREENBERG, P.E. #34245 I,�� THUY H. HUYNH, / P.E. #60122 o IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL; SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S5 .-4 H D C0 awl N fir, V I 1 W-4 L J T-4 (1) 5 VERT IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 2x FURRIWj a 16' O/C (AS REQ'D) ARCHITECTURAL FINIS( I (EXT. ONLY) 1x4 P.T. BASE NAILER (AS REQ'D.) 4'x4' INSPECTION PORT 31x4' BASE BOARD (AS REOV.) AT EACH FILLED CELL TYPICAL 6x6 11I441.4 OF Z OR FIBERIESH NOTE: in U MASONRY WALL PROVIDES 2-HR N PROTECTION PER UL-U905 (A5 REQ'D.) MIN. 25@0 PSI CONC SLAB STD. SO* HOOK (SEE DETAIL ON $WT. 63) a ° ° 3 1/2' MIN. o a a ° 1 311/2' MIN. a ° TYP.SEE �� / . • • . a° /\ Cx/S61A/63 FOR ONE STORY FOR TWO STORY REIt�F41NF0 // � / (b MIL �1� ONE TO \�\ BARRIER P� CLEAN POISONED AND COMP. g" 2'-0" (TWO STORY) g" SOIL195% MODIFIED PROCTOR PER ASTM D1551) 2 -� 40UR MA5. FIREWALL W1 5TEP 5ECTION r,4�'� (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH S 4:12. 12 PRE ENGINEERED WD TRU55 a 24" O.C. MAX. SHINGLE ROOF 15 LB ROOFING FELT (SHINGLES) HURRICANE ANCHOR a EACH TRUSS (SEE UPLIFT SCHED_) W/ METAL FL. NDER EA. TRUS5 TO OUTSIDE OF WALL_ lll6" 058 FIRERATED OR REG 2X4 LEDGER a 45" O/C MAX_ VERTICALLLY NAILED TO TRUSS WEBS W/(2) Sd (TYP.) 2X4 BLOCKING a 45" O.C. MAX. W/ (2) 166 TOE AI All r- n tAl'tI 1-KIrl i GI 1 I=r> 1• PRE ENGINEERED ROOF TRUSS a 24" L� O.G. MAX. (2) LAYERS 1"44" PROPRIETARY TYPE 'X"-\ GYP. PANELS INSERTED BETWEEN 2" FLOOR CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4' TAPCON5 a 16" O.C. 5TD. (30' HOOK NOTES: (5EE DETAIL) 1) SEPARATION WALL IN THE R-3 MIN. INSUL_ PER - ROOF SYSTEM PROVIDES FBC (2001 ED.) 2-HR5 PROTECTION PER GA 513-6021,45C.1.1 A5W1000 (1) *5 VERT. IN FILL- 2) MASONRY WALL CELLS (SEE FILL PROVIDES 2-HR5 CELL PLAN FOR PROTECTION PER UL-U905 LOCATIONS) (U *5 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) \ (2) 2x8 P.T. LEDGER W/ 1/2" x 8"� TITEN HD a 16" OC_ (2 ROWS) MIN. PER ROOF PLAN SEE ROOF 3/4" PLYWOOD DECKING GLUED AND NAILING SCHED. ON SHT. SNI NAILED W/ Sd COMMON a 6' O/C 1/2" HIGH STRENGTH OR 5/8" GYP WB W/ -` 1 3/8" DRYWALL NAILS OR DRYWALL 5CRWS. 1' O/C CEILING 4 8" O/C WALLS 1" P_T_ NAILER M015TURE BARRIER - STD. 90° HOOK (SEE DETAIL) R42 MIN. IN5UL.- Ix P.T. BASE NAILER (2) 2x8 P.T. LEDGER W/ 1/2" x 8" TITEN HD a 16" O.C. (2 ROWS) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON a 6" O/C EDGES AND 12" O_G. FIELD 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL 1/2" GYP. W.B. OR 3/8" PLYWOOD/TYPE 2-M-W 055 (DRAFT5TOPPING) TO BE NAILED W/ ad COMMON a 6' O/C TO ONE SIDE OF ` FLOOR TRUSS FOR AN AREA <_IOOO SQ. FT 4 SEALED PENATRATION R4.2 MIN. AREAS W/ FOAM, INSUL DRAFT5TOPPING SHALL TOP CHORD BRG. DIVIDE THE CONCEALED FLOOR SYSTEM SPACE INTO APPROX, EQUAL AREAS. 1/2" HIGH STRENGTH OR 5/5" GYP WB (OR 5/5" GYP. TYPE "X" a GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" DRYWALL NAILS OR DRYWALL 5CRW5. 1" O/C CEILING 4 8" O/C WALL5 z� �OL EDGES AND 12 O.C. FIELD 1/2" GYP, W.B. OR 3/8" ALUMINUM -W 2-M-W DRJP EDGE 065 (DRAFT5TOPPING) ALUMINUM FASCIA TO BE NAILED W/ Sd �„ COMMON a 6" O/C TO ONE 12 " U.N.O. 2x4 SUB FASG 1 A 511DE OF FLOOR TRU55 I" P.T. 2" ALUMINUM FOR AN AREA <_1000 SQ. NAILE� VENTILATED SOFFIT FT 4 SEALED 8"x8"XI6" CONC. KNOCKOUT BLK. PENATRATION AREAS W/ TOP CHORD W/1*5 ROD CONT. FILLED W/ CONC. FOAM. DRAFT5TOPPING BRG. FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (U *5 VERT IN FILL CELLS WB. (OR 5/0" GYP. TYPE "X" a GARAGE W/ (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8" LOCATIONS) DRYWALL NAILS OR DRYWALL 6CRW5. 1" O.G. CEILING, 8" O_C. WALL5 4 4" O.C. EDGES TWO 5TOfR ' FART' 0 Z � n— `V d) LITE TEXTURED DECORATIVE FINISH UPPER FLOOR �A STD. 90" HOOK (SEE DETAIL) NAILED FLOOR TRU55 TO ' LEDGER W/ 4-10d TOE NAILS 8"XS"xl6" GONG, KNOCKOUT BLOCK W/ (1) *5 ROD CONT. FILLED SOLID W/ GROUT _T4\_[F Ix P.T. BASE NAILER Ix LUD FURRING a 24" O.C. BASEBOARD MIN, 2500 PSI CONC. SLAB (MIN 3000 PSI GONG. SLAB FOR HERNANDO GO. ONLY)nj � L 0 ARCHITECTURAL FINISH (U *5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 4 NOTES) w U 0_ Q 4'x4" INSPECTION PORT AT EACH FILL CELL TYPICAL \ \\ FIN15H GRADE D / roxt WI.4xW1.4 WLLF OR FIBERMESH i STD. W' HOOK (3) * 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE LF 2-5TORY UJALL 5ECTION � SCALE: 3/4°=1'-0' 5�0 O ROOF 15 LB ROOFING FELT (SHINGLES) RUNNER 1/16" O.S.B. SHEATHING U.N.O. FIRE RESISTANT 065 1/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS A5 PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY EACH. SIDE OF STEEL 'H" STUD (U LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. W/ 1-3/8" DRYWALL R30 INSUL. MIN. NAILS OR DRYWALL SCREWS 1" O.C. CEILING, 8' D.C. WALL5 4 4" O.C. EDGES 2 x 4 5YP*2 x12" LONG SCAB a EACH RBC CLIP W/ 10d a 3" O.C. 51MP60N RBC a 36" O.G. W/ 6-106A 1/2" NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4"x2 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION (TYPICAL ON BOTH FACES OF WALL) 1 x P.T. NAILER INSTALLED AFTER INSTALLING RBC's 8"x8"XI6" CONC, KNOCKOUT BLK. W/1*5 ROD CONT. FILLED W/ GROUT 4"x4" INSPECTION PORT a EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRUSS TO LEDGER STD. 90° HOOK W/ 4- 106 TOENAILS (TYP.) (SEE DETAIL) 2ND FLR. TS"x8"xl6" CONC. / KNOCKOUT BLOCK W/ (1) *5 ROD CONT, < FILLED W/ GROUT TOP CHORD BRG, FLOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 513402.I.ABC.1.1 WALL 5ECTIONt 5 SCALE:N.T.S.rj�p 8" CMU WALL DBL, K.O. BLOCK PER DETAIL J/56. P.G. LINTEL PER PLAN. 3/4' PLYWOOD DECKING PER J/5(o. USP HTA20 a 45" O/C, W/ 4" EMBEDMENT INTO KO. BLOCK 4 10-10d NAILS INTO BLOCKING ' Z2X45YP02 DIAGONAL') SHEAR 5LOCKING5 BETWEEN BLOCKINCG5 W/ (2) 10d TO NAILS a EA. END. 777-7= ,L 4EAR WALL DETAIL C SCALE:N.T.5. ��r PRE- ENGINEERED FLOOR TRUSSES a 24" O/C MAX_ 2X4 SYP*2 BLOCKING a 40" O/C W/ (2) 10d TOE NAILS a EA. END (TYP.) 8" CMU WALL 2X4 BLOCKING a 48" O.C. MAX. W/ (2) 16d TOE NAILS a EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER a 40" O/C MAX. - VERTICALLLY NAILED TO TRUSS WEBS W/(2) 8d (TYP.) PRE ENGINEERED ROOF TRUSS a 24" O.C. MAX. 51MP50N RBC a 36" O.C. W/ 6-10dx1 1/2" NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBG CLIP5 TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2 x 4 5YP12 x12" LONG SCAB a EACH - RBC CLIP W/ 10d a 3" O.C. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TAPCON5 a 16" O.C. STD. 90" HOOK (SEE DETAIL)- 8"x8"XI(o" CONC. KNOCKOUT BLK W/ 1*5 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL_ PER FBC-� (2001 ED.) 513-602.1,45C.1.l NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR6 PROTECTION PER GA A5WI000 2) MASONRY WALL PROVIDES 2-14R5 PROTECTION PER UL-U905 (1) *5 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS (2) 2x8 P.T. LEDGER W/ 1/2" x 8" TITEN HD a 16" O.G. (2 ROW5) w zu -1 y:OL 3/4" PLYWOOD DECKING GLUED AND N NAILED W/ 8d COMMON a 6" O/C EDGES AND 12" O.G. FIELD 1/2" GYP. W.B. OR 3/8 PLYWOOD/TYPE 2-M-W 055 (DRAFT5TOPPING) (2) LAYERS I"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR 4 CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. FIRE CAULK 2X4 BLOCKING W/ (2) IOd TOE NAILS EACH END r2' CLG- I5 LB ROOFING FELT (SHINGLES) I RUNNER „ TO BE NAILED W/ 8d _ COMMON a 6" O/C TO ONE SIDE OF FLOOR TRU55 1" P.T. FOR AN AREA <_1000 50. NAILER FT 4 SEALED PENATRATION AREAS W/ TOP CHORD FOAM. DRAFTSTOPPING BRG, FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (U LAYER 1/2' HIGH STRENGTH OR 5/8" GYP. WB. (OR 5/8' GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8" DRYWALL NAILS OR DRYWALL 5CRW5. 1" OC_ CEILING, 8" O_G. WALLS 4 4" O.C. EDGES FIREWALL DETAIL 1/16 D.S.B. SHEATHING UN.O. FIRE RESISTANT 055 1/16" SHEATHING 4' ON EA. SIDE OF 1/2" GYP WB 4" MIN. GAP WALL NOT STAGGERED OVER (1) 05 VERT, IN FILL CELLS (SEE PARTY WALL FOUNDATION PLAN FOR LOCATIONS) BURN CLIPS 45 PER FIRE WALL MFG, SPECIFICATIONS Jll NAILED INTO TOP/BOT. PLATE ONLY a EACH. SIDE OF z TYPE "S" MORTAR (TYPJ STEEL "H" STUD o 2X4 BLOCKING W/ (2) 106 TOE NAILS a EACH END N 8" CONC. BLOCK (TYP.) PRE ENGINEERED ROOF TRUSS Ix P.T_ BASE NAILER 4"x4" INFECTION PORT e PERPENDICULAR TO WALL a 24" 0-C. MAX. EA. FILLED CELL (TYP.) 6x6 WI.4xWl.4 WWF R30 IN5UL. MIN. (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. - - - - - - - - - - WI] -3/0" DRYWALL NAILS OR DRYWALL SCREWS. 1" O.C_CEILING, 8" O.C. WALLS 4 4" O.G. EDGES i o MOISTURE BARRIER \ I P.T. NAILER (4) *5 CONT. STD. 130' HOOK `-U5P HTA20 a END OF TRUSS W/ 10-10d x 1 1/2" NAILS ON 3 CHAIR 8" 2'-0" 8" (SEE DETAIL) INTO TRUSS 4 4" EMBEDMENT INTO CONCRETE (NOTE- INSTALL I f INSTALL HTA20's PRIOR TO INSTALLING THE 2-5TOR1' F,4RTYUJALL 5ECTION PROPRIETARY PANELS (1) *5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT a EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRU55 TO LEDGER STD. 90' HOOK W/ 4- 10d TOENAILS (TYP.) (SEE DETAIL) 2ND FLR !!4 TS"x8"x16" CONC. - / KNOCKOUT BLOCK W/ (1) *5 ROD CONT. FILLED W/ GROUT TOP CHORD ERG. FLOOR 5Y&TEM R-3 MIN, INSUL. PER FBC (2004 ED.) 513-602.1.ABC.I.1 SCALE:N.T.5. 2X4 BLOCKING W/ (2) 10d TOE NAILS a EACH END FIRE CAULK 2 CLG' 15 LB ROOFING FELT (SHINGLES) RUNNER/ UNNER 1/16" 055. SHEATHING U.N.O. FIRE RESISTANT 065 1/16" SHEATHING 4' ON EA. SIDE OF (2) LAYERS 1"44" PROPRIETARY TYPE- "X" GYP_ PANELS INSERTED BETWEEN 2" FLOOR 4 CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF , GYP_ PANELS_ R30 INSUL. 2" FLOOR RUNNER W/ 3/16" DIA.- x 1 3/4" TAPCON5 a 16" O.C_ 5TD. 90" HOOK (SEE DETAIL)- 8"x5'XI6" CONG. KNOCKOUT BLK. 1*5 ROD CONT. FILLED W/ GROUT R-3 MIN. IN5UL. PER FBC-= (2001 ED.) 513-602.I.45C.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA A5WI000 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 4" MIN. GAP WALL NOT STAGGERED OVER / \ PARTY WALL BURN CLIPS A5 PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY a EACH. SIDE OF STEEL "H" STUD 2X4 BLOCKING W/ (2) 10d TOE NAILS a EACH END PRE ENGINEERED ROOF TRUSS PERPENDICULAR TO WALL a 24' O.C. MAX. (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB, W/1-3/8" DRYWALL NAILS OR DRYWALL SCREWS. 1" O.C.CEILING, 8" O.C. WALL5 4 4" O.C. EDGES MOISTURE BARRIER I' P.T. NAILER USP HTA20 a END OF TRUSS W/ 10-10d x 1 1/2" NAILS INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'5 PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) *5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) FlREWALL DETAIL 'a TRU55 FERFEND ICULAR TO WALL � 5CALE:N.T.5. 2X GRIP'PLES Ira " O.( W/ USP 511=T24 TYf=- — TOP AND BOTTOM *WHEN STUD LENGHT- IS LESS THAN 12" USE L5T,430 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO 1-IADER EACH SIDE W/ 11 - led NAILS 10d NAILS a 0" O/C T`I'P, DOUBLE 2 "x4" GiRIPPLE STUD T Tf=IGAL (U.N.O.) HEADER SUPPORT NO, OF JACKS 4 STUDS REQ, AT OPENINGS OPENING 2' x 4" WALL 2' x (o" WALL JACKS STUDS JACKS STUDS 517E EA END EA END EA END EA END (1) (2) (1) (2) (2) (3) (2) (2)(3) 9'-16" SCALE: N.T_S. 5EE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-fROW5 12d NAILS STAGGERED a 12" O/C EAG-I PAGE OR 3-ROW5 12d NAILS STAGGERED 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 x 12 *2 5YP HEADER W/ 1/2" FLITCH PLATE (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 12d ') 1ro" O/C UNLESS NOTED OTHERWISE 2 "x4" STUDS TYP. -P.T. BOT. PLATE FLOOR TRUSS /BEAM L SEE PLAN FOR REQUIRED (3) (2) (3J CONNECTIONS LOAD 5EARINC;/EXTERIOR FRA4 IE WALL �4EADER DETAIL 1� 5� 24" MIN, I'-4" 6" 6,LAP SPLICE TYP. TYP. 0 0 I 0 0 0 0— o SPLICE BEYOND SPLICE FART. ELEV. VIEW (2) 2x8 P.T. LEDGER W/ 1/2" x 8" TITEN HD a 16' O.G. (2 ROWS) 6" MIN. DBL. KO, BLOCK 16 O/C 24" MIN (2) 2x8 LEDGER P.T. LEDGER LAP SPLICE ATTACHED TOGETHER W/ 2-ROW5 10d a 6" O/C FART. FLAN V I E W LEDGER LAF 5PLICE DETAIL SCALE: 3/4"=I'-O" ®ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www,donscoengineering.com i o Ln w 0 U, 0 j o+ kD Zam�� x��� 2 A 21-4 w W z z o 0 �o uj Q Z Q C/) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 12D MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT=tO.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. 02009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS VERSION NO. 1.01 / 10.29.09 CA 25948 Ej SAMUEL A. GREENBERG, P.E. #34245 LTHUY H. HUYNH, P.E. #60122 ® IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: �I SHEET TITLE: TYPICAL 2 STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS S6 H Q H m T-4 O N e L0 I O M V-1 L J .--4 AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE:" = 1'-0" &EQUIVALENT L - SHALL HAVE MIN. & MAX. HEIGHTS FROM READ @ NOSING OF 34" & 38" HANDRAILS VE EITHER A CROSS SECTION DIA. 1-1/4" TO 2" OR SHALL PROVIDE GRASPABILITY. CLEAR SPACE HANDRAIL & WALL SHALL BE A MIN OF HES. (RE. FBC R311.5.6,2007 EDITION) I I HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND z" GAP TOP \ AND BOTTOM, GLUED / AND NAILED TO 2x4 / STRINGER syp blockin for 2x12 TREAD — — GLUED AND / NAILED 2x DR�FT S FDP 2x4 PT NOTCHED INTO STRINGER AND \ SYP DRYWALL STOP TAPCONED INTO FLOOR \ �/2x`12 MUST NOT TOUCH STRINGERS WITH GLUE AT STRINGER \ / 2x4 BLOCK IN KNEEWALL CONTACT POINTS i FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER E— FOR DRYWALL SPACING H SECTION VIEW SCALE: " = V-0" STRINGER MUST MAKE F CONTACT WITH LANDING / / 1 I I ALIGN THIS STUD WITH AFACE OF 2ND RISER ------------- / / F 2x SYP CUT TO FIT ` I III BEARS IN WALL B _——� �2x12 SYP I ( I III oo BEARS IN -00 '-2x6 SYP / 1 \ 2x4 SYP BLOCKING / / 2x4 PT NOTCHED INTO STRIN FOR STRAP / / AND NAILED TO FLOOR WITH GLUE (SIMPSON TAZ15) AT STRINGER CONTACT POINTS \ BEHIND RISER / 2x4 CUT ON----�� BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECTION VIEW 99A99 SCALE: 1" = V-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING '100�/ / 1 / 2x SYP CUT TO FIT BEARS IN WALL 2x4 CUT ON BEVY DOES NOT BEAR IN WALL 2x12 SYP BE I S —� IN WALL I �— 2x6 SYP / 1 / 2x4 PT NOTCHED INTO STRINI / AND NAILED TO FLOOR WITH AT STRINGER CONTACT POINTS \ / SECTION VIEW "D" SECTION VIEW 99E99 —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 1 x4 GLUED AND NAILED —TO STRINGER —2x4 DRAFT STOP —2xl2 SYP DRYWALL STOP 1 MUST NOT TOUCH I STRINGERS I SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER SCALE: 1" = 1'-0" FILLER STRIPS ADDE 2" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER ►JG1 x4 GLUED NO NAILED SECTION D—D SCALE: 1 " = V-0" i — 3/4 PLYWOOD ON DECK —2x12 SYP \ GLUED AND / NAILED TO 2x4 SYF/ 2x 2x12 2x12 BLOCKING FOR DRAFT TREAD STRAP STOP GLUED AND � ' ` � NAILE / 112x DRAFT S F P I I 2x4 PT NOTCHED INTO STRINGER AND 2x12 SYP DRYWALL STOP TAPCONED INTO FLO \ \ / MUST NOT TOUCH STRINGERS WITH GLUE AT STRINGER \ x4 GLUED AND NAILED TO STRINGER CONTACT POINTS _ / FOR DRYWALL SPACING B - E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" N0TLe THESE SPED TO Y( CONS PLAN INF=OR 3/4 PLYWOOD ON DECK —2xl2 SYP GLUED ANI NAILED TO 2x4RAMING DRAFT STOP 2x4 BLOCKIN 4 BLOCKING FOR �2PT UNDER 2x12 2x12 SY SCAB 2x4 GLUED AND NAILED STRINGER (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BEHIND RISEP, / BLOCKING FOR STRAP GLUED TO RISER AND TREAD / \ I � I I � ROVIDE MOISTURE \ PROTECTION / ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ X 2 4" TAPCONS @ MAX. 32" 0. / ATTACH ALL COMPONENTS \ 1x4 GLUED A / OF STAIR TO CONC. W/ "" X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW 99 C99 SCALE: 1" = 1'-0" _ TOP OF TREAD — STRINGER x4 GLUED AND NAILED TO STRINGER / \ \ CONN. TO BO 4 DRAFT/ OF NEWEL PC OP PER CONTRAC x12 SYP DRYWALL / TOP MUST NOT DUCH STRINGERS 2x4 BLOCKING FOR 442PT UNDER 2x12 NOTE: 2x12 ) DRYWALL STOP / \ NOT SHOWN / �4�F � s C OR GIRDER PROVIDE SOLID BLOCKING 2X4 CBELOW ALL NEWEL POST BEVEL GLUED 1 4 x 11 g FROM JOIST TO JOIST. AND NAILED USE 2 X 12 BLOCKS, TO LVL GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW 99 BLOCK NG SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" YA F SECTION VIEW SCALE:" = 1'-0" STAR CONSTRUCT ON DETNLS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED NOTE: HANDRAIL SHALL BE 42" ABA/. END OF TREAD W / PICKET RYWALL JOINT DRYWALL TO :OVER JOISTS) STUD NAILED GLUED TO TOP E X4 CUT INTO RIM AND, ;LUED AND NAILED TO EARING WALL BELOW RYWALL JOINT DRYWALL TO OVER JOISTS) OFT FGKET RA I DN6 LET BLOCK 'IDE KING 2X12 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR JOIST V 4 ll C 2X6CAP Q 1/2" DRYWALL ma N 2 X 4 FRAME LL' WALL O z HALE MLL DETXL WOOD PICKETS SPACED @ 4" C/C 6UARDRAIL5 SHALL BE ADOUATE IN 51-REN(5TH, DURABILITY AND ATTACHED A5 DE5GRIBED IN SECTION R512.2, FRG 2001 OFTIONAL F CXET DETA 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 2007 R311.5.6.2 . � HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com � o ' Tun w V)cv� � 07 —4 �O'�M z CD tD QmUD M M 00 g� Z _ z(A Em w w ~ W Z o 0 to V) L1J cn 12 Z Q V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMEN9, SECTION R301 FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT=10.18) WIND ZONE. THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©' 9-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES 10.29.09 1.01 POLK COUNTY REJECTIONS VERSION NO. 1.01 / 10.29.09 CA 25948 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: VIL it )it L03 t SHEET TITLE: TYPICAL 2 STORY SECTIONS &DETAILS (MONO) SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS STAIR r-1 a--i H H C0 V-4 N 1 M L0 O .-4 LO r4 Exterior Research & Design, L.L:c. Building Science and Envelope Consultants 8RDV Certificate of Authorization 09503 September 20, 2004 RE: Certification of Independence, Florida DCA Rule 913-72 To Whom It May Concern: This letter serves to document the following in accordance with Florida DCA Rule 9B-72: I. ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it tests or evaluates. 2. ERD is not owned, operated or controlled by any company manufacturing or distributing products it tests or evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or Products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Please contact our office with any questions. Sincerely, Robert Nieminen, P.E. Florida Reg. No. 59166 General Manager, ERD East Cell: (203) 809-5614 Email: robertn@exdesign.com Main Office: 2412 7'h Ave W - Suite 101 - Seattle, WA 98119 - Voice (206) 467-00S4 - Fax (206) 467.5840 Laboratory: 600 W. Nickerson St - Seattle, WA 96119 - Voice (206) 296-3620 - Fax (206) 298-3130 ERD East: 2 Mattoon Road - Waterbury, CT 06708 - Voice (203) 596-7884 - Fax (203) 596-70S8 Miami -Dade NOA 08-0423.01 M IM I® DADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Southeastern Mats[ Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: Weather Vent LABELING: Fach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This renews NOA 03-1008.02 and consists ofpages i through 3. The submitted documentation was reviewed by Alex Tiiggjera. AA � NOA No 08-0423.01 Expiration Date: 04/15/14 M1AM NTY Approval Date: 06/OSMS 1 1p Page 1 of 3 EXTERIOR RESEARCH >4 DESIGN, LLC. 2 MATTOON ROAD Certificate of Authorization #9503 WATERBU RY, CT 06488 PHONE: (203) 596-7884 FAX: (203) 596-7058 EVALUATION REPORT CertalnTeed Corporation ERD Evaluation Report 3532.09.05 1400 Union Meeting Road FL5444 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 SCOPE: This Evaluation Report is issued under Rule 96-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been designed to comply with the Florida Building Code. DESCRIPTION: Carriage House Shangle, Centennial Slate, Classic Horizon Shangle, CT20, CT20AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TL, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL, Presidential Shake TL AR, XT25, X1725 AR, XT30 and XT30 AR asphalt roof shingles. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named 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 Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. ADVERTISEMENT: The Evaluation Report number preceded by the words "ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert I.M. Nleminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. ERD East does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. ERD East is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Miami -Dade NOA 08-0423.01 ROOFING ASSEMBLY APPROVAL Roofing Sub-Catceorv: 07720 Static Roof Vent Materials: Steel TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions SDecifeatioa Descriotian Weather Vent Vent: 4-'/T x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. EVIDENCE SUBMITTED: Test AEencv/ldentifier Name Report Date PRI Asphalt Technologies, Inc.. TAS 100 SFM-002-02-01 08/14/03 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 19/32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3 W' x 46" opening centered between layout lines and aligned minimum 6 . inches from the ridge. Set blade to thickness of sheathing and out opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced an the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of asphalt roofing cement. Secure vent to the roof deck with 1-'/" galvanized ring shank roofing nails spaced approx. 8" o.c. and I" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: Refer to manufacturers published literature FOAM ®UN Semco Off Ridge Vent Installation Detail Center vent in opening and set it in a 1/8" thick of asphalt roofing cement. Secure vent to roof deck with 1-1/4" galvanized ring shank roofing nails spacing approx. 8" o.c. and 1" from the outside edge of the flange. Use a -i^I^^' - ^418 nails per vent. Seal all nails and vent an approved ASTM D 4586 roofing cement. gut size 3 1 /2" x 46" it Base size 24" x 52" e Min. 12" down from ridge line to top of vent base 1"-10" to top of cut out from ridge 3-1/211 ,4 i \ Add 2x4 blocking \ on the flat under vent base Certificate of Authorization #9503 ROOFING ASSEMBLY EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Carriage House Shangle, Centennial Slate, Classic Horizon Shangle, CT 20, CT20AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TL, Landmark TL AR, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL AR XT 25 XT 25 AR XT 30 and XT 30 AR asphalt roof as shingles, Shake TL, Presidentialp g produced by CertainTeed Corporation, have demonstrated compliance with the Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5 Physical Properties ASTM D3462 2001 1507.2.7 Wind Resistance ASTM D3161 (110 mph) 1999 1505.1 Fire Classification UL 790 1997 3. REFERENCES: Entity Examination Reference Date Underwriters Labs. ASTM D3462 R684 09/21/2005 Underwriters Labs. UL 790 R684 09/21/2005 Underwriters Labs. ASTM D3161 (to 110) 05CA16778 05/12/2005 Underwriters Labs. ASTM D3161 (to 110) 03CA12702 06/16/2003 Underwriters Labs. ASTM D3161 (to 110) 99NK26506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) 03CA12702 05/27/2003 Underwriters Labs. ASTM D3161 (to 110) 05NK22800 06/22/2005 Underwriters Labs. ASTM D3161 (to 110) 04CA32986 12/03/2004 Underwriters Labs. ASTM D3161 (to 110) 04CA11329 05/24/2004 Underwriters Labs. ASTM D3161 (to 110) OSNK14836 05/22/2005 Underwriters Labs. ASTM D3161 (to 110) OSNK07049 04/15/2005 Underwriters Labs. ASTM D3161 (to 110) 99NK29506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) 05NK16778 05/12/2005 Underwriters Labs. ASTM D3161 (to 110) 94NK9632 05/15/1998 Underwriters Labs. ASTM D3161 (to 110) 03NK29847 10/03/2003 Underwriters Labs. Quality Control R684 Current 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon Shangle, CT 20, CT20AR, Patriot AR, XT 25, XT 25 AR, XT 30 and XT 30 AR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle, Centennial Slate, Grand Manor Shangle, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TL and Landmark TL AR are fiberglass reinforced, laminated asphalt roof shingles, 4.3 Presidential Shake, Presidential Shake AR, Presidential Shake TL and Presidential Shake TL AR are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras is a fiberglass reinforced, 4-tab asphalt roof shingle. ERD Evaluation Report 3532.09.05 FL5444 Date of Issuance: 09/22/2005 Page 2 of 3 Miami -Dade NOA 08-0423.01 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. The installation shall be applied in compliance with the manufacturer's current published application instruction and the requirements set forth in applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vents shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 ofthe Florida Administrative Code. NOA No 08-0413.01 Expiration Date: 04/15/14 Approval Date: 06105/08 c Im Page 2 of 3 �aJ ♦ _ �av -. _ DRAWINGS • • ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No 08-0423.01 Expiration Date: 04/15/14 Approval Date: 06/05/08 Page 3 of 3 rMDV Cwte ofAuUrorization #9503 S. LIMITATIONS: 5.1 This Evaluation Report Is not for use in the HVHZ. 5.2 Fire classification Is not part of this evaluation; refer to current Approved Roofing Materials Directory for fire rating of this product. 5.3 Installation shall comply with manufacturer's current published Instructions, but not less than the requirements of FBC Section 1507.2. 5.4 All products In the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9B-72. 6. INSTALLATION: 6.1 Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Section 1507.2. 6.2 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special methods of fastening are required. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact manufacturer or Quality Assurance Entity for specific information on which plant produces which products: Avery -OH, Birmingham -AL, Ennis -TX, Freemont-CA, Norwood -MA, Oxford -NC, Peachtree City -GA, Portland -OR, Shakopee -MN, Shreveport -LA, Wilminton-CA. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 - END OF EVALUATION REPORT - ERD Evaluation Report 3532.09.05 FL5444 Date of Issuance: 09/22/2005 Page 3 of 3 M I A M I•D- MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) - 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 _NOTICE OF ACCEPTANCE (NOA) Florida Metal Products Inc. P.O. Boa 6310 Jacksonville, FL 32236-6310 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RV10 Aluminum Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion ofthe NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA renews NOA No. 02-0913.01 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. , NOA No.: 07-1105.06 MIAN Expiration Date: 01/31/09 Approval Date: 02/14/08 Page 1 of 3 -10 RU WIERD ­­­-.1 ----------- .__--------- ExTENOR RESEARCH & DESIGN, LLC. FL CERTIFICATE OF AUTHORIZATION 99503 April 25, 2008 Jim Brandt CertainTeed Corporation Blue BeII, PA RE: CertainTeed Asphalt Shingles FBC Approval under 2004 FBC with 2006 Supplements and 2007 FBC Dearjinn, m, j Reference is made to our Evaluation Report 3532.09.OS dated 09/22/2005, which forms the basis for Florida Statewide Product Approval FL5444. This letter serves to confirm that the following CertainTeed asphalt -shingles, as referenced in said Evaluation Report, Classed for wind resistance as ASTM D3161, Class F and ASTM D7158, Class H. Carriage House, Centennial Slate, Classic Horizon, CT-20, Grand Manor, Hatteras, Landmark, Landmark TL Ultimate, Patriot, Presidential, Presidential TL Ultimate and XT-25/SK-25 Reference is made to FBC Table 1507.2. 10 in the determination of the wind speed jurisdictions associated with these Classifications. Please contact our Connecticut office with any questions. Sincerely, Robert Nieminen, P.E. Vice President Florida Reg. No. 591" Cell: (203) M-5614 Email: robermieminen@trinityerd.com dt1iL131riG SCfEIdCE_=RE+zfrA8Ca3.-_� D1iSftil±i"�i C-i�f9�UF,_FikTtON MAIN OFFICE: 80 YESLER WAY, SUITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 467 5840 CONNECTICUT; 353 CHRISTIAN STREET, UNIT 13 1 OXFORD, CT 06478 1 TEL: 203 262 9645 1 FAX: 203 262 9243 LABORATORY: 10 MAUNEY COURT I COLUMBIA, SC 29201 1 TEL: 903 988 8133 1 FAX: 803 988 8111 ROOFING SYSTEM APPROVAL Cateeorv: Roofing Sub-Cateircrv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Teat Product Product Dimensions Specification Description RV10 Aluminum 7-5/F" x 10'-0" TAS 100(A) Ridge ventilation system Ridge Vent EVIDENCE SUBMITTED: TestAtrencv Teat Identifier Description Date Center for Applied MTS 257414a TAS 100(A) September, 1995 Engineering, Inc. GENERAL LnmATIONS: 1. Refer to applicable Building Code for required ventilation. 2. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 3. RV I 0 Aluminum Ridge Vent. Shall comply with applicable building code. 4. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 5. RV 10 Aluminum Ridge Vent shall comply with 1517.6 of the Florida Building Code (FBC) NOA No.: 07-1105.06 Expiration Date: 01/31/09 Approval Date: 02/14/09 Page 2 of 3 DET APPROVED APPLICATIONS: Trade name: RV i O Aluminum Ridge Vent System Type A: Mechanical attachment of ridge vent system over asphalt composition shingles Cutout: Truss Coustruction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Ridge Pole Construction: Cut shall be 3!/a" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent sealed with 100% silicone sealant. RV10 Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the end plug. Apply'/4" wide bead of 100% silicone sealant caulk to the bottom flange ofthe RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side ofthe ridge peak.) Nail the RVIO Aluminum Ridge Vent in place using 1 W' aluminum ring shank roofing nails 6" o.c., with the first nail 1%" to 2" form the vent end. All nail heads and vent section joints shall be sealed with 100% silicone sealant. Install Florida Metal Products, Inc. High Wind Straps over each end of ridge vent, all connections between sections, and at a maximum of 3 It. intervals over the remainder ofthe vent using four 1-1 V " aluminum ring shank roofing nails per strap. Ridge Shingle: None Ventilation Calculations: Refer to manufacturer's published literature Minimum Slope: 2:12 DETAIL 5-3/4" i M 1�1/2A�� 7-5/8" ~ RV10 Aluminum Ridge Vent END OF THIS ACCEPTANCE NOA No.: 07-1105.06 Expiration Date: 01/31/09 Approval Date: 02/14/08 Page 3 of 3 1=1 A SAW_'. INSTALLATIO, ,,a1i♦�t��C�.�.-;\ � ..maa�r,� Y��.f.�a?S+w:•ila�_a.�- x;i �::: @, ♦ T y\ t\ C' \. la LA WNO DMIA e Ss � I-N,IN .T ..... ..... o�� N CL O cu .� U � C/) cu fn (1) -0 V C- O O _- L N Q C 0 U_ C6 0 LF= t6 0 > .� E Q (n 0 0- (D �O 0- - .r_ `,c^-u VJ Q -- f asa-A U) C5 �7 O as C) U O A� W � CU w ICU a Z z a U J d. SHEET NO. RD 1.0 V-01 it ' V Z H Q .J H m tf--i a-4 0 N 1 M lisp 0 M V-4 a_-4 . 0 - a C e r t a i n T e e d Shingle Applicator's Manual CertainTeed Shingle Applicator's Manual ___.___._,______ ..... .. -,-.�-�----�,-----,--�----�-,---��-,�--.---.-,-�-,-.-�,-��- .-----.,-----."---,---.--�---�.-�--.Ab,--.,.-..----,.--.,--,--,�.� ------ - _­___ in. cot,"Lltego ,"Aar by applying a foushingle, At th? � ----I-------- ------,------- I ST COURSE! Apply A foll Ali 4 the lr� 104 torler of due - - --------------.O*----�---,- AND THHM*u SDI UOVIRIES11 DANSCO ffere'v a YYP ... Attwsm to -,#a toodifinif- - AwRiAnagootg two 4 dow tsah�r. Thre, Wilt " ,void torpkwars to- left -, of tou coof. Ule, fineh with the gad" _. F-1-- listre (liu tab) Here's a Pip _'Ut nk, 146. 0-tjou, co %=00 ,AA,o, " bleizaablate"Oust. (7kisksfir A* to toof, Mai 6elmwo*vdwtdpkea.b�Mtb,-*�ath, ONE CLEAN-OtCK APPLICATION METHOD ONE ROOF -OVER METHOD FOR --------- thei! tomktivanAierinaeferbutioulu, u61,HPI,offi1%AWdUA&a1AsA1q(W-) , 'r =L=: FOR METRIC DIMENSION (13%* x 381K') ENGLISH DIMENSION SHINGLES CAUTIONI linhou to fell.. h1l"aboo 914115 below will bring qf ,!On , . ft" . ___ I '80, A. to boll, Dom, L bunlo ft (MW 4I_ej - j.1w od-wilahoraddruinanseveatoradt,.por-I ENGINEERING, LLC Three -Tab Shingles - 2ND I'D STU COURIM; Rizzubsom ,S-T-_�]:: ,,1,:,,,:,U,,,,, i",, - Laminated ShingJes AND LANDMARK TL 4131/41 x 40") - DE fiv. 11-10, "Se Lp, A�w Mietalknois tcoconlo� . . 11 1, Itegia the secesul coarse by aiding 5' off the Id end of a Ablegle : taw) __ --' __'_'__­_________' � -, - IND TMUQI "a tvlwjLs. ------,- ______ SHINGLES _____ PREPARING THE RW ";7�1.'T ,�thu Leg und Of the ROnsiddifin And sire 016 plece for 1 2 Addinat ,tVtr( (Abs) SFARTER COUINE, 3, luallonate mums Aber, did Am shingles butiallidna; therisfile, Lvb;hrwk, Lmdmid& Pkis, l.d,wk P�mmiwn, CAUTIONIffilde ,f,.a,.Wfn,�di.RA,P,I-Sbd�.,�"11,b.,g P.O. BOX 3400 'I *,4 4pplying the �4%'pjurr, -w the firo,codurea, Alunsk flual, . SURW fOR 01111000005 19" O. Apply one W king phore over And Above At. feoeomc I 1 1 .On the 0 edg, .fit. firsa-cuorsu *Ualu, And attorsunfit the am j1h"Am A 0th - 32.QAe(mud,�) 1. 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Repen this procedure in r-plede .IL- .it con- - Woodscape, lAbo&cape Premititirn L Coi 77 of the M W4 of One hirat shingbe Am am this Piece firtab, PtUAMr46 THE DECK: ruchog shingles_ in the PM TOM,, Wrim of Rest loam 0* is minted or YL Phone: 813.645.0166 // - 11 surr and, .shwid. 51 shorter (.ff.hA kh red) it- the pron- kkabor - 1 � 11 ­ I the r,-A ­ Apply the 2T lung pleco - andid- the ffiu-- bw*,. +10 good idea to ail old shingi bet fbr,h to the Takes 2- CK W off the, RON sheirfoa 4 the third course Add save this for Fax: 813.645.9698 � , , At c" Are � �;_�_��_ .� - --------- lege, the Aspoin 51 lab good. old. ROSUcrouse shl-gle, aposed I _____ __ course'ligposee,ehisuan,51A, Thiscoaddlotei1edi-dr'. r"13tuto I - - , I 1 2, QH 60 OR Ant side ofthe first - andill. Add 1­11 the 30 -.111- -----, of felt shobagle vaidolirluipent a not 40 atow0b, Afteduabs, . Apply .ridedayanin au issbared. Cerah(Ited suggesis,lem . few .11 .. 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A rooluked, Apply aw .it noordinded, " www.danscoenginee6ng.com , I o0ast due 00 atntruee In "Stotioa V1 This diva be, done k4m __­­ I To AiNdw 4i rorreetprove4mefor hishzifing D"6940W oderilie"Isolvird~k'alto r000mmeadeti Z� Cut 14" .1 the RiAt shinglia of the AbIdlarourne ad sive ft So fuldr. iudo�i add ese., �61OR The edgeu of dre OW Axogift me 'AV, Try team The vorivitepewedures,P Instafift Co runal eud� Prolas' Sol W ill &I'dARIAPW " 0 1 R . Orrap- is i wainnong veA co- WR,. These ISAwn. 11" shingles Are to to ---,------.Nn#�-1--,--------- of dilt ablubi.gles (Fiseir, 11.22). __ - - __ - '-W- - - - _____ laminated shrx*s. Ifibill the 12' I.gp- - .Wait- a. seconed- theylifie, . Suse Ounkfirresi 10 usivire Abirtil" will be conotly.figned, priedde. unifiran And straigh uthedurvill UAp p- witter 1 Apply the preshiocly reanted 14, long lifecro."" Ab.. 1, CA 25948 pirotosed. ; Anted -up ap-the -So�,rbnr r "hagim I. Reandalom ths sualudit . Chu Sedide: u0non, Auva lay. urrie in Mewirstit.girs, - hisdoor byraboin zo perean than standaid - 1w, 1hu"o- Shingle three -tab type strip shingkir Ajri`� � ' , CHIMNEY FLASHING possible to dn, eav's e* of do, M'L Thi� .ill h* hoid the first, �tdifduet, in ja,boei, cfio�, Adescoe, L31/41 by 394'. Th � main � ­ - .1 �. I I ___ .11 . I I _.... � - _____ � - � I I ­ .­ I � I __ � - � ___ - 1 Apply thepreutrudy removed Wbut; Inert - and Annie Ow Expose an ablagdira'51�,h, (W nud,)� fron. A,r"Varturdne,wagle odim, 4, Apply dr, Kl-.h muood 7' beit pilee il�m the second -�--l'��.1-1-----�--..----.------ LOW "M UA HzIUArMT-, fine Layer .t ionouv5pner Tjoroue, N I - tANDPARr $Mn WOOOKAPir SERi � I 110111MR) third ­ AbiqlA. -- -, ond k- the lo.uh-c-debrigh� Tauspe-fingSkin& 11.4aury- oeft-rudPA-Vr, or - I.Pers SUCCEEDING COURSEST mrse Alifidles dm andprodde pod prokca.a.zabia wind .&MIRAM, of -me alfinighs coroporcel to standard shooldes . the I rCAUTUON: u. of .that Installations .A&.* -y,-h In an "RESTIMV (WINNER WITH THE 11YE-COURSI UNGIJSH OWNSICRIS of 36' (915 MR) ,AA tell Abrogle underbourniou Went IT (4iii Add) A i 1, lovent the -how Two -pan prouredloni 4p uhurbol. meba stop Emitting I effi,whielicould"t-beroofodge, P.�hffiiy.i.,.e.g.am�-.fd.�.fi..Rw."d.A, LAKD&Ulr$K= AND LANDMir TL ULTiNLATI Plies 4. Apply the emishfieshy redwood 7 long Ustuce hool the accoad Obitoon-bit fa""- RUM ROMP 4751YINS AND 1`0111TUI 5, natal . Any shingle .g.i.et'he cildu *, ofach Ali* 1. I - (_2111� ,- over Add Ali- the I -Oh -in. siblertil. must be �ppleuf O'er the onim roof, I- Z� r-phr, e-- - dre-fusiq full Anoint, 1. Ifyou. -.ei.g,d,jp edge let the Guntur shingd, "mant .a - The in= dUldiftandmigt, for refixibal B Use the flosJoill mostrod pit Tliftsbughu W finia on R fiber SAW beem to proutilf a OUS A f orounuent through five- Widendoer door prim one, shfiqle� act CLASSIC Roli SHANGLV PATRICIT" ��P;!I�Wmtd, . it START1M1 colmn�. NOTR; No" te, preferred - 'b,id&g' trouniodis wt- retroting undy'lit. nin, X7'38, Xt'30 K Xr25, CIT 20, 2'(50tnm)- the odge Oft. take .A euves by �4'. It you Are, nta using covinq th. .-- 12' by W sid.lik, - - rusterial Are reelsme* "fiall, Dop,eadjag; .,a the Tor". Ike shoodhoolvikid 5. Ima A 0 shingle against the nght edgeof otell, Abriet, or � - THE R GO F DECK I AD] ST B 0 AT IKkW. i1a � (9 5 surti) th Icle - 'P.-itarkn. asuo, I , &?�:��­ ,�,A, � The Wind buesoust owing stuobs wider boor sort look, but-, orining, se ph­J,-7,`1o'(jl � ... ) GA,is Ar-er, o-oneud V (15 A.) `<,, MALF-10 METHOD Ninitutup , ) isig" let the swershbaide evievol.ord, due mid, Andl M" by 314�. Newts, 9 does din USA, rulbounq* of the full -uh, TO ap=e. nemirly is 70 mph, 50 a" 90 raph� or I to Mi New. I cone-doeta ... on.. � 1 1 1. U.Corbileftio.dStArItt (pre-er. 10's.G;1/,t'), or firree-al, uelf- I The inswedbuft of 0 lhrstbb,ilanoutson� Shinithe ini a Metric ulasay idcfta�ft V In Ro do, 90 Apt, ev I 10 .Ph Ail" fastened sualfing,fid.jifids .ftb the Timor an pordie. reenoved. Go sure, that describol K,-, Is Ad my .ppliewom �er spiaAe-eb MOO mdp CON'UNUIN4 UP Ta ROOP, � -d dock, -_,� �ra�r­hd � 5. Nfifid, lbustato,cron-ilourgdooem- iaugfh, prepared ablingle is a Intle inow labor-indesenT, than the ryinad ltagfiuh�over­ withset nails planed [.,be wouron bond inibuti; Area isw row 'laIrtV14 CONTW,ffic V? THE Root METRIC KMDMS dul, - I i (bu,shattershido we At lent 71,1rin b,*Ru0kvAv, 11-9), AbdoglAs, she. 5'reposirs. ifyou Ace,towring. diffivrourtyperur 1. liquening.g.u. wobi A but shinglA, topeat ch. fi__ psuvrd 000�att�,o - ."(75ATA) suarpir strips. I�,5; ..fing consurn is A.[ requital, Aroupi .. sitApslip.), I. Side ApPeorin ttones Vet I F.Ii.i.g.pb�ftbaw".,*"fpeottb�4.�--p-, , w�*.*,)vu..y.�d..'.Na,b�(0s.d-,�.d,gi� u CT 20 AND KT-30 WED WEATHER CLIMATES (ALL SIDPES), Applyelt Whaintiusid .oW v,,di he* �_�_ t W.. i ftiq RuShuh reronfing to, hot lea " a uoy difficub proute, , 9 5 -, 1 212I " the tell Adic Okew 13- 10 -- W R) � PA,00bou� To & this'..Aply air off th"tokifin rdge dell Old shingles , p the I'll take AL Of their �Iaalei a.-e -goust- u, 1nutr qualtry moftq. produas or AA Nuiralew is strongly re-aidesi whouvo Ili- 1; 4 P.An. out�pun � I , - DA141, A%WW 000pin M.1h_ JUNN" O'. a- 110volhoul "a luartaindodis shinighn base the hisedlephinsudly - -_----D.ad1AP106RI%lm 2. F&f.,. ---- t when, key Are helped less th. 2t4� by flue-bi.gles Tho p.rOds 2. Fill-i. crouries .- flotoul hA. lopped dustainsl bedij- ang vumw� IST COURSE, , W,o�u�d...fi..Aq,pe44t�g�Wk�id- , ih,�-��,ho�i,.�ff,,,%��b.�'�e.i,g..d�"�m�"�,4"b�.t, With, of ite todto-ap, __ fuldrim ----- Videllmook ON' learce, which prodd. 0/2� visle .A" arm '% , On-& $ .1 We r S q i P g A 7 LIE' hill shinglee- Do am Ind cout"osearaight .Ques. I . The TIN - is =do .1 Up by M, steps mee, by al* 21 at � F I" � 1 7711 and ved.4 fernehand qed.fiondiddidaudeg.fibeson, =;;��1111111111111111111fflk - - (up shingles (?@am I-q-10 - w.4 mad BJ, [to not ion 0WAe$ I . Tat .,.%,4 applicafi. that Avoid, Ififted .Up .4 dardini a prod"se: 1h., uhh,gle., would SAII to tu "go", or Imte", crielforlos- FLASHINKI: (o.`5k1A`"$jAtA`q G.ShI119 And"t be 4s"i to h,jp Prevent I - coonterfisedidn I I di, bourn. of ]bond. .1froginbrAi.id.. , � I i % o =.Or arro. - -, - - -, - - --i MMRM-fl Do nt figar Jules ofuldual. cluser than 3 tt!� fro. C� All 4 the,�t prolucti, ere U-1 CW A Are tarriftno,ruh,d, luslu, 'i"" A .of Areas a w4l, "Ohor tort � clinacy or .d.? - courAtty,14A,hog -7 1 1 1 1 1 (SWAII-11"). Pai 13-1 _*0 lkiosu_ _� __ - - - - - , I �,- 71 -,, rl u., iuogho� CD , I - - _", - AN (,couthiflie.d di--tudir .1doglies - anuld, To k- . univers'laipumor'-f. ,�_ �__ I. Allp the Lop edge of, the Wear" so Ificy bou be toesti Against � I Ulaudidurk Vestal is input A�Amx ad is specially douinfic- THE ROOF DUE- MUSE N AT W.bT, 4' (9.5 imit) lindt, IMPOWAN'D 00 A.t Alp inan of shlogey h e r u w , t I o n s ' - I _1 ­_1 In � � I - o , ,F, ,nvi_oAouAI#.lor­ALrc,.f� �1,6' rtitud ,r_,jsyurce,0V SEATING: MA.&k­b,seray bekisycild,locifies-.pplied I __ I the ndused it. shingles I. the old &I'd a- (Flawn, 11�22). % : I I = Total .M A othroferned fiberglainscifen to anse In 2218 Cheo 4 ply -A - 1A61 (11 -) thick re-Anser, unnuailinal I' (25 d- Gad 3 1/1'fro. not minsiden, , ------ 1_______1 14�., , , ,2 , -, -,-.----,------Oop.-------- UJI - 60 wi, 'NwO -, an, WrO, deptadlug ip-on the ,hingli, An ef � . --- - � ­-, ORE ROOF -OVER METHOD 0! i..,Aw�th�,.d�.yb�f,T&rddn�db.y.i,t-d�,.t �, � unina rculausa. ,ding, Ed. a is Ad. a1g. reseavern. An) lifickumil door, - �_u I _�7 .1 FOR METRIC DIMENSION AND , � , I- vord.a, h- nor -to- .&V firiscranNAST&I 113462 Uarturfulion, If Any oldinhea bw im,talud Glitt a twonable row 2ND (*UM: 9 s - 7 t A F NOTIP. LaukriarkSpecial naost be insuallool over. doead d.rk nor We g Finite 13-9. ." n.w ,,bimeto " - 711e in hoRtit _ - I �11 z �; 1, Gin 6' .11the Maud W A follAinngic"ifta the -P "din, otou r , - .of-.-) ou.baindre UV2218 .ties It isfirengly,cou --- Led COLD WUTnR atHATB (AIL Sloll Appilinig WanturGaard 11-1 ` _!_1 'Nichreowns, peAudAnind,aaleagooryboneres,say. I Mir i I I � 1-­ , - - LANDMARK TL SHINGLES 0 =) V TFlb fit - the TUNA" W bopect fe,neent - I,, specrally I A�-_ 11 �I 6, Ildf- nab Atioub"d F'sue, . I 2- �ow Plea, of Slid* up 'ON th. bound, u* a In, 4 mot I I \ that indad minin cup AIIIAL . ruide, Leon %I 30 114fidgi. be . . .Fivalu'd. I, strandly reco-sosided .I.- the".$ a � 1 2, F- die GIN garter, an 514" froor Our, shf.of the, aurtershhip� � - � , _____1 1__1MN­-_11__.______ f i­o V) CAUTIM: TO Wood. CrAekins, SNA&S, rftuq be $41fidefily nar, .ldq Jungles . the old fourth - (Ft- lj-�ljl. 1 �� " slumfirtion.11 bTs ad Thig- son "StIrudoemaurs May W P'Nsibliley of ift ludd-up. 'W-1 . . 3 AppW the rouxuatleg piece to the Lower IA ­cr of do, roof. I 1�9�_.; --I- V) - , Arsoolsounred .ith A reinforead fibruglass ieri., to uned 11 22 18 to .how Proper torrent; L,, ties, rids. .it villeve i SOURTRIt COVASR� , 11 ecrourlor the mi'sydend m compjmd w El �Zjg Class 4 without . ­_ - , Th. uAress ractindused for doon-dr& applianloor U drat shniglex m Iq rb,us 4 import re,ansues, 'Afing An it t, a. ,d&_.Avour,rr. i zr, ;1 wl 10R.Dt 2. &Pr$Rn.fGs,fi1A orrorre (Poily) Is 31, All -ill,% carm ULASJUNG, C.-Sion-nes"'t Hashing Most be ..d . help Prevent &take w,t there u� -6� oindbAughig t,e ,AA% And mus If 4" 14,- � �1' MW lo"WI-Q-ts'Appticalm .1 these oblei i;,et,r legish danea , , depart: testator VAP shholher . ;�� 6 7' in WMIRANTY, Tlwr,,hjnAe5 Aroweauni'd Againennouilliceirog SMW 001.3s�V),rraxw Count., , ( i , � - I I c* is being used, If you AP, Out usag drip eder. n%A,L dio o-- � , ;> � I I ,,,�Z',; AT I U "' W WVWXT.T� 19 -. bc Installed - .ulA. duc� (A. .of- L r!" I. U�l C'eleacTee(f "Crufflist dele. And Are covered by S-Surr' pAA-IA._$Ac tho, seurneuP, _-, �IO arnsludingod the shinglee (Onto .luch the I.- of. b., b,- , ouria, .Ili ,hipluare, u.pusoros of " exiseari, ... f (sppAtel- k4a whoo Aroofalocts 4 .ill! me$" roof, a chimut? 91.0iff - I ­_ a-doinges'ance-d -ducrotbeffiBIbeesadettork 0 0 At .-.).ok..d,�tl!218cdi�XIIL,,,(��,gly-d,�dL�.1 ,�_� lfi,Snb,� J_?/ I " reandly ")L `­`.oAi%d,e__. .r* = onva - I � _ ,hh,AadfuvAAAvisI,,A-,ko- < CD ID v ,i� -16' objees that penterne . ..I ". � � M -- , , ,� - 'I, L.AJIM& TL Ulthand. to .*., becrone it, Truennot hung 1/4 . - - - � �- Y%�,, 'A� Ih-laminst?-dmp,or*mlhrftttyemofmwrwmpmn&e , - - � AA?Aa .1 "�`* -­� asiou-, should bry.,kno AS yerstuble to the cases e*.f the A,A I M_�,o.n­_~ Me" ""O""" - �,�� - Q_ 1� .10-i, d -,�,,,­ 11,/ --d ft­1743). R .... iki, the eeslead navearte, - l.___j � - - ,eikwt rap Afing;6 Auwk front V 30 far sloirgirs W ft�b ro,.,M.& details And ionizations 11;�,�""�, , ,,-:: , , , ;7 UselAll kAlph ,asiter shOollesfe, if. ri-A of di� - I re) I im.fludonAll hip .d,*.. So-strunwearrio.-inot NOEE- SO- .do. do- to Apply,hurgirs 0 4'.p-. - �_ __- : .1 I11%, / SLID AND SUCCEEDING COIMS]3,q- Ooffromarblum" a 6waidadly *kit ubbiale wish a -.4oh.letayle, MIAUNNU shuttle, seallog MAY be ddAyed fishunigles AV Applied ,\Ve---"- I -jet am E"IsTenuo M coroplorl to I;L .-2!8 cim 4 Wwmd � _­ : .1 2. W full a 0 Off theivoiltnuith, thist Nadler suip4na App" she lower - ­_ / , the 40pantel tow I T-n Ru� " 90*ad U1, . 3W unth the od,fifino of Imithroark IT, asallan vallNio = prelierred W -I vood- -it my be hurdart dd.yod by Adth... dust - _­___.WRI____­L_­_____­ z Ce / co re,r (W. standard 51) 4,49,,, lesdi thani/12 in order to jourewhe I / L logo of succeeding course,' by albreatinly 04 W4 -1 . HIP$ AND RIDGES 7: U`j r" ba impAdiesistoucAti,biunlee urod-dideen rent -nderecO. In - -, this - be An Arcept.We I ",VI Let convert oftit, ma ft SM vtoho,* troAlmot; in rikes And , Of full Aludid. .4 30'Arhagths A'iufflho lefind) up fiboalo� siodglad em, WON, eftike, by Certainleed wheatappinady these shiolilm " wallbeirtu Add arounufture. ffM,,M.*s haw Art seabel dArricese,ronably I - , , , 1_� - ­­­ � z IQL 0 a! 10 ,�, __ __ - � � ,- .----.-- vosumneadall vultead PMT* LA,olitimirl; W- hervever clusedrad love Period, band'eaking ask be mmurie , _�� �, - - ___1_____11qIP"_ I pratrtror� bon there Are risles for which CurounTeart wig am tgUe. � ofal/I in A No& Polintoo (HpAi 11,22), A semlwoi mouh, gih* 6 typoWlyesponaul 55WIQ the veade- lotiectiountoebullor X: cn 'Oss, I - . . "" .-W&/ ____ __ ___ - ----; - __ - - Ed CAUTTUNI; To To. crucl,IAL, shingles .W be IOM.ld,W- - .... ft*,s 15,15 Fhe­,ie-- Dft-4.*,A,d U) 1­1 IV- oespedidbilnu A thonned Me,= emi harm the .petrAnue ofidt, �-�, " � . - ._40 , "'a "allep am quo AnO.Ptift WAAR w1i An *0�1 'r 'E41N. WADOW TUDGE'A(MMY SHINGLE$ 1-- � I ,%­�o,A') , , & -- �'-"4,' .7 .3, Continue �edb 1411-hoostarta-strip Antilles Ah,4 lbe isovs, 1 Fustut it. fifilabbride. �,ith dir. faisiciours, loading it. eight hand Tim lousbadoo (Piddre 11-23) AM a filadhed Atelood used 1. 1-dooria, IT k- it. W.I.nduaded Aide, -_ ---' _' '%_ % I -1 - FOR HIPS AM RIMS ce 9 � .Pphcd'..a% Asp.aafly Gouse with Abwd.V.b­. .it it -.,.do- �� ..... I � " (Nitaro 11,16) Nb edge tuff.4ifired crid law. torootioid, a Why _%- lingl[A-dienandoo. .hb*. becoun. 4..&.d .k. shaped mo, ]be valley, 4 - Albov, Tooper burning for hip$, ridpos Add ,aim i STEEP 'o,$, \� , STARTIR COURNE, Riedow RjdsA shingles lat a occented Alan- Ifire Wit 0 designed to Aod�u I shi�*.No�y%,�,imwjwbbUI415t�wW�gfi��4,�,iwsc�AlhA ___ J.Fw�t.io*PiKes.f%bmgl,vsi.gf..,k",Q., If The e)dnlag shroaghe'law beta an back to dre eaum a 5)/4' mt��f�L=dmrk'll,mpic��mallo*A - VARRAM: D.po.didit our the product, TI-shi.o. A. --dud -1 -- I.S�,�tb,tgbslao�wp�'fro(�-U,lxrd.�lt�,sli "�' t; E 00 .AAy broad. bOve.edir 4 the Oungles. I 0 IST COURSE: upply. ji'll shlorgi, 4 the 1.,,or hall .a. of the , corpIction, to,srAblugla. Simply Gold allosig the p-cut ItAce ard �­ ousunu, . sagodol This traddle, the labs of the &at -- STANDUO OR MEP $WPM fi�t,MIAVUL'tT. glinigh, .linfiet moddhic"defeas And covered byide or tat yurtof 1".. !�.V` 4e?, 1 z LLJ M __ - "I ,.o(,W,,Bg�hwAi.p4l�,.�,(F*wll-16)- I 4.Alitrallo,pudgeavidebinn.fuld.lungles, vd.ldee to he se:ded, *4 %it. helisredues, Atoyarv- k starer- tundeek-at- rrreed.g ASTY D480 Type I Ataidards b ougsesaud. S­gda. Peouratio.r.ka th. -ty itselff., epecifir dedfis next 111­ qy" , ­ 1 2. ihingl.j leaving 51 by,WiArlp, r dead MVJdQal cap,prou'L tkisevatest,feuelsiftion. a- cietpund Lu :�. �- * Pay ho,ticM quisition lonormtkilt Ad a 1 I ZE ___ ._,_� coum 6 Also licipfull because dive beellop .1 it. ft-im furillIdna CensiMeds Moodenty'Itioric', Slfidldfiefek-� or RoWW is blumon$. 1 Cut 7'.9 to, length of tht anagap, Apply & 21)"Istuaining p- to coft?, I-Ath sthattIm --i . ­­­­ 'hundsoveripffinswoo"No"Anom=T" f 21i - 2�,fDcotmn;N.69/16*(h�g.t..b),,If�h�l�k.,�.f.da* CONHINUING = I'VIAMMON; - ibo.ld firs; course a due lowur M r.cres, -flumiq dio r a copy, -1 *a Pro" varaddy, 400MM ts. I 1 - Shingle Arill likely A.d.gainu it. fiefterin edW of the Third nuous, of prdocnd� . I St ,Akos and eiv,,s 1W 9 ft e* is used, or �,',;' 0 up delp edge k, ,,, " W z i ,185'QV12� nooddifirmalmloor 0 P 1 1� And Apply Th, reavildiag piece ORr the hAR-course *We, IlAsh 1. Work up dur tend it- Go - one verrical eoledn Ar. 0-- the testing doubt hidow. Plans Provide, a 'W O*AWA a The am, . 5, w� 1Z I I 411� wo . I , ; - - forlackadcalmiddismild-Afths. I 3 , g _0 i U.SeueAppineu,00.0,21 y.u­*,e,2r.u1rV.WicaOA ___ I ,4h&el&,.Jg,.�d,np(*Imtbet,,�i.�5�ls'(PO-it-16). 1 17 B"fd-bi%l�snWWlher*,Iw"94t�fqpk.4sh�io hp*-ce,,Imgm��(,Nm2-8)wMi*mV.r.wt�c LOW IMMM HSHEILLOHRE,W, Gne lo�er of IfidePhiscif" AT 113 'Nomp" applitall. noilivAlli.nd =k IS. % � neod. Q I-; ,W WO C.Atiff4w the'l rustla: wa-_iwim ­� � __ - �, rich Mono, M-dannog,he S, cup.s.re vreaflun, . is typical he Ro'glu-ba-urer Abingin insialladen, Noda, -ii-Videdr. - Ann lAyes d3li'(915 AaW " fiftsmid, and-fid- irrassiply0lb olivinninly'"A of t 11 ,�.C.iAim,,,�A,f.IW,Vb�urt.�PiPA6oloogd.e-, 01 ,=P* a H ­­­_ 1 Tu,__�, ,�ADMOtTGH67acot%stp,e�,%,%"C*&Ego.r�'OPIO �IWW= I 11 "! Ive, mi %D I ;eraldlrW Fe;- ?__�__Z_ 2, TO couroesAlirre k didle-hatal walb, Lab in OR r~ Abuse go C4 cuume itroil-Ally, dregs lartim Any Ilona W loing edge of Adva witeol Ir (41p on) A,ft I, RA&Ad 0. flue eirlic, .-L 20 �,____)'____� 11___� _ 1 N%W2 Stop- r_q. _,_M_P5V_____"M%_1 Ill -z 2, fi�u I --- .d�.�.kgtb.,�ub.,.-,,h.,Id,�,�jd�.�hbgk.�,-Wof was purposidly left oubs",ed, evetfully 46 the In- shingle tab . th. ,jujudd, ab.- Ili. Edidish-di-Won, uldogir - fichign find W. tic I I .. I , ISTC Ass; L ;22 4_qpc . ,,, L IMPORTANT Nh. i..UdU.g Landishark TL - beir .1Ap,,, out , ,� I OU %- I5 16, Ao4 ROp -,,,,y otov;4ov, "A'k _dniroor Z C.01616.4 So- ruitho �M_sm ,�� 11�� � I . Th" b.,e.- Godgloo.. -do .1 full [Andilbark �hkqdus v,bh ft_II,1�,%P,d,f_1s­ "At" - ) A'a�(6p/�,')O--(o�.ffh..a,�]�a.,.d)thulb.p"mw 4 soll to allm dandlige by Whig ot, sharply hunting, Andl SIV, the Rot .t- ". regiont due in.* shl-gle'unbult eau- ithe FA*h layer of wliderGaind or An equisvest anturpronfing shingfuresil- 16AWTead _F­�W6a­dW_WW7 '1% , 1 ANNerpts.-UTA, sivie 7-- wft&wuspp�r � , -us immus�1146 �! 1 z- tiq (a the broom -I Ili, wbi, 41�, course '15904P If-th)-ildsm each ounse,514" FOW IT-W PW** maww'eIfinsub. year shugh, 4o4eirosalb to Imp due foddea AWe nhic Apty *11 ,+Iagk'b dS*, thc M Should not be blithgoi luseduse the torteat Mytom mom be NOPW 0,er th. oaia -1,filiplehig ft* talon =1 2-41hin the first-connue strips Old, it. left .it low., edg. Bush "Iti, lour hIt- in disatitlyplared shifigh, Add one fieserion to it. nifilplArentood -idd b. below dee. Leading adinuffleA unevic "Ile Certatelbod-FI-a Taubman so I I AIM, Mug (Autionnew 34�bsdj-ghrs luAT 3 alipf.,4 notches, unt kit .4 of the Aussie tab .Iu,ev I;. t000nteaud, Isiding in this toot,000w draw do -'a ad -0 the PV- 13- & 4p** 1.1-ibst 5 ounews on - dodusurd -ky). NA flostarter muse. , Ndsm I I - I 1. IJW* of d. d4pr .Aur 044 jfd. do, badly ithich can the Aced As a godde to h" fir, cut,uuoi� efintile Oft IV, causuag 2 hurne , 101 ID4 avi CERTAINTEED SHINGLE APPILICAT010 MANUAL (ARTAINTEED SHINGLE APPLICATOICS MANUAL ChaPWJI to, 1,10 0*htll CERIAINTRED SIFINGIL9 APPLIeATORIS MANUAL 123 t26 U*Aoli CORTAINTEED 99114GLE APPLICATORS MANUAL CER70NTRED SH�NGIR APPLKATORq MANUAL Cbsl4u,13 129 � - ---.-,-,----,-..Wb--,--------�-,�. I . ____ - - ____ - TO "WW- the Problem, YOU MAN cut and A160". a the Monte _.1a­ - - FASTENING - IV# - Here's a Tip._vgo -knre i-atoxio. ounA,,ot&k.f._f,A&wc su,tt, fesaetk�,j Ad. o.P.rtjorui_,o,bd*g1­ Heres a Tip.., suivo Ai thPp*w,VsAG0o AniIjeu wooded no srop oN, abiq* q the-fr.. a,wiusWpteOsyoo)Gli-oI* Aft ROOF -OVER METHODS FASTENING LOWANDSUBARDUOPI - T4-.,�14%r-pk��..i�i.-hSh��w%dg�b,,,A., NM- Fizel cAp, Lee �'faviao.lignuont.,46 At IN top edge te ___ -------- 1- 1�-ix%! - 3W , I ­1 lindue 00 connue. appo,"inen't, 21 of flic Trading *,e of the -,----------",.�l--- wmffwQk � - � providing �2 indiriduoil �,Aps flat .19 ... er 30 butar 44 (331/4 csots, 1",rom IhL,,4*- line, son -onfirs ..ch ,oWe ----,---.Ap-----,,--"I"---,--"-"- . , - i. I --�-- VN , I Th. -i.-,k.),,.y,g.u,.g.,d.f.li�.-Ii. di.tiodsie.fibor-f -d,---.ff.- &-noboob .k., .4,4,�,-Nq,#L�'.0w�d�ftN,�.,V,W..Piom�&,I�tb"4"41*.4��jg,i.th.,.k FOR METRIC DIMENSION SHIINGLIES 4 � i I 1),bsokfi, rise tep t� - truitc, -f---* r"g-) .w inarle, eld.gferap the noul. so death, lagledli-dira-risni.gle - METRIC =[WPM$ PRP- Ij.& ,14-r­ vkposw IkAod, f.WWi_.,*_.#,. usear feel, Mario Of attip, q ndge. FAAb LAPMA thavernion any to Indicath, dee earrm expoyoo, aut sitodlow-it4r, TrAcenuert 1--i- e2,,,o,) 1 j25f, )-I - am, soroodidy 1). the AM (or the meork, Shingles runfi, ousest; the _�__,,�� phee s 12'by I? (Mordeesps A,. 13'Why 9'/V) Add bounces (Agure-iry,19). 11. side noob. of tho .p being Applhel,hr.ld Shmq,� � __ il�,,;: , - � - - I I - - ___ � - Ift aw- uraym-by onsn the bw P* of the shboilb, ab- The sm linshirds uu.4 hit dead7k applMon Of Aneric dumsesien S,u,gle . I - i crT* .Aners - (be been. edge .1 n,e .p-d portion. IO, alfg-rd .1th the 4up coltv of the pre,jously Applied qR. _______­21­e -1 ii - I G.f - - - - I NIONO AUTHOR (ONOMD WITH THE � !2' 143W 12, I � I �,/(\ � , ____ THREE ROOF -OVER METHODS (Agoru,11-23), "Ildsonah.d . aely eighth Andirothrure.c ,lunigLee -..d Itor roolfrocus, Applic.d.. .I atten, d-. Prod 1 __(30 nor) --I- ($75 nub­�-0051,MOG­l rut aupoiao hio au:,kitia, ateir UrWftruad ! 1 �4ck I � i\,&_T 11 ) 1"", MUM THROUGH IMI COURSES: Itn' tOURS& Apply. fifflcho,& At the I— leg .... iris, - "Actreserryp atiriwas, of A fdoe can, : 12' . , SIX -(OUR% SIX-IKY. DIAGONAL MoOD __ ZLLAu IN . �­iylsuo,)­­-J - - Lp!:LA APPLICATION 18 AS F(ML0W,%- I 1--i-7 I � I.O.Alt, �� 1, flegi. the aghth crodnur,byarfiur� 11, off dic left evulod. shingle ."f.l.k,DL4,.Ubth,,,,�,wu.�(fig"ji,12). FOR ENGLISH DIMENSION SHINGLES _ (vS, ,,, SIX ,,I ants, up the roof, C"aft from tb, fled outurk adirr�, "A aneas shingles - ungfilh diedension thrailles is not cumordeadvil .- am -1 - , So Power Cf.kc, Uner,, - md"iyt��t4Z5'pkct��ftsmah,cw���Am*,R,�t, - Ih.l-..U.dlglh.-��Wd.d.b..tb.,k.��Wdffit %lb�ho".f-A.QM64W,Aveger&k4"&�-r. Pia", ro,oted jud.- &,,- -1 1-1.1 (211nun) 1 W..'rupe 11'(25",O) ��-­ I r 1: Apph Orkbllf� up Lo die hip or lide, ou, hAs,'da, 1131A kft I I I- I I I---- -1-11 w,�­�, - I � U, � 6, � M.974 X­ Dt­ . CA, oldulfiaglo., bxkW to relm ainirpee, Appely drip edge Along 2,5dr And 26th, Add . ... 11.141.1 a.- G.- I fy, wu 7-- _ ... ,_= 1-1 0 i � � _�_P�__ I Toed, I Afthdit Ith edge of the sovidah-course,blittk, s.d urpAsung & 4NO COURSE, Get 6' .11 & left und of A shingle And Apply doe firtroafnig over Oisaq setow�edfi asylindi "firt, slaingle" -an 5' hubs TA. Add - iftecordeducande& __ __ � - ;W,,,,� � I ! f0w) 1 (11.4non i i Non; The bur C,Orut 0(slftb� 40,14 lom sA exposure Of R,- f I;I. r,rp, .oa f,j"_ .,A,,g, mg- It .3., Nx .9, ., be _4yb, hoth ueid.tpu�s­ sereaft, tuource 51 ft­ It, 9). 3ir Piero OW the hest-rogm "Ideate, fliedh -Ali the, III e* and tam the follbrielito method", I*- 13 2 In-1- - d b1*1q_ "kV thoubAr I --- / , I i I - 2. Sh. usel.-roodiag lor-� up to ond brauding,hunielfth urpusiq the fim cours, i, (ft.A, ll-a�. , Tht, Sir-coscIe.. ShA.ch, sAppol,offlusigunad Nedd,q ANd.da Non: 0. ­aual .ef the __ .q-- OM _y, . din HIPS AND RIDGES AfrA -M-771 . 5* (5141furnnfin',) r,hersubeeld,shu*oTiorikilse-sis F_ __ - MMRTMT*. j.,&ck,*4'(juPOO) thia­jbituara,discrobeig. . The standard Approach Of -msdor sondefieres gated-lunt said appitcarna deeserfired bel" is sarylgested for roofiag Over squate-uh, diricidoes Abose 0* Wd to bAr ovollik, An intiverfient ruk of - HERPORUFANT. for el,el. V-,' fl 9 im) Gdek or socket, rage, Amn go � - fivac.-el plam Qtfie,vow. w4ronal WrAe, Leak u-uhl .cut or I I I I North for ah,A�d 3/4' (19 ..) to. the deek 0. den -a ded-, -A,6, - go --.dkb----- verum, with a Shingle 51 Nowner � Off the let end) than be rin", cooliond with th"N.-Cours, tria,lueb, s(upp,il-Off asph-th tooling A.96 Of 5'. A*'(] 25 don ,r �.11 -) cep.sure, dounal, is a" &ch Wou the top edge of 9. livobstri.gle coolst. a 1_1 Ile (rq eve) Am the dwi. on finener, duclo, ,unia Anat go i �_ THREE CLEAN-DIECK p-ioua, 'unt--pitice, _b er- i'� SUCCEEDING G(dAUI [Angunal Medi.d"; .I I- flr� houtoor ordo. a usetro, shinufl. con- by has than I �1' . 3. Her, apply the shii up A, Joe hip of rieligne on hold sj&,,"h,. evosed shjo* eed tents. The ligaims used to thl, section owirsto I Contract U Law ,,W (3,2 am) Through Ike deet VaDtim all 1 3 flogn.ils., , .1, I , At. Rush, ; the apidleAde. .f--.,y shunde..- A, fidge vent; upplie.fic. I At !ixo; 4. o.t Aim) thmoro she deck. 1.1repthnApplosti .fthenumsebagcon-by.burnatiqdr, �­,__ ­_-, - Uj 1".ft .., be I I . 12-Eauto to. __ re APPLICATION METHODS 3 losedtia" of 'he idimm for,otnue oitto through ovrb�, sherviou.noru-b d"nowing", onsublesed unk do, / ___ , -,, � shom byshimbis "K, ad "I" in NAN I'Nity, cut drufarente ';.its -9 be It-., 11-gauge .e* usuds, uuercm-oosiat�xd, INOMDMOONS - -1 I 1_1 � we aftrushinat":Z91 i6l afofftfig left, end "I'l muld-gle) 0 Tba, , �-_, in directly 1. it. mof dKk ditty tibotlae ( 12, 1\ Ann At l�� 31� � k- 5 Ann) b4lk, Andi ,n I.nA I' (15 ourt II.X FOR ENGLISH DIMENSION SHINGLES .unplK."Sod.odr:raulostAblisluesdre flood floe.u.-ot "FPsAAch,S1cpp1A,0ff blagonvd huednopl� or , I I I - I , , -bh,W,.bAckby2.(,rWfA) Aff-thAtop.dgAuffin'R*11b, 4. 90. the ope by conang ffift-1.0 Shingles a the tab courroo, ,oil, at lux 41,4' (9.5 cord) he* And At been I' (25 -) I.E. 3061-! NotchoshirARinvuedba the two,purt (ocehr-ounm) T... ftg�.attw,�.Y.P*,.�oi..4�fte-��,ma.14�-h � , - , _ � () LU � courst 5", 4 The aherme approsedu of "inenjoig", combined with the "Sh-duh, 11. - - Ad-A0 - Are; sunnothdr, below ft. TO. Lie, hArIS .Ad of the cips . Ali.- 1. Fors 11,24. lassillul-TI, requires mine #j lusnot %1AV'bruip. � i�ll 121, t2l, ,2^ � - TqFdg�oftho,vrooc. r �L Co.f.tit "Aning Any from the IA,elre �uu- Tia Applied by - " , , � __OOSOAOI�(Mo, ",-CoOuA)--,1 u(Wo � ea,O,oshropu, I the (fitoniq) Low An MNDA90 SLOPE �,, , I -.,- � � ImuLlon ne. O"Oh, Add om,olb, ushn, the following jdohodu� 4 �, 1�111 - ,­_ � . �� � WftxS`(125urrQEWueA, , i 12, ill, 12' - dVd-Si��CO.W,Si�.I.O�SLeWd-kIHDL%.,Wgdt���'; i-lailiq full.oh.gle, (.,Asd,owroudu� drairsou). 4. ftsieo the hOd,blaides with Ilea, Won-, I.,I.gthe *i-h.d siogle-Cot.- vejeol Racking Meffiod." , ;,__,� � N'lle - - - , , I -1-1 - ------ - Iddh' -_ -_ - ... ... - -_ V _4 �,- L.\__/__ :D = ENGLISH , . Th. ,A. 11 ", , , , - ­1 r-2''U-) ,_q,,� �, 3051.1u--�- �X' I ­.j . � __,3_05MOq--j lab edge-fiesional O.4 Inter __ . � I TIP$ FOR ROOFING OVER SMOOTH- ­ ­­­ 1-1 .7 - _+_i�(25,umd .. 1-Ii, �� I i � ­ - - ' .... ... :-:)1- I , ,­_1 �' �, � 1. . . . ! � ,SW,,Pheqj. , . no AhAM_,1O.iV,4 StApped Off TrAgo.d Mabod-; . SUCCEEDING COURMt �, F,eAea the 34" The- of uld"Agle UARfir four fou,nvre. N QUE; 'ennort is ptcharseli over"brieltinA' inqueols when recording / - - , , - L.") � -_ If— OR DIMENSIONAL-RASI METRIC SHINGLES -;,;­ , I., 1, i�,,, 1 �11` I r �2� orru --, - - boomrse � A,* ..It- boA And look, better. Ntsfing, As I'll, ,-,2,,,,-- " - 11-1, hu ,h I � ,'_ English Dindludialon, -h, 'Itaitie-Colsem, Verfiud Rarki.gMefin,if 1, R" on MAW two -pan, wej. cuum pfuceftt, aterbadog 4, TO � Ate,ti ut At 9 Oat Indsh th c Sig,lut Olbet Vertical Rickbig AM, ad, .6ft i- -_-� - � - - - - - - - - .11 : - I + Thcodw,unr­�4s­ff. IL 11 1, 11, , � d I 1� - - - - - - L - - � ill, 10) 571rd ' , -4 TF, -"-I,,_-, ,1 - T_ - ­tbodluebov.. ousi.pplican-proo-ove,sq.-Aub , - '. t �� 'Ad '")," �_�_-- 0 V ftefi,,M I j thc,�,�-..dfi,�-��U-�,4pO,�,��f.fto..�, -, - - 1\1 I ". - � " " "; rr, �k""" -"'.',, / -,, , � ". " , I .. I _j .,, (1) 14"OURS11, Mq" $TEPPID-Olf , ,I." sev-rouse -fitrift nh A ftd,bh)* and Nast WA GOM?19"NG THE INFOILIATIOM asidoulispeiii,W40 with a 5' exposure, If you Am o(-K* A datt - � � Ed an lift"clWatedin, Toof-om thade Are M affaurvi oaues - ou , �'V, 1 V-4 p4c An bso - __ - --i An host, R atisaduai-ts ,I I I ,sraq.tion undIAO 1 97/d, DIAGONAL METHOD (-SIX UP six OFF-) Ree-courresoalon "It � .15"hingh, 0 r cutoll the W e0d), 1. Ink efialf. a, 1. be hunted 2PM51 the right twe.f.pph ria type Or size 5IyWO;k,, ve. my Aced 1. ag learb; the labs . 69 // - 1� I to coushic,: the doo.th,utufarn, bawolubrigie And the doorraduAtfi- 1.4 uNwax n ammo 21 A I- (50mis) -I T - , "ed R�-t7-2i�(.,Ae�,)�.1-�.,kk,..W.04.8f. at Airf deck to � 0 < - 51AD& 10 Asch course. " up, the met from the arres, One .e.i.itisposeAde T.d�thL�'i.pl"�w.9th,�kwk�g�*.fa _,/ --7, ,�! ,,, - - - ': busa, shingle. PvfWA_A1b_a6_)1 - --- Slow I _<1­ ! 4t .K PREPARING THE DEM 2 (;..pW cornlogaour & ..(wt.g fAR ,nlaldo, " i��, - _� - in both aurcs he corrydran Problem � He psernmr, of Gain oat Puoruo�drt", 4151!!--�� 415t!!V--� , , - - � ­­ t z5mrn� 1 (14soo) I . Apply rip,Arhdrnafi�, ruiptind. Ceaeun ser"Gre A tritt due did old* 011s; 9 duty W* be lapped 10" LW 2 J/r 4' the Wh" 131, ,,"'. __< , , Tecd , . runlrul colm A a Tim, attwentead 41M 5' gp-riuru. .au,lungles, Tide perunni . Ilia-wilvErldficution thin trydide hired - oil lunw000r it. -,.f.W- re, be husallad And the avoup rod 3� Sinvit huddling the ew &I she houion; of A Ider or nobbor, Prol, of _(W mir)-i coedsovew !A V r Ly- > Of Shingh, Anderhyrnaw be.ppited. for Cl. 11. rarbig, n.dA,kq, (s) $IX4NCk SiNGLI-COLtW 2 1. it. -- vlAre ,he ,ight-liAndshurg,' ush 1. the ­m. - No� �,__� - , .due. It. W - As a function of On, shauts. badg dificom �_00 W) ! cm .1rdelved I" \_ - i I i I t% 7 .-higuouritibre,pured,Applifihnsuid un.rald.d� - algAn W slfitw - � Adige boul-q 1, 71 i , - F __ I--,-,-- 0- %.w . I VERKALMaMMETW)g Above 74 poup -Ity 10 uqbutt'iued� ane(Afly,fift The lm�, slidaithe - , 9m; ley doftl Line Do or "Aw, we* as thay would in An ingliddi, Robinoo T.P4 �i Lmou", . / \_----� i T _ ab . .A., to e..a d-.gA by teseirg., shadply beedbrip, I - 11 i - I'--I'(25ApA) i T. (25 ,,,,�_l - / - ; 6, . SinAp h-mAl count �onc�d �Irnfidibue to (IRMW I - -dono, ... i ! " , . ..'���� Ascure �bdagfuc OLD be . �-� .", W English . OnAn' to -Dridgi.gtheippourer. I -i? jffi�.f.acAAAho*_rA,r&u*,pk. . Norchfor " ,4mi.4gib�wp,fO�ecuio%,�d)"ke)).F"a.c,hpth�K.t PREPARING 701 IODF SURFACE � I S_ 1�z PAO.i� � -Mt�illp�d-L�pw�,�U"gk,�5'025m-�I ! dock, dunrusuanst ft.gk is "ai neve, dMc.it none doing so .w fl.A ,stor * 6-oors .4 4* 4.qffi, A4� 5 Coraeurld I - - z � d � U_ I U z - � SMATER COURSE! ihA, ,WAgk undornerilb to beir the hirldcoshingto *P, FOR REROOFING i __zz::�� ­ aronoodo-surItee Wgi�t��o..ffj��u�,6r*wiw,Wm,b�, To') � , I—- ­1 EM:Fj- 11,14 1 13tw - � /_ I c/) LY_ " . -(10'- - ---- �_�.;�,_­ - '� I - 3. Applyall to,,, fusiours, to the.ewdy plam-i shl.8h, And one - Abil 04 tutirfino of biluold Ivol as Nootola as possible by �� ��-�t_-�-,-_-, , 11 �� Ir .1 N.khAsAeAb9...,,tJo PGAAry I]-,, zocfWAuOeft,.-7f-ArsNq(A._ 1� Ll'o C'murt4siew X 361) or N "Wo, eovraeonsheDG I �, - 2, Idenall Cape lielsounig At the bottom -fa hip or 9 abor end of 4 farf,­,) t I"truor 1, due ineesdA the slifirde nal, *b- it, copkeeinT misulog Shingles split oil Suit that, A buckled, ralued � SOLVING mmm PROIWI& PRONT ,Aige. App�. stun*f ifirce dent bas In. holeom V (5 I/Vbl 751T `__ l I - I . ",r,' "lop Edge allies priesdone, n a,fttwAb�.f"pm.ti",bclo�5'ab�bpekmnmutd _ ,or 40 (F(�-11.��)-R-�%.,.b��,�h...qln,.,,-,i.,,ktli,, �k mb. Add aiding AMAgle, TWO RULES 70 tWE(011 Am. I 3 1* r. A. 9. 4 *urlyfa Abinalk I " , "R* inook) --sd f,Ftsore 13,18). FAPAA, the suarter, Aub - .ads 1 (196MIA) $1111P SLOPE A, CWAv " J."tu, aw. eveft edge of Ile toof � j, TO Alletwe r,yeses ed,ute ". Awaits bum sitan"I the *4file q,_ 11 aa &,e Offr, Sw tjk,�usivl L.Voo- si�l L,4�, 1 QAAW�V(141mm)Encetoe < -a Ik�t*(I&L'alo-pp�'O*ftWfUMI�'lod�g&��Att N.11ros Li- " I _"�,P�. e*, th.ke Suit fugouss used to Apply cals, panticate, At kast i \ ---------- / --I L,e to., Aa end smspoe, of .0'an,wmg ceroo.r. to, "ay Gun It- __ , 91ARTER COUPSiEt 1, IN REFUSING A GAI, A NTIFFIAM SHINGLE ON TOP US Bt;w A�w � __-�L - -, _0a, Located lboor 11 frour, 11", rAe wo, Aa 1, al from each side i C0 a- " suingle (Figam t f-4) - Asphalt re.kog rmad ao,alirg,lItYM 0-1586 �t___.___ 36"(9i5m) � , edi It- AVIRAM BETTER THAN A $Onu MNGM- liblugh, suffaft tflt_fi..� finuakaud'yoaa, a.* Aw blysw,q.� ___- ---X " -_ V, . �71111k�_ IA' our Or thaorigh to. doelfing. - - -I I -_ ­ 1. Use T 4 �16P Ahnigies Air &v aigrer room. To neike a sterie dep ends A. it. ty p u . It Ablove A. Per rounp lu, Orpok- base 6, ingle, - 1� i " "IV Rome Dimension I 5,R,,,,W�hi,pw,�d.�(�PP44.g-,�t.i,��m,��t�&�ltc _� -11, NOTE.T.. juilreepoulip-rit,ifiencidgeverri-m.,u], Type It, sum-d. � 101 ifth - ­ _1 . slinol,, first an the labs ut of A sundlird three-bab shingle. that - - , _,; ,- __1 - __ 1 ,i:l . < Z) � I ; !:I- counpleuo t,norm, Aer- the ML Are gcncr.ily 9111. than flutt gl�bose shi.gim AAul fiber gbo IT To pmen, aockpg, mald, tano the caps W vAnd outuiSh to i - � .11 a " 2� A- ffi­p of a. - shiolfie. Pro, an --- I . � - I onay a chuflefi-'v paralt, 19 or, hip -, A* Along the It. whete i � sba,�Qiqi, 71 I'M M11111 L­ I doree-en, sbingla, wid, A (..I- durni. are Many Adder than those porri, proper foreft -, the dolige or hip. BACK f1!4V pkouv 13- ly � &,A,ftono, RMS, sbh�L* bru . ove,oup �,00uh 09 � 51 searo, course strifinki; are aninble, from Gotudipeeri fir I I'll, co , I - - - - � - I qq fth tb�.,,�A!�*%.f4�t,op*k$k�,,,shovidbe, _n&�^_O1_W.4,h*_PirYN,,NA,._t . � ___­__1i�.__ cAtMOIN, "An. shorer &.,Ad.. 5 Paden tod cap Shin* -it two 0016 Rearialhol at 51/8'0'�` to, 104, i 11m, �,�,/ ­!,�P,., - - - - - - '. - ____­_ ­­ � P Piatiev LI-12 U,di.Q.4,q Nkshour I __ broatfoa, 11 - - .\ ! .11 ­­_,*, , , " i ! emo-ji,h ... P?jic r� i � O � , L This %log[AtudernAl didleudii anin-di.-pifingsom typus Tbestifemshintm in belb be torgonieW,li.birilles, arejurneii, 9--d phint) firo. the bodurn edge And I� 1. buid ead Aid,. V,-- 1__T� Nll� V%,;�"/ 3. Apply a AU11 Cap shorgh, QrA, k sorrier (Rpm I't, lsfi� 3.4 ph.e ! , 2- CM 6' of dubw �ule of do, firg Pow AbW* Add inubill A Or" - Ore lieurywright .it unp-hisaryw4ght praidarn I , ilv\_ - I - - STAMM COVER'. of Cauldleed Aaaadm H-wo,e,; '41ouble oulum, 'ecural tuelong 1171, " shing., suell � Itteve only the V a eTQR4 I- the weadlift, Do ON exposo, / Issmas At 5%' (0,1'fo, Arctic) up ft- do, cquoud bovow, tr ) _i T__1 Fff­/I.o, Adiftnoull'ind, vachunle.Nuiludiviturnbe.p-donthe ­'­ , I I t - - _1 -f 4 �&k�lh,&Ah*4.b�..,*,Wlbel�L-5'4& 1.1'.C.t-T.4�t.�-(W.36,)�.W",Cm.-.�." (Ld uldicifi i-shirldis .# Lid d&- by sole, up the Aeft hNOT the 9'. course At Alto oldshatilles, At tho LOW. I& - As GedshifieeMs 'launfis' and &0w 31hurge� produces. fitinsurru, U,IDEERI I ­­ - -1 -------- ­ ­­ ­­1 "; " ,7 ,ge b� L.14� - - I ___A� , V-1 L__11 !p!fi!,_��*, L__.- i 1. Noun, Of the Alugles TOM Athich the lower 1* air's bar, I,,- eu.g,cd 1001)Mui." bIVAft 11 W 1,�A A Wannase LrOrAr� Alp- I I � 19, P,up-nit = ad mfjo r ­*�% (XgAnvlt,20)� 0 Q�W"cd__ 1�_ , I finishrel. tcQL Ali AM b,-41 Aidet he diteetit,tofitlet and Arm out , I an 6',ff The broph Of the first stian-cours, shingle. I.AO � I - , I � I "A �W�/r(25 ceru.,!. ad. "Woe ou, the I..e, kA cr,coor of the lost. idaik,,Au� there (Piesurr 114,11crousuber, d.Aos1AO.A senior c-Aurki IN, T it e­ry bep.anot to J.'u. dre ussbof Shingles, prepctly. i. Reboarabot, th-agaid., thil A.I. cours, Amn He . &so As, 2. CHOOSE A DESIGN THAT MASKS UNEVENNESIS: Ad im- 7, YOU on kworrive dw.ppeorvire -1 Ike roof by applyag tAo lW TOP t� �-;d'�%'�'�l"�."��,',,"�72'�'E . irs a good ld. to art old,hiniges bad Rush to due ,.k. jo, Nibi t, so ,be we$ affie a Ric . Q I. TO is -Ili h elp It old the firit- 401* su&,e -4 feAd to,psoulty Moak through the shlougle sudice I , ,�, 2, art into fibe ti sualla. z_\,_3bP � I i. k-lt' left coorhaingrog both rulum And - i d.p edge, h, bring As levre ne pouldele W In' Ak- alp Of tb- lool, lx��- l'b�!hK�d.uhi�cnc,M..,i�h-l-M.g,.d, LAMINATE - Flo, . 0 Ispoe NAM An 4' lab or lea,* nill"int cant Toth 0 Ad usbutmorie .a ffrroi�. be oure double caps h- Lim e9knousl LOW the 4 LAYER , - . I 11 do. 1 , ) I ! = ___ "�__ - I C-1150 I ; - _�_- 11-4. I&f- 1.Q1'.d_P�ry1,j,&vo -vie _Oeqnw, usu& If To.ate.. usi.g deip.*, .A. khe.-ding fA' 3� Ori 6'01hu 1,A$ ofa. fir,a suuu�sap And 4pply the �W rAckli.efea­ god gare coudso shinudeu don and provide good proucluou egabod wind Above R, aceft Sao trioup, in the - rua SO when V. rioDuse I I 02!�� � N .CAA,i pirrewtheiv-er Ancornerof0it - . We eugrSc it. yon, Apply ru-sin.'reiisesent drip edge Ahag Ad, lduoe�ffs, -hich equi 9.1 -I (be ,.of ike, . shingle, I. . ro.f_". h J, Isea,. ch.- .. A,hk . do',* pri. lidorr Y. i.saft Round, ___ ,-(,7%,`u , Sto"selve Use, Of ,Oof",ernod Wit course sfiogb,,� 3. coad-bb huff-lorosifib Aur andes 'Idegi. oj.%,hc - roof, Ends surter strip Phould � �_. "" "" 11 il I I I " I ";, . ,!!!t�;, ,� bitter. �ffguvu 11-7), o-hant; it. alies Add - kb',vb. drip edge 6 .A, - 1/4, mlim *04 Wye, 'Merhag the odgy$ of the old shuosles� W ,,ill � If you Are using drip colle, lod the cauder,bundil. eneiid .. - that fliallit, or 441IONS the Aft"M surrAce tollo.. Q03VIeNrl, &T..did roor,deltaltion And rimal.ppeAl to flutorefines, we, Four WOOAAOO,�k adheetre strips far a sift"Mnar .d, � I __ ;,��_7 `�� . . - when . dolp .4? is ­1 provide . edon- .it stringht Adge dud Pill help PrAvou under the obee, of Ike .in, and as- by','2'. If YOU 4co.ot .sArA drip Independence fdhsuaindfi� with its due"badow It.. Add -red C.OftleguioV, lib.doriffidtle oi, - .fCeet.ftff,ouI'A ork-ad - IST COURSE,- Apply . fell sln.&I the 1­c, lot curder of A. tort. , , C, - ­ M WO WIND ARIAS , uro" under 0. shingle Aegis. udgy, let 010 -twer'blogh, araui�, a. roke, .14 %or,, by yle look. w%k,, Ad orgoffm card", pride hip and A* rate. Figeuofj�j A%dAToNoLpr­fiNAau...W­u_.d �. � "rio - - DO NOTUSIS STAPUBS. seajart.adicuturet,trip,fil, Adfurew defirst-orneal".'i __ 51 Plain; The c-Arse using sebtfischy, prouned sorter arfir, If Pon* fiedial; oter A Aux,olli-nAf� mom wqi shiesto, ,oeeos."Q.d.&,Wroo:_"� , (so 26% I _7� ­ __,� Mai, Labs he flash unit Ili- Ono .1 the sinker rod- 1. this way, j. Canuirm Aerb wit-le.gth career-unip strielfin, me% fit, - 'PickkIo6 - - - n "sto SpEcEdit A%171� W instructiour tbortf.4our, - the ch. chnuilc flocirod Siongle k Ad es"Ll"Atchtfire. if fnow numiling it ,odl, 'In I Ir- -\I- I co, Audurl" " .. ."aird bv Q-tai-reotu le.n." the inuedlo, help keep fir- ft- IMIng M Ingle nedsiFigure fl,.9)� ­�r,ywfs up U Aky aeut A-, ken poksorly awived Purap,gon W 0,,er 4 dhiserunnisid ALLAN, Independent., =* be your hour thoia, �Ielno-,% ­1� ; - \_ - THIS IS A NON ENGINEERED 0 VAO W so, Fail, toievArr, esehitiogle, 1-4,don, the kneabo, an ---,--�---.--��-----��---�---,�---�-�--�---�-",Isw"---,---.,---,,,�--,-�-�,,-----�.-----.,�----- ISTCOURILP �y I I -_ sua# each uhnifift, vuh to. Npm of.,pbot-fin euden, ASIM He re's a Tip, , � ast, a# * sofnigin, jivs, . bu .% kfi, re w #Sy sho ugirs firm oo,niiN, h uuo,%� rh �, &V M UR in bO­ -019 - 1, Thefirdaritmet,ravul,90W by 36,0AW* spridnUOULA by Pigfo. /Int bisculoop.onpa" obct,�_,po­ swZ*_,_�- M 1)4596Typ�lf the ideelaquAiltr, ,sTvuUn-T�-d,luAiir, Act hot .,'$I Plonmiz rr,k,, hirsvb� 04 *A,4�w root� cubing; 2"Wifis berdinnuffleembs.fTPlink-ldnitfou turs. 13 W Psektriog .1.1. ,ec'euk, coAt'awy SHEET BASED ON PRODUCT ,equk"I by Certaidiced. -."--------".,--�,--,-�----------,*------"-�,--,--------,-," (JYAWv 11-20), rddoo 43, if. i~qjaosed-Ost oulby *numb, --doorerut(finyouet ,*..ordA,koAA,ac_r,op._ APPROVAL INFORMATION V-4 102 aipie,ll OFF-TAli SHINGLE APPLICATORS MANV&I, CARTAINTElsor tillitiOLI APP1,11CATURS MANUAL 61,9W,11 IQS its avlUeril C43RTA11TS90 SUINOLF, APPLICATORS hIMNUAL CLATAINTIFO SHINGLE APPLICATOR$ MANUAL CA�11 ELL 124 CkoloWIS CENTAINTEND SHINGLE APPLICATOVS MANUAL CERVAINTIED SHINGLE APPLIG4TOMS MANUAL (,&*or/3 127 I" (ASWOrtl CERTAINI'lill) SHINGLE APPLICATOICS MAWil L0 LOCATED ON THE STATE OF V-1 FLORIDA'S PRODUCT 2NI) THROUGH eyff COUIRSES; III) FfVE-MM STEPPED-Olf _­___�� - ---------------..db--- , Ill -- , 4. (Ant 114/�� .1 the flatobingle of the flure corem, 16 7V OR the 3"Afign So, top adge 4 The "s so " bid, up (riesit APAM the a- CA Y 4 ifiefengly a the TIM garissr ftp� And afillith, 3 1, piece STIEP SLOPE I sr COURSE.. Apply A N Adingto M the Levier leA �rudber Of the -�----.Ol�l----------,-� Proem a 4' indoor slanagi; by re'"it of the low 81 color pia, i ii-..Iok.-- - CLEAN -DECK APPLICATION METHOD CHIMNEY I LASHING - - APPROVAL SITE � 0. 61 ot the leA ,14, of g, SW*4 ad tonsil, thn Y? piert - DIAGONAL METHOD WDECK AP`P6�ATJON fi�t,h.o�.fib��,�M�-,42"�'Al�.f�,9,9.i.*.tk i.b�.ffl-.Al.gi.i.�.-.14ffikd.-.Md,&.I&Wp - the Sm a- At & k-r Id arrour of 0. eshaftogrod Use set --ilu 04 few we, of Asphalt MAIng cord"'i for e-ty low ONFOR ENGLISH DIMENSION SHINGLES -f%i,�th�"."*.dkA�*L-&.h.Abtb�.4..f*� � _--iiiiTiIN RIDGE HIGH -PROFILE ,do fruit P.re.-f - M.,AAGA W* siongle.Apply do, Vota,ter THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS Add shored,fi fi,.-- uldirilo: . throwitfirb, 1,11,dge of don METHODS FOR METRIC SHINGLES hild, con-, .11/sl.fflk��il,loingk�f,,k..%r,b aonsv, gad Align "b thomfle, cufirsu� 3- This sanor wup should ."hung the oiker Add .rux 1A.- who laourimal *in*. See below ,kViefib fthig adow,h.04 mot - HIP AND RIDGE ACCESSORY -,dueliefounom,Of AFTER THE DATE IT IS SIGNED AND SEALED. (IMW UP, FIVE Off') - Adurne, course (11stury, 1.5- 12), _ piece (with seshus, natc,4 the -ow edge) -to suite volme, 1�. the �, tab" (,I )be firn,co.r. Shingle kxpw.d � ,3 1�4, offfiA, TIN sibinglo of,te se'tuat, .Ali,., Apipty Pith with drip edge is used, Or 3/4'*- A. drip edge is ruoul &EM D4586 Type It Apply I - sponsAf asplealt roollig -t undur 0U, hip of rake, Of Ad either aut Of the ridge, 0-teltudding the cordar SIGNED AND SEALED FOR THE STRUCTURAL PORTION tior P� -�-R.� I _vF­ ,17-8). � liuiaVo.��w,.Ai.di.r�ff�.w.,gd.f.11"!�g..A",. As lok edg, in it. rodu the pirAviess course (P�?- 11-14) � 2-40 COURSE: FIVE-MSE DIAGONAL METHOD 2ND MOLI(;If 5TH COUR%S- 104110 Shila Farthding or aid by Approximately 1/�' And Lending flic oured, shingi Along its OF THIS DRAWING ONLY. .1. (it IT .ft LIT, fi,A s4ifiek Of dre dArd Course. 18' off the rm itols� 11 + n��,-,-(,,-,5',V%�ppw-NtDkk�.1met,�a 3.1.uuf.n,lf.lo.&"L�g.umth�-.�pph.d-.- i�(,'oi6logtbtkftadof*N,bino��st,ti�h�mp�4eoM�s �i,CDlgi..�iZbfidi�.O.�fM�rtUr�WP����gik-� WA Pow Add 4 A.Va 12, W Ir in froin wit edge, (-ZMSANDFOORMS-) ____.___________ lie gootown Aolltc� __r, Aioigl. to core, hips, rullse or abou to to- 40 phou (W_ k.- below.) loutall . A%fl on �1:1 ("Rundorn i%'Mal 12"b -Ofq wictim 40 PILREARING THE DIRCK: CAMON'l F.Adr. to 1.11tv, almar,door ships 1-5 belo. Ank being " . -, rale, edges, exh ekle, Aban 2' up houn flitzuerIdrsdiddri oposed W4 edge @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT , y 30' pi . do* up Against it. Ironton A* Of the T loonsw clooe y-grAho, und dray am orattotefiet pidleces! IMPORTANT am biew siol'".,%G, Dome feed, To ribiom And VIA, 6ions -b,jd. odpoftk shangle.. Th. Widet. fron - PROPERTY OF DANSCO ENGINEERING, LLC AND THE ,lungle of du, fourth .A.e, 21� .IT the first unbugle - the fifth .. I - SCCCU-01% COURWr A. you E. up the r4ke, tupear the surro, A ST Clot bUditTlic tat mm, is inside of IW by 36" Aldloghuser,ps METRIC DIMENSIONS 2"150 tell I � �� &��, ,/ ,;,A,,f amuslHat ­AcaXu,.mI1*.Ifl_d.fgd.dp.UfiA_. I I., , ,hungle 1. 9. old fo,Ath mncie.M.k� the fell edge agge uth tho, , 4. mum and 30, off the 6 W AWG14 of On, &Xth Mum, APPLY NeII I I . . Thtaftarowee 'Ififfix-C.ouse, Five-kieh, St,pped-off Dationod pattern reed W Mai flue finu, severa centrout. Finish the courses Ann .A& by cuung r OR it. boul". of duA labs of mula Anizatat. + Apphruododak i!`ed Suggests gulf a k * t fts left edge I. [lot unh di, p,,M- courou (AiTure rl-s)� _ I .3. , film-courn, lea e* (Pidunn, 11-0). 'quaril As requind, County 1. Cut 54' 4i the IAR end of k firif glidaide, Add sm " prees, LOT I fliamem -T . 6'rima . Moo may 5VOsed to RAW1 the uppoese mdof hip, ridge turraho- CLIENT ON THIS PROJECT. ANY REPRODUCTION OR - __ mrdxsll� or fieft'hiedides, n"Ithrom the cAce, Of the .of ALSO Ac'.P'the, of the strips se, theybut; up Agaim the about the *, 4 shaigh, ardaliquicarr b-ppli.d. For'! I. raideg, I I 1 doet appeonson'., the 4ioraborus daaa be foliv,ietti, idelo-dung -TIED. 3� lewedir ho cleugh. thish .p.. the m Applied -se ­ . A, . Tben"..."Didr-TAbbluebod." IIAPOMUANU,t Doa.i slip ..it ].let of . gheo ­ ti-irso, I- RaUnnare of ?be Are; courrot, (.*) b; T.At $""oshor; oruirm Shingles in the ALI third coorm. (11we If-,V). i,­ 12­,__f_141,W1-12"- �"W��.1t�go�afly,"W��d-App4gxww.."�Wd. Lt..-Ap*&�33'A'(M�,tlf.,L.,d..e.,A�4MI,i,-.., y0e,w), 8`(zo?l ") t"Pedwoo to the Artallb". To Prevent domilat to N,ea, st,ply. full Munsto. Ridg-N.gle over &,� ln,uah.doout. UNAUTHORIZED USE IS PROHIER MGM if 10 __ $1, A) .. r,, 5p4lhun Qnemgw,ltndtwmoAbealk." 3- JI00i redleoh "Loserowdidappaur afroveresolibeexisturg'Aud i 006 AN , �'375 ur;O� 1 msm. r . Strap h9d'o.yal ad vprareal d*ft� 19 *saorro, shinglo uAll 04 awm the Arstrximer Abituadt, Leave the. bottom 514' 0 Portion Murimin Acheill. dud.$ opiplicadurn, thay must be A.'&I.tly - Shinilk, beddine it 21099 it$ OMWB� MA FOM* into PlAre ow 0 (upparainistuil, 51, 'L* THROUGH 1111 Wilw"; i I i of it. firsi-coa- shingit Ariow (Ap'ne 43-121, to Allow proper forating, SUCCEEDING (OURSES. A�y.0 grup therilue, oupew thei;Aou, ,I: li - 11 SEVOKOUM dri-derl.ving'- 1,B�Offi�-d..,-bycWftg5'�ff,h�ld.d.f.,44c I . I row)- - be convoly slieW, Expose ALI 4fini 51 (125,w) 2, GO, it 1/4, OR ifie lied so*. Of the difird course ad cause this for AM I3-ey!.%quj4.*"M -*'a.. Aidusisq- 6r hip,dolitc orrtke! R.b .6 the how. .del& 4roof it,, REVISION: ; $%"$TWED-OFF DIAGONAL METHOD 310 AND SOCCEMONG COLEISMSt t CAITNON1 Use oftethe, bwmuoo. .abods may Otsolt I- Ad -am use -, Ir or croteour Met& douesided -1 LandmAde a shingles. , pel-nocj te suit, thu Lost ii. a- (eituo, I]-!O - -BY :� I - , T, _�. se ,�,­-,�`,, And.lillucheit dou top edge with the hot *­f the Aid.* In in, I- r(4 Me) FeAesirape � Liw,bwiaUdw2-,I/r(28�/4�krL�kwkTL)Imgp*�owr � . FASTIRINO .U,Wshl"*.Iwta."".fta��.F&,Shol�$k,�,.Pf,m I ("NOOM S%1 MR)") 11 � ��_t,� " 1, For the thdril coArie"Out ul, OR the Left side of a WE "lifigbe � Heii A,. I -bift'doombil. Poteuva, the brium e4pomit V bt from whiAde edge, HoLfirbe .-s .fit fellshattes, Oorl* fre. thc - 4 % F � --- __ I Afflourdbrourteftw/1,71). I . Add so- the susioni,mum, shingle. Fell oun ______.�\ 2 . (A for ;" . . IMPORTANT. leistuoredis to Wou, rich aldql�. Nails doom be DATE DESCRIPTION I - \ 2 Ripirsm of the ON ours, �qsdy) is �'. All unceershrigr our,. Il -11 3. Apply the 1"Oetionsly annoved -it 1/4' long phore ood, And ahov. the MRitefferstimg I of, ru'l, I.. - - Io - - I MffAM(;'M WIClit I's" , \1 I 'hub, ab). it- I— minimum Ilf4411445 dent) long. for dr, 4' (100 ava) safter'Ifin- corsines, 4pplksum of the W-EAu, nigrelaroo Along ao, hip. , u. __ . Ow - . 4ply uneuri.in- .required. cucud.Terni suggests the[ � Lzyur I -1 - . \ �. 4* did, d4l piece .f.bingto over 14 Second go.rit, top" the ,4 1 ___. 11 mrsupflAsbing I 1_�, I (15nint)�.Irorueacbidd.,AffsoiendaboniV __ ,�-- ­�_ 4 Aingle worbyruent N applue,i for tl See tinn .Advihty� ,� . ______­'1 �,� � cuposurre ,fla tl.plhuo, a. usp-e of the extstan; ... f - Q 5 o"n) ___ dilfiref-cuumakel ' __ , , � tons of the ...d cours, .pOsed. ISO top edge of the .. (arp,oxinAwly 5'), ..Mw I __ , 7 W, P'.. fiesuder Adia. or .I. N Abu.", hlipuie muntesia Ridge obboi 81, covedag ,__� Anne Is provolly rNaked. Apply Aa und Arwriukhot. k\.I\, � \ shingle - iffit count, should bw air aguJust Ili. bound, a k am -1 . 4, Apply tho pron-ol, -,.,Ad 0,u' long poer. frore det -d 1 ($0 ouref fir- lbu, 'y Non ff-g"p.,-Ill.�.mo4offrAw..d.if�91-i \ \ \ 41,� (or me) wic� -it" sore the fastener All I,- � STARTER C CAR, . ," ho,rizinual Aruj ve'" andir Lots to Assuresiduldes win I. '�'\ " , , �_____, 3. So= .6 succeeding cusecie, up to And utdoidbilt the so-th coorse met Add above ON fearib-AroMAIIIAGAOL - � g.aq141AA.tbe ock.rallfic thiouidn' for tach hill Mobattiq 0 - �, I . cAnmof oldshurgles (19giev, B-ZI). _* , - ­!y.�,O\N \ \ __ ,�, I W r �r . o1redlientu'(Lo" r,W) or-tatArecirsurancefi.g co-dii Expose ad eldhouglai 5'71'(141 A.), I course, Arbla a Shingle 51 *offer (4 the Left red) Gin she firet ,�,%,Vl IN.0, 4 5. heyedil I (AR shingle .g.. the 60 ,or of AAch Almo, At I R*P slungle, plar. U10- gilt" (2 1 o coon up frout to, .AT.Aud \ ,-s� \ 3, opt An a,fildimal 4' oil ths, first swoUlt of eacla higher anted, Assill. Shingle of the preenrus enum. course us we through S", ­,�_ WIT toge 04 V (45 Ann) in frour each side efife, , , --.;,:, 1 _\ To. b.. to Peod.fth A bill shingle spi. . the seasth reoz. 1. 4. A* me top Inge, Wa pum of old "gilos- WASH DIMENSIONS CONTINUING HIP THEIROOP _11:L�4 _ ,,�� �_ ", WIDMA01 a 1%luelc . ­ - of theilo.o. from whi(Ii Jbc lower 5' tole, We ou" ftw.ml 1. I �,!� -.1 _. I , . � � *...k 6, "I Nv \ , - , " \\ Wig-e 11-6). R-boL the Pe.I.K.. Abiries room,shoull "WAROVACOLASM "I - --,',I- " .4h.w,&��.tio�gfftbcn�,4&glcd-.5..,24* the __ .� 4?1.1" fation -__:-��- ��V4�dw�r��,iwto6o�"edg�dihtmq. I.tl��.(�'..kff.ast.d.i,fjo,.481/4,)..�-.-...* I.. _-, " -, \'�-- \ \�__ \ %Oioei HIP, RIDGE AND RAJU SHINGLE APPILICAMON \ "s- \ " -1 , ", 1 Rat shingle i"'Ottm aw. 3W ofithe fira Ali in orate out- 5.M,W.pl�O"S�ab.r-d,.ft,,,t,w,p,��,�f,hu i.bL��wm%w.iDwk*xt4u.sbin���mpe�t&-tm-cmepwiA I t CM5*.ffffi,l.gh.fffi�ftw��,,,-,dp.d.�*fh�r.d,i.t ng of the shledi frona which Ant junts W. We how reasuved ,",� , " 11-4mose 'quisuli Cycle, IT ----� 010A, Or* up the 14 O.I.- . Te Hfol Apply tho pron,iry fla ... 2.3 up .,h hip or ,*L, I— both Ardes �, ­%_'.'�, On .- -, torr Over Afth . fail 36' shl*u� 6, Idesew bull Shield. ageemi duese sPied cinroe�_ 12 � \ 104*11* * """" , \ 7 "'t (In" 11-13l, Reawmbm tho,�'Alao( . staty"miucs sb.uw 1, I , -, �- - - 'O.'Ar, ,t� ,.,, ur , W Oca, 21 the low 14 reeffeer of the roof Vas'ar&,rnan, , - - , , Ulink - �ppffud cuoum� ;im)�1411 11 ,M) 2, yfil-A, co.me. now the red In a wp* thad"All faishisdarrisho; I Alan, .AfArd oft apqb or lop W, �&� " Atury " W _,�,� , - � _� - \ \ z ]n.dw��sp,,,,Ibtet�d.-*��fil.,-L I- " �10 j. lostaill lob dykathos - the At, To 1 "Minhun I / : . -,-�id,-,h.glh�.k�.W-.1,�"�h.&�p,*!,..,�,1, ­ , - ;W1 `_ I - _�, W1,1A.Zles.D.-truno.-suriusir- the .TA of A Mountain Ridge tfw�"` v�oo \ , ­1�11 I � _10. ,\ ArArte " GO installed aug-ofln Wde� A ­fie, Property O'er hip I .\ V, 1'�41 -he ... ebrip edge L used fttarr 11�7). �__ 2guf,'(, M. Or,) I JUBMAINARV COURM! 91% THROUGH UITH COURSES., -11255nG � 1'0-1),� "*N- \ Imporuarn Ds, "tar joinisasiddigne,f1wrtimun3f/e, �, .a thir Reld shingles on boh sides am the held shinak, applied e - .. I I 1 3. f'oraw. .ith foll-lough mme-u- ,do.glitualong the osem f.,1,40, I lr� - �� - - ��__ 1. A., . onsunies Ad. L Too the dolb arow by craing I 11 off the Id end 4 a side* f��'. - A frad - Another 11 14. , 11, ­ - . .g.opriNake,cip.9therementnedwiturt __ __4 9-s'd.,*..r.,.,A.t�dg�i..t.tk-,-Il.wdshwgk, . -, I, 1 ,��\111011% " <. " , ,b ... * ris. and.pplyaug 0. IS' p- - the ureed, -- *.*, . - \ .11 - RA to the ac edge. APO, MrAPIPIO Ridge "bli, esusitin. ifiv, I f1A, S `� i �� 2 ."�ilhd.194�*.t,MWM&W.M(Eg�.VII,2,I), , ,,� � T". , � � �­- - i,,­ , ISTI;Otl%u:B.*",�4.�rb)'*Pi�iq.fa"w.gkwih, - - r, 161t, - F-�hffi�-.�Aiffi�hwgi�.�.rk�.gf..tb.-.p , - -11 � �, . __ gi���t��l,.gAO&Eb.rd�.�,,,td,l.�igiopmp�t.Ug,im�4 I- . r" , - � -!,,- 'tier . - � . ,,�)po��,, No L. R _____ _:i!7 )V-Il,71,AW.�VL�,ji,,�7�-.,&..twd** 'I.E.fi-�.A,g...��.p..di.d.&�gth�t.M-..hAre, ---- . '­� ­'� � . . :::7 / strop . chat Iln, parallel to fille hip, thlip, or Aske along the � ,N!�,\v ­"N I I I � L , ; "N I will, a shilifle YSIArser (011 the MA "all fil" The pleniow "im. , "N "N "N ----�---------------------.,----�-�-,----,--,.---,---- WINVIt, line vilim the skle V*s of the modombill. JU* Alubtaild. .., - , ,- � Zhu TO Mi COUMSIS-� I . --i- � ,,,, , 1­14--ftbo'.4, rates finoliviffitke'sedut.- the r.t (26--) ,,, , - _,,�, ,,, , I C."'o, it� " "Il"', T____ Inalwa, --- I EIGNT(OURS� "Waicil, I \ . . ��_ , , - 1, ftgbe dit-ol - by,,H* Ycil tire lot rudeA. shino, fip�11-1.1,M,4�,q.*,A.o�,�,-wt3,t�- &nk, STHAPTO-OFF DIAGONAL METHOD (OMBNO THE -NBMK MMOV ,i..Qga -40 top 4% with bure5eif.1daiduagim Esposote dead, i 11 ' �__--� \ -,- shoorild Inn. � .A.pInying the 3P pfece - the ftcd�buurscft*, finsh whh, 2. ttori� an Iny.f.eil, athewngiltuffle,fln'trusan-corcee il - 11- WITH THE ALTERNATE 12-COURSE, FP44NOL rod- wAdophas" the wream, offine, eustietroof. I I ____ \ - ___j seat m VERSION NO. I Diu, UVIONAL METHOD I - I � � SIRIPPED-OFF OR 4. lAstall full shiftions 30MI Ail 12 wotg� \ . I If-- ; I �,' - ,�z . di.d., k 4. . . no& A­� . d - , 1, 0 , * on .16, Or, left edge of,h, lbet-orse,hArgi., md "ung the frot ,Aurglu. h*W t1his Shingle " are lo."T lea tAriwAr ofalue voul. � ('9111 O", mot UPI) Please Note Code L4NOPMK It Pygoo, 1,3,6. surolver Aelse . elonalesion aid *Woor dre 0* "Wit I - \ _ �, It ] \\\\ ( - ­n5'fFnvA,Jfw9). MA"Ote there is W )ch -rhou'ging bah Odkee .d - I 11-11, ­­ , STARM COUi I - A A­r\�, o ­_� not ­ " I i­ _l' - 7-1 , - E - SO(ACEEDIN6 COIIRSHS� GoisRAT, fin-Aur,repra A. Li-orinse, I I� G. (ennoteffteed Seader (p,- IV T.36 ), or denatuddardfirrue- , \��\ ,,--, ,* � ,��_"� lon, _,!�, z�Uurh,­Ii.g_,.po, andinclodingde'-di'at-, bdopudgrobelog.sed.Ifyo-A,", orl.grilipedIg,orske r :j, , _I. I I I 11,111-1101 \ , � - ­ IS,— �, \1 � , " =-- ­ Pam. 3kereantliahmAT, 44 Iffly, VP owcood, Gomplet�covrso I - 1311111-1- 131---.1-!34��.- lltv_ . � � ,,�.W,U,t.�ha�b.gk5,,h.A.(.ffth�,1,�it-d)i�An the'rourbsoli , . � - I 11 . � - thurnof win Tell shingfies worknig Non the -.up the coulf. I fi,!�MAJ 1 C$10.io) 1 tw;tur) fabw4-s��dfte.�kbtb,-I�w5'tsbp)cWmrr�odio . \ - \ __r� �\ I �� 1 , \ th�pml*,,,,',Voe�,E�pt,�-M,��i,m5' lhiieunkph,4�1 I—— _1 .. _ , P--'&�um"&a�4-7,f.be4��(og-l�-�), lito . � , �_\\� . _ � Y, 7", '� , 3,0��t.�w,f��,11,1.�othsl;eff-(,�,,�,,hi.?,I.q.',.F,th�.v�. . ; . V1111- """4 1`_ �'-T . __,�\ I 'S��.[".d��ublbh.d.fi,�t��.���-.fth, (1,;"M If - 1-1), T11 I i oven --- ­ 2­1195rwol , � rtz-Ol-, r- 13' (9 If mj '\ - I ,'.,, - \,\ . I 1, - - 1 R0.2.5 Fasteners, Faste ers for asphault shingles shall be galavanized - I , ��Xo_ ottili \,\,\ , ,, ell, commlim THE .1157ING moor I I'- \ __ $e4Jarrt__/ - �;� . � t-rmm mpeonall Aicle, $_; ,jo _-,� , 'IN , �'. , F , I rub L.Aj -1 X -_��:�� I - �\ l � " 1� \ ,\ 1\ \ _\ ,i. Unall",$eAtino if' As Arown 1. Figurc I i-9using bell solughes 11 I . I,- `1 WITH THE MUM Sm,lN(Hl $MLE<OU"% ; , A\ � I � \ - h - \ \ , " \\1 I I" MILILWApply. firlishouh,sifire lostu, KI.O.-rhe �o i�_ 11�1 __ VERTICAL RACONS METHOD ("W101101 steel, stainless steel, aluminum or copper roofing nails, mininmun 12 gage - "S"A , \\" \ 4'Slardi`_ . , ,I- \ atolueodiu,seveAc.oce, .�NKAVf."Thl,'=tb,jrAu,bubore, . fir finsh with the edge,i ,,I the sister course, to this ze- IVA - : ."',_', � __.. ,,:- �'i.,� ,�, A" " .Par, / - M,f. Utake tabs _:l' ; Ill 7"(180rum) , ,g6, P, ,-::: -, ­, _�___ $AIGs$1ouj[e I I __ t. \ � , �7��:�_ _NX\\ ""' ­W\.�V\ - - cuoudou'dag With ..- of* (brOdgh 12 c-sced. Llr-). To- wq,-�410A.tt�5wu,#,iv�111,4,ih4.k,th�o.t��-.4ut- . flet) T , \ ­"�� 01 C�,�_ ., tnuo f I lj� Aiges Q� por t,u* Lepug"OesinvWmAkk< i�� INTO - 13- N, Alsviour -4. '4om-Y, ­11 ,­ , - . I 1. ­ I - ehb; ____ . , . lk I � �� k , : , . , �UrIOATV shirdt!" TO, no be hul-dvp RA16% fio, "Ne0j" J` Add belp, keep them bed 11I to high -it'd, ipowins If- I & q­­� r ­ I � 3 1 I -- - t". - ;,�,r�\ ­ _­ ,,,,, ,��-- \ , t [0.105 inch (2.67 mm)] sha wRhaminimui,ig�ti.;xiiiijluidii*terhe,u3,u4 I , � � 1\� ,-_::� AfArGIA, ft evesed aus" one dvoigh .W P.- a WAIM coulot hank , R t re 9 , e'; I a A a e pl. i t 3 oo s ! � 1�1',,C,,olunfoudita, Z -) ­ ------------ ------ ,�-,-- - - - \",�'��,� \S chrugl�_ 1. the u-.1 lishi... _ _ , a, (10L. 3041) .. uNd,, __ �..hay.g �. ­,"! � - - - ­ . I �_ - ­ _,5 1� 21" TERCAUGH 7TH COURSES., 1. - �� r - ,�,\z // ,,;, \ , - - ��, I I I �fffi�,kwgl�,h�.�i.ad.1-�wb�h.�l'..'�.��d fig- 13-� &r­f,.4­sdj_qx*'0 A��-/$-7-W.i�-t�d�.o.k-"I.-I-A.k � ,�_,. �_ , - -, I -�o, \ J. an 5 S,�.- oft the left M& of a slougleAnd inseall this 313/4'piece - �7� - , I.L.. a ASTM F 1667, of a lenglht to penetrate through the roofing materials and a I ftwro 13-21; Ito arid n4v 49tooNo. ,�Vil ,�Ul_ ,�Un_,. - _­U13d !-- ,o--,,," - � - M, 40d.bm the Aw-cssirse s.wile. IQ Inte with ,TV, lop odge, rlIfure lt� yj) � Rorvmb�%, the sethun our ioarte, cOunic,' sb.wd I _­ .06alt-Avenocauet"Aup. ,, - - Av'_ a, 1A, se d- . p-Ark, or the eurec, *. of the -1. z 2. ror the ficit indoor, con. � fi.. - skIA .,'it. sover .,Axqln� - ,u* ,��',' of the ,oxne, course ksgoO, tf- ip. - - _L_ ____j_ - " ­�\�­`, _-, _ � , , � - It- 11'n Py. 46y 1hdou q, NuAwd f , - � , - ��_ �_ i � CAURNEU finsinsese use 4 "ofing Aeowd; can anowshodifiesto Hisa", � 4 � CA)s �' Off the I k* of 0 10 Rest SMAce Win AAd spirl Y Of rh� IlAref k ft 1 3, 00 Ile 0, yncew the low U'l, ronter of the roof, make surre �,:�, 14 --- � � --r--y--- I!, . , , I - minimum of 3 inch (19.1 mm) into the roof sheathing, Where the roof I - ,.,,� ���-�- - i 4 . Roosts 1,�'Averlfiangm the tolues Add aides I drip othe zbom ,�,Z�, , 1 � ,_, �� STAR= MURSIO - - -_ � -..I�.I.�t-1h�lor"mvlh.w.-h.9th�.&�.d I.I�,.5�tl�36'$b"gk$f�'lh�%O��'W-�Tr�"Oa$Wa ! -----.----.--,-------.---.-.----,,do�-,----�----,---.-..,---.,---. , I I - Mar vr wh<. drip edge 1, us,4, tor 5W,vir. - drep 04. is used. "Aft, Lost cut the labs OR of 4,taiddarl dereo-oll4fitalk, lithes ad -, I - I AuaL If you areirg nsing durip edge, ingise- the A,ohnns %�. � � - -­ , I t L � � ----- - 1 3 Here's a Tip ... In & witoleriari bq,AyW4* ry smgks usytooirisal, milk *0 #*lAo­bWn,%f0r20MI=ft.Ao Woops � i 3� 0o.d.ocutfill hol-lernith, seurter-c.-Iii Along the - ell A sell, 2' Across the AT d1hA s- ohnigle. ft-t V Aidler, It, - - . sheating is less the 4 inch (I 9.1 mm) thick, the fasteners shall penetrate 4. Lou fi,fl 3w, loop, 7' v0do sooner shmild., An d. rest of the e- Aq- 13 AZ Alsibiodf *,11.15 - ri(Arshair, d- dontoselml,wArnorl (I'A"k, IQMo*DPk, Iffebotorrul, Aft) fi�,..11.9,4h,�4.g.'.�,?,�6-.�.,,t"�d.*� (I" 11-15) oT�untshinitt" am Wilkie in may locations, from Certutoryoll E.- ,vok pbs G. W.k ?I,ft - dff,. -r-�'----.---"--,-------.------"Ip-,-,---,-"-""--------'--,-,"","-*--, A5A#o 17-'.2'. W*,f pouseno,Y." I "u I I throught the shawatfing. Fasteners shall comply with ASTM F 1667. (ERT&INTRAD SHINGLE ApPLICATOItS MANUAL C&APWII LOS 106 I�Aoiuk,il CERTAINTEED SHINGLE APPLICATOILS MANUAL GIRTAlaITSID V11111431 APPLICAT0110 MANUAL 0,00P 11 10 z CIATAINTERI) SHINGLE AIPLICATOICS MANUAL CA*W13 IM 1211 dins"Al C.91TAINTEED SHINGLE APPILICATOli MANUAL CERTAINTIED SHINGLE APPLICATORS NANO" Cho&,I� 131 1 1 1 1 1 1 SHEET TITLE: CERTAINTEED ROOFING SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH - . I �9--m-mgommmm-@m - 0"', % A�i_,T_ L I RD I J - - " , __ I )- L-T'L,­1 7=�_ "--,:_. a I- I r_:�_�_ I . I I IL 11 - . I ___ __ ___ � - , - - - ___­-­-­­__ ­­ I ­ �1­ ...­. _11--....- 1­1__ - _____... _1.___4__. _ "..... . . - � . . . . . .A I I I 11 I I I I q . U I 1, 11 I L I ol � DANSCO ENGINEERING, LLC P.O. BOX 3400 y a co a co ' Phone:813.645.0166 t 149' MAX. OVERALL FRAME W10M � Apollo Beach, Florida 33572 - )49"' MAX OVERALL FRAME WIDTH qC o <SCYi/�C • p 0 N 2r" MAX N Fax: 813.645.9698 21 " MAX 36.375" MAX. I Q 00 SIDE -HINGED FIBERGLASS DOOR UNIT 36-375" MAX. Q GO SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT y 37.5" MAX. Q (Y N D-L-O �� PANEL WIDTH 37.5" MAX. `� Qi CN www.danscoengineedng.com PANEL WID11H -.-. 6'-8" DOUBLE DOOR WITH /WITHOUT SIDELITES w/ASTRAGAL � � FRAME W%DTH i zU W 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES w/ASTRacaL � FRAME WIDTH � w ` CA 25948 Lu� I z �z GENERAL NOTES CL GENERAL NOTES lr Q W W 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO W L,'1 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® ti LLJ W ! Lu (Y W THE FLORIDA BUILDING CODE AND WHERE PRESSURE I- THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM e•- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM }- - W O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I.I I H•" O DOES NOT EXCEED THE DESIGN PRESSURES LISTED o O O GOES NOT EXCEED THE DESIGN PRESSURES LISTED w 'I N Z m Z r „•-1 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON m I ern,' 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOU:REO. h O I� Q OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES = ¢ ¢ T 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 r ¢ O S AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. 3 POLYURETHANE CORE =LAME SPREAD INDEX OF SC s POLYSTYRENE R- F M PR IN t E E EV E IA E SPREAD INDEX OF 5 O AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 w ro z ` AND SMOKE DEVELOPED INDEX OF 115 PER ASTM ESa `�' ,a 4 PLASTICS TESTING OF LITE FRAME MATERIAL: z s 4, PLASTICS TESTING OF FIBERGLASS FACING: ¢ L17 TEST DESCRIPTION DESIGNATION RESULT '` C ?EST DESCRIPTION DESIGNATION RESULT '` a W '•� '< L I SELF IGNITION TEMP ASTM 07929 803'F > 650 'F " I�, . Z w yy RgTE OF BURNING ASTM D635 0.79 IN MIN O tg o o a !( SMOKE DENSITY ASTM 02843 48.9% 17. O �_%% ram.{ g 1 z I TENSILE STRENGTH' ASTM _D_ 63_8_ _ -7.3R DIFF I W ! Q M Q F� ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Q� „ e ` w.W Q1 25 3' 5 PLASTICS TESTING OF LITE FRAME MATERIAL 3 Ifl 4500 HOURS XENON ARC METHOD i ,� z y 9 O ` o a i`3'7 'TEST DESCRIPTION . DESIGNATION RESULT L`1 Fe �" c ' J SELF IGNITION TEMP ASTM C7929 680 'F > 650 'f F �L•` g a L •tI d m M }.� O .i RATT OF 9URNING ASTM C635 !,tU IN00 MIN 7 F:., o i LU M f'V SMOKE DENS{Ty ASTM D2843 69.69. p '- J DOUBLE -INSWING UNIT W 7D FTFS a q 1 TENSILE STRENGTH• ASTM D638 -7.48% DIFF DOUBLE WSW(NG UNIT W/SID LITES M F- = M 1 ' 4500 HA7VE TENSILE STRENGTH AFTER WEATHERING 1 Z 00 �ddlfellilbNAl� � 4500 HOURS XENON ARC METHOD i I>d�l�lbl� � ? Q �„ O Br W F- Do i I)qf as W J i -P El Do 'no on fl 0 0 U 0 no. SINGLE DOOR UNIT DOLI&E DOOR UNIT SINGLE DOOR UN17 SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELI I SINGLE ODOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE (2QOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/STD LITES WITH SIDELITE WITH SIDFLITE I O WITH SI.QELLTE WITH 510ELITE p z z WHERE WATER INFILTRATION PERFORMANCE IS I WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 717 t OS ` � DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE are: 5/25/O5 7 / / TABLE OF CONTENTS _ CONFIG. MA_X WIDTH INSWING OUT INSWING DUTSWING OUTSWING• TABLE OF CONTENTS CONFIG MAX WIDTH WSWING OUTSWING INSWING ___ OUTSWING "_ % - 37.5 +70.0 -70.0 +70.0 IN +t9.0 NG +70.0 -7U.0 +70.0 -70.0 scue scaF: N.T.S. N.T.S. SHEET g DESCRIPTION X 37.5 +75.0 -7 .0 -76.0 -76.0 +19:0 -19.0 A55.C1 -55.0 - I SHEET $ DESCRIPTION 1 TYPICAL ELEVATIONS &GENERAL NOTES XX 74 +55.0 ' -55.0 +SS.0 -55.0 +19.0 -19.0 +55.0 -55.0 pWc. BY: $WS ! 1 TYPICAL ELEVATIONS &GENERAL NOTES XX 74 +50.5 -50.5 +55.0 -50.5 +79.0 -19.0 +40.0 -40.0 +55.0 -SOS DAc. 11Y: SWS ---- OX nr XO 75 +50.5 - 0.5 +55.0 -50.5 +79.0 -79.Q +40.0 -40.0 +55.0 -5D.5 OX or XO 75 +55.0 -55.0 +55.0 -55.0 +79;C -19.0 +55.0 -55.0 - 2 ANCH LNG LOCATIONS kDETAILS --- 2 ANCHORING LOCATIONS &DETAILS - CHK. BY: CHK.gY. 3 ANCHORING LOCATIONS & DETAILS OXD 112.5" +55.0 -55.0 +55.0 -55.0 +79.0 -19.0 +55.0 -55.0 I 3 ANCHORING LOCATIONS k DETAJLS OXO 112.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -4G.0 +55.0 -50.5 DRN ING ND' OXXO 1a9 +50.5 -50.5 +55.0 -50.5 +79.0 -19.0 +40.0 -a0.0 I-55.D -50.5 DRAWNG NO: - OXXO 149 +55 D. (_-55.0 +55.0 -55,0 +19.0 -19.0 +55.0 -55.0 i - - DWG-MA-FLOt2B-05 • High Dom Threshold Design DWG-MA-FLO124-05 _- ..._ _.. SHEEN i of 3 uj U Lu Irr 6" - SEE DETAIL - -- 6" � N � 6" ;-- SEE DETAIL 14 3" DO j I 3" 3" .,E.. 3 � N 3" ,E^ O 3* 3,. i-- 3" i ZO co I 3.. 3., ��- 1 O N O t" 1 I 1 I I I I I 6„ 6^ -` 6" I I ) I -� 6^ 6" A I Q Z - 6. 6„ - 6" 6" Ikcl, I I -I 6" 6" i- cc Q Z l � 11'- I ~ L,_I U I I l I I "II __"11 YY"-- W U '^ W i - W f ' V Lr 3"m io o - ~ ti I ELL w a � O `J j I /1 ELEJ' a a SEE DETAIL N Q a a SEE DETAIL ^ Q 57E DETAIL 7i a SEE DETAIL 11 „r„ - A - o ,_, - - SEE DETAIL I "C" A Q - - SEE DETAIL { a B ` SEE DETAIL B o �n n 8 - "C., _ coSEE DETAIL& o ;� CA O B v G �' G \J n H 25 A _ O Gi H I w _a G a;,�Og'•� I§L3" -- It It 3" f" ,� } T '� o ,., 3 0 � i 3"3' � � W fo o zET 13° 3 "I6" a[ 3,._ 3•,^SEE DETAIL SEE DETAIL j L S _F.. cc I ..F„ ! o THIS IS A NON ENGINEERED - - ! SHEET BASED ON PRODUCT M APPROVAL INFORMATION ' I LOCATED ON THE STATE OFAST.�-i #10 x 2" MUSTGAL BEDRILLEDSOLT THROUGH C2 #10 x 2" Z FLORIDA'S PRODUCT #s x 2-1/2" 18 X z-1/z" o.✓ #a X z-1/2" #8 X 2-1/2" APPROVAL SITE THE THRESHOLD & INTO THEt i #10 x 3/4" STRUC I URL DEEP ENOUGH #10 X 3/4 ' ® T THIS DRAWING AND DESIGN S VAIJD FOR 12MONIHS #8 x 2-1/2' -#10 x 1-1/4" - FOR A 1.375' THROW #8 x 2-i/2" #10 x 1-i/4" iASIRAGAL RETAINER BOLT HOLE AFTER THE DATE RISSIGNED AND SEALED. #10 x 3/4" • w #10 X 3/4° MUST BE DRILLED THROUGH SIGNED AND SEALED FOR THE STRUCTURAL PORTION ❑ #10 x 3/4" DETAIL "'F"ASTRAGAL a D -#10 x 3/4" THE THRESHOLD & INTO THE Q OF THIS DRAWING ONLY. tMYSTRUCTURE DEEP ENOUGH o { @2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT #10 x 2" DETAIL "E" ASTRAGAL # 10 x 2" DETAIL "E" ASTRAGAi FOR A 1.375" THROW PROPERTY OF DANSCO ENGINEERING, LLC AND THE DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT PROPERTY CLIENT TY THSPROJE ENGINT. EERING, LLCANOR DETAIL "DSTRIKE PLATE TO FRAME OR EQUAL--, DETAIL "U" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL O UNAUTHORIZED USE IS PROHIBITED. AS SHOWN. /6 X i-1/2" PH6 O As SHOWN. z REVISION: MdeOntDWU DATe 7/17/OS /ddYtlmbNN1 xrE: 5 25 OS .. ,,_. N.T.S. 1 0.962" sc: T.375' I� _ -�, pWj9NedBF �� •a jp°,t�°0 �' oWc. Br: SWS 1 .375" 1!1'ttt''0_"�`-1�-'�3 J-' fmZ{j^,a 1 75" 1 Ua7" Bl' DWG. Br. SWS �8 I J 5-�`�� (onto.: a ALE: N.r.s. _ DATE DESCRIPTION OOw 995 '"' I1 Dala as I I 0818 OR EQl1Al. •i6' CHK. 8Y: T I CHK. BY: e DRAWING N0.- kTER10R ;MERIOR DRAWING NO NSWING. THRESHOLD OUTSWING THRESHOIDD DWG-Mn-FiolzB--os INSWING THRESHOLD OUTSWING THRESHOI D HIGH DAM O/S THRESHOLD DWG-MA-FLU724-05{ TYPICAL GLAZING DETAIL SHEET SHFEf 2 OF 3 I Lr CN 1OUT - - z 00 N SE` SHTN2 �i 3„ 6'3, �1- 6" SEE OUTAIL _ 6" -- 6" L .,E.. SH7. 2 3" O i 3' 6,. I 3" -1 % 3„ 0 ---- _ ' VERSION NO. �IIII ( wW - I s s" or 6„ 6- _I w i 'D - F 00 n N w 00zo -0 1 OL� M^ U a Q ~ 2 j I N SEE DETAIL ¢ { Iiv ¢ U 1 I "D„ SHT. 2 v a SEE DETAIL I a } - _ V) "U" SHT 2 } SEE DETAIL w a "C" SHT. 2 A w } - ' SEE DETAIL C _ w O .C" SHT. 2 - w j - - w ,_ 7 - ,n T 2 Ni O0 B e o i A A ! st G G H B H B a `% o O� o Ilil� m io WM 6- 0 6"(� oQ I 1 EI II II II ! �� oq -� I- - - I o I I1 II II II I o of 3" i 3° 3^ SEE DETAIL. I I ab 3' _- E v SEE DETAIL "F" SHT. 2 6.. 6.. "I'" SHT. 2tu J 6„ 6^ 6•, I i EA I -1 o _ I ATTACHMENT DETAIL ` ATTACHMENT DETAIL ' 0 0 ! 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, z 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, n SIGNED AND SEALED BY HAROLD E. RUPP, PE SIGNED AND SLALED BY HAROLD E. RUPP, PE w i (FLORIDA #15935) WITH THE LOWEST LEAST > 1s (FLORIDA # 15935) WITH THE LOWEST (LEAST) z FASTENER RATING FROM THE DIFFERENT FASTENERS 1 FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE o BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI/BHMA GRADE 3 OR BE1-ER F THRESHOLD FASTENERS ANALYZED FOR THIS UNfTcINCLUDE 1. IKWIKSFT OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER SHEET TITLE: THRFSHOI D FASTENERS ANALYZED FOR THIS UNIT INCLUDE , • i YLWDRICAL AND DEADLOCK HARDWARE TO BE iNSTALLFD a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED to #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL AT 5-1/2" CENTERLINE_ w SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR x o MASONITE c 1.50' AT 5-1 2" CENTERLINE. m SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN L LOCATION. TM;1°"L - i LOCATION, of 2. 4" X 4" FULL MORTISE BUTT HINGES -0nz 2. 4" X 4' FULL MORTISE BUTT HINGES. EXTERIOR DOORS SHIM _.__.-..__..._ .. L- 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM LIJ LU 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL-� �- .- z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT t.2g_� �_ o SHEET INFORMATION ANSI/AF&PA NDA FOR SOUTHERN PINS LUMBER AND ACHEIVEMENT x" OF 1-1/2"' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE c^ U OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AddetldummNlAU DATE: 7111105 MINIMUM EMBEDMENT OF 1-1/4". Ad�iBfibNAM MTE 5/25/05 u MINIMUM EMBEDMENT OF 1-1/4 JOB NO.: owkamw SCALE: N.T.S. r� sGAa: N.T.S. . i TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PRCPERL.Y TO Cetlflc�alNa: o0 L!J AelieNedl3y: DWO. BY: SWS TYPICAL a J. WOOD SUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION 26 o TRANSFER LOADS TO STRUCTURE, ANCHOR INSTALLATION �! DWG. BY: SWs DATE ISSUED: 09.04°07 TA TRANSFER LOADS TO STRUCTURE. CHK. Sr. S DRAWING NO.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBb. DRAWNG NO, LU 4, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LES. DWG-MA-FLO126-05 DWG-MA-FL0124-OS DRAWN BY: DZ UI sHEEr 3 OF 3 sltEEr 3 cF 3 s - - REVIEWED BY: TH s ®® 100 SELF IGNITION TEMP ASTM 01929 BURNINGASTM0637J0 INMINSMOE �,RATE,OF DENSITY ASTM D2843 69.8ro TENSILE STRENGTH- ASTM D638 -7.4B7" DIFF 31111MEi♦ go ; "H� sAs .a jPFFRY 11 ARN1Tssor/. P.E. February 22, 2005 Product Approval Administrstelr A.&.r1, Arnold and Associates, Inc: 171'1, W, 38- P'. ve IIna 1207 I hatcoh, F'l.. 33012-7077 13car Sir of NI.Clsm. A, aFloridaa esn cr TF %rnierf p c s evaluation sett )cgs for Wayne-ba'tnn, Inc. T certify that F have no Financial r At the tr- w e r, )n 4nR.if ctE .0 a c e sales cl I not T)r of n o LIJ, rt ) any product a'nc t ' lYN E)a1TOH - P iT} y Inc. I fuel ti .her car_ fi that m Inv - ulrement with \R ho y ayue-I>a nand the hloridR product AppLT;Rval proCeed Compbi,K with, and Shall always comply widi, all criteria a, stated in Florida /Ldntintsnarlve Code Chapter 90-72,119J RrWeofu' C' )effLry R A - "b P.E, Struc -alit"' L_ ! 1:�i,15 z2f 2~, . 4Ta5 SUTTTJN PARK C:T , SiiiI 4,12 , AK,TCSc NVtI,LF, HT.. 32224 nit NLE: 2U4,1121-509 . FAX. 9ed-YY2-9700 ryes SHORT A2ED NP. OPTION ABO. RS6B CIN ACAA IRA.'3 SCREWED ARR M'H 1. NO(e) 13 GAHONZ ANE '� 06x1- SCREWS A1STAEO IN TOP OR NTFRIOMIA71F SFOIIQN (WITH OR ATNWT DECORATIVE INSERTS) MEETS UNIFORM STATIC I3 CA FLAG ANGLE DCWA PRESSVRES S OWN ON TH15 DRAWING Cs. OND SHAM HAW A MAXAWIM HEGHT OF 16 GA MRV HI YD A MAAMUM LENGTH Kr 1$.75' CR -AZNG I5 NC+ IMRAOT RES.51ANT AN QC6M TRACK NOT NEET THE REQUC. ENTS FOR 5/i6Ki-5/S` -,, AND-SORNE DEBASS NEOOHS. LAG SOFEW (MN .5 2 IONIC GLAZED PANEL OPTION 090" AS SNOWY) F.NAMUM SSB CLAN C :N MOLDED FRAMES SCREWED TOCCTHER MM A MII OF 10 ( ) ` ^F W I 'AL 'OP 111 -2WAS" TRACK "�. IN D j$x, 5w E s Ns LEO R INTERMEDIATE SECTION (WITH OR ATFHOJT BOLT AAID 1f4-20 DECARATVE iNSE815) )KI UNIFORM STAnG CESHOi PRESSURES OWN (N THIS DRAWING. HEX NVT AY EACH -a-1 JAFB BRACKET GLAZING SHALL HAW A MAXIMi M90HT OF 13,75' AND A MAAMUN LENGTH OF 30". 16 GA NN VERY �' LLACNG le NO IMPACT RESISTANT AND DQES NOT NUT THE REQUININENTS FOR TRACK AND-SCRNE DCAPoS RECTOS. 3 VNYL OR WOOD DOOR STOP NAILED A O e' OC, MUST MIMM P TOP AND BQM ENDS CA PANELS M6VNMLLu. T/t B` ANDMAXWVA1BOTH 3/10aN-5/S' UD -� SC9EW At EACH TO MEET NEGAIW PRESSURES, JAMa PRA;NET 4. KEY LOCK, SUDS LOCK, fit WERATCR R REDU N. 15 GA STIFFENED) 5. SECTO SHALL BE CONSTRUCTED A. PUT£ N Pp IVRETHANE FOAM JAMB BRA(RKCFS AM FOED NSULATON CHEMICALLY BONDED T SO GA =- SCNE''-wa FOR 14HAMa4 FACER STEM AND A POEYLAMINATE BACKER. END CAP TO HAW A MINIMUM 1.1' QUANTY. LOCATION. ANC roe DEPTH, 5. T,IE DESIGN OF THE SUPPORTING KEY LOG( OR SLgE LOCK- STAKI, AL EL.FD IS SHALL W THE O4B n<O DO}pT ftETAAR[D AL"$PON5ePILNY OF THE PROFESSIONAL OF WITH OpERpl - sao REC(1Ri FOR THE HORDING OR STRUCTURE ACCORDANCE AM CURRENT NOTE NOTE 41 StEE LOOS ANO N CODES FOR THE LOADS LISTED ON THIS SHOWN ION CLARITY. DNANNG DOOR U3 10 BENSER.M STRUUOTURA4 ORAR' WM7. REFER ID JAMB OORNEc'Lw SUPPLEMENT FOR ATTACHMENT 10 SUPPORTNG STRUCTURE. W_'L (A) .c n. sO,le U. LOUVER OPTON - O D' MINIMUM ALUMINUM LOUVERS IN MOLDED FRAAES OC S+__ SEE 5FUT 2 • OIN L-BAR LITATKTN5 POR SQKW..D T o;''.'THER WITH A MINIMUM M (6) (6) SECTOR DOORS AND SEE N511' SCPEWS INSTALLED IN ME ENO PANr_'o Or THE BOTTOM SECRCW. NOTES I AND 2 OW MIS SHEET FOR UL8IN51 01,1101I SUPERIMPOSED DESIO4 PRESSURE '� LOADS ON SUPPORTING STRUCTURE NA% ODOR H UNIFORM, I.. EACH , _ ,_�WIDTH a'^^0 ALL F?0 .E -12 .2 B•_p^ ALL _ +121.1/-136,6 MARK R, BARROW, RE FLO:NtDA. LIK,ttst NO, 37389 -_ . ___ _,-,..---,.-. _..-'- -'--' 1011M 1. SHORT (" A7M PAWL OPTION - .090' JA A 1( CP DU6, E '-'�- OCCR HEfWn NO Gr SE'CTt1ri4 -TEACH No , BRAD JPM0) A i N J BRACK€Fs MCASL'AEO FROM 6- CA OF TRACK (AM OMNs.in f 2.) -0 4I 3 I 13 ,i-+. 4 . 63 ($-t 8'-O• 5 4 13 0l, W015-1} 47-,/4' (QG, E't' (Cr) A= (a-1) PCILOWINC DIMENSION DENOTES 9LOT. .441,18 eRAGKEr ATTACHED TO INAZX NTH 1/4-7CN9/16` TRACK HOLT AND NOT AS SHOWN ABOVE. (R) �LTT LO-4 gMEN$KN DENCIES QI INSTAL, JAMa 9RACKET Ty�TyMED IN SI' - SLOT No AD "OVAL AAROWARE AmKD `TO AT'Net, TO RACK. MINWBA SM OLAONG N MDLOED FRAMES SCAPI T=THCR ATH A MINIMUM OF ($) 13 GA I.N1. ANGLE - 48x1 "'REWS INSTALLED IN TOP OR INTRMEOIATE 5ECRON (AM CA WiTHOVI IS OA F.A. ANGLE - DECORATIVE ;NS'RTS'J 4EET3 UHfTOAM flTADO DISTGN PRESSURES - OWN ON THIS OkAWTNC, AZING SHALL HAVE A MEIGHT AAMUM HOF GMIS" ANU A MANI LNGTH OF 15.75', 16 CA AN HORIZ - TRACK i" QLADNG 5 NOT !MR.AC RMSTANNT AND, DOES NOT MEET TIE REQUIREMENTS FOR y/i bxi_6/8- .NO -BORNE OCaPo$ R£GONS I.AG , (MN 3 A9 2- LONG GLAZED PANEL OPTION - .,. SlOMR) I FANNONI SSB GLAAI IN MOMO FRAMES ,a GA MW VERT -. SCREWED TOGETHER ATH A MI." OF` (10) jaA SCREW5 INSTALLED IN :OP OR TRACK - I _ NTFRkFD.AIE SECTION (WIM OR ATMOUi IN�'1$/ „ /15x1-5/B' LAC. OEOOiATJW MEETS UNIFDRM S;ARC DESIGN PRESSURES E RWRI ON THIS DRAWNG r XNG SHALL HAW. A MINMUM HETCHT OF SORE, AT SORT, JAke BRACKET ' 13.75 AND A MAXIMUM.LENGTH OF N'. If. 20xR/16' iRAIX ' QAZING WI NO--f1.PAL-' RESISTANT ANp pGE6 NOT MST THE RE:QViNKNENT4 FOR - BCLT ATS: t/4-20 HEX :I WND^aURNE DEBRIS RI IS NUT AT EACH J8-1 JAAR BRACKET LOCATION 3. WNri OR WOO) DOOR STOP NAILED A MAANUM OF 6- CIO. MUST OVERLAP TOP BOTH END$ 4T PANDS MRMtUM 7l16' ONDS£ PANESM .19 rOMEET KEY LOCK, -Dr, LOCK, CR OPERATOR AWNED. 5. SECTION SHALL BE CONSTRUCTED Ail Ia CA lsr`f EMW "/ ' FOAMED NPLACE �". ETHANE FCAM WSVLAPON CNEMIOAN7-Y ODNCEU In 3o GA JAMB tTRACKETS 5 ii.e MINIMUMFACER STF_EL .0 A P%niI MINI:'[ cEF Sf, i FOR CACKT01. ND CAP 'D HAVE A MINIMUM 1.1' DENTIN. GJANITY, LNO _,, AND fY711. 6. nl" DEVON OF TIE SUPPORTING � n `RRUCDIRA ELEMENTS SHAM RE TIE REAPON, RILITY OF THE MORSSONN. OF KrY LOCK CR SLIDE, LOOK -,!,I CHAT NEIYJ;RED 'NTH RECORD FOR THE WILDING F4 S1Ru,: LURE OR%,RATCR -SEE 4GTE AND A ACCORDANCE MTH CURRENT GIA° AG 4). "SLIDE LOCK( "SHOWN CODES FOR THE LOAD$ VSTEO oN tH; CRAWJt. FOR CLARITY I e ]. DOOR JAMB TD BF MIW-R, Z,A rei C4) SECR, SDLU STRUCTORA_' GRACE MASON. REFER 10 DOCR SHOWN. S6E SHEET 2 FOR V-PAR LC{AVONS JAMB (I[NN£GTIKN S1ARlEMENT FOR FOR (5) CEOTFIN DOCKS ' ATTACHMENT f0 SUPRORTINa STRUCTURE AND SEE NOTES I AND 2 9, LOUVER OPTION - MINIMUM ON THIS SHEET FOR !1 .Lip' ALUMINUM LOUVERS IN MOMED FRAMES CAMFIC DPTIDNS _ SCREWED TO:AETRFR 'WITH A MIRMLIM OF (n OF THE BOTTOM SECTON. IN THF fM PANS S MAIN R. DARROW, PE FL ORIDA LICUISE N0, EI Jax Apex TechntiI Inc. 4745 Sufton Park Court, Suite 402 Jaclisonvilic"Bl, :32Z24 Evaluation reports are the opinion of the ettimer who prepared the report, based on bite findings, and in no way conA4ttiite or iu)ply approval by a local buildhtg aMliortty. 'The enghteer, in review• otthe data wbutitied, finds that, In his opinion, the product, material, system, or method of ooaaruction spmiiicaffy Identified in thisreyert anforinS with or is a suitable allernate to that spe4,ified lathe Florida. Building Code, SITIM, f- To THE LINHI ATION- 9 IN THIS REPORT Jefffey P. Arneson, P E . a licensed Florida professional engineer and employee of Jax Apex Technology, Inc. (Apex Technology) has reviewed the data submitted for compliance with the Florida Building Code. Nelther Jeffrey P. Arneson, nor Apex Technology, are responsible for any I r m i n ' documents.c foul ; a 'n Specifications, tests or Summaries o s or o Lis o s to any a at ens, drawings, gs, spa h , t st , t d r r r° record lit - t prepared and submitted by he design professional o p opare o e old who are listed in he Substantiating Data section of this report. REPORT NO: WD200602 CATEGORY: Doors and Windows SUBMITTED BY: Wayne Dalton Corporation 3395 Addison Drive Pensacola, FL 32514 1. CERTIFICATION OF INDEPENDENCE Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the produrtg included in this report Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Charter 9B-72.110. 2 PRODUCT NAME Models 512019100 Garage Docr Models 514019AOO Garage Docr Model 9600 Garage Door 3. SCOPE OF EVALUATION Structural Transverse Wind Loads 4. USES Mode4512019100, 514CV9400, and 9600 garage doors are used for residenr2l applications with specified allowable wind pressures. Page I of 5 WDgTD3-Dalton ENO CA END _ _ _­t __ _ _ _ __ _ _ - - DES(CN (PSF). i2690/-T: MAX MDTH: e'-0' DATE NAME TE5T PSF ,-r4n.5S/-4f-20 MAX HEIC+T(T' M-A' ORAWtd 3/'7/oB GR? IMPACT/�Yp,IC RA7E0 (YEa./NO). MO µAX SECTtOM NCIDF15.21" CYIGCKt:D 4 8/O6 MRB I.._. .. ..,.�....-..,..,_, -,_ I N: .F SHEei . IX- MOi3ELs ..120/9100 f __ 3395 ADDI$ON DRIVE -' DRAWNG PART NO, FEY. NSACOLA FLORIDA 325! ro 4 Al F i SPECIFICATION OP": 0 _ W ND _BAD EC F C TON CN D 02.28 i8 3 9S8 3 (asp) a7A-gasp 1 P GA END CAP JAMB CK DU -- OOOk V0, OF aRACNET3 LOCA IR BRACKETS MEASURED FRO San") HEfGHT SECTNN9 (EACH JAMB DF 1RPGIK AL OMEK4NTHS + 2"7 I K3. L _,r 1 , 4S-I 4 QI . 63 7 C-O. 5 5 i ich). ZyOx)(Je_,)CN" (JB-)), 8aM (J5u-1) F'OUVANO IxMNaON DENOTES SLOTHED JAMB BRACKET An'AUHn TO TRACK PATH 1/A-20%S/1S' TRACK BDLT'AND NUT AS SHOWN ASDVK {41) FDILOMNO U14.11ON CENOTER QUICK INSTALL JAMB IRACRE IN.s ALL.EO IN IITTERP.Y SLOT. W ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK, ND'yE(6, CENTER .Nsas P[R JDINT REOUIR€0 ON DOB? WORKS GREATER THAN 12--0'. (K) CENTER PNGER PER JOINT RECHRREO ON DDI INDTFIS LESS MAN OR coon- TP 12'-O'- SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOM AUTH ON uEIRHT UWFCRM LOAD UGH JAMB (Plc) ,C-al ALL +922,4 _1%G 12'-a• nu_ +B1.af-fez. -- ALL ._..... iN-A �4T3-,.._..,-_==. .9 13 GA ADJUSTABLE TOP Pi,ACE U-SAR OWN Nrnrlh, RIB nxNNE ATTACHED TO WITH THE (5) RRE-PUNCHED RRE-PUACIEC NOLES / -' 1 FAR, 30TrOrt OF U-RAN / NIXES €Ault ENO FApNG UPWARD AND A77ACM 'tHRV aW CAP AT MTH (2) I/A-t4x5f5` EACH FEND WITH (2) t/4-14:7le ORNAPTiTF SCREvi - SELF OIELLAC MAPTITE SCREWS AIf AA 13 CA ROLLER SIDE ATTACHED TO PRE-PVNOAQD HALES IN TOP Or U-PAR ATH (2) 1f4-105/8' CRIMPTITE SCREWS. -PLACE U-BAR OVER INTEGRAL RIB A H THE (B) PRE -PUNCHED xp1.ES EACH END -is HEWING HOLE IN SLIDE TO ENSURE PROPER AUMOMTNT O' ROMFMS rApiNG UPWARD AND A7TAC1 TARO END CAP AT EACH E14D M'M (2) 1/MI+x7/5" I6 GA AI ATTACHED / SEC`, DRELNQ ORNPITE $CHEWS U-BAR PLACED DYER TOR n Y �E 00 CM BEGTON SNALL OH; ATI4 (4) 1/4-tAAS/8' DRANPTA $CAE', (2 OF RE, ATTACHEA THRV EHD CAP AT EA:x A FACTORY CND AM I 1/4-14A71W SELL OMWNG CRAMP Ot£W 1=47FD ON THE TA ED) riA A CHEo - - q 80TTOM FLANRA CF THE V aA $• NYLON STEENT , r tiQT' DUE TO CLEARANCES N REQUIRED i0 At THE NOSE THE U-sALL 5141. OUOE ROLLER MTH e STEM -- QU&IL'T U-tips$. A:1 U-BARS MALL U :NSTALUED LN SECTOR$ PRIOR TO NSTA,LNG ROLLER SLIDES AND TOP MIXTURE ON ME U-BARS: SEE ATTACHMENT, NOTES ON THUS SHEET. 18 CA HINQ' ATTACHED WITH (6) I/4-20AA/y PUOE V} BAR OVER MEW& RIB AND ATTACH , DRMPRTF. So;, (2 DF VAM (2) 1/4-20%5/b• ORMP"He SCREWS I'm WMKPR ARE FACTORY WHICH ED,ARE 3 CT R11Cf PRL-PUNCHED HUMS AT EACH N?wALDUTE rmNt� ARE FIELD INSTALLED INTO LOCATION 0 THIRD FVA'CE 70P I.E.W. AND 1 O AHOW IS FED NSTAMI D w--•^` MRIi PRE -PUNCHED F!OF ti - OF U-fIAR AND BUTPOM HINGE LEAF AND T THRU • IN U-BAR` � Ov V-BAR AND INTEGRAL Re O' SECTION) DETAIL C 12 GA BOTTOM BRACKET !3I t/4-74A6/8' FACTORY ATTACH® All /W__ CE U-BAR OVFR INTEGRAL Ric ATM NOPLT! OOWM T9 0.EAR 50rtOM PT7E 9CFEW3-�.�riRAKMET AMC ATTACH THRU ND CAR AT EACH END ATN(T)IZI4AZ/5SEIF DMLUNG CRIMP 7E SCREW AB SHOW AND USE (1) i/4-142' SELF ' .. ' xili,3RG CMNMP'TTM SCREW ACROSS THE BOTTOM OF INS BOTION U-BAN AT DETAIL D EACH PRE -PUNCHED FROM AT EVERY N1NGE LxAn.ON- D5E 0) 1l4-t0x4/6' CRIMPTTE SCREW AT ALL 67HOR PRE-PUNCNYD HOLE-OCATHONA MARK R, BARROW, PE 'I oRIUA WOVNSE W, b7369 _RE'N_3IONE 13 GA AOAUSTADLE To" -PLACE Q-8AP OVER NIEGRAL ARE GNAMGEE TP GENERAL FIXTIAC ATTACHED TO • � AM THE (3) PRE -PUNCHED '.MAT AND CHANGED ! PRE-PUkOHED HOLES .CXES EACH END FACNO UPWARD A aOTTO Dr U-DAR / AND ATTACK THRU END, DM AT 3AR FASTENER TYPE { END GAPS AND WIN T2) t/A-t Ax6/8' EACH �D WITH (2) 1/4-14%i:/B` TOM'My I WOiD CENTER AWKSE (X,MPh)E 9CREW5-- 9E4' DRIWNC (HRI TE SCREWS la APB, ADDED i W. OPTION. I °''T- F'°°'/ NTIGT,O�N NEMOD I M COLOR® PANT TO,I MPED NUMBEH, i)LTA;,_A 3/0]/06 1 ADDED SUFERNIPOSM t 'GR PRESSURE LOADS I I'IPP6RPM6 13 GA ROLLER SIDE ATTACHED TO UCTRRF AND ELAOnLTj, PRF_-PVNCHED "Din N TOP FF U-BAR PUCE ,-EAR OVER INTEGRAL Re . 1BER OF FASTEHtRs OH7ER NiNGES r ATH (2) 1/4.-14t3/6- CRRRPTITE SCREWS. TNi (b) PRE-!^JNGHEA HOLES EACH END LTEItidL USE D ACLE X SLICE to ENSURE FACM(i UPWARD AND ATTACM THRU [ND Arm FOR ROERDWERI PROPER AUGMENT OF ROLLERS CAP AT EACH END WITH 0 1/4-14A7/r SELF JRWNG CPokPRTE SCREWS W ADTMS. I SAO/N _ IS GA HINGE ATTACIED _ U-BAR PV.pD OVER TW / 6 -A 59TTWA SECTON SHAµ ONLY ARH (A) 1/4-f 4K5/S' CRNWRTITE SCREWS (2 DF BE ATTACIHED THRV END CAP AT EACH AHOI ARE FACTORY CEO MM (.) I/4-t4K7/5" Se O o.. I ' I DJ _ ."RikAnTE SDRiW LOCATED ON THE ATYACG;� 30TtVM FLANGE OF THE U-EAR [Egggg OA TO CLEARANCES REGYRED TO fNStATl SCii£NS AT THE ENDS OF THE " i ' SLIDE-ROLER WTH °- 1+`•BARS. ALL U-aARS SNAL BE 4- STEM. NSTALLEJ OH SECTRONS PRIOR TO j 2EIA1;L_@ NS `AL ROLLER SLDES ANY, TOP ON ME U2 RS SEE AXiURE YTAKNiVZWT NOTES ON THIS 31EET. ' 18 CA III ATrAU4tk-D PLACE J-BAR OYta Aril (6} 1f4-zo.5/a'.. BLiECRA, rid ANB ATTACH '2)1/4-20X6/a' I 4 .- -_ WIN tRMPTITE SCREWR (2 OF - CRNRIP TIE SOSEW5 T:+RV ' iHIGN ARE FACTORY PRE-PVNCHED HOES AT ATTACMEO, 3 OF WHICH EACH INTERNFDIATE ANNE I ARE FIELD INSTALLED INTO LDCATTON (1 THRU nANGE 70P tFpF, AND 7 O a U-am AND BOTTOM TW',Kai IS FEED INSTALLED I III LEAF AND 1 THRU nMU NFE-PUNCHED HOUR WEE OF U--SAR AND T IN V-GAR INTEGRAL Rya OF SECTION) i DETAIL C I 12 GA 80TTOM BRACKET f FACTORY A11ACHdD Ant /I CE U-SAR OVER INTEGRRA RIB 'MM <3) 1/A-1.AIar I CMMPT)TE SCREWll�S NOFG- DOWN TO Q_ BOTTOM RRACRET Anti AITApF THRU END CAP AT EACH END MTN (I) 1/4-,.,/r .4-SHOWN I - SELF DRRLING C7I TE SCREW AS AND USE on 1/4-14>t7JJBB SEL` I , ORLFNG CR{A1I -SCREW AKN099' THE ` - - BOTTOM OF THF. WTTCM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY I �-�' At OTHE2064/B' I C'�NINNRR`H SCREW A1L PRE -PUNCHED HOLE LDCAI, S. DES,`ON PSFY +15 30/ 1] 00 MAx M TN: 16.O' DATF - IMP e 11 TEST (PSF) =i22B5/ 25SO MAX H IC' T: 8 C` RAAN 3/e/06 n.IMPACT/CYCLIC RATED (*ES/NO): NO LLAX SECTION HEPGHT, 21' CHCCKCD _..A/fi/ __ __ MODELS 5120/9100 s E I Kx 3395 AUDLSON pRVE Y_'- - ___. __._ --____ _.__ _-_ --. -- - RRATRN^v PART NO- NSACOLA, FLORIDA 3z514 1 WINDLOAD SPECIFICATON OPTION CODE 022, 3f8959 (a5I 474-Reso MARK R. BANRUW, HE FLKMWA LICENSE NO, 57389 S. DESCRIPTION Models 512019100, 514019400, and GGOD doors are sectional overhead garage doors Insulated with foamed in place polyurethane foam. The foam Insulation is chemically bonded to an exterior steel skin and an interior polylaminate skin (Model 960D has an Interior galvanized and painted 32 gage steel skin with an embossed wood grain texture finish) to provide a composite section for added strength of the garage door. The exterior steel skin is constructed of 30 gage, ASTM A553.00 CS Type B steel with an ASTM A525 G-47 galvanized coating and two coats of polyester paint. The exter icN steel skin for Models 512019100 and 9600 is embossed with a contemporary wood grain texture finish or a colonial, rarrh, orvertical raised panetwood grain texture finish The exterior steel skin forMedels 5140/9400 Is embossed with a J" deep recessed panel wood grain texture finish and may be overlaid with optional decorative trim pieces. Each pinch resistant section is reinforced with integral foam filled horizontal struts at the top and bottom for added rigidity arid ociwuled togeltler with 18 gage tow profile pinoli resistant center hinges and 15 gage low profile pinch resistant end hinges. Models 5120/9100 doors with option code assern Ales listed in Table 1 of this report are limited to a maximum section height of 21 ` and are reinforced ,with ! A' deep, 20 gage end caps Models 5120i`9100, 514JI9400, and 9600 doors with option code assemblies listed in Table 2 of tt:ls report are limited to a ntaximurn section height of 24` arc, are reinforced with 1.4" deg p . 20 • e end caps. Sag p Models 5140d9400 and9600 doors with option code assemblies listed In Table 3 of this reportare limited to a maximum section heightof 21" and are reinforcedwith 1.4' deep, 20 gage end caps. Door Tracks T he option code assemblies listed in, Tables 1. 2. and 3 of this report have both horizontal and Vert;Gal tracks constructed of minimum 16 gage, 40 ksi steel and finished withan ASTM A525 040 galvanized coating. The vertical tracks are attached to the supporting structure with 15 gage jamb brackets as specified on the most recent manufacturer's h:stagaticn instrl_letions/drawirlgs. Glazed Sections Unless noted otherwise, the option code assemblies listed in Tables 1, 2, and 3 of this report are available with a minimum of D.090 inch thick standard 5SB glass windows that are installed in frames and inserted in the top or Irrterjry ld section of the door. The glazing is not Impact resistant and does not meet the requirements for wind-bome debris regions. Refer to the most recent manufacturer's installation instructiorls(drawing, for glass size limitations. Raw. '2 of 5 Wayne -I M W n AS (4) SECTION DOORS IN ()) 5 3' 2tl G A. KS U•^BANS LOCATED OVER INTEGRAL RIBS AS SNQMI-� I'D CENTER Hi AND ADDED R OPTIOH- ED Srw I' FiCAPON METRO) COLORm PANT TO 46.IL4R Arr4eHMNr ruTFs I i ALL V-BARS SHALL BE PLACED OWR N"ISORAL RIBS AND ATTACHED MRV RRE^PVNGIEp HOES AM (2) '/4-14X5/8' CWMPRTE SCREWS AT EACH - NTERMEDIAIE HINGE LOCATION, (2) 1/4-14471W I9 SELF DRIWNC CRHPTTE SCREWS AT EACH M CAP (EXCEPT BOTH U-BARS ON MYTTOM 5L'KAI OT- SEE I' DETAL 0 AND 0 THIS SHEETS, (2) 1f4-• 15/r (RIMPATE SCREWS APPRUOMA'TELY OWAY SEMEN END OF DOOR AND INTERMEDIATE HINGE LOCATION. AA (1) l/A-14x5/a- cAaMPTTr SCREW APPROXIMATELY B• FROM FAM Elm, THERE SHALL BE A TOTAL CIF (12) SCREY } ATTACHNG EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTIONSHALL 14AW A TOTAL O' (10) ECREWR EACH. 2 WITH THE 000CPTIOH OF THE (B) PRE-PURpHED RX.ES N THE TOP OF EACH END USFA FOR ATTACHMENT OF THE ROLLER; SLIDES AND THE W PRE -PUNCHED HOES N THE SO7TCA Or EACH,END USED FOR TIE ATTACHMENT OF THE POP RXWJRE AND Owns NOTED DMERMSE ON TI s I SFECIROATIr4N DRAWING, ALL PRE-PUNQHED HOES IN ALL O-8ARR RFi BE ATTACHED, TO THE DOOR MM 1/A-14KS/B'• ORMPTTE SCREWS 3, N GA U-PARS SHAM, RE STAMPED '3<' AFPROgMAT21.Y 6' FROM RAW END. STATIC PRESSURE: RATINGS I APPROVED SIZE'S SCALE; N.T,S. Sze: A DESIGN (PSF): +26.90/-30.80 MAX WIDTH: 9'-0` DATE NAME TEST (PSF): +40.35/-40.20 MAX HEIGHT: 8'^-Q' DRAWN 3/'Z/O6 CRT UPACT CYCLC RATED OTSAO)n NO IMAX SECTION HEIGHT! 21° CHECKED 4 8/Ofi µRe MODELS 9HO PDEL S?20 0 SHEET O �-2 2 S 3395 ADO $(xN DRVE � R AWTN PART REV R G N0. tNSAGOIA, RORiDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0228 i 318958 P3 (W) 47s-98S0 AS (4) SECDON DOORS WITi rii 3', 2n GA, a0 KS. (:-SARS LOCATED OVER INTEGRAL RIBS AS SHOWN -. 4-_A48,A1[ACSi Er(t„W= 1. ALL U-BARS SHALL DE PLACD OWN INTMRAL RNIS AND ATTACHED MIRY PHe-1'JNN,W HOLES WITH (2) I/4-14A5/y CRIMP11TE SCREWS AT EACH INTERMEDIATE A NCE LDOATKON. oc 1/4-T4x7/4' SELF DRaLNG CRMPBTE SCREWS AT EAgH ND CAN" (EXCEPT NTH U-PARS ON BOTTOM SECTION - SEE OETNL a RAID D MtS SHEE)') (2) 1/4-14A5/e' cRMPT TE 9KREA'S APPRDXI. ATFLY MIDWAY BETWEEN EAD OF DOOR AND INTERYEOTA c HNOE LOCATION Me (1) 1/4-14A5fa" lRMP110, SCREW APPR *QMA7QUY S FROM EACH END. FOR DOOR MCINNS GREATER MAN I2'-a', THERE SRAI L rL A TOTAL DF (20I SCRIEWS ATTACHING EACH U-BAR EXCEPT f30 U-BARS DR BOTTOM WORM SHAM HAVE A Torn, OF (16) SDREW5 EACH. FOR 9OOR AOMS LESS THAN OR EQUAL TO a'-0', THERE SHAM BE A TOTAL OF (10) SURE" ATTAGY.NO EACH U-PAR EXCEPT BATH U-BARS ON BOTTOM SECTION SHALL HAZE A TOTAL OF (14) SKR£MS EACH. 2. WRI THE EXCEPTION OF THF. <S) PRE-RUNCNEI MOSS IN THE TOP OF' EACH END am roA ATTA0I41ENT BP THE ROLLER BUTTES AND THE: (6) PRE -PUNCHED Noun A ME BOn . OF EACH END US. p FOR THE ATTACHMENT OF ME TOP FIXTURE. AND UNLESS NO7ED OTHERMSE ON MN5 6PEORCATION DRAWING. Al PRE -PUNCHED NIXES IN ALL U-BARS SHALL BE ATTACHED TO THE DOER NTH i/4-145/A' CWMPRTE "EMS. 3. 20 GA U-aARS SHALL RE STAMPM `W APPROXIMATELY B' FROM EACH END. TO IDEEIGN P t +153D/-17.00 MAX WDTH t8-o' I I DATE NAMP �7ES7 (PSF} +22.95/-25,5D MAX HEG, T e 0' IIRAWN 3/5/D6 GRT '#µPACT/ieYCLC RATED (YEs/ND)- NO MAX SEC'3CN HEIGHT, 21' CNED i B/D6 ..,. �MR6 _- MODELS 5120/9100 2 OF 2 3395 A�A1SON gfaVE r- _.-__... --- -. ___- __- __.__...__._.. __fi�7��,P- N0. REV. Nsnco a. F a:DA 3i52a i WINULOAD SPECIFlCATION OPTION CODE 0229(850) 474-9890 959 P4 Wind Load amij u All option code assemblies listed in Tables 1, 2. and 3 of this report are braced on the inside of the doors wi;!1 three itch horizontal spanning U-bars. Each U-bar is made of either'l8 gage or 20 gage ASTM A653.00 steel with a minimum yield strength of 80 ksi and are finished with an ASTM A525 minimum G40 galvanized Coating The gage and quantity of U-bar braces varies depending on the amount of windload resistance required and the heiytd of the door. In addition to three irrh horizontal "rinirgi U,bars, some of the option code assemblies listed in Tables 1 and 2 of this report are braeedwith vertical aluminurn (xists made up of 0,125,inch thick 3063T6 aluminum alloy. The post is a telescoping post assembly The outer member Outside diarrleter is 1.75" wide x 4, 00" long, The inner member outside diameter is 1.47' wide x 3.72' long, E, INSTALLATION All option coda assemblies listed in this report are to be installed in accordance 'withthe most recent manor,-acturer's published installation instructions/drawings; and iris repot. , The most recent manufacturer's installation Wns ucUonsMr Wvin hall be st.l„J adheres ,e Lrtr z s v o f these In r P 2Nsawi ' s EI available n- i� site to and a c pY c .st uc IarTs. TR1 shall be valable at athttmes o the,ca, lie during installation. 7. ALLOWABLE TRANSVERSE WIND LOADS Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2004 Florida Building Code and shall not exceed the allowable transverse wind loads Shown in the following tables: Table 1: Models 612019100 Allowable Transverse Wind Loads (21H Maximum Section Height) Wtndlpad Specifleatlon option Code maxim FIT Size Positive Design PSF Negative Design PSF Reinforcement Glazing .Available YBsiNo idth 1 M 0228 9'-0" 6-0" 20.90 30.80 3", 20 U-bars Yes _ 0234 9'-91 8'-01, 43.20 49.60 3" 18 gage U-bars 9 9 No 0229 16'-91 8'-0" 15.30 17.00 3", 20 gage U-bars Yes W30 18' 0" 3 -0" 25 S10 28.80 3", 18 n . Li -bars Yes 0255 10'•17• i 3.0' 39.20 4$.70 $•'.. 20 U-bars I (? Aluminum Post No 0232 18'-0" 8'-0" 12A0 43.80 3" 20 ag qe U-bars Yes 0233 _ 18'-0" 4 S-0" 18.50 20,70 ___ 3", 18 gage U-bars Yes 0236 18'-0" 8'-0" 30.00 33-50 3", 20 eU- bars +(1) Aluminum Post No 0237 IV-91 8'-0" 39,20 43.70 3", 18 gage U-bars+ (1) Aluminum Pot No Pain 3 of S Wavrie-Dalton 1, SHORT QLAZED PANE.I. OPTION - -Dap" MINIMUM SbB C.ArRNG N MOLDED FRAMES is OA HOAZ ANSM SCREW£0 TOCETLLR MTH A W"" OF (e) ow- SCSI NSTAMEO W TOP CR I IN1KIMIATE EECTIONI (MTH OR WITHOUT DECORATW L45FATS MEETS UNIFORM STATIC 13 GA FLAG A'r3,E DEVON PREay(A;E4 oN 1!B5 DRAWING, . OIAANG SHALL HAVE A MAY.MUM REICNT OF 1373' AND A E1AXPR M WICTH OF 1S"', 16 GA NN Haei TRACK G.AZM IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR 5/16X1-5/e AND-BCRVE DEBRIS RMIR3A LAG SCREW OWN 2. LONG GLAZED PANE, OPTION - NOT As 4 AVAUHE WITH THIS OPTION CODE 'a OR MOW DOOR STOP NAEED A t 4-2OA 6' TRACK / /t NAIQLIUM OF 6' C.C. MUST OA4RLAP TOP XAAU AHO BPM ENDS OF PANELS MNAWM 7/TB" BOLT AND i/A.,20 Fklf NUT AT EACH JB-1 JA1,� TO MEET NEGATIVE PRESSURES BRACKET I.00nTDN 4, XEV LOCK. SUDS LOCK, DR OPERATOR 1a GA AN MERT REQUIRED. TRACK 3 SECTION SHALL BE CONS1RWRD WTTH AM IN RE II FA CHEMICALLY ALLYV MANE FOAM UTION CHe,I ALLY BD 0 30 GA IC T MINI A P MINIMUM FAG<R STEEL AND A FO.YLAMAAIE 5/161n 5/s- LAO BACKER END CAP TO HAVE A MINIMUM 11' DEPTH, SOREW AT EACH JAMB BRACKET B. THE DESIGN OF THE SUPPORTINO SM011URAL EU51ENTS SHAM. BE THE RESPONSIBIL?tt O THE PROFESSIONAL OF RECORD FOR THE BUfLOIND OR STRUCTURE ii IN ACCORDANCE WISH CURRENT SULDIAE Is GA STIFFENED JN18 BRACKETS CODES FON THE LOADS LISTED ON THIS SEE SCHfU1LE FOR DRAWING. WARTY, LOCATIN, AND T1Fe 7. DORM JAMB TO BE WINNOW 2P5 STRUCTURAL GRACE LIMSER. REFER TO JAMB CONNECTION SUPPUINNT FOR ATTACHMENT M WPPDRTNe STRUCTURE, KEY LOOK OR SIDE LOW E. LOUVER OPTION -Ow MINMUM BOTN ENDS (NOT REQUIRED MTN OPERATOR ALUMNA LOUVERS N MOLDED FRAMES RCREWED ToOrTHER MM A kRSMUH O (8) - SE NOT[ 4). 5[DE LOCK SHOWN FOR gc1 6CRL'AS INSTALLED N THE ND PANELS OF 7NE BOTTOM SECTION, QAPoPY- MARK R, BAR, PE FLONipA UGENSE ROWHU, b1389 Mom (4) SECTION SOLID DOOM SHOWN. SEE SHEET 2 For V-^BAR LOCATIONS FOR (N) SECTON DOCKS AND SEE NOTE 1 Dry THIS 9HEE'T FOR GLAZNG CI TOVK. JAMB RA ET CHE LIE DOOR7S,7��,) HEIGHTo BRACKETS MEASURED LOCATION OF-N-11111E FRO BOtTC1 TRACK (AM DIMENSIONS s r) 7'-V" (JB-1).13`{O),25-t/2"(,B•-11.SS' JB-1 . 4<N9 4' IN , 63' <JB-i) e'-0'3L• Y (JB-1), lY (0), 2y (A-1), (J9-1), 47-1/4" (0). 8B" (JB-1 -1) b=1 (JB-I) FOLLOWING DIMENSION DENOTES A.OTtFD JAMB SRACIM.T ATTACHED TO TRACK WITH 1/4-291,2/18- TRACK Wi AND NOT A$ SHOWN ABOVE, b(OWING PMNEON DENOTES WICK WALL JAMB DRACNET INSTALLED IN BBUU SLOT,NP ADCNIMNA4 HARDWARE NRE)ED TO ATTACH TO TRACK. Table 2: Models 6420/9100, 6140/9400, and 9600 Allowable Transverse Wind Loads (24" Maximum Section Hatght) Windload Specification Option Code Maximum Size Positive Design PSF Negative Design PSF Reinforcement Glazing Available (YeSIN01 Width Height 0600 9'-0" 8'-0" 26 ao 1 30.80 3", 20 a e U-barn Yes _i01_ 0602 P 9'-9` 16 0T" 8'<;' 8'-0" 41.Or' 15-56-- 46.30 -- 1700 3" 18 e e Llbars rv� -- 3" 20 page U-bars Nn Yes - 060.1 060A-"., 16'-0" 16,-0" 8'-0" 'g-U, 23.On 39.20 ^5.OD 4310 3", i8_9. U-IDars a,20,a'eU•bais+OliAluminum Post Yes I No 0805 18'-01, 8' •0" 15.30 1 Z00 3", 18 c D e U-beu, Yes 608 0 18'-0" 8'4" 30.00 33-50 3" 20 a e U-bars+ 1' Alurrdm Post Nnuo 08o* 18'-0" 814" 39.20 43,70 3",18 gageU.bars+(1) Aluminum Post 1 No Table 3: Models 5140/9400 and 9600 Allowable Transverse Wind Loads (21" Maximum Section Height) Wintlload Specification um Size Maximum PosdivR Design Negatve Design Glazing Available OIC11011 Code Width Helaht PSF PSF Reinforcement YeWNO OoD7 - ---- iB D" 6-0 - 25.90 ---- 0 _8 SD --- vo 3" 18 _ e U-bars . _s 5 9 �OS . 18-0' 8'-0' 18.50 I 20.70 3" 18 a e L bare Yeas 9 9 & SUBSTANTIATING DATA est Report Number ETG05.976-17575. 1 In a =dance with AN81l1DASMA 108-2002 by ETC Laboratories, 297 Buell Road, Rochester, N,Y, Installation dfavvings and installation instructions have beer, provided by Wayne -Dalton Corporation for each option code assembly listed In Tables 1, 2 and 3 of this report. 9 CODE REFERENCES Florida Building CA3de 2M Edit or} Section 1609 Wind Loads Section 1714 5.3.1 ANSVDASMA 108 10. REPORT SUMMARY Upon review of the data submitted by Wayne Dagon, it is my opinion that the models as described in this report conform with or are a suitable alternative to the code standards and sections in the Florida Building Code 2044 edition fisted in section 9 of this report. Paw 4 of 5 w';1yne:D.I on t OR RACE Deb i. T METHOD PANT TO DA END CAP F (j) GeS PER. JOINT REOUP.fD CA VOOR WOMS GREATEN THAN lr-O'. (3) CENTER HNQES PER JDNT REQUIRED ON DOOR MDMS H.EW THAN OR CQUAL M tr-O'. SUPERIMPOSED DESIGN PRESSURE LOADS pN SUPPORTING MUCTURE MAX DOOR WIDTH DODVRT CA Oat LOAD EAC I JAMB (PLF) 16-0' ALS +207.2/-23KM T4.q" ALL 4181,3 --201-6 lr- ALL +,Y / )T2.5 tQ ALL + 2R -tAa.O SHEET 1 L OF MODELS 5120 9.1 OC DRAWING PART Nq. REV, "NDLOAD SPECIFICATION OPTION CODE 0230 318960 PS 13 GA NIJV$TARLE TOP PLACE V-8AR OVER INTETENAL MR ATTACHED I -Tx -F HOLES PRE -PUNCHED U-SA' -�. N 80TTOA1 O U-RAR AM iFHE (fl) ND FA )t8^F#"" HOLES EACH e?A fA@AC lIP\YAFa3 AND ATTACH TRMU Via CAP AT OR(2) Hf4-14AA/8' � UCH .im ATH (2) 1f4-1KK7/5' CRIMP`R SCREWS - $ELF DRBi.AQ CRI/PTITE SCREWS ol ,' I :�,/ D�TAVL A I3 CA ROVER SLIDE ATTACHED TO PRE-PURONEO LADLE$ IN TOP Or U-3AR PUCE .-BAR OWN INTEGRAL me AM WITH (2) 1/4-I415/e' CWMPTTE SCREWS. ME (4) PRE-PVACHW HOLES MA, END USE VI ING HOLE IN WIRE TO ENSURE PROPER ALIONIURT OF ROLLERS ACWG UPWARD AND ATTACH THRV END CAP AT EACH Elm Apt (2} 1/4-t4W/a" SELF MUM CRWRTT` SCF" 13 CA RINSE ATTACHED / U-BAR PLACED OVER 1DP QN E SOTTOW SSCTKN SHALL ONLY MTH (4) 1,1 -14%5/8' CHIMPT1TE SCREWS U OF n T 9E. ATTACHED HRU END CAP AT EACH LMHA21 ARE FACTORY [rvD AM 1) 1/4 L1C 71le' SELF MWAS CRIMPH. EW LQCAtED ON THE AtTACHED)'^� aOTTOM FLANDE OF 1HE U-•B4R 2` NYLON 5TORMGARD , - 0. TD CMARANOLS REQUIRED TO IINETAAM SCREWY: AT THE ENDS O THE ROLLER WITH . 4-t/r STEM QLLAIL Q U-BARS. ALL V-4AR8 SxALy BE NSTAU-E0 OR SECTORS PRK1R TO NSTAU NG ROLLER SUCES AND TOP FIXTIRE ON THE V-aARS SEE ATTAC?WENT NOTES ON THP$ SHEET. T6 CA RNQE ATTACHED PLACE U-BAR OVER Ant (5) T/+-2D 5/8" INIEONAL RIB AND ATAC4 CIUM ITE SORCTS ra PP' ' WITH 2) T/1-24A5/a' .6fA3 WHICH ARE FACTUR'r QRMPHTc S:frt1YR PRE- FLAOFIED HCt.ES AT ATtA w, 3 O" WNIpR ARE FIELD 1N}TALtep Nro UPI AIERAffDIAr LANCE LDCATON (1 TINN RAROE TOP1W. AND T OF OF U-SAA AND WTTW WHICH IS ilA1D II$TALiED .� TRN PRE -RANCHED HOE �^- ' LEAF AND i THRU 'rR8 - N U-SAW WES rf' U-BAH AND NIEGRAL RN O VECDDN) DETAIL C 12 GA BOTTOM BRACKET FACTORY AI'ACNI ATN / (3} 4-t4K5/8'a .-W OVER INTETNiAL R0 .,IN CRfN�RTE 6ORFW5��`iW--' NO T tY]H ooWN 0 BLEAR °A'rTOC BRACKET AND ATTACH THRU END CAA AT EACH END AT! ) i!4-t4xi/B' N ArAB,SQr OREa G Gf9MPTE aCHEW SC5HOYM ANO USE (t) 1(4-14xZ/a' SEIF � , . PRIMING CRIMPRTE $CREW ACROSS TFIE BOTTOM OF THE BOTTOM V-DAR. AT EACH PRE-PJNCN.O HOLE AT EWER, DETAIL D MINGE �SCI¢W USE(1) OTHER/248• EARIMI PRE -PUNCHED FULL LCCAHDA MARK R. eARROW, PE FLUNIJA UGENSE NO, 6738G 11. LIMITATIONS Any reference In this report to the manufacturer's 'most reoaTt information is a direct reference to the most recent information submitted by Wayne -Dalton to the Florida Building Commission as part of their 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 instructions, when required by the building official, shalt be submitted at the time of permit appfica6an. The design of iris 9upporttng structural elements shag be the responsibility of the professional of record for the building structure and in accordance With current building codes for the toads listed in Tables 1,2, and 3 of this report The doers shag not be located in areas where the transverse wind toads exceed the allowable loads shown in Tables 1, 2 and 3 of this repot The option code assemblies with glazed panel inserts do not meet the impact requirements for the wind -bane debris regions. The e assemblies l' in Tables 1 2 and 3 of this report are not for door arse bl rated T app roved ed garage aPR use in the 'High Velocity Hurricane Zone" as defined in Florida ugh toatY ed � lornia Building Code, 12. IDENTIFICATION Model series covered b this shag be with Each report Labeled time amafacturer's llama Y rep m ands r trademark for gold kfentificatlan. I .. Jax ology, Inc, Jeffs eson, P.E. P,E, No, 58644 June 22, 200(fi1 Page 5 of 3 (0) SEGITOE DOCKS WTI IS) 3', la DA, 5O K51 U.-BARS, LOCATED OVER NTEDRk RIBS AS SHOWN •_� (<) SEC'ITON DOORS ITN f5) 3', IS GA. 80 KSI U-BARS LOCATED OVER IH WHISS 4S SHOWN UROA8..ATT9 EY 1. ALL U-SARS SHALL BE PULED OVER NTEGRA. RIDS AND KITAOID THIRD PRE -PUNCHED HUMS MPH (2//' 1 f4-14%5/8 CRIMPT.IE SCREWS AT ERCH AT: MSFAiE FAX" (2) 1/4-14%]/g' .A OPoLC)NG THE SORE AT EACH fiNp CAP SELF CA MP TIRE i' N (ETAI EC N U-BARS D BOTTOM SECTORA-5 - 9FZ DETAIL B AND C THIS 2 t AWAY%5 B" EN1hi END OF D SCREWS AOOR AND PPROXIMATELY 'MIpWAV BETIM1EEN AND (111/4- 4xS 8'T CRNPTTE SCREW MEDIATE HINM iACATItw. APPRDXIMATELY a'IERGM FAOH END. FOR D(KKR A)MS GREATER THAN 12'-KY, THERE SNA.I. RE A TOTAL OF (20) SCREWS ATTACHING EACH U-9A.R P.X.FPT ROM U-RAR6 CA BOTTOM WORM SNALi- HAW A TOTAL OF (18) SCREWS EACAL FOR DOOR WIDTH. LESS THAN 0 EQUAL TO 12'-O', THERE SHALL BE A TOTAL QF (16) SCREWS ATTAOHING EACH U-BAR ETtt1NT SOON u-BARS ON BOTTOM SECTION S'RAJ. HAVE A TOTAL Or (W SCREWS EACH. 2. ATR ME rXMPRON or ETC (a) RRr,-PLTNCI;p HOLES IN THE TOP OF EAST END USED FOR ATT."CEIr Of III' ROLLER $'Jog AND THE (6) PRE-FUNCffD HOLES A THE BOTTOM fl<EACH ETD SED UFDR THE ATTACHMENT O THE TOP FIXTJRE AND VNLE66 AOTO 01140FR R' OJ THE SPECSIGRON ORAWNG, ALA. PRE-PVNCiED HCIFS IN ALL U-BARS SHALL BE ATTACHED TO IHE DOOR WITH I/4-11418' CRIMPTTe SCREWS, j, TO CA U-BARS SHALL BE STAMPED _4V APPROXIMATELY 9' FROM EACH N0. Wayne-Dafton D CENTER HINGE I AND APDGD OPTION, D SAND CATION METHOD 'AWRED PANr TO DE5(PN {PSF) -FI5 Z6.80 µAX MO7M '5 rl 1 ]ATE - NAME TEST (PSf 3q 13,n 4320 µAX 11 IGH a D- DAWN 3 a/afi GR7 LMI,EVCYCL1: RATED (YES/NOh Nq MAX SEC'{iDN F#RGNT, 27�CHE. KFJ)J -AE 8/O6 _ Mite S MOB,=L., 512D 9100 SHEET OF 2 2 R 31-1 ADCLSON DIVL I ---- DRAVYiNG PART N0. REV. �N5ACa-A. FLORRQA 325T4 (8601 474-9690 W1NDt.0AD SPECIFICATION OPTION C00F: 02M 318960 P5 DEDANSCO ENGINEERING, LLC P.O. BOX 34M Apollo Beach, Florida 33572 Phone:813.645.0166 Fax: 813.645.9698 www.danscoengineering.com CA 25948 I O O 0! Ln W Zt-LO O = d' T-4 4 _11 Q > M M tQ I Z aln�v M � Ce 00 ) Q Lit t �111111110 -� ZIl r (a r4 Q Z� E W 110 W�:F" W Z O O tD mi I^ I1ii- W U= �L/) I OQ O 'W � v , 0- 1130 y/ THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUFFHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: WAYNE DALTON GARAGE DOORS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH ®D 200:i .-4 4t H 40 H D co N 1 M LO 0 V-4 L/ '111-1 IN - A Rcpart prepared for.'frade Spr.I. (Inrert.kETL SENIKO) on 9/222005 11.3104 AM 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 Manufacturing/Machining 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 models) identified on the correlation page of the Listing Report, Client Number: 35315 Report Number: 16742-1A, 1B,1CjD,1E, 1F, 1G and I Evaluation Center: Elmendorf, TX 78112 ApplicantlEasic 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 1 NWWDA 101/€.S,2-97 SBCCI SSTD 12-97 ANSI / AAMA 1 NWWDA 101AS 2-97 State of Florida Product Approval Rule 9B-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). This document supersedes all previous Authorizations to Mark for the noted Report Number. _ ._ _ _ _. _ _ . __ ___ _ . ___ _ .._._ I I 49� t tNlrpap•p;r 11 t-, adpkk'teNria0 `�% , Pltale+d4d ReportpmpD adfor.'I"acieSpmie..(IntenatILSEMKO) on 9/22:2W5 I 1-:29:29A,M M. 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 Manufacturing/Machining 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: 16742-2A, 28 and 2C Evaluation Center Elmendorf, TX 78112 Applicant/Basic Listee: Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 Product Covered: Milestone Horizontal Roller Window Testing Standards: AAMA / NWWDA 101n.S.2-97 SBCCI SSTD 12-97 ANSI / AAMA / NWWDA 101AS 2-97 State of Florida Product Approval Rule 98-72 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), h This document supersedes all previous Authorizations to Mark for the noted Report Number. mow..? . wu►raar•:. M. lMl}Md-1°64_-Ta40 Psa Air klrldda k�aruders 114m1atinnal, Inc. 117632 i Rev: Sep J? 2003 10:05AM Report F7 pus dfar:'i a=c Spmles (Intertek l;IL SBMKO) on 9i22/2005 11:2?:44 AM 4 4=[" 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 Manufacturing/Machining Specifications, and under conditions set forth in the Certification Agreement and Listing Report, including Manufacturingg/1Machining Specifications. This authorization also applies to the Multiple Listee mode() identified on the correlation page of the Listing Report. Client Number: 35315 Report Number 16742-3A, 38, 3C and 3D Evaluation Center: Elmendorf, TX 78112 ApplicantfBaslc Listee: Florida Extruders International, Inc. 2540 Jewett lane Sanford, FL 32771 Contact; Name: Robert AmorusoPhone: 407-323-3300 Product Covered: Milestone Fixed Window Testing Standards: AAMA / NWWDA 101/I.8.2-97 SBCCI SSTD 12-97 ANSI / AAMA / NWWDA 101115 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). . !­ !'iii t Z19 This document supersedes all previous Authorizations to Mark for the noted Report Number. d4af1� 111I1M1 rlpnl , x )aadrk araeli�,p•4 PAlar• _ .';. !'age I of 2 Pkrida FXMWd tateraational, Ina ; 12633 t Rrr_ Sep 22 2005 1025AM General Notes Drawing far Milestone Series 1000r 1500 2000 and 300Q Non -Impact Resistant Aluminum rum Window-* ^ ndow and e9r Patio Sliding Glass Door Installation Details 'n These notes are provided to ensure proper installabon of Florida Extruders Milestone Non -Impact Resistant Aluminum Fenestration sN, u, Products and must be followed fully. This General Notes drawing shall be used in tandem with the product s ry 666 . �' 9 P specific Installation drawing. p in1R�s, 1) SR MM14M 4) ally: ' a. RANGE FRAME WINUM - Shop as requied at tam N it fosterer With load a. Orabv(IQsnoodbud rW_ DISCLAIMER bear"shnn, The mmdroam aamwal* Oft ends an oe 1/4'. NN b. Fat FRAME WINDOWS -sea as required at each aclagamn fast n with load trearenp L Applies a1 ad tnrtAnxp f)udts isms titan i U2" tNdaseva fk# Irn(ended to The purpose of this installation drawing is to o � Tea raltanarrr dN4Wable Shin s Mot a1a". AaMy a iteaa arvasxm ziS "m rranhW one wood buck or*. present the manufacturer's recommendations $ ed. adneN+s apaWnt 1r epprnw+ao equal rttlhe #carver lop w prior In Ineftv"am. m P. pis by VKW b0ddlog silo beWOMW to t t sertls M (nlat)lay, concrete or for anchorage V.e., concrete screws, wood alihere eta I" to the R11WraDt gnxVar nwndar'r aaaw. RA be"" boomos, ale ahem, eandw»aowframewenxpked. sloudiwalYwooclbi egorhtrnargaaagfortmrsaft* for ORapplication screws, tapping screws, nails and Vulkem L In t cm wMm tM nvLR g optlax+3s wM ffmad whdovc, ftns inn L If ft prod Welk W*MUOM draft d2 [ A ftft" m ba imbd to the hafto ltpatily VOW wood screws a raqui eG R if s * agtArarr / Li fix H a txrddtg the! Shad be falowxai, Structural Adhesive (or other approved gc e Q1" RDDS*fa #flat ate Oft M o2NM[dertwltl We trek Z. Y the pakxtmed twWAOm da-AV dDtS pn1%7 )ef ft* equal)] to achieve the design pressure Sd 13 b a SLIDWGLASS DOORS -Sift as at each n11aa reeaYtatl ra gai,te bed teAdtnp requlrer osfor H1a budding, fetttsdrq vind my be atfldelt bD specified on the fenestration product as atom, The to b shimcan diode to be Wadarstatoll maiR4n the I2txiilg hvhtdaw i tlOR. o Doallm eaf efatrg W Wo d or pi ospie i nt or se eater woad:or ptaacaM rosin# M mnpkhett. encapsulated» uwud a set a koWla; buffer a' dot pal of m and m w dfy required by the 2001 Florida Building Coda ,Q g a e III Wet mwataorxm1o. rrenvodtosacwedebywood iwdetlpwahoaaaeta(adkate (FliSection l'707.4.4,2004FBC-Building, rnN 2) sfALiNa6ETWEEFCPENFs'FpATTohIPRIKXKYAND sU65TRATEaSOD SEW SEAtANr(Sea Window om Section 1714.5A and the 2004 on � der t above). b Two by (2) wood twddrtg a frart#ng: FBC-Residential, Section R013.6, I i 1, c GREOL-SEALANT TYPE(rml, apple" when a specinc bird a" I.r.WA*M Recommendations tegarding fleshing, Z$ � I, sootar0j" steal to 'I' mt basal or the srataat mmw�rsr's L App6ato ad abumaalwood bode *Ww th" at are had, jamb a sill sealing, sealar is or otterjoitt sealant rearm ass traits to w De see*4 avaoamerrtai co i tons eg3ld ID and glow dam I yr thkiaMss, PraCfiliPs does not Consthlte a warranty m .� aria hlmxled use. ft TMy alai be hhea,ery f to #innate 1M toed to the masovy, concrete 4 ocher expressed or implied. 2 c aMti Ott 2001 Som 17 FW09 '% b. WOOD"- FLANGE FRAME -0 n 171 .5. and Zit ldef R613, and Ser11tr1171T.S.4 and 20D4 F8GReslttetttlel, 5etltm R5Y3.6ard/arlba dhpitlaer vvin L Ail it, .ai»REQtne77 ofrawrgstktabysapplIc�bp, NOTE ON PE SEALING I, Elsa Yidkarr 116 40%w t sealant or opprom agotd o t"M vdhxbwb W46OWM MOW11r efin W4 pre'Adt=Wft $a Mh o ho sill OW41T atIM) Orlginnai drawings with two sheets (pages) in m n ammo AAA *Wh of sit are reproduced on one sheet front and Peek, 8 M '_i ° 2. App(kaaon of Vutkmrr Ylaadhemve acdantor alemted equal rlxal oaayay wan %Dear t '� M WSMwm kswrws must to mode of awm*n rstant l,atmiads a hate ammsion When re 2 &ol0-(see0tsr�ww I E samr,t 10wm e 06calam) resittaz+t*"V ePWW sutktbte far the ftaming mom, While fmaehes on the first (front) sheet only. In response to � shay 1. Use leak rtb�ftW wlnbw Aagt tW had and iambs. am weir b �til�ad wood, the wood suoO be �gYtpd Rx 2. U. $Nbnt far pav4ew sat anamd a4da orow*ew»d0w rommmarvilption of fasamers cords with the pmrours,preser,ratIve treatltaK process used, Robert Amoruso's inqulry to the Florida M I r m*v f» and as no m* of htaalm ert fammas. Board of Professional Engineers, the FBPE I 6) AL B.Ai sgtplied holesin the frame (itrapered) wa be as rob s. at their meeting on June 20, 2002 responded 1 c WINDOWS-RNFRAME a S wdomebxfaal,06woalataDpagsaowt, G A,dho"Sem`NWTREWIRED if311BNl�rartfcibrall #10wood ort3ft"Screws and 31Wdkmeterconaele that in such cinoamstances,itisacceptable iL Samnt- RECOMMENDED (set D-iscINI om) „s, for the sealing PE to only sign, date and seal I I, osePa%N*b0*Wvdrdcwfwgaath"4siroraljambs.P131[ 29 stet dra btit fa' thxdcdkrmewr 2. treesttixdParper»»,etttreastwwWmaa4ar'of%wwwlrxbw a t3a franc sheet of the drawing when printedMOMR10g i_!_ rnaftolK Nod l),Ilr An and to Sint treads of Ir, bn 1510enas, d Na..33s�dipbEftxUllis#r 1.r rails.on the front and back. This was documented d SLIDING GLASS DDORS 7) Cortaebe Screns(F2tatiachrrlartto mlastavy or oxxmW vAstaM_) by letter to Robert Amoroso dated July 31, Wt•:1Y/14106 . L Adtleske seal -NOT RESjtIRM 2002 from fhe Office of the Attorney General, s NTS IL me6ranica saketedcaners-isQJiREo & Shad be *W head unim oClmttise idic8ted State Of Florida. 1. skin(WzaevowsrKOeda*Pcd•d-0m.wewxklcn*wgfora b. Srmltam amkwmrn toroidal domalsr of WW wilm odwryApa robed. ciftelmd Dr.M jarnpandsit la)nhaaaaPai m&T jght scum decent. c aCortvete block imer) a SaHOY-r'rL�OMMt)rDfA (Sat blstleimet)or masomAbsr(01�d)I rom"Votteeppht WOW oterwise road. RabPrt 7. Amonn0.-P.E. I. fse aalsmbattmd door fta-ge at NO 8 jembsard behind boas strip, d. Stall have an abtabk worlanp load it sheer as noted on tla'Ddets LW on Hie proCAtet R. License No. 49752 2. Ubu* applysaemt tends sill or set sit in bed of wet conagn, Seal speft 4)R'ARd M41,114ft babaaen basic comer of An rrsar end concrete. Sal of fastener toles I. Wor" load is donned as the uMnRte load dehorlindliny � divided by 4 as ��•a•, #A" prior to hr�tng fastener and aramd head area lnsialatim dI#emnlned and PIla by the mtaelesaew�+nsaxnialuer. � 40 `y' ,' ,{,t of door 4h1d Gmveh hods 1. 0 tire allotm blip smear bad sweetie the above mhdmearh required m•rdrer of �� 3. lW "WantWd%nor p ocloo O lwi xoto e' wIWbout; ' aqi, a tA&k for poskae dares and m stet ilaebs a ItarabtWrr mMartps, I 3) MATOOALS: fastenerssttomh on the Installadm draWngs Cgfdr,OTbe decreased. A. If the altabk smear bad Is less than the above minimum additional o f a. W»dwr and sll&tg om door frame maoerlat is Aamli urn Adary M&IT6. srgtteat anat151s meeting the tAdldrg code and aocs;its6leto ft Militarily tin. Cann srzews stulamet ate mwNwm tepz9®rrenk of rote 7. HAwkl Xclallldforl (Awl) WILL BE requlrat 9 S c. wood Saev, sMa rue# Hr¢ ne¢ia,as/xs tN tar@ e. e. Conavits=awa" be of sdiR,att WVth: so Hat the rai nknum arnbedrrwd lilt the f d TappkV (La, sa6Ct M Screws~ road lit gait of Wood soaws" meet ace M*4v `moo (member receMrS the Point) it met. Jeaddraimaw able 8. G aTinmarrh Tx{ge thispatPsaF aorraete screw tasieltms sQMf ba2h4"fromtha @dge afHwa •, con titer rteasMc raqu&F W In plus 4. •°+ I. t.aneWw Ra�una M for kEnaadon feaerwrs �I meet Oro regW,lnrwrta of sb�antia a 3(1Y screw. ,". A'a: . Non S. ....,u..., 9. commit place or OMM masonry eras(CFRI) state moot the mg4k:a,o ofA$TM K cConcreasshall mxttMmimlmumregoirwrmiscfetaFondaauiWingCode (tntd,avm Drawing No. FLEX20100 cenwroso siren +or250apso- Sheet 1 of 2 General Notes Drawing for Milestone Series 1000, 1500,2000 and 3000 Non4rnpact Resistant Aluminum Window and 2 Patio Sliding Glass Door Installation Details - M i 8) Wood scre=aalTappRng (%*tt ficraws,&rttnoalhatkA*J V**W.,orOW frame b wood buck It)1M Mdtsiane Serial 100a, OK 2W O4 M Nor pea RWsmat Akartilum Window arnd : ^ � R orframhgta1 Para5tdbg(';sassDoanInstalabanInsbucdorscomplywith thefolkwing: 12 a. 2001 Par, Ovareer 17 Sections 1707.4A.1 for arrdndng nsgtiremants, Y707A.4.2 for a. Woad4mvs9 - Skaewtil Le4P➢rt4- 'Pint windorws, items w4nah rdHadiage name rnasxaw, trnraete or ogler nallcbad substrates aid 170T.4.43 for wood or approved W , $ 1 .8 8 b, SOmwD &T� > .... W)fCi -"-'tgi:#ttmer window€ WOPff tSkftw rAi"14ai"habit (l3W'9slt m embers hamdhg a woad t aewe loop mWw" sI triosritidl � b 2M4 f310-9u9dtvr Chapter 17 Sections M4.5.4.1 for andming req�nermv + . x I A s aT' Aiatiam' 1i1L' 171 5. 2 a I a 1 .4. aoPlm9 4. A Aw mrraeta other s WebaA auMtrates and 17 4.5 3 Rx wand masaxy, w g 12 a DPora6tit elgLApr f ak�ilE'M iIHN 11R d43niing Or ftaerl. ah•Imter6• aAProvad ag N F' r. u wandbmrlasto_k* pre-0-tmlaq rp76(la7rs(Pi�Gtayp# $peril tb" for woad c, 2004 F0D.Raaidenaal, C`bapter 6 Terns R613.6,1 for andwtbt8 r�M� tr, R413A2 i• for R513.6.3 for p 0 N masonry, axvante or other strta4ta'eir artreRasies� and wood or approval L r4tfYwoAd.:pc'_ tf$*tl�WrNePG�ftii0taok. framingmwkas. X L Na 1ltwqo�'st aw - 4j64' i fYak1% m a Ln o E S 9• WexYfF[eFraa'v ap;yT yrhg. stiplbe bf� #aYle:Ighharturm 4irrt 12) M Stiles 1000, 5500, 2000 and 30{10 NampmpaQ Reldstant A)rsn»can widrnvs and Petb atin�"e' 1ehin95!1)aRtr aYbD gF?ntrer r'e tlsC Pd�$Rtf �ra9 Gas Doerse 5ntled orbs htekd kt aaWdende wRh tl1e fobw»g. b &'pRkg:tfiaY',QPtbeli9a�rla''dr�:1!i/dd Sidi N wood, L ea.DasigrntYeswrre(Pmtortnatrr Ratih9) t bacmrdarloeWththefallowingAI § 2 8 ) nNaSsPermanent 4bnl k pkoad on the treats menthrg the 7� of the fokwW19. 200E NBC Sector; 1707.4a.1, t ,a E IRL m stf• 1111Ws wfa irGsettE35Aistrp (. ,t1oa SI' s9gt}ixt C3d,1i� Fadlrcy appled a- iD[M FW,IArgtAng Section 17145,2.I, and 20o4 F'9e-Ita Section "Izi.3.1. SacpxhaadS. uF�'�b, li '3 App>� toads And GION wind Load RielocarWa do axoNance wilt the fodowig, - L 2001 FBC: SBdlon 2405,3, ri g l g �a ua I" aYr,gf-fit kbi to"pa`tidA atlRKs iR..;KRt}gdlnartt trio lha 9. 2004 FBG9tdklktg 5adron Y714.5.2.1, E, 2a04 FBC-ResMenttai SKdM R613.2 & RiSI3.3.1, and ASM E130D. �L° S t) 9 l 1, ABI ft,Tatl her;ar21 t1ePa aka l2:ta}tlt3adapida'd? ION' YlY1t alnWlda e11Ba[ 4 A mCpl-PamiatldCttal7ai is placed On trK,tn fight of iM wAMfOw 4C dare dtl rmHn9 HM lomikgrga Lila4•+FaVlr0 tn`2q k.aliUa4( aid T4.* hwrMnfi (albmgW4} M R and #his 416 Of gtm*q gowlg tie rmwwna a of the lbflml ig• 2' E .0 •-, 7a Si g 1 Na, g,W=� yyhmg�t L 2001 FBC, Secto t 240&1, Bl o L sifgdbe#�kayHt to p+?wWs trNn.7 _kLsmiledmme trio the L 2#b4 W-Suldrtg, Section 2403.1, and Z or NC"FSc-Residential, Section P".t (� 1 I 1-41110 81 dkeR * wah a§ow** Shear io®ekg#attr e"' r l 15c1;t64tF-uMttra krd_tr€:;*a twrki 4 grew"). 13) Ovet'a9 Fkrforaer ce Ra" for fOnattMFat aEsarrtafy. D P a The crsa8 amem* Performance Pa*V snap tre boor on the mww of f13Aowirg. . -_ L Teat report dasign pret arrebased on the lamer of the sinrcavna, tw IrlfAr . .1 R a e; „ a Ir. and water penetratat be9gng m Hne p> a and negetwe directions and recorded on the permanent bW arWor bat report -e a ^ M. j p raB{{��,+��J,.:� earala14MM1raaNtaai Plug & mad resistance Arun ASTM E-13ta) recorded on eta non-pxnWnaR I", a I b, $law thkkness may be greater than Htebest spedmeo per the mqulrements of ASTM ELi80 » taadAtg applbd wkd loading par Hue 12,4 abase. 9) Hats (tor inR,alfaHwn Of agtldenw-ne duol':lYertaaki v2ooit.11,Y.tlr'+oe'ftamlrg9: ) L hi aC40rdatAt Wldt AAl+ai/1VDFWC 1pt(r,5,2lA440-0s, S•d9an 0.2.2 & 6.2.2, & Nad'L:Stal.?neet- amlrerum ditfd predad_spefaintfaA dnU*vs for it* Hre smcmer" specify a design pressure 0 atmw the manullin Lratcr to giue fOIO' irA ilia Wdect to mW and/or d she prgsotae ragnaanans 0 ma -' , fie type thidme€s that 1 y .n 11 prolact a sperdga v� WK�y a itim and maw wWor o• ,r 0. i exceeek the design pressure regnaremem tithe Project n do rlLet{ t7ttl1!: die MrOW lliaratL 1.The 4 a steed W the sprteiAar wtl net lot ta&s than tlmt 2 /�spieNad arCH1i drtduct ttclMlbdaadmdrac+.imgfor (Ahe ay &ltidrlg used with the too: speoften. Ia.. o•Sc ku NIS0$ Sofa; NiS i� # 14) The wkWone 4 not be insialisd in area where me applad tramover wW Toads oxaaed the b. NagsaitaA nneeE Ht@� �fkE ofAS"fA! Fld67r "-"�blsdeiQ Spedflcaifon cl OrhfCrn f, ,.loon �11sr,S ands allow" design pressure based ah 13,a afAtre, C, Mak:.(pb.+d l" t tNaA�' b?f PlepSrb (±G ;Sasso nvw�witasafe.11rg)) ate iereayr A ' ' I$) tiniadan of llae p;;2;r a �`F#thl mmEnff4b4**''*ft.#daA oJ6rWYmainW, rile b rust C�o" mwst(ie�try, a, The wilar4m.shal be iWlalled In accordance wilt the Manufacturers Ir�laDOO lL .1439; b. Fin# St Type and Sparing are detamined by the typo ofcorstrudlon per the . t;tal fArblisho EtttAtaH01rLMport MawfacAa'ets Irsaribaon Dravrktge. d, Nails 3t»IlrW f/A t'1Aad-RM kXg'Hea �gd�l ti afMod; t iha Wetdotvs and Palo dovcr ataanol Lin tutored in Draw wrier# Ma *ppvgd uwsvtma Eiagafgabe e. NaladaRmiie laYerefand wlttgfralfAl Gads NsformV_tq tams era based WM IDWS e>tte¢d Hie allowable deakAl mum teased an the Mloolm9 (so Hole 13), ono,4tatk°gkavlty-oi'tldOKk'*kil6l -D.:( trh( 901nMt '. L taxtreport 489WMason and/or r, I/yro0dd ,"loo�4lare"P�htka fa Wod 1. land hmt ASTM E-13p0. VALi"K(,"aftnTIni ,t"" gtss4 resit C-etn }. d. KILMONE Serbs L000, 1500, 2000 and M Non -impact Resiatmt Aluminum L A Y3 is 1: d a44 sine Mile. widows wd Patio Sid Gksa #rave not been for use in _ r sire.. -plat Doors thmasted 1 bgsprtwt dialatea p�vt?19lea.mat e>Ked frg7S'.Ikof. the nAitS tliarmetar as rogWrad. Mtr'rRana Tams (BICWaN ON Dade D3ea1tI0S) Or 1n Wfnd-aerie Datxa R000m as - deffrttd inure 2001 tondo Building Code, 2W Rana cue tg C.osk-RuMmg mil 2004 '. Fiodda Kdd#V C4da-RasldNdiar and #nl oat be wed in the KVNL lmppd Assistant: Aluminum 10)T1ae tWe+'ahRA.ftFrirnMgndogr,E-ymd logga3DQFa Litat nRd lr itfAal2 l 4 rot iYmantt t>ssatl a' and PaHeMULESIONE Swiss lSl16V D000, ISM, oom mman �;n wWir Regions as Wmat! o the 2001 Florida Sulding Cork 20G4 FWrida Building Cado-SWding and 2004 cade tYiaCd 1°aa43tea WdtFHm Florida &dingC�e•RaddnrRial that ieolAd• the e High V*cffy Hurnaterre Zanres Prato rode s1f c4ePFregaWer riSYdlF #gQ #sw;{loswwe u d negatwe (Bruward andentrdes) da Ronda Builditg coda appmvW shutter assembly is DrawingNO. FLEX20100 :11,w rYityiiedaAtdi7lsSetsigrets. i by�ike Erbudar for irs atiplNed to protect atg+W>ttaw a the building isfly designed as Encbsad to Mikstnna�rli rat li i7!pisrdas .f oaf eatrda on wish applicable Ric Cods 5ecdorm Sheet 2 of 2 I I Rgwn prepared for. Traeie Sproles (finertek BIL SBMKO) on 9/23,2005 2:24:04 PM =-_''VL 4! AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the Product Covered described below herein when made in accordance With the authorized Listing Report, including Man ufacturing/Maehining Specifications, and under conditions set forth in the Certification Agreement and Listing Report, including Manufacturin Machining Specifications. This authorization also applies to the Multiple Listee modem) identified on the correlation page of the Listing Report. Client Number 35315 Report Number: 16742.4A, 4B, 4C, 4D, 4E, 4F & 4G Evaluation Center: Etmendoff, TX 78112 ApplicantlBasic Listee: 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 E1886 (2D02) ANSI / AAMA INWWDA 101/€S 2-97 State of Florida Product Approval Rule 9B-72 ASTM E1996 (2002) This document is the property of Intertek Testing Services and is not transferable. Only the Applicant may reproduce this document The Certification Marks) may be applied only at the above noted location of the Party Authorized to Apply the Mark(s). This document supersedes all previous Authorizations to Mark for the noted Report Number. +wr� emit ° anlfrw Mr a"WhO* AR: �zr Page I of2 I%dda Extrados International, Inc. I IZ634 I Rev: Sep 23 2005 1:29I'M I _-_-._,.._.-.. .._. _ _.. --- EVALUATION REPORT ---- FLORIDA EXTRUDERS INTERNATIONAL, INC. MILESTONE ALUMINUM MULLIONS FOR USE WITH MILESTONE SERIES 1.000, 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 Page 1 of2 1 Evaluation Report No. FE1I002 Dne By Woad Concrete Or Seal Between Masonry Opening Wood Buck & Mas' W.W. ---.-------.•- Bhd, Buck ethers B Others y (Buck Width) cmoe' Mi. as (Note a.o> Y Openig By Others VIEWED FROM Ewbednart 8 (Note 2.a & 2,bJi) A One By Wood 8 tv ' EXTERIOR er - Seal Between � Buck Oth s R I (Note 4.a) t7 1 Window Flange jy & Waod Buck 1-1l4' Min. $ IV -.I (Note 2,a & 2.b,11) o C _ o Embedment Shim As Re d v& Arr3ior' . q �.S Location CNote 1,n) - 5�` v 7I�/f-C.--I 1/4' Max, _II ____J6 feting $ � Rap, Shim Space 1-y r, W ,n - _ J_ -A o B Ra Stucco ^--�T W,H, a ^ By Others Shim As Req'd I I• G pry � Perimeter (Note 1,0 07 O E Seal By Others (Note 2.a I E. 2,b.U1 I 3 AnchQM" H § Between 1d F ' g 6 1 .,_..._ ....-.......-..Seat erimeter • le orb' _ Window Flange Seal By H•.tfog g' & Wood Buck Others Ran• rn >3 I ELEVATION (Note 2.a & 2,bdl) aI 9 � 7 (Nate 2.a F.H. A o s & 2,b,ii) � (Frame F.W. .; .. Height) I --- (Frame Width) - .... � i i & I 4 (Buck PARTS LIST Stucco BY Others Seal Between Height) lu � 1 Head - Flange Frame &ot�s'Buck � pening SECTION s-LB. �- Concrete Dr 41 1 2 T&-Flange Frame Masonry Opening By Others t-� _^ ,SA 3 Jamb - Flange Frame By Others (Note 2:a & 2.b,11) E Perimeter 4 U RAN -Sash -°, Seal By 2 5 iamb - Sash ° • Concrete Or t4, Interior ° '° 6 4laziw Bead . Masonry Opening I 8 CFlnlsh By ❑thers .51. By Others 7 [nfazing,-Sae Note(B)arxl(C) 1-3/8` - /8' It L2'iD�.jj>,-.,._ 8 3/161 Dia, Flat Head Concrete Screw Min, �- - i b i 2X4 2X6 2X8 Wood Buck with minimum wWi(rig ad n shear or 1 ' .. Q t 4 ) 1 �o v Q 0 1130 Its oil 1r4"embedment. See Note By Others (Noe .b, L and S � I 14 Q ! 'rf - (1) on Sheet & Notre 7 on Drawing Dne BY Woad Back 3y Others •� - 'I - -� ° Q FLEX20100, (OPTIONAL) (dote 4.a11.2 & M> G Q ..`7, .. 9 #IOFtataHeadWaodorTappingScrewd 4 � a with a minimum embedment of 1-B(6' 9�$ f v . L '.. IQ . 4 Into "Structural Two By Bud( or ... VFraming". See Note (L) on Sheet 2 and o ." N Note 8onDrawing FLEX201tp- SECTiaN A -A ALTERNATE Shown. 9tss Seal between window Precast Sit( by others, Dom 3102/47 flange & precast will. Configurations may vary, 10#8 Fiat Head Wood or Ts iingSorew applicable to Section B-B for installation With two So"MS w/Vuikem 116 adhesive with aminlmumembedment ofSW b,.v with or w/o onr�by woad bucks. Oh�rR)H sealant or approved equal, SECTION A -A into the -CneByWood Buck' ,San (Note 2.b.1) Note (K) on Sheet 2 and Note & on Robed Associate,.4975ZE 19.Li enseJ. DISCLAIMER: The FL License Na. 49752 GENERAL NOTES Draw rQ PLEX20100. purpose of ohs (1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2. installation drawling Is to present the recommendations fargle (A) Milestone series IOWSirgb Hung Aluminum Window isven shaven. Aso applicable to Mllestrns Series 1540 and 2000 single Hung Aluminum Wlndlws, andxxa9R fl e, epnCra6e screws, wood �1.4 hurs {B) Drawing applicable to Non -impact Resistant glazed windows, screws, tapping screws and Vuloem ..•- t>at+ (0) Production Glx dng may dinar from that tested as allowed by ANSI/AAMA/NWWDA I0Vl.S, 2, IOVLS. 2(NAFS or AAMA(WDMA(CSA 101A S, 2/A440 and applicable Building Code. Sea Note 12 Struclural Adhesive (or other approved A''; and 13 on Drawing FLEX 20100 for further details. equal) as applicable) to achieve the design � . (D) For Fastener Location & Quantities we Sheet 2 of this drawing. See Note (H) regarding deviations. pressure specified on the fenestration : 4 : (E) concrete scow edge dietanoe measured from edge ot conoretahneou ry/block to oented'gee of concrete screw must meet or exceed 2 IW, Minimum size arrdembedment per Parts List, see product as required by the 2001 Florida Note (H) regarding deviations. Wilding Cam (PO" Seddon 1707.4.4, 2004 �1 Wood screw edge distancemeasured from edge of wood to oerhterfine of wood artappinJ screw moat mador exceed t^. MidmtAn size and embedment per Pasta LkL See Note (H) regarding FBC-Butkfirtg, Section 1714,5.4 and the 2004 = fW' ''•r7n'?,{L RecommandMton reg:+rdiny3tlashing, FN'v`C' {;) Not used. .' " , r smlir� wants or ottner joist sealant 4 •, (N) Arty davration less than the minimum requirements stated must be approved by the meactlacturer or engineered by "attar" Design Pr0iee810ml in accordance with this applicable Buk tg Colo practices does riot constitute a warranty and Product Approval, e#WF expressed Of Implied. Drawing No. FLEX21110 Sheet 1 of 2 FASTENER LOCATION TABLE (see Elevation View Sloe Code Buck Concrete Screw Localon WidtT He' t Head Jambs 12 18 118 25 A, C D, E, F, G, H, l t 3 1 1 8 B 7 18 3 3 A C D E F H I G 14 1 18 /8 4 9 SIS A, C F 1 D E, G, H, 1 45 8 1 1 !8 55 1/4 A C D E F G H. t 15 18 118 62 A. C D, E, f G H, 1 16 18 118 71 A C D E, F, G H, I, J, K 17 16 IR 83 A, C D, E, F, G, K 1, J. K 11,I2 25 Ire 25 A, C D, E. E, F,I G, H, , __'1 -H 1H3 M 25 IR 37 318 A, C _ D, E F, G, H I 1H4 251/2 49 5/8 AC D EFGHI 1H45 25 1P2 55 114 A, C D, E, F, G H, I 1 H5 25 1/2 62 A, C D, E F. G H. I 1 H6 25 12 71 A, C D, E, F, G H, 1, J, K 1147 25 1/2 83 A C D E, F G, H, 1, J, K 3H2 3H3 29 1/2 29 Ia 25 37 3/8 A, C a A, C D E, F, G, H: I D, E, F, G, H. I 3H4 29 112 49 518 A, C D, E, F, G, H I 3H45 29 112 55 1/4 A, C D E, F G H i 31­15 29 112 62 A, C D E, F, G H, i 3H6 29 1/2 71 A, C D, E F, G, H, 4 J, K 3H7 29 IQ 83 A, C D, E. F, G, H, i, J, K 22 38 25 A. C D, E, F G, H, 1 23 36 37 3/8 A, C D, E, F G H, I 24 36 49 5/8 A, C D, E, F, G, H, 1 245 38 55 1/4 A C 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, I, J, K 27 36 83 A, C D, E, F, G, H, t J, K 482 47 I 25 A, B, C D, E F, G, H, 1 483 47 37 3/8 A, B, C D E, F, G, H, 1 464 47 49 5)8 A B, C I D E F, G, H, 1 4845 47 55 1/4 A, B, C D, E, F, G, H, 1 486 47 62 A B C D E F G H, 1 486 47 71 A, S, C D, E, F, G, H, 1, J, K 487 47 83 A. S, C D, E F, G H, 1, J, K 32 52 118 25 A, B, C D, E, F G, H, 1 33 52 118 37 3/8 A, ElC D, E, F. G H 1 34 52 118 49 5/8 A, B, C D E, F, G H, t 3 _4_5 _ 2 1 5 /8 m1(8 55 114 A B C D G __E F H 1 35 52 62 A, B, C D, E, F G, H, 1 36 52 118 71 A, 8, C D E, F G, H, I, J, K 37 Nota 1 52 1/8 83 A, 8, C D, E, F, G, H, ( J, K Notes 1) Only applicable to Series 2000. FASTENER INSTALLATION INSTRUCTIONS - FLEK21110 9 3/16" DIA. CONCRETE SCREW WIrN NON-STRUCTURAL ONE BY WOOD BUM � Ir (i) Where window is Installled in an opening with a non-stnxtural one by wood buck for the head and jambs and masonry or concrete +p . ristalat on s as for cuss; sit installation 1 I ' • At the head 3 26" diame6sr i to 2-14" ZI .g and lambs, use e concrete screw of outfitter# achieve mirrimum tanbedment of tarn / / v Into m or nc I r sorry rig a co .reties. See "Parts List" an Street 1 of this drawl for concrete spew size embedment and road o � si S F') ``�� I ra FLEX20100,N 7 r U ra ent5. Seeate for add anal concrete Screw Uirements reQraD$ • At the sill, apply a Stnxaural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 for the full length of the Sit. .Q ,p •I* (3) See fastener location table this street for concrete screw lo0atbns and arry ad"ortai Installation requirements. u. (K) Any remaining factory applied installation Fastener hole in the head at locator "B" not used for concrete screw installation per the fastener location table strap be filled Y fth a #8 wood screws of sufficient length to provide min. 5/8' embedment Into wood buck. See I of for a l IiE9Q i additional "Parts List" on Street this drawing wood screw Sze r# embedment requ remeihts. See 0 00, Note 8 far ddlahal wood 912 r t screw requirements. os X #10 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK(MMON A A 5. M i Epi + ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION 5-0): to.9E M (L) Where window is installed in an opening with a structIval two by wood bud( for the head and jambs and a masonry or concrete m 81 sill, tnstalatlon Is as follows: • At the head and jambs, use #10 wood screws of sufficient length Ito,achieve 1.3/8" min. embedment into the two by wood � as 8 2 I - m buck. See 'Parts List" on Sheet I of this drawing for wood screw size and embedment, See R E M100, Note 8 for additional � � tit 11 wood screw requirements. i� ^ `n 4 At the sill, apply a Stnx'turel Adhesive Sealant mewing the requirements of Note 2.bJ on FLEX2010D for the full length of the Sill, n 1/ (14) If a two by and one by wood buck are used together (See Section A -A Alternate, similar for Secton B-B), then #10 woad screws of suffklent length to achieve 1.3/8" min. embedment into the two by wood buck will be used and the one by Wow buck will be secured to the two by wood buck as required in Note 4.a.14.2 on drawing FLEX20100. (N) # 10 wood screws shall be installed at all factory applied Installation fastener hole locations (0) Woad screws shall not be used to fasten assembly Into the end grain of wood. a DESIGN PRESSURE RATING f& F8C CODE COMPLIANCE rE"v1iEU FROM EXTERIOR (FASTENER LOCATIONS) qu Iar dy lilies four next larger din fastener iratal Lion able, use fasterl� ., -..-.-��--F,W. (9) Installations deplied in these Instructions acceptable for design pressures to 70 PSF for the window sizes shown in the table, Design Pressures (D.K) are c �: o .. 3/m/97 FA positive and negative. Overall window assembly design pressure may be less HIS ) j C than that shown in the fastener location table and shall toe determined in Deane NY; PJA 0 J F,H. F H / ELEVATION accordance with Note 13 of FLEX20100, cled"Dn JN (R) Producdon Glazing may differ from Mat tested as allowed by ANSI/AAMA/NWWDA 101/I,S, 2,101/IS. 2/NAFS or AAMA/WDMA(CSA 101/1.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further details. (S) Two by Wood buck andjor framing at the head and jambs to be secirety fastened to transfer the load to the masonry. concrete or other structural substrate per the FK and the engineer of reecord's details as applicable, See FLE G0100 Notes 10 to 15 for additional FBC Cade Compliance. (T) , ing No, FLEX21110 Sheet 2 of 2 Report No. FEII002 Revision 2 (t,E A- 9une 28, 2006 p iy a� oo:'=. • _.- 1 '_ V STAY f°#k �. E.► ,. -FRAME WIDTH CF,W.> 1/4' MAX, N MIN. EMBEDMENT CenterUne of BUCK WIDTH (B�WJ �-'��- SHIM SPADE (Wood Screw) Fastener' ,� I TWO BY WOOD Ref. SEAL. BETWEEN SHEATHING TWO BY WOOD SHIM AS REWD, BY OTHERS I ^o WINIlOW FIN & BY OTHERS BY OTHERS (Note lb) �CNote 4,b) SHEATHING (Note 4.4) ffi (Note 2,a & 2.c,N) i g i(j(j 9 8 NlIM oteAl.bREO'D, 6 1' MIN. EMBEDMENT I� � � � y 7fs STUCCO -- (woad Screw) � �-.-_. DETAIL A 2 u BY OTHERS 1 I iF4` MAX. SHEATHING c 7SHIM SPACE BY OTHERS Dimpled Area on PERIMETER Attachment Fin o ;a Z Attcchment SEAL SEAL BETWEEN Fin -- {•we --J BY OTHERS WINDDW FIN - (Note 2a & 2,c:ID 1 3 - &SHEATHING .G 3 ,a i PERIMETER g g � � >_ (Note 2.a & 2:c,sl) Wood Screw or Hui! Head must he y Z. I 6 SEAL BY OTHERS in full contact with Attachment Fin. I tr P (Note 2,a & 2,r.,ll> STUCCO BY OTHERS Cen'.ertine of fastoner shall be aj ; 3 approximately 9/:32" from edge of A E I GENERAL NOTES SECTION BBB Attachment Fin. 3 o (1 to 1'J) Sae General Notes Drawing FLEX20100, 'd m 3 Sheen &Z DISCLAIMER: T, p.txeae&n ass ma-vrsma�l,n. . E I (A)Milestone $ MsitgtleHung Aluminum „Wwk�9fw.opowOaM,,,;,,�e �appl PARTS LIST , �f Window is shown. Also applrmble to Milestone Series .drw..tl+a,l.st9nlra ,m3e sus W tin. as,ec+,am. aW t aatawb,ai by 1 Head - FinFrama g z � 1500 and 2000 Single Hung Aluminum Windom. silo 2001 F.rQa a gate 0'1& (Frcl seawn 1707,4.4, tow eec:-ernwt,6 s"W. 2 � - Fin Frame FRAME HEIGHT CF.HJ 1n4.5.4a+dvw2Wf4 .-Rapd,mum,s00t R6t3.a. R.*m 0dfa.s (a) Drawing applicable to Non-ImPoot Resistant 'Vwa.9 arat 3 Ja - Fin Frame ire, y.alae4txmu.t prou:>a;s out err)? G? BUCK HEIGHT (B.H,) Ww.p rej wnsl+tuta a ware ewer vwassed a amp ew L t 9 lazed wdndaws. my _ 4 I Rail -Sash /� (C) Production G lagung may differ from the# tested as 5 JambySash /1 \ allowed by ANSVAAMAMWi OA 101A.S. 2, 101A.S. F iR INsTALIAT70N IIiS11111M IONS- RM aIIi0 6 Glazing Bead t ,J 2MAFS or AAMMAA 101A.3. WA440 and #9 VMOD SCREWS' 7 Glazing - Soo Note IS) and (C) �^--^-_-•� Building Code, See 1 applcabl6 Note 12 Wrd 13 on 3 #0 Pan Head Wood or Tapping Screw Drawing FLEX 20100 for further datahk.Seefor with a minimum embedment of l'into sheet 2 �$ Wood SaRvr Ire6taifatga f rter dDrt I ner C�uaniitles and $pain sea Sheet 2 g (L) #3 Wood Strew r be of suf Jsrrl: W%A m achieve minimum 1 tla sintCilllal wood substrata. Sea Note of this drawing. See Note (H) regarding deviations, embedment of 1' into U* two by wood framing. & Detail this drawing and Note (5) Wood screw and nag withdrawal values used to (M) See Detail "A' for a mxImabe bastion of the woad so,ow on the 4.4 PP 4,b & 6 on Drawing FLHX20100, r wi generate the fastening requirements are based on attachment fin, 9 Round Head Deformed Shank Nail %> q Spruce•Phe-Fur with a Specific Gravity of 0.50. See (N) Wood screws shall rust be used to fasten assembly into end grain of 2 with minimum (11 GA) d robed ent of Ir Naha (W) regarding deviations, rvoai. and rr of �nkt PERIMETER (F) Wood or tapping screw edge distance measured structural wood ub SEAL from edge of woad 1. .iodine of wood or tapping 1 ths abet cod substrate.See NISas rawi Sea Note DaAe: 1 TERIOR this scale: Detail Aon this drawing and BY OTHERS Dena 2EFINISH BY screw must rneetorexceed 1". Minimum size and(D}and size Dawn(Note 2.a &, 2.c.N) and (0) Nails shall meet the fallowing requirements: Notes 4.b & 9 an Drawing FLEX201 UO: pricked my: x4 emba HERS screw" era per Pans Lis#. Sea Note (H) r e • 0.113" dramWx or greab sr, e m . sufficient length to achieve minimum embedment of I 7/8' Into the two by wood framing Robort3. Amwaso, P.E. ( Neil edge sister ce measured from edge of woad - - (generally, nail 2 3/8' length or greater she meet this rege imnent), and FL Uaahse No. 49752 _ _, -. _ _ __ _, __.__ b cenlertina of rid[ mu&#meat orexceed 9/46" or 5 .helical (screw) or annular (rang) shank style only, Imes Shank Diameter, whichever is ;anger. Minimum (P) Manufacture's nails meeting these requirements are (but not limited to) the folks nlg; I .AWES 9 8 size and embedment per Parts Ust, See Note (H) . Pasiode deformed shank Frail, No. 404947, 404537, 65MI1 and 650148, '* „ .•"• regarding deviatiots. . Du -Fast deformed shank nail No. 325. , q�'.. , •• �. (N) Any davlaaon loss than the minimum (Q) Spacing of ned& shad be: STUCCO requirements sestet must be approved by the .41' from each comer ofthe head, SRI and jambs, and BY OTHERS manufacturer or engineered by 'other' Design •evontY spaced behvesn corner fasteners and not exuxuling the fallowing O.C. spsdng ` • ft a W O.C.0 TWO BY WOOD Profaeslonel in acead�oe with the epp0tab]e ) 4 0.C. SPadng for she jeFrOs & SDaCing for file tread & SIN at 51 P� 0 70 PSF, a �, SEAL BETWEEN b) 7' o.c. sl acing for the jambs & 9" a-c. spacing for the had & sill at 56 P$F to 60 PSF, or . O ' BY OTHERS Building Cate and Product Approval- WINDOW FIN h ,•` SHEATHING <Note 4.b) Ali field c) 7" D.c. spadng for the jambs & li" D.c. spacing for the tread & silt at 51 PSF to 55 PS'F, or P ...,,,,.+•', "-. & SHEATHING (t supplied hobs in the frarrre (g required) will t As BY OTHERS d} 8" ac. spacing for the jambs & 13" o.e, spadng for the tread & silt to 50 PSF, x�4 - CNote 2.a & 2.c,t> be 3lte` in dlameterfirare wood screws or the shank "A" A„ 1r4 ' . see Detail for approxmare facadon of tfte nail on the attactimet fin. •,., diameter of Me nail rounda(f up to the next standard SECTION A -A 1" MIN. EMBEDMENT designation drmbit suc (R) Nails shall not be used to fasten assembly into end grain of wood, (Wood Screw) (J)Wood Sam," and Nails SHALL NOT be milted to Drawing No. FLEX21120 11 fasten the same assembly Sheet 1 of 2 s g•• • • Tgp• • - • • • • ••- ea .1000 & I30e e« . o1iq, mmn eh r E. b..tn.of .d Bin w t,a.fl .Hon to Ve 4 m 2 412 4 no 2 --A-", X _t_ 4._......,.,......__ --ao mT...-......,._. 2 _.... 2,._.. Al 4 Y" 1 47 4 Via 1 52 Its 4 1 M Et L E1 13 Eb II.Wladnn aw . 25 1 112 N. 14 Ma 21 118 3 718 2 37 3/6 Ia MB 33 M2 3M z 49 US __I 11/2 __a1T Nanat6 443/4 a7m 2 55 1/4 1 W Na 2e U4 W N 3716 z 92 1 12 7 99 32618 SB 118 3 ]tB 1 7 1 1 1i2 7 a are Al bra 67 178 a . re 1 83 1 112 28 310 53 W8 79116 3 7/e 1 11 iRit.r Wrdd, EhrB remerlhwdH.W&stniy.j imbiraa.a Dui. 2312 4 2 27 112 4 M 2 31 W 4 2 36 u2 4 - 2 344s 4 V. 43 IQ ..--Q.- _ Y.. ._..- _._ I ._.-. 4712 4 yea 1 HNaht Et 1.1 L2 L3 I Eb - rmr.a.a.n awe, W 27 rz 1 rz N a u 1 &A 23 N6 3 7/e 2 X12 112 N. 19W 31&S 37118 2 4312 112 Na 23-w 3BS8 371, 2 4712 112 rv. 263'8 43 us we 2 51112 1 t2 ,VA ZT3re 47 Us __a 37/L _ 2�-- %N2 112 Na 31 as 55518 37/B -2- 71 V2 1112 193?e 433/e 67510 3M ­­ 1 $3 112 1 A V2 1 34 W 1 rA &0 79610 3 7/e 1 Fastener Location Table Notes: Al atdea2000 eomm.di w Ida. Eh / s, c wr .r r1hh. rb.d Sala W tl. Iwj. a.a to is 4 a 2 n12 A 2 29 12 4 no 2 4 .-_._.....-.. ...M_. 2 .. A7 4 V. 1 47 4 Yea 1 sire y.a 1 MhMem Et Lt LZ L3 Eb haaal.•wlowe. 25 2 Na 14 V2 201/2 412 2 37 3(8 2 Ne 2n M2 33 4 W 2 49 5M -R N. 25 V2 45 "W1 .._. M 114 2 Na n M. 51 4 V2 62 2 16 32112 $7112 44,12 t 71 2 26 41 112 55 M,2 41?2 - 1 43 2 26 W 12 78112 412 t widJa Eh i L`s Oenft - W thud & elU ty..1,h.) t.rpI on awe. 2LM 4 ro 2 27 V2 4 r" 2 311/2 A m 2 W 112 4 ro 2 12 4 vas i 43 VZ A .............«....... Yin ..--....-.».,..... .-..-- 1 -.- 47 V2 4 yes M1Aaht I Et L1 L2 l.3 Elo ln.hnasoa ows, 27 W 2 Na 161/2 23 412 2 351.. 2 M. IV 12 31 412 2 431,2 2 NA 23 Ia 3e 41/2 2 4T" 2 .w. 2612 �41/2 2 61 12 2 m... Na 27 v 47 _Z/2_ _^ 59 M 2 Na 31 V2 W 4 M 2 71 V2 2 26 4312 67 41/2 1 S312 2 # 26 55112 70 1 412 I 1 DESIGN PRESSURE RATING & FBC CODE COMPLIANCE (s) If exact window size is not Buck & Frans in fastener location CenterUne Width A14W Istria, use fastener locations Of Head listed for larger next la size, Eh h Et (T) Installations depicted in these -- instructions acceptable for -- i 1 design pressures to 70 PSF A l for the wl IrCdoW sizes s. h own T / � /' L1 in the table. Design � L2 Pressures (D.P.) are posltiva Buck & I and negative. Overall Frame L3 window assembly design Height I i pressure may be less than 70 PSF and shall be determined in accordance /H / Eb f il with Note 13 of FLEX20100, t L (U) Production Glazing may differ from that tested as allowed Es i Es by ANSIIAAMA/NWWDA Centerline 101/I.S. 2, 101ILS. 2/NAFS Of SRI � a ,n,l / � � orAAMANVDMA(CSA WMdow Stze ppo bnrty 101ihS, 21A440 and >36' to 52-1/8' Wide at Head & Siti t applicable Building Code. >59-1/2' to 83-1/2' High at Jambs See Note 12 and 13 on Drawing FLEX 20100 for Buck & further details. Frame (V) Structural two by wood buck - Width -•� andlor framing at fine head, sill and jambs to be securely Eh Eh Et fastened to tmnsfer the food to the wood Structural substrate per the FBC and i the engineer of record's details as a PPricable. L2 M See FLEX20100, Notes 10 b Buck & 15 for additional FBC Code Frame L3 Compliance. Height ___jI 1) All dimensions shown taken from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct toble above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. 1 or No. 2 illustrations at right- The applicable instollotion itlustrotion is noted in the table. 3) Install the No. 8 Wood or Tapping Screws of the locations shown in the table. Toleronce is + % -- I1% 4) An instollotion fastener is only required of the centerline of the head and sill when indicated in the table as "yes". If "no" an installation Easterner is not required at the 1 Y uicenterline of the head and sill. q 5) This table is NOT opplicable to the noiling option. See Notes 0, P, 0. and R for nail installation locations and spacing. INSTALLTION No 2 a Window. Size AaollcablUty to 36' Wide at Head Silt i to 59-:1/2' High at Jambs Data# lY(lafee Scale:] Dra•ra my: R11. checked Or, 111 Drawing No. FLEX21120 Sheet 2 of 2 DEDANSCO 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 0! Ln w 0 4 OCA t Dyo 1� in 1 Z am�� � & M 00 �q) F O M' Z Z En E 1-11 w � ~ WW z o 0 mi to F- UJ Uw _I OQ L.1_ LU ` ' J W aCL m ICL 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 12MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SIRUCNRAL PORmON OFTHIS DRAWINGONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, liC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO, SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH W ® 1,90- •-•'t ar-4 (t V H D i0 V-4 V-4 N I L0 I O .M-4 11.0 V-4 2 a N a cq c,n 0 rn 0 I 9 LL SHIM AS RE'Q'D PARTS LiST TWO BY WOOD BUCK OR (Note l.r,) , Head-FVangeFrame FRAMING BY OTHERS (Nate 4.b & W) SEAL BETWEEN 1 1 2 Sal - Flange Frame n E 3 Jat1b-F' d g 8 ; DOOR FLANGE / 4 HHead-PlaneaFrame , Note 2 aI & 2,d.111) 5 Sil-Panel mL g .9 ' g TWO BY WOOD 6 LockStle-Panes o SEAL BETWEEN 2 2 I cr BY OTHERS 7 Interlock -Panel HOOK STRIP & � .3 R m 2 SHEATHING BY OTHERS (Note 4,b & W) 8 Hook§tr ---� 8 (* FASTENERS SHOWN WOOD BUCK W .- 9 lazin - See Note ( ) and M IN SAME PLANE Fall I ( t 2.a & 2,d.li n Noe > N 10 3/i6" Dia. Flat Head Concrete Screw wth minimum CLARITY gNLY, HgDK !f4' MAX, STRIP ANCHOR MOLES SHIM SPAG workng load In shear nt 180 Una at 1-i/4^ embedment. SPACED C APART ON 1 1/8' MIN. - s See Note (K) on this drawing and Note 7 on Drawing EMBEDMENT OPPOSITE FLANGES,) 4. 1 FLEX20t00. (TYPJ 11 #8 Wood or TapDinD $crew wth a minimum T y p, 1 1 * i3 - i embedment of 1.1/8' into two by framing, See Note (P) $ --'s on this drawing and Note 8 on Drawing FLEX20100. h 8 ffi 1-1/8' MIN. 12 #8 Wood or TMOng Screw with Plastic Inserts (Note 8,j o 7/8' MAX, Euv al on FLEXAiIOO) at a minimum embedment of 7!8" into m STUCCO OR SIDING EMBEDMENT the concrete sit. See Note (0) on this drawing and Note �. � ,� 3 d 8 on Drawing FLEX20100, g C t � .- ,X BY TONERS � .v a si y a t 1 �� - SHEATHING .o-'o 111 }31' DITHERS PERIMETER o 9 o SEPL BY t A-_ HOOK STRIP �z�.2 k OTHERS (Nate 2,a DETAIL & 2,diiL> A -'+-•'-S.G,D, WIDTH 1/4' MAX. SHIM SPACE SECTION A -A I 1'-1/8 MIN. S,G,D, EMBEDMENT b i HEIGHT I TWO BY WOOD I BN 6 H4.bS& / SEALANT to W) B B � REQUIRED CNote 2:n I � & 2d.li)3 m SHIM AS REQ'D. . A moo^ SHIM AS fNote l,c) EXTE ID EVATION Dam3102107 REQ'D 2 PANEL DOOR SHOWN SCalg NT4 (Ncote � CSEE NOTES CC), <D) & CE)) 9y: 7H Chackee i 1/4' MAX��-7 P Robert 3. Amonrso, PA. p 1 Q SHIM SPACE f V2'd FL License No. 49752 //M DISCLAIMER: The of this -rL pupose 1 6 SEAL BETWEEN InstallationdrawirgIstopreentthe ,t of Met . b } n d n a 9 ODOR FLANGE manufacturer's reoommendattons for #1 ... ancnarage [i.e., concrete spews, woad .�4_ 4a - te'- %' d & SHEATHING strew(and tapping szrews) to acKieve tM : 9 •, (Note 2.a & 2,d.)II) 1 h' d n a v desgnpressurespeifiedanthe b EMBEDMENT feneWaltlan product as required by the , 0 ` 12 1-1/4' MIN, 2001 Florida Building Cock (F54 Section 1714.5.4, Section PERIMETER ng. I 1Q SHEATHING ndMe Wf 0 SEAL BY BY OTHERS 1714.5.4adths2004fi5CRasidetal, «�#,'• 0 Remmm,sealants `, APPLY J UNDER --- CONCRETE OR �-. JA > �.'. OTHERS STUCCO reUbngflash. regartling Oashtlg, seafig, sealatns or ',r.. L. f (Note 2.a & 2.d.iii) OR SIDING other joint sealant practices does not ♦ - ""'„'�' SI ET SILT UNDER Sitt OR SET stLL IN BED Or CONCRETE (Note 2-d.iii). MASONRY OPENING BY OTHERS SECTION I3-B consttuteawarramyeellererpnesaedor implied. Drawing No. FLBQ4111 SHIM AS REQUIRED (Note 1.c). BY OTHERS Sheet 1 Of 2 Fastener InstaBatiortChart GENERAL NOTES t) -- I B@ Re uaetl Quantltle•o}Pas}enara .. I else coca coafr9amao. was, Hoi9kf Jamb Head sD Hoot strip (1 t o 15) See General Notes Drawing FLEx20ID0, Sheet 1 & 2. . (X I . e wvs xo, a vV8 3H6' as o. s Ws (A) Milestone Series 1000 Sliding Glass Door is shown. Also applicable to Milestonee Series 2000 Sliding Glass Door. a068 O,. - at on ' ?kX CX;) 4k 80 _ 9 - 8, ,_ 8 6t168 x`x, ti7:.zd "s'o""�_ _. a_._.,. 6 .3.q,,,i_..i..,_._B_ - 1 (B) Drawing applicable � Non -Impact Resistant Slid€rig Glass Doors glazed with 3/i6" fuly tempered glass. See Note M, N 1 stag xx ox N 72 80 8 e a , e (C) Where "X" represents moving panel and "0" represents fixed panel, approved wnfiguratons are as listed on the fastener Installation chart In goes xx, ox. x0 as_._.__ &?.___....�..F_.m_ to _,-a tDo}_, &�._. -, on Street 2. i-10068 ' XX, O%, HO iz0 ao B '1~'12'-'� , i s ,: 'p ( h I n" it D I cod radars sued On c sh n o A" "B B" S "'as. x. ox (} Not al Igu tine fastener hart are own orb tills drawing, owever ..staff at n s(tcbo s A , &Hook trip Deb r b X __.� 60 4a 14 �T6 3 DO 1A � 8 j8080 xx ox xa �z e I I ion of all a 9s to I 4 ,o apply to nstalat ppovedmnfigurat€ors � �� 9080 7X. ox. xo s6 e6 to - _ t o ___ - _§-0)_. ,__,_ JjR-1 (E) For pocket door configurations, use Closest' by-pass door sine and configuration in the chart to the finished opening of the pocket door, 160i14 XX,O%.%L1 12di w __..,.. _. 70 12 8 21 70 g� so, a3 xx, ox. xo 60 120 z 1 s a 2 (F) Concrete strew edge distance measured from edge of coricrete/masonry/block W centerittle of concrete screw must meet or exceed 2114" R _ I 60,0o xx. ox x0 72 ,20 1z 1 8 + ) 12 Minimum sae and embedmenJt par Parts List, See Note (3) regarding deviations, - 80100 Xx, ox x0 96 ,2o 12 I O 5 • , 2 (G) Wood or tapping screw edge distance measured from edge of wood receiving the point to centerline of wood or tapping screw must meet T i 9Da8 oxo _ it 9 ,ra 6-9 -,- _,-, -L - - io _,__ 4_iDi1 .,„4,_,._ or exceed V. Minimum Size and embedment per Parts Ust. See Note ()) regarding deviators. . 1206E �L-PXQ_ I0 1/8 80 5 14 II 2 8 _ , E o I i5068 oxo 1e1 ±B ao - s e z e (H) AN field supplied holes in the frame (if mired) will be 311W in diameter. 90W 01ro too ,:a 10 , to 7 10 r I Wood screw W.thdrawal values used be nerata the Fastanl uirements are bated on nxe Pine Fu with a fic Gra of 0.50. ' 1 (} ge n8 ai SP SpBL MY 12080 rJ_%O 145 1/8 t78 _ 70 l4 to 3 -10 /) R.� Bee NOfE 3 rd at B. t5U ..._ O __. 101 1l9' 96 mm' -1 ., 16 M a o m y m 3 c p m m m _ 1q 1 901 W dxo 109 ±re 120 2 ID 7 z1 12 (3) Any deviation lets than the minimum regWrenntents stated must be approved by the marOacturer or engineered by "other' Design 1 b � � H 2 0o OXo 145 1a 12o 2 14 z Profess anal in akxrndance w th the applicabe Building Code and Product Approval, 9086 n 106 sB 86 5 10_ 6 it 8 �<s 'P .6 I ,2069 xxx 142 518 eO B 14 4 42-jam _.-BY•, 1 1s - 17 so""-... , e j., ...-___. M1 o FASTENER INWALLATWN INSTRUGT,I(2N8' FLEX24411 -xxXM c � a m � T2 S o 2 m 9050 106 5r8 98 - tO 1a _ s t, to ' 12080 Xxx 142 8B ge 16�_ is ,0 10 3/16" DIL CONCRETE SCREW WITH SILL: a'D'g B m - P ' 15080 xxx 176 5r8 1# 16 16 14 6' 10 i 90100 _ XXX _ 106 5B 120 - i2 ' 10 7 D2 t2, zloo xxx -' 94 is 120 12 -1' ;a , - 1 (K} Where door Is Installed to an operl with a masonry or mncTete sell, lse a 3/16" diameter screw of wffident length W achieve o Q a by c t. c 1" a m- `� fl 10069 axxc) 119 era 60 8 1z T r 5 minimum embedment ar 1-1/4' into masonry or concrete, See "Parts list" on Sheet I of this draw€ng for concrete screw size, embedment c , Pn 2oee pxxo ,4a s a ap _.. e___r_ i4 4t02} . . _, e _ and load requirements, See fi_EX20100, Note 7 for additional concrete straw requirements. M % t6088 O7fXO 181 5i8 a0 8 , 18 t9 6 16M oxxo 101 5re- 99 8 Ill a z4 ,0_. (L) See fastener Installation chart this sheet for concrete Screw quamid� and additional installation requirements. - _ _ _ - 1 _ _.._ ' _ - — i' i ri i - 1z iaa sB , "` M) Install one concrete screw in each it of facto a ied insta ab hoes u rioted otherwae on the fasteme rsta lation chart It s � 0ik3 - . QxXO - ... 3r. ___ _ 9_ _ _ ��. 74 tt (i33)_- ___-10 _ � ( } Pa ry PR I on nit� : 16080 oxxo 191 5re 96 ±o to to to 1 install 3/16" diameter 1-1/4" holes in acceptable to a concrete screw with a embedment in all the sill which will exceed the minim7m7 ' 19Di C5 OXXO 718 SB tp t2 i2 t i �._ ,-. _.__ ._,.-._.j,,... ___.....__ a _2.. __?.__. requirements of the Fastemer Installation Chart. i 120100 ,-_RoX � 14A5M 122L 72 M .� 9 a _ _ __1I.�J4) .__12 ISO W oxXo 191 sB .i0 t Is 1, 6 12 (N) AltLrrwte wnhcTete se lobe n5mt atbn t�5teriers front to back to tt1e sli flame Rlember when both LEIS of hoes are not used. loom _ X. XM_ 11T 1N _80__ 8 12 7 1 e i la � r }n ' f tl I k .. -, B -� _.-.i _ ,iL J�. ___ _..... (Oj A)I remaining spotted halal ban fastene holes the RI not tined for concrete screw insta�lat on she be a trhored with p ast 1 'xX;(a(_ �faNctoYryf 4_., D2 anchors see FLE}(20I00, Note 8. for details and #8 wood screws of sufficient 12085 1 t ,H 60 I IsOsa xxxx 18s 114 so 8 ,s 1s e ( j ) larlgth to Provide min. 7/B" in. embedment irta the 10080 xxxx 117 Ica 96 to t2 a(D2, 10 Concrete or masonry. See "Parts LLt' on Sheet 1 d tits drawing for wood screw size gild embedment requirements. See FLElQ0200, Note zaao xxxx 1 a 96 tc D3)- 0 8 fqr xroad requlremaht5. _ _ - L( �- i4 _ _ ��__-_. addttlo al screw Isom Xxxx 189 114 9fi _ .10 1 18 45 1 , m ,". . 100100 x 117 Ira 1 ,T #B WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK FOR HEAD 3AMBS AND POCKET DOOR HOOK STRIP: 120100 - .xxxx_ _ tat tr; z0 _..... 3 _...-,_ 14._ _ . 11 (Da) -_18-_ r I iW --- l,uon 18010i, XXXX lag 12 16 17,DB ,2 Rastansr 1r'I'l Chart kolas: Q (P) Where the head, jambs and pocket door hook strip is installed in a wood opening with a sbuctural two by wood buck and/o framing, use . i) In some Cases cghotels screws are only required in one of the factory applied installlltion hole #8 wood screws of SufTkdent le gth to achieve 1-1/$" minimum embedment Into the two by wood buck and/or framing receiving the paint Data. 3102/07 SCalm "' sets (i.s., a nail) eat beklg the two holes ying in a plane perpendicular to the wkM of lie doer at all factory applied installation hoes, See 'Parts List" an Sheet I of this drawing for wood screw size and embedment requirements. See frame). tD those cases designated as lOT e7 the installation than, one of the holes win receive a RM0100, Noce 6 for additional wood screw requirements. Drawn , RIA Concrete Sctaw and Lie remaining Iwbs win !>a filled in accordance wish Notes O and P. ` (Q,) Sea fa5bila trstallati0n chart HUs Sheet far #8 wAn(d Screw regWremenhts in jamb(S), treed and hook strip. 2) in some cases concrete screws are required in both factory applied Installation hoie sets. "D1' /.t� (R) Not , pro�q BY 1N through 'fl8" designates in which size & cenfigumit ns two ocrxrcto spews aro required_ The (S) Woad screws shall not be used to fasten assembly inbo end grain Df tvood. remaining (roles will be filled in accordance with Notes 0 and P, a)'D7" means, install two concrete wewa in one sof of Installation holes. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE tiroz, means, install two compete screwrs in two sets *1 installation Moles. e) "D3^ means, install two concrete screws in three sets of installation holes, d)'D4" means, Install two concrete screws in four sets of installation [roles. (T) If exact door size Is clot listed In fastener irstallat'wth chart, Ise fastener quantity listed for next larger size, for the appropriate design e)-D6" means, install two concrete screw" In eve sets of installation holes. pressu e, required, D'DB' means, 'astall two concrete screws in six slits of Installation roles. (U) Installations depicted In tfhese Instructions acceptable for design pressures to 55 PSF for the window sizes shown In the chart. Design g) "Or mear,s, Install two oorembi spews In seven sets of installation holes. Pressures (D.P.) are positive and negative. Overall Window assemb d n "D8" y e3ig pre.9sure may be less than that shown In the fasterl�' h) means, install twe coherent screws in eight soft of installation roles. 3) Location of additonal concrete screws in heed & sill should be priortzad as hollows: quaantity table and shall be determined in accordance with Note 13 of REX20100, a) First edaccim. to interlock «bust stiles In head & SOL (V) Production Glazing may differ from that tasted as allowed by ANSI/AAMA/NW WDA 101(I.S, 2, 101/I.S. 2/NAFS a AAMA/W lh,WCSA b) secondly, at each end of head & sill near jamb comer, if needed. 101/1.S. 2IA440 and applicable Bu/ding Code- See Note 12 and 13 on Drawing FLEX 20100 for further details. c) L .cation in neeadd & sal other than as listed in a & b, (W) Two by wood and/or framiintg to be securely fastened to transfer the load to the masonry, tbrirrete or 4) Location of additional comets screw" in Iambs should be prioritized as follows: other structural substrate per the FBC and the engineer of record's details as applicable. a) First, aliacent to lock} in jambs. b) Secondly. at each end of jambs near head & .ifs conlers, (X) See REX20100, Not s 10 to 15 for additional FOE Code Compliance. Drawing NO, FLEX24111 c) Locations Inambs other than as listed in a & b. Sheet 2 of 2 s) CS - concrete screw and WS =egad suety CONCRETE OR SEAL BETWEEN MASONRY OPENING WOOD BUCK & MAS'Y. EY OTHERS OPENING BY OTHERS § DISCAIME.R; TIM;xapwe.f13.k WlcI,r,* *Isa1x®matM CDNCRFTr OR manveadaxersn wridaxtns kraedwaite D.e„ mweM a mfood so % ONE BY WDDD BUCK BY CONCRETE OR MASONRY OPENING apxaeaeq,u0as OTHER$ CNote 4,a> MASONRY OPENING BY OTHERS t) - ' ,� lhP(, „ ONE BY WOOD r (Note 2,a BtjCK BY & 2,b.1D 0W.Wemua"°wnsxmSnuwai-V.d6,d. epprrza,'ether:eeamdpm�ov,a:pednalana,etemsrr48anP,ldu<zas BY OTHERS .*,Wbytte2001POW -,.� ro -BUCK WIDTH '- ._.__._._-.._ WV CONIMP,WW,1707A.4,20M � d B y tTHERS (NOTE 4,a) SEAL BETWEEN Q I il A 1 i' 1-1/4' MIN, Footold stdw Til4.6.4 and ft toot faC•Reweroll, sed,m wxo. 1--1/4' MIN, '"d' CB.WJ 1/4' SHIM .v Rmcatnwmletlpes ro9a,dk7p 6a+hila, matng, wiergs or cdt,er,teosam �EMBE]NtEMT paroles des me mmmuee a w..odr enter eq.e.*W a 1.001i � SPACE MAX G f"t y WINDOW FLANGE 1 EMBEDMENT A v. (:) SHIM AS REQ'A, (Note S.n) b c n7 I & wpOD HULK :Nate Re 1 u 2X4, 2X6, 2X6 WDDD BULK S S & cT.b,il) t BY OTHERS (Note 4.b, L and S) S � � � � h t/4' SHIM C/ ry s -�-' T i 8 SPACE MAX. CTION A -A A TERNAT£ 6 m - - -------- 1 a � `: STUCCO I. ; I BY OTHERS j I 1-3/8' MIN. EMB, For instollation [th two b 7 g wood bucks. Similar for Section B-B p Cnot shown] ;', PERIMETER SHIM AS REWD, STUCCO LL SEAL BY OTHERS -� (Note 1,a) ) BY OTHERS o E (N& 2.b.1 1 r !: 1 BUCK HEIGHT <B:H,) 4 OEt.}ERALNOTES (1 to 15) See General Notes Drawing FLEX20100, Sheet l&2- (A) Milestone Seriesl�Horizontal SEAL BETWEEN I""'A FRAME WTH, -�--^+� WINDOW FLANGE _ I 8 WOOD BUCK � { (Note 2.a & 2,€a.€i) I PERIMETER SEAL , BY OTHERS I $ c�+ '� -a I g U 'E I FRAME HEIGHT _ (F,H,) Sliding Aluminum Wintfowin XO, OX FRAME (Note 2,a & 2,b,1) h. . / HGT. 0 ,99 �f t id t 7 i+i) ! J 6 andXOXoonligumlohsisshown. (0) Drawing appfxxMe to Non -Impact B ------ FRAME WIDTH - � <F,WJ a T o e � SEAL BETWEEN 5 ites,sthniglazedwtndaA". SEAL BETWEEN" ' WINDOW FLANGE (C) Production Glazing may differ train CC�T��� ]�� �Q WOOD BUCK & i & PRECAST SILL � ^ that tested as14twedby A ELEVATION MAS'Y, OPENING BS BY OTHERS Ippy 8 1 a /VULKEM 116 J ANSI/AAMWtv4WJDA l0i/I.S.2,101/I.S. VIEWED FROM EXTERIOR ' ADHESIVE SEALANT 2/NAFSorAAKAfWDMA/tSA10W.S. (Note 2.a & 2,o.fi) ids 1 DR APPROVED EQL. CNote 2.b.D ! I � f __._-__„ INTERIOR FINISH BY OTHERS V._._.__- 2/A440 and applicable 8uldin9 Code. Sae tote I2 and 13 on Drawing FLEX 20100 for further dells. FASTENER IftSrALLATLON I14STRUCFIOMS - FLEX2'5210 (CONTiNUHD ON SHEET 2) 3/16" DL1. CONCRETE SCREW W11 TH NON-1bTRUCTURAL ONE BY WOOD BUCK: Q � g AE g LLL....JJt — (D) F« Fastener QuanBaes Sea Sneet2 N \ a v of this drawing, See Note Off) regeMk+g ti) Where window installed in an o(,enig wid7 a man-ah ucNrat one lry wood muck for the hid and S 9 P �. � - 17 deviations. jambs and maisonry or concrete 0, installation Ls as follows: d _ (E) CGnkcreFe Barlow alga distance • At the head and jambs, use a 3/16' diameter concrete Scam of SuM'xient length to achieve n p - Q Q Q measured from minimum embedment of 1-1/4' Into masor4y of conants. See "Parts Usr on this thawing for Sr O Q 9 - . . edge of concrete=am size, embedment slid bad raclukerri ts. Sea FtJ?X20100, tote 7 for additiodlal . G -� Q concretarmasooy/blocktocaderlineof concrete screwrcqulrsrerrs, d o - a - IQ concrete screw must meat or exceed 2 • At the sill, soy a Structural Adhesive Sealant for the hull length of the Sill meeting the V v �. I '0 - 17 p 1W, Minimum size and embedment per requirements of Note 2.b,1 on FLEX20100. Datie:11/14106 Parts List. See Note (H) regarding (3) See fastener quantity table on sheet 2 for concrete strew quantities and adrltbnal Installation Sralal NT4 , j t Precast lon b others. 1� PERIMETER SEAL BY -{ Y j � 1 Conf[guratians moY vary, deviations (F)Woaa artappkXJ screw edge ^oq ul remnants. (IUH«izortal 5Uding XO�OX and XOX rartfguratons are fabrcated with the rex(,Arud number of hulas Drawn . R7A ar Oterkae aye 3M UTHEKS (Note 2.a & 2.bJD SECTION A - A distance measured from edge of wood for installations. Al factory applied Installation fastener holes in the head and jambs w l be flled with Robert J. Armors P,& to Centedine of wood or tapping saew concrete so ws in accomanea with note 0) above, R LkaLse No. � PARTS LIST 1 H� dad - Flange Frame must meet a exceed V Mtnfn*im size and embedment per Parts List See via WOOD SCREW WFIH STRUCTURAL TWO BY WOOD W= see Settee A -A, ARettroee �►u ( 2 Sill - Flange Frame Note (H) regarding deviations. an Sheet 1. SlmRar for Section B•B), /,� ✓�"�f (� ''t: 3 Jamb -Flange Frame (a) Not Used (L) Where window !s installed in an opening with a struct ral two by wood buck for the head and � 4 Head - Sash (N) Any deviation leas than the minimum jento and a masonry a concrete sal, Installation 1, as foaows; 5 Sill - Sash mcluiranterrts stated must be approved the • At the head and jambs, use #10 woof screws of sutftcient: length to achieve 1-3/8' min. s 4 P 6 Glazing Bead by manufacturer orecginee ed by 'other' Design Professional In embedment Into the rm by woad buck. See'Parts, Ue on this drawing for wood screw size and embedment See FLEX20100, Note 8 for additional wood screw requirements. J��,� 7 Gf_ sung - Sae N ea (B) and (0} 8 3Isis" Dia, Fiat tread Conae(e Screw with minimum working bad in shear of accatlernca wath the 1rpplkXaDie 8uflkkng ,.'f ,� • Attie silt, apply a Shucatral Adhesive Sealant for tlne fun iengtt ref the SNI rrreedng the Na*'�;r "' +,,,... �t� ,� 780 Ibs at 1 1(a" am6edmOM. Sea Note (t) on this drawing end Note 7 era Caf6 and ProduIX Approval, 1 . toil .. requiremer q of Pb[e Lb.t on sheet f 1r w (t+t) See fastener gldaroTY retie this shetx for wood screw gitandtes and addUWna1 insthlWUOn '4,, �"i /� Drawing FLEX20100. requirements. '^" .,' 9 #10 Flat Head Wand or Taopina Screw with a minknum embedmenx of 1-3W (N) Horizontal Sliding XO.OX and XOX configurations are fabricated with the requiretl number of holes into'Structural Two By Buck or Framing"- Solo Note (L) on Ids drawing and for fnstillistions• All factory applied installation fastener holes In the head and jambs wilt be filled wan Drawing NO. FLEX25110 Note 8 on Drawing FLE(201 DO. 910 wood screws In accordance with note (L) above. Sheet 1 Of 2 (0) Wood spews shall Trot be used to fasten assembly Into the end grain of wood. SEAL BETWEEN PARTS LIST TWO BY WOOD BUCK OR WOOD BUCK & 10 1 lead -Flange Frame FRAMING BY OTHERS <Note 4.b) CONCRETE pR �g MAS'Y, OPENING BY OTHERS 2 Sill- Flange Frame MASONRY OPENING r m "� . BY OTHERS y e S <Note 2,a & 2,d,111)) CONCRETE OR ONE BY WOOA MASONRY OPENING 3 Jamb -Flange Frame 4 jt II BUCK BY OTH RS 4 Pleetl - Panel 5 SEAL BETWEEN DOOR FLANGE BY OTHERS (Note 4.a & J) F 5 Sill-Parrel j Q $ SEAL BETWEEN a SHIM AS 6 LockBlls,-Panel HOO STRIP k & O & WOOD BUCK CNate 2.a & 2.d.it{) REQ'D CNate w X � a 7 meeipek ^ Panel WOOD BUCK 9 $ 8 Hook StdD (* FASTENERS SHOWN 4 CNote 2.a & 2,d,iG> PERIMETER ),c) V) g 1hg-See NOIa (B)andM IN SAME PLANE � i SEAL BY , OTHERS v 1 1/4' MIN, a EMBEDMENT � i OO cLARIrY pNlY. HOCK w t0 3/t8' Dia. Flffi Head Conc�rete Sdsewr with minimum STRIP ANCHOR HOLES working load's, 160 The 1 1/4" i' 1/6' MIN, � 6 (Note 2,a .. D ' v' shear of at emloedmwtt SPACED 2' APART � ON EMBEDP NT -� 500 Note (K) on this drawing and Note 7 on Drawing OPPOSITE FLANGES,) & 2.d.I)i) FLEX20100. c STUCCO 11 #8 Wood «Tapping S«ew with a minimum T y p• 1 1* embedncert of f-,I8^ ido the two by from rig. gee I Q a BY OTHERS Note (Q) an this drawing and Note 8 on Drawing 8 4 -' w 5 $ 0 0 $HIM AS REWD FLEJC20106.'• 12 #8 Wood a T In Screw with Plastic Inserts (Note 7/S' MAX, a e & Y T CNote 8.j on FLEX20100) at a minimum embedment of 718' ra - E ,S I'n't 1J l,c> into the concrete SOL See Note (P) on this drewing T 5 m� I and Note8onDrawingFLEX20100• STUL'CO/SHEATHING a " 1 I 13 #8 Wood or Tapolm Sallow with a mWmum "One E BY OTHERS bv� € w 4 embedment of 5B' into the By Wood Buck`, 8 Sea Mote (0) on this drawing and Note 8 on Drawing FLFJ(20,o0. $$ O H❑❑K STr2TP Z�� DETAIL SECTIQN A —A a I A 1/4' MAX. SHIM SPACE g� I i S.G.D, 1 I/4' MIN. 1 " HEIGHT EMBEDMENT ONE BY WOOD % / BUCK BY pTHIERS / (Note 4,a & J) /f� NG REQUIRED I I 13 SEAL BETWEEN B B E (Note 2.a & 2,dfll) I MASY. OPENING 4 BY OTHERS A i s SHIM AS (Note 2,a & 2xUll) EXTERIOR ELEVATION REQ'D SHIM AS REQ'D. Pam; 3/02/07 2 PANEL DOOR SHOWN scwmMrs (Note 2 i.c) j (Note l.c) :,"" Dram B1s FDA CSEE NOTES (C), (D) & (E)) chodiaa or. 3H Ito' NAX Skill SPACE b I I 1/2'4y 1 Q SEA! BETWEEN Robert 3. AUIOVAM, P.H. DISCLAIMER: The purpose of this FL License No. 49752 Installahw7drawingIstopresenume + A O d d 6 DOOR FLANGE g & WOOD BUCK PERIMETER (Note 2.o & 2,diil) awn6acul"rommmewou"for dl► to anchorage[Le.,concraoaseenwood �`�,• saewsandtappingScrews)toad77a,ethe rr'��/p� 'O -. design pressure specified on the fen estratlm 4s' .'t e P _ b v EMBEDMENT (Note SEAL BY OTHERS C.ONGRETE OR 2,a & 2A,11D MASONRY OPENING roduct as required by the 2001 Florida * 4 Building Code (FOOL Section 1707,4,4, 2004 : 70 : FBC-Bulling,Seclbn1714,5.4andthe2004 12 1-114' MIN, �.—S.G.D. WIDTH BY OTHERS STUCCO FBC-ResidertBat,SectlonR613.& Re ehdatgnsrotherjontsuxbg, -%4" 1 0 BY OTHERS shsaling, seafaiss «other jok,r rQntaM liN, /07 '�' J13MALLY APPLY SEALANT UNDER SILL OR SET SILL IN CONCRETE OR SECTIQN--8 a expremad«Implied. a re 'y..�AL EK' ..' " SEC OF CONCRETE (Note 2.d.i4). tom... MASONRY OPENING Drawing NO. FLEX24110 SFUt4 AS REQUIRED (Note 1.C}. BY OTHERS Sheet 1 of 2 _ ..._ _ _ -..-., - a . .. _ _ d-_—__.._ _ ___ GENERAL NOTES t j 1 Fastener Installation Chart Q .9 - r, Bh• ww QemtiNa as Faasn•n eonlghlratb (1 i& 16j See Gemara€ Notes Drawing REX20100, Shen 1 & 2. akeCode Jamb Hleed sB Hook strip a wrath Hoipi t 6- as 3H6^ °s os o. a WS (A) Milestone Series 1000 Sliding G)as$ Door Is Shhavnt. Pisa apPlksbie t0 MilestOrlO SPJ IeS 200D SUding Glass Door. d a 408E xx ox xo 46 ao 4 IXI aloe 3 a ,t (0) Drawlrg applicable to Non-impad Resistant Sliding Glass Doors glazed with 3/16' (idly tempered glass. See Note CV). soas ao,-_ eo 4�, ' (C) Where "X' "0' fixed Ihstsd the fastener installation chart on M ~ I � M-9.x-xo 3 (m-1 , _ ID91 represents r roving panel and represents penal, approved eordtguratkxs are as on 6666 xx,,,, OX,,xO_ 72 80 -" 4 �- 4 DB 9 d x _ Meet 2. am xx, Ox, xo of a0 4 ad _ _ T 1 ; ' 7 t a µ (D) Not all configurations listed on the fastener chart are shown on this drawing, however installation sections "A.A", "B-B" & Hook Strip Detail 'W ,• t13 ' V g ' 5os6 1cx. ox.xo N 9a 5 3 0 3 0 to apply to installation of all approved configurations. 5 8 Base Xx, OX.XO 72 96 a 4 a o0 10 (E) For pocket door configurations, use doses[ by -paw door size and configurat on in the chart to the finished opening of the pocket door. BOBO xx. oX, XO 98 Isis 51� 5 DO 5 De I 10 - {t7j Concrete 5[teW edge distance ITIea541red from Edgl° of cdncrete/nr18$Onry/bl0dt te arnlerUne 0f tixlCrata SCreW mti5t meet 1X C9aCaad 21/4". e s9C "�'•• � 4- i XX ox. X 120 95 6 8 2 8 D2 f 0 i MI im m s e n u x and amthednigRt per parrs Lest Sea Nate r d� kndors a0100 xx ox xo so 129 e oc s 3 ° 1z 0 �0i'dLrg `�`- ( n X %O , 7 I soto0 T 4 0 2 r i G Wood o m screw asFa ached from ed of wood receryi the m tp certerirle of wood or to screw must meat or .S_,.-_ � _....., ?4,_ .. SRI __..iP..1._. ..2d4e () PPmg edge nee mea ga rig Po PRIg 0 � r 601 x xo 5 00 % OX, 88 12P a 2 Ile 6 12 exceed I" Minimum $tze rid embedment r Parts L'st. Ice Note I rd- deviations. qe ( m9 saga o 1 i a a e 1 s e If NI fend w led hallos in the frame If cared ell he 16" in diameter. 12008 O%O t46 1B 80 a 8 2 9 D2 8 ( ) pfd ( req ) 3/ 15058 oxo 181 ,B Bo a Do 12 1z a (I) Any devWtbn less than the minimum requirements stated must be approved by the manufacturer or erhg€r>eered by other- Design PrWesskxtai E 9080 oxo toe 1B 96 a J 7 z 10 in accordance With the applcable- Building Cade and Product Approval, 8 I t2060 i , , , OXO 4a B 96 S 0 3 0 10 15DOO OXO 181 Us 96 6 14 6 14 78 10 9010D oxo 109 Ira 120 a 7 2/ 7 2 I2 FASTENER INSTALLATION INSTRUCTIONS - FLEXt4110 N -O 1221 146 iB 12 2 11 11 12 ia o am _ xxx _ iqe se. eo._. 4SQ-CI__ _ V.R _-fADV _. _.- e_-..- 3/16- DIA. CONCRETE SCREW WITH SILL AND NON-STRUCTURAL ONE BY WOOD BUCK ON HEAD AND 3AMBIR § 0 `e" e, c 12fI68 X%X 142 618 ®0 4 - 9 2),,, 9 D2 8 -'- i2 m.w, , 16988 X%X 978 ai8 80 4 12 04) 8 9080 xxx 105 s g,1o/,)A 10 (3) Nall attachment of nor[-sWdural one by buck per Note 4.a.t.2 on Drawi g RE120100. ° R r _ 12090 XXX 142 W 96 " S t o s 10 a to (K) Where door is installed In an opening with a norr'structural am by wood buck for the [teed and jambs and a masonry or �crete s€ll, use a x Z . ,Soso xxx 100 ae 98 s a 54 B to 3/i6" diameter rz3lhaete screw t)f Sufftcient Iua gttn te achleva minimum embedment of Id/4" nto mBaOrtry a corcete. See "Parts List" Or1 xxx 142 5e 120 a 2 T 7 z 12 0 ° X � S 12100 8 2 17 Sheet 1 of this drawl for concrete screw size embedment and load iremen s. See REX20100, Note 7 for additional concrete strew ' $ m 1; 8 c C ° 10068 Oxx0 lie dia sot 1 7t Dt 82 requirements. ,9 l rax0 5;8 BO 0 8 (L) See fastener 4rstalladOn chart this street for cortrJeta screw quantltes and additialal irskallatlon nequinarlems, a LL ve 12008 -- _ 4 .. 1312 _. 1315 _ 1S 80 510111 gtD2),. °2 �Q.M-- 1 R'f) Install ore concrete screw In each pair of factory applied Installation holes unless noted otherwhe on the fastemer Installation char[. It IS low o)Oko 1t9_,SwB . ac ble to I stall a 3 16" (H meter co screw with a I-1 4" embedment ion all holes In the Mead sill and which will exceed the a mete t2 µXX 143 a 1 1D 1 cepta / / r jemtts oso 0 0 90 �°� D _ 1 oiiii 1 1 ,s is s to ndnlmum ►eg0bemerlts of the fastuaTier Itstallt5trorh Chart 100100 OXXO 119 Sill 120 8 2 e 2 8 2 12 {N) MtematC wncrete SCfeW irlSiAllatiOn faSkenGB fr0(IC 00 baCk in el frame I71Crr11bC1'S Whe71019d1 Lets Of h01E5 are not used. t20100 oxx0 143 5B ,2D 8 D2 11 11 ,2 le , 1 1 7 a (0) All remaining factory applied installation Posterior holes in the head and jambs) riot used for concrete screw irstalatim shah be fastened wnTh ${ 10069 XX%% 117 1/4 8_0, 4 - J 1 7 a7 ,.y-8,,.,,,,, , #6 WODd SC]BYJS Of SDf}Id@rlt €8flgtfr t0 p10Vkfa min. $/6° EfrltledmNit. kilD WOpd ixYk. S@@'Pal'i5 L€st" On $t1@@(I Df th€5 �'iltNrg for WOOd I 1200 _ AXQ 4441. vs. a _ ss>2;.,L-- Abe,,) . --S_ _._ saew size and embedment requirements, See R=0100, Note 8 far additional wood seaw requirements. �' - 13 laws i8 xxxx ,89 1/4 90 4 n D4 a e (P) AN remaining factory applied installation fastener hoes )n the sill not used far conaetle screw installation shall tie anchored with pk�ic a low xxxx 117 114 9B 6 Dc a z to 42080 xxXX sat sM 9a 5 , e 3h ± 10 03 to anchor$ (see FL.FX20100, Note 8.j for details) and #8 wood screws of sWiclent length t0 provide min. 718" in- embedment Into the Wr�Ret2 1 1 1 dust xxxx as 1/4 a6 S 5 (De 5 ,la 0 or masonry, See "Parts list" on Street I of this drawing for wood screw site and embedment requirements. See R.D(20100, Note 8 for' t0f,7DD XXXX t1T 1n4 /20 8 2 e 21 8 D2 i2 additional wood screw requirem�ts, 520E 00 XXXX 141 ,/4 120 8(DZL 97aD4i___ t�a4 I2 1 1M' "' 17 2 ry il a ,a 1a i XXXX 189 i2a a 2 D8 17 #8 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP: Fastener ttrebtuatan Chart fklus= 1) Insome cases con«eis screws are any required in one of the factory applied inallation hole (Q) Where poet door hook strip is Installed In masonry opening with a strutttaal two by wood buck and/or framing, use #8 wood screws of aalle 3/02/a7 sets 0.9., a hate set being the two holes tying in a plane perpendicular to the width at ffie do« frame). In those prises designated se "DO' In the UnstaRation chart. one of the holes wal receive a su ficient length to achieve 1.1./8" minimum embedment into the two by wood buck and/or framing raw" Via point See "Parts Use on Stoalee r. F Drays Concrete Screw and Ire remaining holes will be OW in accordance with Notes 0 and P. Sleet 1 of this drawl for wood screw sae and Embedment � requfranrrerts, See RFX20100, Nola 8 for adk�lorel WQod Scow requmemncYis. o .31 tlhattwd pyk m 2 Irt some Wass concrete screws are required in both factory applied Installation hole sets, rot" n(R) See fastener Installation chart this shheet for #8 wood screw requirements in hook strip. AN toles In the hook strip will be fixed with #6 wood through "t:i0' designates In which alze a, configurations two concrete scews are required. The t� screws With a 1-1/8" minimum emtladment. remaining holes wdlt be Oiled in accordance wall Notes 0 and P. (S) Wood aCfewb shall not be used t0 fasten assembly Into end grain of WOW. a)'D1" means, install two cards" screws In one set of installation holes. brD2' maaria, install Iwo cortoeta 7lcraws in two Seta of insmilation holes. c).cir means, krstali two mnarete spews in thme sets of installation no". DESIGN PRE"45TdRE RATIFIG & FBC CODE COMPLIANCE d) IEW means, instal two concrete Screws In lots sets of irlstallatp7 fides. a)'OS means, Instal two concrete screws in five sets of installation holes, (T) If exact door sae is not listed in fasln� I stallation chart, uise fastener quantity fated for next larger size, for the appropriate design f) "D6" means, install two concrete screws in six *so of installation holes. pressure required. 9)'Or means, install two cohcri le screws In seven sets ofhnstarleton holes. (U) Installations depicted In these Instructions acceptable for design pressures to 55 PSF for the window sizes shown in the draft. Design h) "DB' mattis, Install fire concrete screws m st9ht sets of Instalatiol hd�. Pressures P. are Overall window de57gn presstre may less than that sl'lovan in Hie faster5el• quantify ) positive and 3) Location of addtbnal conpate screws In head & sill should be priortized as fictow'8: sh riled )rt f REXlby ccordian Was R.NWAA 0. Prole ant shad be deay that a) First adjacent to interlock or but silks In head & sill. m t se di allo ed b b) Secondly, at each ere of head & sill naaz jamb comer, t ni eded. Qih Prodcctoh Gia2kdg tray dlifea flan Viet testetl as allowed by AP15I/AAMAJNVJWDA 101(I.S. 2 10]/!,S 2)NAFS or AAF1A/WDMA/CSA 301/IS. a) Locations In head & a# other man as fgsffid. in a & b. 2/A440 and applicable Building Code. See Nara 12 and 13 on Drawler FLEX 2D100 for further details. 4) Location of additional o tnarete screws in jambs should be pdorit'eed as follows: (W) Hook strip to be securely fastened tol transfer the loadd to this masonry, concrete or other structural substrate per the FAC and the engineer a) First, adjacent b War indamtis. of record's detaas as applicable. b) Secondly, at each end of jambs near head & oil comers, QQ See FLDQ0100, Notes 10 to 15 for additional EEG Code Compliance. Drawing No. FLEX24110 C) Locations in jambs other than as listed In a & b_ Sheet 2 Df 2 5) CS = concrete screw and WS = wood straw QI <F.WJ I FRAME HGT. (F[j,HJ L— //r XOX xOX xox - � E FRAME %/ �/ HGT. (F,H,) OX - X0 oX - XO ELEVATION VIEWED FROM EXTERIOR Fastener Quantities Table Notes: 0 1) Buck Width and Height = Frame 2) Only the required number of hol locations will be present in the fro number of fastners to be installed Width or Height — 1 ". es at the correct me based on the listed above. Ada Seale: MIS Drier i : R1A M ctiontead M' IN (P) If eat window size Is rot Noted in fasee er I stailation chart, use fastener quantity listed for neltlarger size. /� (Q) Installations depleted €n these Instructions acceptable for design presures to 60 PSF fo the widow sizes shown In the table. Design Pressu res (D,P,) are posliwe and negetive ! , � Overall window assembly design pressure may be lass Utah 60 PSF and shall be determined in accordance with Note 13 °f FLID 0300. (R) Production Glazing may differ from that tested as allured by ANSWAAKVNWWDA 101/LS. 2, 101/1.S. 2/NAFS or AAMAPACMAIM 101/1.$. 2/A440 and aPpli caNe Building Code. See Note 12 and 13 do Draw" FLEX 201M fo turm« datdlis. (5) Two by wood buck and/« framing at the head and jambs to be securely fastened to trance the bed lo the masonry, concrete «other structural substrate per the FSC and Drawing No. FLEX25110 the engineer o4 remtd's dletails as applicable,. . -^ ^ . ` .. Sheet 2 Df 2 CONCRETE OR MASONRY OPENING ? 1 PARTS LIST TWO BY WOOD BUCK CR FRAMING BY OTHERS (Note 4,b & W> CONCRETE OR 2x6 or 2x8 , Head -Flange Frame MASONRY OPENING BY OTHERS WOOD BY OTHERS 2 S l-Flange Framme t m BY OTHc"RS - SEAL BETWEEN WOOD BUCK & (Note 4.1a & W) ONE BY WOOD -� Frame q A h rn MAS'Y, OPENING Q BUCK HY OTHERS 4 5 Silk } } BY OTHERS (Note 2.a & 2.d.ill) V 4 COPTIONAL> (Note 4.o.i1.2) •Panel 6 Lordk ire-Parrell Q ! '9 SEAL BETWEEN HOOK STRIP $ SEAL D i 3/8' 7 Interlock -Panel MIN, 7 me a WOOD BUCK ` i BETWEEN EMBEDMENT 8 Flo°--kSu,g ca FASTENERS SHOWN W 9 Diaz -- Ses riots (8} and M IN SAME PLANE FOR d (Note 2.a & 2,d.Ni) I DOOR FLANGE CLARITY gNLY. HD7K 10 3/16" Dia. Fiat Mead Concrete Screw with minimum x ¢ STRIP ANCHOR HOLE$ m m ' & WOOD q, u- ^ working load b shear of 100 lbs at 1 1W entbadrnert. SPACED 2' APART ON 1 OPPOSITE FLANGES.) 3 3/8' MIN. EMBEAP.). - BUCK </ Soo Note (K) on this drawig and Note 7 on Drawing CTYP.) U. (Note 2.n & 2,d,ill) _ _ 'v i FLEX20100. yr 11 #10 Wood orTaaolm7 Screw with a mi7snOm T y p, 1 1 * V �} - 21 E ° embedment of 1-378` into two by franking. See Note a Belly O PERIMETER SEAL BY (P} on this drawing and Note 8 ofh Drawtr g FLEX20100. (D -- " r m m _ //9' MAX, .I,�'-��� OTHERS (Note 2.a & 2.0144) SHIM AS REQ'A 12 #10 Wood o Tapp€ng §crew with Plastic Inserts r (Note8.1onFLEX20100)ataminimumembedment 1u�1g2e of 1" Into the concrete sill. See Note (0) on thin 4 C// II c X -- (Note l,c) drawing and Note 8 on Drawing FLEX201DO. '�* STUCCO/SHEATHING E 9 s BY OTHERS == o m. m °J 4 1 ��IJoK srT�' DETAIL SECTION A -A g A II 1/4' MAX. SHIM SPACE ONE BY WOOD I Ii S,G,D, HEIGHT BUCK BY OTHERS 1 3/8' MIN, (OPTIONAL) - EMBEDMENT (Note 4.a:11.2) / o I & 2x6 or 2x8 SEALANT SHFM AS WUUD BY UTHERS /� I a B B REQUIRED CNote 2,a REQ'D 4 (Note 4.b & W) (Note Lc) SEAL BETWEEN n o & 2,d.1)1) q n ONE BY BUCK & d co „ a SHIM AS _s TWO BY FRAMING BY (OTHERS EXTERIOR ELE A IO Daw3/02/07 REQ'D (Note 2,a & 2d.10 2 PANEL DOOR SHOWN scale:Nrs (Note 2 (SEE NOTES CC), (D) & (E)) Drawn Dr PJA i.e) a obeckw an )M 1/4` MAX SHIM SPACE - b 1!2' d - 11 SEAL BETWEEN Robert 3, Amorum,RE FL License No.497S2 insta on Edrawing is to resenit the manuf7actutersratntmroerdatkxlskr g DOOR FLANGE 6 an Le, ox,aete salays �S.'!�� b a d d & WOOD BUCK N vq screws and tappi g wows) to %Wk 70 . + d a PERIMETER (Note 2,a & 2A,li1) f` achieve thed esign pressure specfietl eP ; 9G(. d b A EMBEDMENT 1-1/4' MIN. <Note 4i SO HERS 2,a & 2.d)l) d on the fenestration product as ,� , 0 required by the 20DI Florida Building I lop + Code (FBC}, SeRbn 17714,5. FBGidui(ding. Section I714,5,4 1 2 °'�-- S.G,D. WIDTH CONCRETE pR and and n the2004 FBC-Re6idiaxial, Section .tut •,. �� 1 Q ...• { R613h. Recommendatio s; regarding .. F/ql '• 0. LIBERALLY APPLY SEA ANT CONCRETE DR MASONRY OPENING BY OTHERS flashring, seafing, satlmts or othv ,�,*_ 2,4E ;? '. •; 1°mt Sealant practices does nd w ' ,,•,•1H4' UNDER SILL OR SET SILL IN BED OF CONCRETE (Note 2.d.NI). MASONRY OPENING cC(�T r1 T1 •p SEC i ION constmeawame,tyelther azpressedorimpllied. Drawing NO. FLEX24112 SHIM AS REQUIRED (Note Ix). BY OTHERS .D-A Sheet i Of 2 W Fastener Installation Chart aka code r-fillawaun 8bA Raqu Qua asts". -- Hsi96t Jana H,nd Re.91wa .B W9 ss 6" es Rook "V Na.8 wa 4068 XX x0 48 BO 8 a 3 DO , a 5018 OX 6 sass Xx, OX Xo 72 s0 a a a a 8068 X -yX O XO O6 N 8 10 _""'12 r q B "�'a 1 XX x 120."�. 8 7 D7 a180 xx ox XO-.. 98 10 Id -'-'--� 3 ,,-- 10 _ 6080 ease+ mom Xo xX oX XO 7z 96 98- 96 16 8 iO 10 4 5 i0 ! ,0 IBM xX XO 120 98 16 12 6 I 10 80100 XX, xuX,O 80 1 -" - 12 _ 8 12 ^�t2 eptdo %x, ox,XO 72`-`-- f2 a 4 0 80100 XX OX. XO ge 120 12 10 5 DO f was oxo 109 1B s0 a 10 6 Di 8 12D68 45 t B a 8 14 9 D2 ` 8 -_ ' 15068 X 181 1116 8o 8 16"' Mil) 8 9080 OXO 100 Im 98 10 ,0 7 2 ?0 1zt>eo oxo tag tB ae 10 ,a o 3 0 Ism OXO 181 1,e 66 10 16 14 10 90100 100 its 120 92 10 7(62) .L,_12 120100 oX0 145 1B 120 12 14 11 I 12 goes xxx IW 518 so 8 to 6 1 a 12088 xxx 142 5A 80 8 I 44 9 D2 a 15068 xXX 178 5B a0 B ,8 1T D4 8 9080 xxx i_ 5rs B 10 fo B D7 111 12080 XX% 142 6B 96 ,0 to to 3 to 15M xXX 176 aB 3a I0 I tit l+ DB to 90100 Xxx 106 W 120 12 I 10 7 2 Q 12100 xxx 142 SB 120 ,2 14 ,7 12 low oxxo 119 SO "- _ e _ 12 .�1�,_ �B 12M Ox%o 143 Ws. 80 13 1 6 D2 a lead$ oxxo 191 we s0 a l 18 13 D4 8 10080 OXXO 1/9 5r8 90 _ 10T 12 B D2 10 "' 12M 1me O%XO' OXXO 143 Y8 101 ,iB 96 96 50 ,4 ,,I -I-- 18 10 ,6 10 1 10'- '00100 oxAo 110 W 120 12 12 8 oz i 12 120100 oxxo 143 Wa 120 12 14 '--is 11 4 '�' 12 160100 OXXO 191 are 120 '12 17 ,2 low %XX X , 7 1N 60 B 2 7 Df a 12:068 xxxx 141 114 80 8 14 O�,D21,-! B 10080 XXXX 117 114 98 16 12 6 2 fA 12080 XXXX 111 the 96 10 1{ ,D D3 10 1wild xxxx Has 114 98 t9 ` ?8 is 8 to 100160 X)IXX 117 1!4 720 tT Lr-i3 B 2 t2 '- 120100 180700 XXXX / 14 189 1M 0 520 12 I 1 12 58 iT 8 i 12 Fastener butamation Chan Notes; 1) In some cases concrete saewe are only required in one of the factory applied Installation hole sets O.e., a hole set being the two holes lying In a Plane pemerdJcutafto Ine wKM of ale door n frame . I tlX>Re sales hated as D0" n sins irek#aion ch ore of Ire noise w)l receve s l dews avL Concrete Spew and the mmalning holes will be filled in accordance w�i Notes O and P. 2) In some Cases concrete avows are required in both factory applied installation hole Sets. "D1" through "Da' designates Ira whloh size & configurations tyro whereas screws are required. The remaining hales will be 0{led in accordance with Notes O ant P. arD1' means, Install two corncrete screws in one W et installation holes. byD2' means, install two concrete screws in tt.o sets of Instalalot he1a8- c) ^D3' moans, instal two corieets spews in three s� of installation holes, d)'D4" means, install two concrete sere" in feur seta of Ineteliatbn holes e) "DV means, install two ocrcrets arJEWs in five sets of InstalaBOn holes. D'D6' means, indsh two Concrete screw" In six sets of installation holes 9)'D7" Inserts. Intrali two concrete screws In seven soft of installation holes, h)-W means. install two concrete screws In eight sets of Installation holes, 3)Location of additional concrete apses in head & ail should be priorilzed as follows: a)First adjacent to interlock «butt In head & sill b) Secondly', at each end of head & sil netarjamb comer, l needed. a) Locations in head & sill oher than as tieted in a & b. 4) Location of addition .M concrete am "In lambs should be prioritized as follows: a) Fird, adjacent W hroks in Jambs, b)Seeondly, al each and of iambs rreaf head & sill eomors. c) Locations In iambs other than as listed in a & b. 6) CS = concrete screw, and WS = wood screw U&NERAL NUMbi (i to 15) See General Notes Drawing FLFX20100, Sheet 1 & 2, PI 9- 1 (A) Milestone Series 1000 Sliding Glass Door is shown. Also applicable to Milestone Series 2000 Sliding Glass Door. (0) Drawing applicable to Non -Impact Resistant Sliding Ghess Doors glazed with 3/16' fully tempered glass. See Nape M- Ed 13 on 3 C, (C) Where "X" represents moving and "0" represents fixed approved configurations areas fisted on the fader Installation chart o 'a m 4 panel pane;, Sheet 2, M n (0) Not ail configurations listed on the fastener chart are shown on this drawing, however I stallation sections "A -A° "&B" & Hook Strip Detail O ' $ � 6 apply to inalation of all approved oonf glurdtiors. . g (9) Far pocket door configurations, use closest by-pass door size and configuration in the chart to the finished opening of the pocket door. B ?I -& " (F) Concrete screw edge distance measured from edge of concrete/mascIM/bli to oentertne of concrete screw must meet or exceed 21/4'. 9 Minimum size nd embedm nt r Parts List, See Note ] rdi deviations. a e 0e raga n9 $ n o e cents I or m st G Wood or m I screw distanco measured from f WOOd redlahtl th nC >b r€ ne of wood screw mu meat or () pp rig edge edge rig poi PPif9 N " i bedmen r ] rd d ations exceed 1", Min mum s ze and era t Palls List. See Nobs i svl , Pe () � n9 H All fi in m If r i will 1" n i {) dd supplied hoes the Ira e ( ec(u red) be 31 6 i d arrheter Q (1) Wood screw withdrawal values used to garterate the fasterring requirements are based on Spruce -Pine -Fur with a Specific Grav€ty of 0.50, E o 0 See Note (J) regarrflng deMiatlors. ..e (3) Any deviation less than the minimum requirements stated must be approved try the mamfacloi er or enhgineereJd by'other' Design X 9 , i Professional in accordance wth the applicable Building Code and Product Approval ?. q - FASTBNER INSTALLATION INSTRUCTIONS - FLEX24112 r�".r' ° ` � p ' M N. 3/its" DIA CONCRETE SCREW WITH SAL: Cam.E F C m u 1 (K) Where door Is Installed in an opening with a masonry or concrete sill, use a 3/16" diameter concrete screw of su€fkJent length to achieve c la c c . c � , , minimum ambedmerit of 1-1/4' Into masonry or wnkxOte. See "Parts List" on Sheet 1 of this drawing for concrete screw size, embedment &� A and load requirements, See H.EX20100, Note 7 for additional concrete screw requirements. g s ! ' (L) See fastener installation chart this sheet for concrete screw quantities and additional installation requirements, -- M I LI o in 'r fa a II instal n I un n on r i c It i () riots ne wn(rete screw each pal ot stay pp Ld (ate hoes ass Deed gtl3erwtize the fdste rmr rlStalatlgn Hart. s 1 acceptable tr install a 3/16' diameter concrete screw with a 1-1/4" embedment in all holes in the sit which will exceed the minimum i requirements of die Fastemar InalailFatioh Chart. 5 d i (N) Alternate concrete screw Installation fasteriers front to back ion the sill frame member when both sets of holes are rot used. O All remains lied Installation fastener hoes In the sill not used tar concrete screw installation shall be anchored with stir () rig factory aPP Ple Us 0 of i in. " I. i arKflors see FLFX20100 Nate 8.' far data and # 3 egad screws sufficient h ka rev de m 1 n erTladmecrt nto the concrete ( 1 11 or masonry. See "Parts Usr on Sheet I of this drawing for wood screw size and embedment requirements, See FL? X20IDO, Note 8 for d additionai wood screw requirementts. m #10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK & OPTIONAL NON^STRUCTURAL ONE BY WOOD BUCK - HEAD/JAMBS. #10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK FOR HEAD, 3AMBS AND POCKET DOOR NOOK STRIP: M (Pj Where the head, ,jambs and pocket door hoot Slrfp is irstalist In a masonry Or concrete opening with a wmbinatmn of structural twq by arxl � G - Does; 3102107 OPTIONAL one by wood tucks or directly in the two by wood buck, use #10 wood screws of sufficient liangltn to achieve 1.3/8" minimum embedment Into tfhe two by wood buck and/or framing receiving the point at all factory applied Installation moles. See "Parts Usr on Sheet 1 scow ms of this drawing for wood screw size and embedment regWrerrlerds. S� RiX20100, Nate 8 fat' additional wood screw regWremelm. (Q) See fastener installation chart this street for # 10 wood screw requirements in jamb(s), head and hoo strip. Drawn R3A �, iH (R) Not used, (S) Wood screws shall riot be used to fasten assembly Into end grain of wood. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE (T) If exact door size is not fisted in fastener installation chart, use fastener quarittty listed for next larger size, for the appropriate design pressure required, (U) Installati ns depleted In these Instructions acceptable for design pressures th 55 PSF for the window sizes shown In the chart, Design Pressures (D.P.) are positive and negative• Overall window assembly design pressure may be less than that shown In the fastener quantity table and shall be determined in accordance with Note 13 of H,EX2010D, ,L (V) Production Glazing play differ' from that tested as allowed by ANSI/AAMA/NW WDA l0I/I.S. 2, 101/I.S. 21NAF'S or AAMA/WDMA/C5A 101/1.S• WA440 and applicable Building Code. Sm Note 12 and 13 on Drawing FLEX 20100 #(%further details• (tilt) Two by wood and/or framing to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of record's details as applicable. Drawing No. FLEX24112 (X) See FLEX20100, Notes 10 to 15 fa additional FBC Code Compliance. Sheet 2 of 2 SHEATHING - "-'i r- GENERALINORIS TWO BY WDDD (1 to 15) See Gerrerel Notes Drawing FLEX20100, Street l&2, BY OTHERS I �— FRAME W T H, �^j � �� SEAL BETWEEN WINDOW FIN & BY OTHERS Y I x (A) Milestone Series ION Horizontal 511Wng Aluminum Window In Xo, (Note 4,b) XOX /'� 4y.T o SHEATHING ;..'o OX etM aortfigutatiatts era alnmwn. (8) Drawing t°Non-impact Resistant M applicable glazed window& grm�- (Note 2.a & 2,cJD I m a (C) Production dazing may differ from that tested as allowed by --- - � , B d O g w X ANWAAMA/NWWDA 101/I.S. 2,101/LS. 2/NAFSor AAMA/WOMA/CSA a 0 Z 101/I,S, 2/A440 and alpp iaabte Building Code. See Nara 12 and 13 on FRAME /% a , ,a STUCCO BY to Drawin4REX20100forfurtherdetails, `� HGT-, ��/ pp is L.J R `A OTHERS '`' .. '""`^ X (0) Fa Fastener Locations see Sheet 2 of this drawing, See Notee (H) 2 regarlYmg devtadoris, ro - � (9) Wood strew and nail withdrawal values used to generate the 7 .. PERIMETER fa avity, O requirements are based on SPdevor n is, wr{h a SpeG16c Grav€ty ar 0.50. Sea Note (H) regard rig dev goats I � � � g + SEAL (F) Wood «tapping screw edge distance measrel from edge of wood J._,,... Z BY 13THERS (Note ac, to eontergro of wood or tapping screw must meet a exceed r. MinimumWeandembedmerttparPartsUsLSeeNote(1•t)regarding _ 7LEVATION - VIEWED i-RQM EXTERIOR � & 2.ca1) SHIM AS REWD deviatons. A 9 7 (Note 1.0 (G) Nail edge distance measured from edge of wood to centerline of PARTS LiST _ b DISCLUMER: me or a nail must meet or exceed 9/16' or 5 times Shank Diarheter, whhichhever S lar Minimum size and embedment r Parts t fst See Note H 1 - Pe () n.orw 1 Head - Fin Frame ors r''11�'0" ` htlym l,m. m `t � � 2 SAL-FnFrame 4 regarding owat>aK- fta 1r100.1.t. xl.r..ilrosn 'ra an&..W Ih- --d—, 3 Jamb -Fri Frame � t5 15 - a (N) Arry deviation Ism than tie rrAntrralm requirements States must W m x*W Boas - xis a arprawol 4 Head - Sash I% R St approved by the manufacttrer or engineered by "other Design m ixtil-th. d li9n taenure , $"o`"d o" toe Ps'no i. p`.d" 5 Sill - Sash W H c Professional in accordance with the applicable 8uNdi g Code and Produtct L Approve .recmne itv U. tau Fonda 6 Glazing Bead ° o ON tale"C), Sectiwa 17r.4.4, I (I) Ali field supplied holes In the frame (t required) vd8 be 3/16" In 2 2004 feaadwn;, seu;m 17145A 7 G-- fazing - See Note (8) and (C) Z v ' , diameter for #8 wood screws a the shank diameter of the nail rounded .tbe 2�� 8 #8 Pan Head Wood or Tapping Spew Es I up to the nett standard designation dml bit size. a .hM Busy -mom x1tnQ with a minimum embedment of V Into the '� (1) Woo4 Spawn and Nails SFIALL NQj bo mii<ad to fasten Ire Bailie IaMsatiare padres 80� "a Structural wood substrate. See [tote (K to a warranty sane taeasea 6 as7sertrbN, nnpledk N) and Detaill A on this drawing and Note A M @ FRAME &BUCK HEIGHT (F.N, & H.H.) 4.h & Bon Drawing FLEX20100. 8 9 Round Head Debrrreflet Shank Nail with � 4 FRAME WIDTH BUCK WIDTH 1/4' MAX. minimum 0.113" diameter (11GA) and minimumembodmentofl-7/8"tntothe , S - (F.W. & H.W.) I^�- SHIM SPACE strueNralwoodsubstrate.SaeNote(Oto SEAL BETWEEN N TWD HY WOOD WINDOW FIN R)andDetalAonthisdrawingand � (N OTHERS (Note 4.b7 � & SHEATHING No[as 4.b & 9 on Drawing FLEx20100. CNatE 2�o n & 2,c.1) „ram'/j,-1 SHIM AS REQ'D. Centerline of Fnstener A" Ref. INTERIOR (Note 1.b) I o ry PERIMETER FINISH BY OTHERS , DM 3104107 SEAL 1' IN, Serb: NTS BY OTHERS , EMDEOMENT i OrawlBY: nLIA (Note 2.a. 1/4' SHIM i -SPACE <WOOD SCREW) � checked Dr. IM & 2.c,t) I MAX. —S Pobat 3. A, 9 8 I —I SHIM AS REQ'D, No. 49, 2 FL Ixmse Ns. 49752 I �.�•.1�#�. 1 I STUCCO BY � OTHERS Attachment SEAL BETWEEN WINDOW F[N & SHEATHING 3 =k -i ��l-' FE PERIMETER (7 SEAL `a BY OTHERS SHEATHING Fin Dimpled Area on i DETAIL A Attachment Fm '�}�ti", �,.��• I (Note 2.0 SHEATHING - I'm TWO (Nate 2,a BY WOOD &. 2zJl) BY OTHERS f Wood Screw or Nail Head must be . .,, t''�r�,"• & R-C, l) BY OTHERS Ld5 BY OTHERS (Note 4,b) 3 STUCCO OR J 1 rn full contact with Attochrnent Fin. •....4 W'' Centerline of fostenen shall be SECTION A -A _ SIDING BY SECTION B-3 OTHERS S 9 approximately 9/32' from edge of Drawing No. FLEX25120 Attachment Fin. Sheet 1 of 2 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone' 1 4 1 . 8 3.6 5.0 lob Fax: 813.645.9698 www.danscoengineedng.com CA 25948 a o C) w o" 0 �R-,%D M . 1 Z 0- � O 00 ¢p-J00 Z< CI00 z� Eo W -j . CD M1 O tD If'— W U O _J O rLU W - I W Q THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE rT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ®2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD 101 ts���I1�aBIB�ImN1Ima1R11fana111N11711BI"7wnlunwmmml wRI�Na � e S .1 K4-5 &,9cd.9.n TOPBIIlg-_$_4rew.= .Ufi.r 40r. tlQD Tie DESL6N PRESSURE 86U $r .FK CODE Series 1000 Horizontal Slider XOfOX and XOX -Modular 1 COMPLIANCE J Buck Height No, Fasteners in oaoh Jamb _ ­Eb Et _ Lt L2 A 23 2 6 6 ,is Ma M 35 2 6 6 nra n/a 47 3 6 6 23112 rt7a g - 53 59w 1. -, It .,-..., 4 4 _.,.__4 _...__._... 6 '- 6 _ 6 w_. 6 6- .-....6 193/4 ---, 1. 2 34 254 13112 - 1 V 5 2 19 112 ., (S) if exact hllxtdavr size is not Itstad in faslierier location table, use fastener Oratkxhs listed for next larger sits. (7) Tres altatia/s depicted in these instructions acceptable for (sign pressures to 60 PSF for the window sizes shown In the table. Design Pressures (D.P. are positive and negative Ove ail window assembly design pressure may be less than 6D PSF and shag be determined in accordance with Note 13 of FLEX20100. NoVing schedule in Note (Q) for design pressures W 35 Series 1000 Horizontal Slider XOlOX - Modular PSF, 45 PSF and 60 PSF. (U) Production Glazing may differ from that tasted as govye 1 by - UAAMA/NWWDA .Ain C 2 Buck Width No. Fasteners in Head & sin Fastener Location Es I L3- H 5 23 4 4118 4 11$ $ 114 35 4 4 118 4 1i8 14 114 p . A rJi L 47 53 - ., 4 "4 4118. 4118 4 116 4178 20 114 23IM D L 59 4 4118 4 18 26 1/4 4 -4-1-N- d 11$ 29 IA 71 1 4 1 4 V8 4 11$ 32 114 a .. 101/LS. 2JNAFS Or AAMA(WDMA,/CSA 101ILS, 2/A440 and applicable Building Code, See Note 12 and 13 on Drawing PLIX 20100 for further details. (V) Structural two by wood buck and/or framing at the head, sill a1d Iambs to be securely fastened to transfer the laid to the wood structural substrate per the FDC and the engineer of record's details as applicable. I- ._. Frame & Buck _ d - - Width XO,OX -- 4 Head & Sill S , La 6' Ls Fasteners. Jamb i 5 � Fasteners shown below. . (Typ.3 (Typd (Typ3 ai m I� Eh E1n '� r t . s o 'j , gig"' I Ll °7 a: L1 N / / n Fr .ame &Buck / Height on$ 9 L2 XO1OX LI Li c -4 I Ox xo (kL ��71:1=­�::,:-::31::Z­,, :­ J. W,A ii W=2 C S z h -Es Es-' t-•�Elo XO,QX XQ,QX Z E§ I ELEVATION 3 Jamb Q Jamb lt?�8 2 Jamb VIEW, xOf OX Fasteners Fasteners Fasteners 94 - a �A P1 j Width (W) See rLDC20100, Notes i0 to 15 for additional EE4 k4 Series 1000 Horizontal Slider XOX -Modular �FBC code comp once. Tya.3 6' 6r cryp) H Si Buck Width W No. Fasteners in bead &Sill Fastener Location Es Eh L4 7d 6 4118 4:'18 141/4 Ai L 6 4118 4 1i$ 14.114 D L 85 _1UT .- 6 �.-_.-.-.fi_.,,,., _.. 411 4''}B 4 11g 411$_ 0 V4 261A 119 6 41/$ - 4 178 28 114 Fasteners shown below. IEh Eh LJ FraL " me &Buek �/ L1 Height / / /f L2 XOX / - _ fl Ll *8 WOOD SCREWS, �(((�� j� (K) See fastener location table and Elevation Views on this sheet far location of #8 Wood Screws, ELEVATIQN j1 cs XOX Fs f "' XOX XOX (L) #8 Wood Screw must be of 5uffickrtt length to achieve minimum embedment of 1" Into the two by wood framing, VIEW, XOX i i 1 (M) See Detail "A" on shoat I for approximate location of the wood strew in the aGachRtrerx fin. 2 Jamb 3 Jamb 4 Jamb a •+ `" Dave 1/0407 smileNIS (N) Wood screws shall not be used to fasten assembly into end grain of wood. FOStentdrS Fasteners Fasteners Drawn Or. RAIL NAS; (0) Nails shall meet. the fchov,'initreguirements: Fastener Location Table dotes: Cherycd Dr; )H 0.113' diameter or greater, 1 All dimensions shown toe f bock width r h f the window frame. srrmdent length to achieve minimum embedment of 17/8" into the rim by woad framing (generally, nail 2 3/8" ) i d 1 IOrtS S taken n from the bU0 height o e d9 ame length of greater shall meet this requirement), and 2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the window to helical(screw) or annular (ring) shark style only. be installed, enter the correct table above to determine the loaations of the No, 8 Wood or (P) Manufacturer's nails meeting these requirements are (kit not limited to) the following: Topping Screws in the head, sill and jambs, • Paslode deformed shank nail, No. 404947,404537, 65DIII and 650148. &3) Instaid the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is Duro-Fast deformed shank nail No. 325. (Q) Location of nails shall be (+I- 1" tolerance on spacing, edge distance is a maximum): + / -` 1 " for spacing. Edge distance is o maximum, 4" maximum from each comer of the head, sill and jambsorXO(OX&XOX configurations, and 4) This table is NOT applicable to the nailing option. See Notes 0, P, Q, and R for nail . for Ere XO/OX Configuration, 7" O.C.Max. for Jamb, Head and Slit for 45 PSF to 60 PSF DP, or installation locations and spacing, . for the XO(OX Configuration, 9" O.C. Max, for Jamb, Head and Silt for 36 PSF to 45 PSF DP, or for the XO/OX Configuration, 127 Q.C. Max. for Jamb, Head and Sill to 35 PSF DP, or . for the XOX Cwlfsguation, 7" Q.C. Max. for Jamb & 5" 0-C. max. for Head and Sill for 46 PSF to W PSF DP, or • for the XOX Configuration, 9" C.C. Max. for Jamb & 7" O.C. max, for Head and Sill far 36 PSF to 45 PSF OF, or . for the XOX Corlflgtrobi m,12" O.0 Max. for Jamb & 9' Q.C. mat. for Head and Sill to 35 PSF DP, and Drawing NO. FLEX25120 Six Detail "A' on sheet I for approximate locertdal of the nail in tre attachment tin. 1(R) Naas shall not be used to fasten assembly into end grain of woad. Sheet 2 of 2 Seat Betweer Iq Concrete ❑r^ g Wood Buck &-7 s c I -Ile Min Concrete or One By Wood Masonr D1?anin Mas'Y• D enin f 'W' Embadnant Masonry Buck B Others Y 8 P g -.__._ Buck Width Y bY' others By Athens (B,yy,) u opening �j II By Others I � (Nate 4,c) CNote 2-a & 2,b.il ;p q F V ig ni » Seal Between /% N Shim As Req'd (Note t,a) �r' © /� - �j`'�" Window Flange a g and Wood Buck j ; 4 4 I-1/4' Min, Embedment (Note 2.a & "c3:b,il) - I i ,G` �c (D- ---- - - - © 8 - 1!4' Shim \9 f 1� i■ iJ -----_- __ __-____ Space Max. `y, µ 1------ I /// 6 � I See Nate (X t 7ne B WDOd I Pon tatcrete y F,H, acre. Sp.,J 7 p Buck By Others $ � I C (Note 4,a) lC I 4 ' S'tUCCG BY ..� See Nara (t) c -'-- 17 Seal Between 9 i # o Shim A Far 19 Vaed S m s r Seat Between Window / Others Wood Buck &. - Recl,d acre. spaclne f Flange and Wood Buck-'Mas'y, Opening 9 -s j Perimeter CNate I.a) (Note 2.a & 2,b.N) - By Oth� ers ro Seat By I;A \ Perimeter Seat By Others (Note 2,a & 2.b.11) i I ethers W \ 5' MA,,X. (TYR) with excePtloris beta. I (Note 4,a � \ A (t) 6' Max. Tyr, In Head nd .Mnbs. (Note 2.a & Zliall) H � Stucco By others }� (�,h of ate' wide .Indows, Frame & 2.bi3 ( Buck (2) 6" Max. Typ, I• J b of 12' �--. Frame ��.yWid'th t6 ,� $j f-� t Height I. Height high .Ind..s (F,H.) r (jl 2 (B,I+,) SECTION B-I3 �1�8 �-1 ELEVATION i Perimeter j I I.e i Seat B I Concrete or Y VIEWED FROM EXTERIOR` I` I Others - Masonry Opening A (Note 2.a Installation for Concrete Screws per Notes (1) & (a). By Others & 2 b,ii) Quor,ftlas of Conoreta Screws per Installation Chart on sheet 2. m I Interior y V tnstalgtion of #10 wood Screws in Structural Two By Wood Buck -V, Flnlsh By per Notes (K), IQ & (M). -a 'b Others PARTS LIST 1 - 1 Head - Flange Frame 2X4, 2X6, 2X8 I 'sl d �-Flange Wood Buck or 8. a - . . 2 Flame, By Dthers It. - - 3 Jamb-F!s)geFrame c 4& 6 Not Used (Nate 4,b and R) g V . 6 a - a . V . a .1 ' 6 Gta4'lr(g Good Min EM b, 9 o 0 . - q Q Q 7 Glazing - See Note (B) and (C) C 5 - 4 Q : xl `;! Q - B 3118' Die, Flat Head Concrete Screw_ with minimum working load In shear of 180 Ibs at 1 114° CTION --A ALTERNATE embh dmant See Note (I) on Shoat 2 and Note 7 on DrewIng FLEX20100. For _ a (ration with t o b z n 9#10FIatHaadWoadorTttwrino$orewwith aminimum embedment of1-31WIrdo"Structural wood bucks. Similar for Section Seat between window- -"Precast Silt by others. Two By Buck or Framing", See Note (K) on Sheet 2 and Note 8 on Drawing FLEX20100. Data 1/5/07 flange & precast silt Configurations may vary. „(0,g3-'I,,,St5m:I),, saw,MiS w/Vuikem 116 adhesive Drawn Syr PJA sealant or, approved equal, `O'~�)H (Note 2,b,i) SECTION A -A Robart.I.Anwrmao,P.E. ft license No. 49752 GENERAL NOTES (1 to 15) See General Notes Drawing FLEX20100, Shoat 1 & 2. .111111,110u '�"t�w »„% (A) Milestone Sodas 1000 Fixed Aluminum Window Is shown. Also applicable to Series 2000 Fixed Aluminum Windows. • I t,'� �• '�"'; Drawing to Non -impart Resistant (0) applicable glazed windows. (C) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NW WDA 101/1.5. 2, 101/LS. WNAFS or AAMAjWDMAjCSA + .z 10 I.S. A440 and applicable Builds Cads. See Note 12 and 13 on Drawl FLEX 20100 for further details. 1r 2/ �P n9 Drawing pTS(I AfMER; T(1e purpose of this installation drawing is to present the 4 F o n' (D) For Fastener Location & Quantities sea Sheet 20 this sowing. See Note (tt) regarding deVldtiOnS. manufacturer's reCAmrTlerldatOns iOrant'hOt$ge ().e., COfleTete SCf@}YS, wood � 1'1 f (E) Concrete screw edge distance measured from edge of oonereWmasonrAiock to cenla line of oonerate, screw must meet or exceed 2 screws, tapping screws and VuRem Struchural Adhesive (or other approved ,I y4� 1A". Minimum size and embedment per Parts W. See Note (M) regarding deviations. equal) as applicable] 1xi achieve the design pressure specified on the ».. eq appl 1 f Wood ar tapping strew s distance measured from of wood to can of or tapping stow t meet or iixc i" tad;rre wood mad ." Pnd g g fenestrat)on product as required by the 2001 Florida Building Code (FBC), •,14... . Minimum size and e3•r�edmari per Parts Lill. See !Vote (H) raparctrig deviations. ,+-....p••'"' Section 1707.4.4, 2004 F8C-Suliding, Section 1714.5.4 and the 2W4 (G) AN kid supplied holes in the frame (If requmpo) Will be 3/tV in diameter for 3/16" diameter Concrete screws and #10 wood screws. FBC-Reside ittal, Section R613.6. Recommendations regarding flashing, (H) Any deviation less than tihieminimum requirements stated most be approved try the manutaal or ongrxsered by Bother" Design Drawin NO. FLD(27110 Professional In acoordance, with the applicable Building Code and Product Approval, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. Sheet 1 pf 2 CONCRETE SCREA' INSTAUATiON CHANT Tr'10 TIP ButKaza nE4D ,W w 7070 Ps6 TOmPSF 5311&12 621.moi 4 1 natal 53iftlirxxw 41a-1? 2 s 53 H 32 6d 1Rh3] 4 3 a3 Vexio as 621R17 am a h A o lme w s21lax4s5a 4 a Wl'6,5514 52 Vdx-".61M 4 Y- A 5a1/0x7z 12110x71 4 5 5319xe" e21,&b3 _ 4 s �z awn ,�­) a, "-$O n 6-07 ate 4 $ M. 1. a±s55 rill 4 Fd".3'S".... 4 s 6 14 2 � 26 - n0i -r�.2s 5 1 (-') ? Y x3 -r44A; lads �r3x liw- ; - $ '--r -� 3 1 _._...___ r.sea,b Y,ra- 4 �... rai _ 73.4a6+e i9 s5 ik .__1;:1.....-. 5 __, a -. 4 - e ._.,- a -0M 10 11 a t (71) 6.48 FL ioxv 6 a 2 _ .- Kh3 1 6 auxl,,. 3 �.43a49 9 a a`ir a 6 -�x%-V. _ Wr4ess --T3i"s3 irw '--,6--. -___.. a._._._._ A$i2 L.. -ss.TF- I - �'2 - sw, esxr _ 5 a it, ..- 1(m u 2 ---y- -- 68x32 e5%9i e 3 9s,44 a5`r` 6 3 .Wti1i12 4 I 1((axle 1 i671 Ra-T -6 (rt I.3) i , t 2(nnbi63i im"a ioai;3-�- 107x29 �'�-10)x'31 �� ® 1 3` M%R & 9 tole iT,9' 2 1 Iwq 63, 3 iqW i' 3 ', > 1 ' sda co, 65: S rc4e 16'a) 12a Irbil 7(� ,(fgk182) 121LIH 11.11 ,(-') 21-,A2i sya"25 tt.x2.4 Knob 2J 2.,,4e162I , x i"�r1 - -T' no ,,*2', , 2 taw, 9 72- +) 1 ,12• ea w rw W. wk, .v,, any ai. "nix" . regwlceanbYe µxl6axe C¢1i�r6 .Ta'er«a. cortwf dAex6nbnc.ChM M-,'tabrwc.. zb P.r f2P ilPmW w hlW . ,h. cm.xedg. tax: r h.,wi-j 1'c Wi,ee14r 31 aaL 1Ltl ir..P knwY 4 en- " I OtNixen@cel"em,1`11"T *4 0" W*10hN' 4d I I .. ,r ocean. FASTENER INS`Y'ALLATION 1NSTRUCTIQf4S FLOM7110 A - 311W DIA. CONCRETE SCREW W1TH NOWSTRUMRAL ONE BY WOOD BUCK: 1.� a LL5:g (I) Where window is Installed in an opening with a non-stnxdtrai one by wood buck for the head and jambs and masonry or Concrete sill, installation is as � 'E- €ollaws: • At the head and iambs, use a 3/i6" d amoter concrete screw of sufident algth to achieve minimum embedment of 1.1 /4" fry masonry or wncrehs. Sao S "Pans Lie an Shoat 1 of this drawing for concrete screw size, ambadmest and load requirements. See FLEM100, Nola 7 for additional concrete screw a regtlinamerrts. 8 § At the sill,a a Structural Adhesive 5safartt fir the fuN lsrt of the Sill tnactf 81e hantenws oP troth 2:b.I ors fUX20100, (3) Concrete Screw apply fasteners shall be spaced as follows (see Elevation view great t t{ �I L # "- P, • Series 1000 & 200o head & jambs: # 'i I) 5" max €rom each comer with remaining quentry, of leFtemers evenly Spaced bah,low the Corner rastimers, /Ay� 9 ✓✓t ii) See Concrete screw Installation Chart at left for quanddes of fasteners to bit Placed in head and jambs. Ill) Maximum Design Pressure for this instailafton is 70 psf. m iw) Tolerance Is +/- V. This tolerance is applicable d the evenly spaced distance. /L v) Caner distance, measured from tip of fr4me. .�..t..a v o w then 96" n vn n o l to high; a width see sat In the'Nolos" election of I For endowed greater en wide,, etI heights and windows law a 12" I h 1 s great 9 � g , , �+ F3 Crete Stases Lrfstal tart at Uie Con latfatf C left. vtf 0 #1O WOW SCREW WITH STRUCTURAL TWO BY WOOD SUM (See Section A -A, ARernaae an Shim 1. Similar for Sapekin Wb): S � I 1 (K) Where window is Installed In an opening with a structural two by wood buck for the head and jambs and a masonry or wricrete sill, Installation Is as follows: I I i 3 11 • At the head and jambs, use #10 woad screws of sufficient length to achieve 1-3/8" min, embedment into the two by wood buds Sae "Parts Lists on `Q m -8 Street 1 of this drawing for wood screw size and embedment. See FLEX20100, NOW 8 for additional wood Knew requirements. �yl r: full I req • At the a a Stfucbt a' Adhesive Sealant for Ira fu tan of the S.H meeting tfna requirements of Nate 2,b,t an FLFX2010D, sN4 PPN length r o il (L) #10 Wood stew frtstaTWton fasteners shall be sPacad as fotlows for all vAndrnv stars (sae ElevaUan ylwv cr, Shed 1). Tolerance b +/- 1". ( This tDlorard:e is applicable to the evenly spared distance, Goner dtstgnce measured from tip of frame, E at c • • Series 1000 & 2000 - head; :2 1) to 45 Psi' 6" max ham corner & 17' a.c. max. ii) 46 to 60 p>d: 5" max from comer & 16' oc max, 2 4 1 1 III) 61 to 70 pst S" max from comer & 15' ox. max. • series low & M -lambs 1) to 45 W. S' max from Corn" & ter ac, max, In 46 to 50 W' 5" malt from corner & 10" ox. max w j ia) 61 to 70 per V max from corer IN 8" o,C' max. a IN (M) Wood straws shall not be used to fastan assembly into the end grain of wood. 3 a.1 (N)1f cod window size 1s nor fisted in fastener mstalwon chortler concrete strew Installations, use faslow quantity listed fa next Iarge'size. ZL f n - ` (0) Installations depicted in these instmctions acceptable for design pressures to 70 PSF for me window sizes shown in the chal,L Design Pressures (D.P.) are � positive and negative. Overall window assembly design pressure may be tells than 70 PSF a govemad by the glazing and shall be Beta rnmed'an accordance frith ©-, ry Nobs 13 of FLEX201Cb. (P) Production Glazing may differ from that tested as Moved by ANSTiAAMA!NWWDA 101/L& 2, 101/1.5, 21NAFS or AAMWWDMA(CSA 101/1.S. WA440 and Date: 1/s/07 applicable 8rfuding Code. See NOW 12 and 13 on Drawing PUM0106 for further dowls. So" Nfa �aw"i or. R7A fla (Q) Two by wood buck and/or framing at the how and jambs to be securely fastened to transfer the low to the m%O:Yy, roncrd:e a obit" sbvc-artal Siibsttata checked Wr, rift per the FBC and the engines- of rewrdh details as applicable. I (R) See PLEX20100, Notes 10 to 15 for additional FBC Code C ampllarxe. s 2 Drawing No. FLEX27110 Sheet 2 of 2 Sheathing V Min, By others Embedment GENERAL NOTES Frame Width 9 - Suck Width Seat Between Window Fin & (Wood Screw) Two BY Wood by Others (1 to is) See General NOW Drawing FLEX20100,. Shoat 1 & 2, d a n d R j N Sheathing �. (Note 2.0. & 2.rJ!> (Note 4,b) (A) Milestone Series 2000 Fixed Aluminum Window is shown, Also to Series 1000 Fixed Windows. c L a - 4a." o an w,f I > A rn 8'�- // applicable Aluminum (B)Dra1Wn}aW!GabletoNWmpactResMamggzW d H m g LL cn A i ". , Shut As Req'd t,14 Max. wtndows, 9 Exterior Finish (Note !,.. C Production Glazing may d'dferfromthat tested as allowed () by ANSI/AAMA/NWWDA 10111.5. 2, F01/IS. 2/ITAFSof 3 Fastener } '(j F I t �l ;,f € iv By Other - -- 1/4' Max. AAMAJWOMNt'SAi 1011I.S. 2iA440 and applicable Building eln S m Pa g ;., Shim S ore ( P , Code See Note 12 and 13 on Dr FLEX 20100 for hit,., �a details, l //// <See Below) - .... _ -...- ._,_.� F n r me // E ualt S aced i l�� DF F E f v' (} or astenar Sparing see lava. Kin Iear w, 9fraet 1 and & Suck / , q Y P Fasteners CTyp,> Perimeter Sent By I Notes (L)&(P)onShear 2of this drawing- SeeNote (H) regarding deviations. Height -'''7, / I �. l LL 9 Othrs (1) Woof screw and net! withdrawal values users to generate 1 I $ Z B CC_ o (Note 210 I the fastening requirements are based an Spruce- me-Furwith B I Xi 8 ,,,)I) a Speak Gravity of 0.50. See Nola ri rty () regarding deVlaaona. al E� j I `+�3, (F) Wood or tapping screw edge distance measured from edgeL § FOX Frame i of wood to cent me of wood or tapping $Crew must most or A Height Buck 6 1 Height exceed 1". Mlmm�sm size and embedment per Pans List. Bee Note01)regardingdoviationa ELEVHTION •-.r-t 4-I/2' Max, (;I� CF,H,) 7 2 (H,HJ ���!!! (G) Nall edge distance measured from edge of wood to centerline of mNl must meet or exceed 9/16" or 5 times Shank VIEWED FROM EXTERIOR <Typ.3 �f 1 1 it iZ ,S Head. Sill & Jamb Anchor Saacirro Perimeter Seat By interbr, Finish By J � SY others t�meter,whichever Islarger. Minimum 41mandembedmem per Pans List. Bee Note (H) regarding deviations, 0p/Mydeviation lasathan the minimum requirements statact " M D1-at.ER: The c Wood Screw TO 70 PSF DP, 18' D,C. Max,rt iid6 eMaliatior, -,_____________________ on s,e ar Othrs (Note 2.a / must be approved by the manufacturer or engineered by'01thw Design Professional in accordance with the applicable Building rnmwxa,aws N Q l ( isailexadee-lur 61 PSF TO 70 PSF D.P,, 5-i/2' [],C, Max. axhorageffa,.waarkj. & 2.cg> Code and Product Approval, e r'alit-Virds 1 A! fi 1 in m a i wNl t" holes the fro a red be 3/ fi () supplied (�+ ) etdrf 51 PSF TO 60 PSF D,P,I 6-1/2' O,C, Max, za.raeme a®'a' ix'ea.r. ppl I 9 8 � Shim As Req'd. k1 diameter for #8 wood screws a the shank tllanleler of the 8 Halt rounded lm to Ora rrext standard deafgnatbn ddlE bit size. PSF T PSF ,P; rrxaal,rrereaea� 46 S (] S0 A i3' D,C, Max, � 41 PSF TO 43 PSF D.P,, 8-1/2' Q,C, Max, ri°�r�"�I116gm e pat Froitaa auifire Code I Exterior 1.Max. (Note l,b) _ (J) Wood Screws and Nails $HALL NOT be mead to fasten the 36 PSF TO 40 PSF D.P,, 9 1/2' D,C, Max, W-8 se w' 1707 elb011 +, zaa TEI 35 PSF D,P,: I2' O.C,Max, �-.5.4.4then3 d Finish By Others By I Two By Waod E by Others j �,,.-• (Nate 4,b) same sembl y- ) •.3.h�� 4 g r, MC a 3Z I-+--- a��sixamil$ Seal Between . -_ -- Frame Width Shim As Req'd, Buck Width t/a` Max. (Note i.b> CF.W, & B.HJ din- saswsta•aiw »¢rtaaf"x Centerline of rrxtk.rdprs,wi olftswe Twit, By Wood I ewettanysaw by others Fastener l aunpko, Window Fin &,----� 1" Min. (Note 4..b) 1 1 Sheathing10107 Ebdt Sheathing s�ote;NTTS (Note 2,0 & 2.a,l (Wood Screw) By Others DrawnR7A Sheathing I ChaMcetl&V: 1H By Others rr r-* r t f IIJN A-fN 1 Robert 7. Amoroso, P.E. PARTS LIST .>FyW 3 1' Min. I ft License No. 49752 1 Heaad. FinFrtune I- EmbedmentE ��r• j (Wood Screw) - ,,•••,••••.,'�1t T 2 S F n Frame 3 Jamb - Fin Frame 4 NOttdsedln 7 Attachment ..,r'""111" \ r ••.1 5 Not Used 6 9 8 Glg�ng Bead 4 r 7 Glazing-SeeNote(8)arid(C) B #8 Pan Head Wood orT sn Screw with a minimum embedment of I" Into Seat Between n / Window Fin & Wood Screw or Nail Head must be a" in full Attachment Fin. •�" the structural wood substrate. See Note K on Sheet 2 and Detall A on this O "- Sheathing ,,.`' ne of with r (Note 2.a & 2,C.ID Centerline of fosterer shall be ' drawing and Note 4_b & 8 on Drow•in FLEX20100. 9 Perimeter.........,,.. Exterior approximately 9/32' from edge of 9 Round Head Deformed Shank Nail wear minimum 0.113" diameter (11 GA) and Seat By Finish Othrs SECTION B-B Attachment Fin. minimum ambedmantat 1.716'into the structural wood substrate. See Note(N)on (Note 2,a By Others Drawing No. FLEX27120 DETAIL A Shoot 2 and Derail A on Oats drawing and Notes 4,b & 9 on Drawing FLFX2D100, & 2,c.lD Sheet 1 of 2 Seat Between Wood Masonryuck Ill Opening Seat Between Window " Frame width i Frame Yadth ° lZ P ^; By Others Flange &Woad Buck (Note 2'. & 2.b.i) 2.4 2.1o,l) I A U? 'i V R fiM (Note & •,• A Ri m One By Wood 1! 9y Buck By others .9 (Note 4.a) Concrete Or Masonry Opening By el �� u I 2 2 . § I �# Nang t iD qm'�'�Othersame �(Note T) Exterior Finish -n (�_ B B B B $ By Others 1-1/4' ,Ain. 0 Embedment t A EXTERIOR ELEVATION A ..._ w_ .. ----� E � X J I 1 /4" Max. i Shim Space -�--- Huck Width (RW,) 1-1/4" 9 $ § � >< m'l �+ it: c Min. . g) I g $ Perimeter Seat Hy Others 1 Req'd, Embedment $ 1 f4" Max. r$ 1q 0a Y One Hy Wood a2 M Shim As (Note 2,a & 2JOID (Note i:a) Shim space Shim As Req'd, - §S. Buck By Others (Note 4,a) Frame O Height (F.N,) (Note 1a) th 8 O 2 O8 Buck Height (Bgh GENERAL NOTES ;B .. ., -. /(6� (1 to 10) See General Notes Drawing FLEX20100, Sheet 1&2. 7 �'-� Seat Between 2 ti=/ Shim As Req'd, l <Note l,a) (A) Milestone Series 1000 Designer Filed Aluminum Wood Buck & Masonry Opening lilt Perimeter Seal windowlssdtam.AlsoappOcaWeinSertea2000 Q re By Dthers g (Note 2,a & 2.b,G) aT By Others (Nate 2.0 & 2,b.0 Exterior Finish By Others Designer Fixed Aluminum Windows. (B) pralMsig applicable to Noo-lmpact Reskdam glazed windows. (C) Production Glazing may digger from that tested as allowed by ANWAAMA/NWWDA 101/1.5.4501/LS. Perimeter Seat By Others --- (Nitta 2,a & 2.b,ii) $ -•-- Seal Between Window Flange $£ & Wood Buck d � n (Nate 2-a & 1/4" Max. 21NAFSorAAMA/WDMAiCSA101/1.52/A440and Exterior Finish prnMnsanr u'.b.if) Shim Space Seat Between applicable Building Code, Sao Note 12 and 13 on By Others Opening By z o f Window Flange !i (� Drawing FLEX 20100 for fuMerdeteifs. Fram Width Dthers Deis; s/9/o7 & Wood Buck v (D) For FaaMnet location & Queraities we Sheet 2 of SECTION B_g ifs; NTT (Nate 2.n & 2,bdi) I this drawing. See Note (H) regarding deviations. Drswnt By: [OA I-1/4" thin. (E) Concrete screw edge distance maaetired from edge PARTS LIST Cb*CW IW. dN Embedment Of cxtlicrete/masanry/olock to cenWdiae Of eattYeie straw must nacre exceed 2 1/4". M'nimisize 1 Hm a -� - Flange Frame Robert). Amon so, P.N.R Concrete Or Masonry - One By Wood and embedment per Pars List. See NOW Oil 2 �i- Flange Frame License Na.49752 Seat Between Opening By Buck By Others (Note a> regarding deviations 3 Jamb - Flange Frame �� # Waod Buck & Others Masonry Opening B Others _ rl N (F) Wood or tapping screwedge distance measured from edge of wood tocen�lmeofwood ortapping sum 4 Nottf�d 5 Not Used ° 4 ,+' "°t (Note 2,a & 2,b,IP Must meet or exceed I1, Mininums¢oard 6 glazing embedment per Parts List See Note (H) regarding 7 - Sea Note (0) arks (C) . - DISCLAIMER: The purpose of" Installation drawing Is to present the deviations. (0) All field supplied hot" in t o frame (if required) will be 8 3/16" Dia. Flat bead Concrete Screw with mmlmum worktrtg load in shear of 180 Ihs at t �j/(" manufacturer's recommendations fora ix., concrete screws, wood tithe 311Vin 3/i diameter for 6 concrete screws and #10 t/4' Seri Note (l) Shoot 2 1 ti� Ir",,f screws, and taPPir+9 screws) to achieve tite daslgn pressure sPedflad On the design eniibatlnafit. on and ; r Product required Ildtn4 fenestration as aired the 2�1 FloridaBuilding Code Section r by (), wood screws. N 7 on Drawing FLEX20100. ore 9 r 1707.4.4, 2004 P'8C-Bullring, Sectioni714.5.4 and the 2iX1q FBGResiderrtiof, (H) Any deviation lase than the minimum requirements 9 #10 Flat Head Wood a Ta„ppingSaaw with a ••.,�. i.i„i•4 „" Section R613.6. Recommendations regarding flashing, walint sealants or other stated must be approved by the manufacturer or minimum embedment of i-3%$° Fn10 "Stryatural pin sealant practices does not conot(ae a warranrty efther expressed or Implied. engineered try "oOTaP Design Professional in accordance the Building Cate Two By Buck or Framing": See Nate (K) on Drawing No, FLEX28110 with applicable end sneer z and Note 8 an Drawing FLEX20100, Product Approval. Sheet 1 of 2 F&STAKIR rf45TAlRPhTTAN IIYSTRUCTIONS - R&N-..- 10 DEffi N PRESSURE RATTNG h FBC CODE COMPiIA lIM a 16" DIA• CONCRETE SOMW WITH NONSTRUCTURAL tN1E 9Y WOW BUCK AND CONCRETE GUILD -DOWN: (R) IrwtaNadorg depicted In these (I) Where window is nstalled in an opening with a non-siru.twal one by wood bmk for the head, sill and iambs, use a 3/16" nistrvttlons acceptable for design presscrrs lertg0h masonry d r screw sufficient achieve mint m 1-i 4" "P ti ' IarrreMr 9Dric at@ Str. 4f to ova mu embedment Of / ihto mason a c4nCrlte• She ads st' to 70 fSF. Design Pressurra D.P, are ig ( ) on Sheet 1 of this drawing for concrete screw she, embedment and bad reWinments, See FLEX20100, Note 7 for additional posidve alas negative. Overall window cxinoeve stew requirements, assembly design pressure may be toss than (1) Fastener spacing shah be per Notes (N), (P) and (Q) below, that shown in the fastener quantity table and shag be determined in accordance with #10 WOOD SCREW WITH SIRt►CTURAL TWO BY WOOD SUCK AND CONCRETE BUILD -DOWN. USED WHEN TWO ITY Note 13 Of FLEX2010t), BUCK EMPLOYED IN LIEIf OF ONE BY SUCK (THIS CONFIBURATWN NOT glOWN)t (S) Production Glazing may differ from that tested as allowed W ANWAAM VNWWOA M Where window Is Installed In an opening with a stnxtumf two by wood buck for the head, SNI. and jambs, use #10 wood screws of 101/14. 2, 10I113, 2/NAFS or sutEcient length to achieve 1-3/8" min. anbedment Into the two by wood buck See "Parts Use an Sheet 1 of this drawing for AAMN WDMF(r(SA 101/LS. 2JA440 and wood screw she and embedment See FLEX20100, Nate 8 for additional wood screw requirements, applicable Btdd% Optic. See Note 12 and (L) wood scnevai shall not be used to fasten aWAImply Poo the and grain of wad. 13 On proving FLEX 20100 for further (14) Fastener spacing "I be per Notes (0), (P) and (Q) below. details. (T) COnLTete Header at bead and/or two try FASTENER SPACING (Bee Elevation Vim an this Sheet)t wood buck and/or framing at dre head, Bill and iambs to be Secures fastened to Concrete (N)Screw sparing shall be as follows: transfer the load to the masonry, aorKme • V maximum each corner of hand all or jambs, Fran j r a other structural substrate Pia' the Flc • evenly spaced behwaen comer anchors but not exrRedkxg 15' a.c. spacing in head, silt or jambs of gearter-wade, quanar-dfde and the se ginser of ra n:N details a9 arch and halt fan conflguradons, or appNcabie- . evenly spaced between comer anchors but not exceeding le ox spacing in head, sill or)arahs of ail Other configurations not (U) Sea FLEX20100, NOW 10 to 15 for mentioned and above, itkirol FBC . add Cads Compliance. pr . tolerance Is +/- I", and • this tolerance is applkabte to the evenly spaced dtstarxe. /� • Corner distance measured from tipofframe. / l (0) #10 wood screw spacing shaft be as lbl ows. . S' m from each comer head sill or Iambs, maximum of • evenly wooed between come anchors bit not aunsadkng 12" a.c. s(iaCing In head, sNI or jarrdls for ft following Configurations, o eyebrow a half-ckcle arch o half -eyebrow 0 Octagon o fan a pemokl a full-drde o half -circle o triangle o trapezoid 0 oval n9 spacing • confer anchors but W exceeding 9' ae. b head sill or mbs for the between evenly spared .D following configurations, a quarter -arse o quar der-Drcfe arch a half -fan toleance is t/- I", and • this tolerance Is applicable to the evenly spaced distance. O Comer distance measured from tip of frame. M) Spacing in Note (N) and (0) above based an the use ofeidher a concrete screw or #10 wood screw as required for securing the window hours Ingo the sufatrate as follow' (am Illustration this Sheet). • Concrete screw "Am co ncrele or masonry using a rorhMo ccianil One ay Wood aud4 • #10 wood screw Into a Two By Waod Buck structurally attached to conaeto or mason sub . (Q) If configuration requires Combination of wrwats screw and #10 wood slow In olthsr a hood, sit or jamb, the lower ofthe maximum spacings above shag be used. Frame Width Ex" • $Paced Faster- - s` Max, �\Y"✓/` 4. ) J "m Frame / t Height LPo � � spaced /`/ - ax. Foetenan � JAMB 6(TYPMO (Tyip.} IV SILL 5- Max. -^ CTY0 Evenly SPac ed Fastener; (Typ-) EXTERIOR ELEVATION FASTENER SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE EXAMPLE: HEAD (CURVED PORTION) SECURED TO CONCRETE HEADER, JAMBS OR SiLL SECURED TO CMU AND CAST -SILL RESPECTIVELY WITH ONE BY BUCK USE 3/16" DIA.TCONCRETE SCREWS _-'�__ _ AT 18" O.C, SPACING 6EiWEEN ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS. -^ or -- HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO C STRUCTURAL TW O B Y SUCK (ATTACHED TO CONCRETE HEADER, JAMBS OR SILL) USE10 WOOD SCREWS AT 12 O,C. SPACING BETWEEN FASTENERS AND SPACED 5" MAXIMUM FROM CORNERS, (NOTE: 12" SPACING FOR EXAMPLE EYEBROW APPLICATION. OTHER APPLICATIONS MAY REQUIRE 9" SPACING PER NOTE (0)) 2 g 9 p 2 3 'ji z �( -Dg.�tt t-A 2 gflar sT mx ,ill oats 119107 shr. yt Scow.NTS Drawn Dr. Mclockedkedl . I Drawing No. FLM8110 Sheet 2 of 2 FASTENER INSTALLATION INSTRUCTIONS " FLEX27120 #8 WOOD SCREWS; (IQ #8 Wood Screw must be of sufficient length to achieve minimum embedment of Ix into the two by wood (L) Spacing of wood screws shalt be: . 4-1/2" max. from each confer of the head, sill and jambs, and • evenly spaced between comer fasteners but not exceeding 18" o.c, spacing for the head, sill and onV won i jambs � Shawn in Elevation le Sheet 1 of this drawing. . Tolerance is +/- P. This tolerance D5 applicable to the evenly spaced distance. Zh . Comer distance measured from frame./buck width or height dimension of frame, (M) Wood Screws Mall not be Used to fasten assembly into end grain of Woad. NAILS-1 (N) Nails shall meet the following requirements: . 0413" diameter or greater, . sul fcient length to achieve minunum embedment of 17/8" into the two by wood framing (generally, nail 2 3/8" lethgth or greater shaft meet tffe requirement), and . helical (screw) or annular (ring) shank style Only. (0) Manufacturer's nails meeting these requirements are (!cut not limited to) the following. • Pi stode, deformed Shank nail, No. 404947, 404537, 650111 and 650148. Durc -Fast deformed shank nag No. 325, (P) Spacing of nails shalt be: 4-1/211 max. from each Cornier of the head, slit arut jiumbs, and . evenly spaced between comer fasteners and not exceeding ox. spacing for the head, sill and jambs as shown In Elevation View on Sheet I Of this drawing. � Tolerance is +/- 11, This tolerance is applicable to the evenly spaced distance. / 2 l Comer distance measured from frame/buck width or height dimension of Hama. (Q) Nails shall not be used to fasten assembly into end grain of wood, (R) Installations depicted In these Instructions acceptable for dosign pressures to 70 PSF with Wainer spacing shown the Elevatkm View on Sheet 1 of this drawing far the following window : . to 52 1/8" x 95 • to 63" x 80" • to 71' x 71" • to 73" x 73" • to 831 x 55 1/4" to 95" • x44 58" / • to 119" x 37 3/8" Design Pressures (D,P.) are positive and negative, Overate window assembly design pressure may be less than 70 PSF and shall be determined in accordance with Note 13 of FLEX2DIW. (S) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/LS. 2, 101/I.S. 2/ftAFS or AAMA/WDMA(CSA 101/1.5, 2/A440 and applicable Building Code, See Note 12 and 13 on Drawing FLEX 20100 for fixt her details. (T) Sknictumil two by wood txrck and/or framing at the heal, sill and jambs to be securely fastened to transfer the load to the wood structural substrate per the FBC and the engineercif record's details as applicable, (U) See F020100, Notes 10 to- 15 for additional FDC Code Compliance. Datel 1/9/07 Seats: NITS DM" Si PJA Checked ay:)H Drawing No,. FLEX27120 Sheet 2 of 2 1' Min, Embedment OvJ Id "cre"' Sheathin I/4' Max. 8 9 Seat Behind Fin Shim Space (Note 2.a & 2,c,ii) Two Hyy Framing By Othrrrs Build Down Shim As Req'd." (Note 4.b and T) Frame Width �.--~� Buck Width .,_,_____-,-..-_- A V _ rcr N A - "' W^ F,i ' Hy others BNo �ebsand T) (Note T.b) Seal Behind Fin @ 9 B Shim AsI i' s 8 k Req'd. ��(Note t.b) 7 :j; --I 'A 4 ?-? rmea �t 1' Mtn. Embedment ( Hood Screw) ///////7//&Buck /Exterior Height 9 ^ Finishy4' By ❑{hers Mnx. ���SSShp ��_ Soat{hfngBy Perimeter Seal Others I u� z By Others A . I§ § 4 � .- o (Note 2.0 & 2.c.0V Exterlor^ Finish By Dthers N e � ,6'E �9 Buck I �6}- _ XT^ R ATI 9 = x Height g `✓ (B.H.', Frame Width Perimeter Seat „"- Buck Width It i ---- 7 HY Others (F,W, & B,W.) (Note as & 2.c.li) i 3 Frame Perimeter 4 6 S eI'tt 2 SEC I I CIN -13 DISCLAIMER: The purpose, of It* instsliation *owing is to me sent 'B ^ Byaothers (Note 2,r < Shim As the manufacturers recommendations for an oncrige (i,e„ wood _ g i I 2,c.ti) Req'd. screws, tapping snows and rals] to achieve the design pressure i 0 9 (Note 1.b) specified on the feneswadori product as required by the SOOT Florida - GENERAL NOTES (1 to 15) See Ganmal Notes Drawing f`LEX20100, Sheaf 1 & 2' Building Code (FBC), Section 1707-4,4, 2004 FISC-Suddng, Section 2714.5.4 and the 2(04 FBC-Resldentlal, Section f W,fi- Recommeclatlons regarding neshing, sealing, sealants or $her 3 (A) Milestone Sides 1000 Designer Faced Aluminum Window is sealant does not constitute a warranty joint I either expressed or I ._-_- $hown. Also appiloabse to Series 2000 Designer Fixed hummium practices implied. Exterior Finish e' Dthers � 1/4' Max. Shim Space Win d (9) Drawing applicable to Non -Impart Resistant glazed windows- C8 . / (C) Production Glazing may differ from that tasted as snowed by ' a 9 B ANSI/AAMA/NWWDA 101/I.S. 2, 101/IS. 2/NAFS a,AAMA/WDMAj(_'i'A 101/1.S. WA440 and applioxibla Building Code, See fie 12 am! 13 on C��" Two $y Framing Drawing FLEX 20,100 for further details. AllIR 8 By Other (D) For Fast$rr" Sparing a" Notes (L) and (P) on Shoot 2 of this � din' IR � SHEATHING (Note 4.b and T) drawing. Sao Noth(H)regarding deviations. Centertine of��eh BY OTHERS Seat Behind Fin (e) Wood Screwand 'Talwithdrawal vaWesused togeneratethe fastening require based Spruwfte-Fur Wth Specific Fastener ---;� a '" � 1' Min, (Note 2,a & 2.c,l)) wards are on a Gravity of 0,60, Sae Nola (M) regarding deviations. I IDete: 1 9 07 Embedment (F) Wood or tapping screw edge distance measured from edge of SCRIM l�s (Wood Screw) wood to canterlirre of wood or tapping screw must meet or exceed 1 `, I frown Or R7A Asti Minimum sea and omb riment per Parts List. See Note (H) regarding 1 Chocked By: M PARTS LISTECTI�N deviations. (6) Nail edge distance measured from edge of wood to canferilne of Roberti se, NO. 97 P.C. R Ulatwise Na 49T52 1 � - FinFiame nag reursf meet or exceed 9M8" ar 5 does Shank Diameter, which~ 2 $IN - Fin Frame is larger. Minimum size and ambadment per Pans List. See Note (bf) ` SW80 3 .Iamb - Fin Frame 4 Nat Used 5 Not Used .regarding deviations, (M Any deviation less than the minimum requirements stated must be approved by 1be manufacturer or engineered by "other' Design ` Attachment L/y Fin - 1�'�'.....""• ,1 ,+' ; t� « 6 GvlazinN„Read ,- Rigid Vinyl Professional In accordance wilt the applicable Building Code act e _.�_._.. c�_,_._._..n ; T f No an - Sao (a d Q Glazing (B) ( ) 1" Product Approval. Prod A s i e a is be N befit supplied Holes n th frame required) w 3116" to rag 0) PT} ( ) 'l fy)} 6 #8 an wood a P Head Ta Stew a e of into with minimum embedment I for W H Wood .F.afaW or NDf. aid must be A / the structural road substrate. See Note (K) on Sheet 2 and Detail A on this diameter #8 wood si raWs or the shank diameter of the nail rounded up to the nod standard designation drill bit size. in full contact with Attachment Fin. Centerline of fastener be �1%, YY ft'"'•'" drawing and Note 4.4 & 8 an Drawing FLEX20100, 9 Round Head Defamed Shank Nail with minimum 0.113" diarnater (I I GA) and tJ Screws and Nags HALF- NOT be mbar to fasten the same shall approximately 9 f 32" from edge of .# �i, „v.+" � ..' •"` mrnknum ertabodment of l-7/8' into the structural word autistrafa. Sea No* (N) Ott assembly. At-och men' Fin. Sheet 2 and Detail A on this drawing and Now 4.b & 0 on Drawing FLEX20100, DETAIL. A Dragging NO, FLEX28120 Sheet 1 of 2 FASTENER INSTALLATION INSTRUCTIONS - FLEX28120 #8 WOOD SCREWS: (IQ #8 Wood Screw must be of sufftde t length to achieve minimum embedment of 1' into the two by wood framing or the build -down framing component (L) 0 Wood Screw Spacing shall be as follows: 4-1/2" maximum from each comer of head, sill or jambs, • eve spaced between carer fasteners but not closed' 1 ox. in bead del or jambs for the �' spa ' , Ihiy spa n9 #apt following configurations at design pressures to 70 PSF, 0 eyebrow 0 half -circle arch o half -eyebrow a octagon O fan a pentotd O fulkirde 0 half•drcie a triangle 0 trapezoid a oval . evenly spaced between corner fasteners but not exceeding 151 o.c, spacing In head, sill or jambs far the following configurations at design pressures to 70 PSF, o quarter-orde o quaryer•cirdeands a half -fan . tolerance is +/- 1', and • the'; trance is applicable to the evenly spa d Ice. Ift . Caster distance measured from frame/buck width or height dimension of frame. (Ili) Wood screws shag not be used to fasten assembly law end grain of woad, NAILS; (N) Nails shall meet the following requirements: • O.L13"diameter orgreater, . sufficiterht length to achieve minimum embedment of 1 7/8" into the two by wood of build -down framing (generally, nail 2 31W length or greater shall meat this requirement), and . helical (screw) or annular (ring) shank style only. (0) Manufacturer's dales meeting these require;nents are (but not limited to) the following: Pasbda dafOmhai shank nail, No. 404947, 404537, 650111 and fi50148. D o-Fa deformed shank nag No, 325, - k (P) Spacing of ;tails shall be; . 4-V2' maximum from each comber of the head, sill and jambs, . evenly spaced between comer fasteners but not exceeding the o.c. spacing in head, sill and jambs for the following configurations at design pressures 46 to 70 PSF, a eyebrow 5" o.c, spacing a half -eyebrow 5" o.c. spacing o fan 6*ex. spacing O half -fin 4"o.c. spacing a fall -circle 7'". spacing o half -circle 6" o.c, spacing Or half-arde arch 6' o.c. spacng O quader-arcie 4" o,C, spacing o quarter-dhde arch 4 ox, spacing O oval 12" o,c, spacng O octagon 7" o.c. spacing a pentold 5" ac. spacing Q triangle 5" o.c. spacing o trapezoid 5" ac. spacing (P) Spacing of nails shall be (mrftinued): • evenly spaced between cornier fasteners but not exceeding the ox. spacing in head, sill and jambs for the following Configurations s at design pressures to 45 PSF, o eyebrow 9" O.C. sparing o half -eyebrow 9" o.c. spacing o fan 9' o,c. spacing o half -fan 7" ac. spacing o full -circle Ill o.c. sparing o hatf-cirde 9" o.c. spacing o half -cede arch 9" o.c. speong a quarter -circle 7" o.c. spacing a quarter -Circle arch 7" O.C. spacing o oval 17 o,c. spadng 0 octagon 11' o.c, spacing a poniard 9' O.C. spacng a triangle 9" ox. spacing o trapezoid 9" O.C. sparing . tolerance is +/­ 1', and • this tolerance is a)plieableto the evenly spaced distance. Corner distance measured from frame/kirk width or height dimension of frame, Nails shall n n in grain f . a is of be treed to Paste assembly to end aI o wood tQJ N 9 DESIGN PRESSURE RATING & FDC CODE COMPLIANCE (R) Installaboris depicted in these instructions acceptable for design pressures to 70 PSF with fa#ener spading in Notes (L) and (P). Design Pres5<rres (D.P.) are positive and negative. Overall window assembly, design pressure may be less than 70 PSF and shag be determiitied in accordance with Note 13 Of PLE•X201 W. 5 Production Glaze differ from that tested allowed b A 10I I.S. 2 101 IS. NAFS or ( } i)r'OdU Glazing may a5 yANSI/MMAJt4WW0 / / 2/ AAMA(WDtWCSA 101/1S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 fix further details, (T) Structural two by woad and/or framing at the head, sill and jambs to be securely fastened to transfer the load to the wood structural substrate per the FBC and the engineer of record's details as applicable. (U) See FLEX20100, Notes 10 to 15 for additional FBC (lode Compliance - Frame Width Suck Width r-_ - spaced Archon --�„_ HEAD / Frame Height I Buck Height v id4-1" "s ,iAMa Mtl%, y7/2 .) rl i SILL i f i 7 -•-I 4 1 Mux. (TyP.) I Evenly I Spaced ----••.-•.--••---•I Anshan (TYPI) EXI RLU ,-V....ftTl_ L ANCHOR SPACING ILLUSTRATION EYEBRQW ARCH DESIGNER WINDOW Data: 1 e 07 / / Scatty: rrfS Drawn 5W RJA Chocked apa Ai Drawing No. FLEX28120 Sheet 2 of 2 A. ANVCD DE 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 0� Ln lW- Z I-•4 O I < Ln .-i .a>rM9DD Qm �V M r a W M N 2: 00 00 = W fM Z. t Z � E WW 3j IT Z O CD tD mi '' e-e ' Ii W Uw (/® -j 1r/ \` CL D `W (. I LY- L. 6�1_ /'. co IL 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. 0.2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD 1,2 w C N M 0- CD ci 19 1000 P.W./DESIGNER SILL CTYP.) �--tt8 K 3/4 SELF TAPPING SMS -I X 2 X 1/8 TUBE MULLION SEALAN WINDOWT FBLANGES- ETWEEN�ly&. MULLION SEALANT BETWEEN- U L #8 X 3i4 SELF WINDOW Fi.ANGES t�� TAPPING SMS & MUL L ION 1000 S,H. MEAD (TYP.) SEALANT BETWEEN C./ENDOW FLANGES Si;,CTION A -•-A 1 1 & MULLION ,-1000 P W,/DESIGNER SIE_L (TYP.) 08 X 3/4 SELF TAPPING SMS \ � � I X 2 7/16 X 1/8 It / TUBE MULLION SEALANT BETWEEN j\,-- WINDOW UL ION FLANGES" 1000 P.W,/DESIGNER AUXILIARY PLATE SILL CTYP.) <r R ADDITIONAL ANC:gRS. WHEN REPUIREP) d_07-75 #s X 3/4 SELF TAi / TAPPING SMS �._� J,� Ir TUBE MULLION muLL IC,7_&II 1 '6••-ila X 3!4 SELF I000 S.H. TAPPING SMS HEAD (7YP,) SECTION t' A -A (2) I--100i0 P,W/DESIGNER It SILL (TYP.) 118 X 3/4 SELF TAPPING SMS ' /- - I X27/15x 3i8 nt' /d TUNE MULLION SEALANT / BETWEEN T' WINDOW FLANGE \ & MULLION \ _ # X J4 F D 3 SEL 4.,. # 8 3 SEL - TAPPING SMS `- loOG S.H. TAPPING CM �_ P G S t00o S.H. HEAD CTYP.) HEAD ,TYP.) SEALANTBETWEEN E'rrTIOn A-n 3) a- SECTION -) WINDOW FLANGES - & MULLION (''1000 P,W/DESIGNER SEALANT BETWEEN ) SILL (T''W) WINDOW FLANGES ((("""''''''1000 P.W,/DESIGNER SILL (TYP.) .. f & MULLION 8 _ SELF 1 �TAPPIMG S� j{ I X d X t/B r I-- WFI TUBE MULLION I �# TA 3 SEL ti TAPPING SMS (L /'� i (4 r-1C 1 / TUBE MULL UN #8 X 3/4 StLF TAPPING SMS 1000 S.H_ HEATS (TYP.) SECTION A-pA (5) '\ `•�-#8 X 3/4 SELF ) - 1000 S.M. TAPPING SMS HEAD (TYP.) SECTION A -A t6) TWO DY "WOLED BUCK BY OTHEF APPLIES TO HEAD & SR,L WHERE I' X 4" &- 2" X 4" TUBE MULLIONS ARE USED A- INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) _ - EXTERNAL MULLION INSTALLATION CLIP f I �._ NULL ION Iwo P,W,/DESIGNER SILL (TYP,) SELF 11 iL♦ DETAIL. C--� =` � /_ TAPPING SMS / ( 1 I-E X 4 x 3/8i � 4� _ f TUBE MULLION L_,._ ___.___.___ - II __.� _ �,/ 1 I I/81 MIN 1--.-. EMBEDMENT r A ION vIEWEO FROM EXTERIOR I DE._ ETAL APPLIES To HEAD & SILL WHERE I" X 2" & t' X 2 7/IE" Tti6E MULLIONS ARE USED I • F I rn of a a tI, t 1 R w ...i ro 1es here P - •- kiN SHC IN Ho+i n i Ci: ." 4 xa .a F _._ __. \ s not auilpple, '� it ,. ce table oc P a � sELF i'. i TAPPING SMS t,. s- V .�•,� SNiFALLAttgN A`YHOR ���'- f� q -?'t "insto906on Clip" Is WOOD SCREW _- low J.H. .SE TION A ---A (I t as shown :n � (TYP,) HEAD (TYP,) Detoil G. `�,-. HTR;7, CLIP Wayne A. Bieck, P,E. 548 R Hwy 27 i i78' MTN ClermanL FL., 347 i t - EMBEIAIENT FL Lcense Na. 52583 2540 JEWETT LANE FLORIDA EXTRUDERS SANFORD, FLORIDA INTERNATIONAL. INC, _ _ TITLE: SER, 1000/ 1500 FIN SHEET i OF 2 ` ,- " ,,"O H F?I7ONTEL MiIrLIi�N SECTIONS I , h+� r I^ SEE OTHER S 1 DE C SHEET 2 [IF, 2) FOR ya.'a'. DESIGN PRESSURE CAPACITIES A :: 1.- '' 0 `17 DRAWN SYt MSH APPROVED BY: WAB^^ 4i' ' / 1 7 /O'Z ( C t c DATE. . SSCALE: NT� DWG,; HM, IN SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF CAPACITY ^£CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY- CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW WINDOW UNIT 1X2X 8 1 1X2X1 $ 1 2X X 38 t X X23$ t 16X1 X2 7 8 I f 1 t 7t s X2 6X 8 / I tx-7tx ax t 3 6 / / 7t6% 8 2 3 / � I i tX4X $ / X X 1X4X1 8 1 438 / / � 1 4 XX38 / 4 ZXX3 / $ A CALL BUCK T} MULL l8 ULL E TUBE MU 5E MULL TUBE MU { 8E MULL TUBE MULL MULL TUBE MULL B TUBE MULL 'TU MU 8 MULL I E TUBE U 8 MULL L M TUBE MULL TUBE MULL BE I TUBE MULL TUBE BE MULL 5 1 SIZE SIZE 1 2 ANCHORS 4 ANCHORS 2 ANCHORS 1 4 ANCHORS [ 2 ANCHORS I ANCHORS I 4 N A R 2 NGH4 S 4 A R NCHO 5 4 .NC ANCHORS A R 6 ANCHORS ANCMO S 6 ANCHORS C S 6 ANCHORS _$ � S£CT,_A-A(t Sj Gjn A„ -A I�,,,1, _SECT_ A -A 2 SECT. A"•A 2 SECT. I S CT, A -A 3 ECT, A -A 4 SECT. A- 4 SECT A --A SECT. A -A g SECT. A• -A 6 SECT. A -A 6 SECT, A-A(D 12+HC .18 1/8 X 34 9/16428,17 856,35 428.17 1856.35 1 428,t7 856.35 428.17 856.35 856.35 1254.53 856.35 1284.53 1284.53 13+HC 18 i/8 X 46 i5/16 324,27 648,43 324.21 648,43 1 _2 .21 1 648,43 324.21 6d$.43 648.43 l972.65 648.43 972.65 972.65 14+ 18 1/8 X 59 3/16 261.39 522.7�-9���--•-�-�-- 261.39 522,79 1 261,39_ 522.79 261.39 522.79 522.79 ` 784.18 522.79 784.18 784.18 145+HC 18 1/8 X 64 13/t6 240.03 j 480.07 .., . _.- .- 7 43 20 , 240.03 - ------ 218.60 480.07 -- 437. 0 2 240,03 t8.60 2 � 480.07 7 43..20 240.03 2T8.60 480,07 437.20 480.07 437. D i 2 720.11 { 480,07 655.81 43 0 7.2 720,11 655.8 } j 720,I1 -- I 655 $ 1 I t5+ C t t t X 71 9 6 8 .- 1 8 .60 1 16+HC 78 ij8 X 80 5/t5 195,34 33-90.69 795,3A , 390.6__.,_-�---1-.,5-3-4-�-390,6�✓ _a a _ -t�95-3•�4-•-• � 39q.69 390.69 1-� 586.04 , 390.6E 58$,04 5$6.04 ----- 1 7+i4IC�-18 1�/8 X 91 9/161t7t.07 1342.15 171,07- 342.1`5 1 17t.07 i42.15 tt 71,07 342,15 342,15 513,2.-1 � .342A5 513.23 513,23 1H2+HC ---t- 5 1/2 X 38 1/ 263.27 526.54 263.27 - 526.54 �- 263.27 - _. _ 526.54 ._ _....__ 263.27 ._ .a _ - I 526,54 �526,54 _ 789,81 1- 526.54 789.81 -- 789.81 1 H3+HC 5 1 j2 X 50 5/ ?07,89 415.7E 207,89 415.78 207.89 415.78 207.89 { .-___._. 415.78 _____.__.__. 415.78ry _�_.... _ ' 623.67 415.78 _ _---_-n._ 623.67 _.. ,,. 623,67 t H4+HC s 7 t Z X 62 $ / I 170.$4 41 3 .69 ? 7 .84 4 �1 341.69 1 7 0.$ 4 41.fi 3 9 9 1 84 I 70. i 341,69 ![T� 341,69 512,54 41.69 i 3 512,54 512.54 1 t u s !z >x / 1 X 6.�5r.,.2 7 n z n 1 R 315,u5 % R") t5....� i - R I 5 ? 1..7,9_ "i S f S S 3t_.8.. I f{ 4 73,7_ 1 315,85 473,78 7 7 4.3.,8 .H4,�+..0 ., � ,.t5.85 .57..,2 _t5 _5 .15.8_ IHS+HC 5 1/2 X 75 1/ 144,78 289.57 144.78 289.57 144,7E 289.57 144,78 289,57 ! 289,57 ;434,3b 289.57 434.36 434,36 IHG+HC 5 t/2 X 81 1/4130.32mmm 260.65^^~ w130,32 260,65 130.32 1 260.65 130,32 1 260.65 260.65 390.98 1 260,65 390.98 390.98� i H7+HC �5 1/2 X 96 114 115.01 -__. 230.02 115.01 230.02 115.01 i 230.02 115.01 ! 230.02 ' 230.02 345,04 1 230.02 345,04 345.04 22 + HC X 1 43 36 /2 1 3 9 S4 --- 2 79.0 t -_ t 9.54 3 7 2 9.01 139,5 4 2 13 9,50 27 9 t 0 2 7 9 0 t 1 5 t 79 01 4 2 $ 41 8,51 I 41 8,51 3 H C 6 X S 7 I'll2+ 3 5 /$ 129 24 8 4 25 8 1 29.2 4 2 48 129.24 __ 258.4E T. 124.24 58.4 2 8 -_ 5 2 8.4E 7 7 .4 3$ 2 258 8 i 3 2 87 7 3 7.72 $ 24+HC ; 36 X 68 1/8 108.58 217.16 _ - 108.58 _58 -m 217.16 108.58 217.16 __ 108.58 ;' 217.16 217.16 325.74 -, 2I 17.16 325,74 325.74 245+HC 25+HC - 36 X 73 3j4 36 X 80 t j2 - 10t,15 -- 93.48 202.31 186.96 101,15 _ i 93.4E - _.._ _ 202.31 -- 186,96 101.15 93.48 202.-31 --- 6 9 1$ 6 - 101.15 9 .4 3 8 i 202.31 ' 1 .4 86 680 -- _ 202.31 186.96 _._,-__ - 303.46 ! 202.31 2 .44 '. 186 9 6 _� 303.46 _ 284.4 A 303.46 4 2$0. 4 26 HC - 6 _ 1/2 3 _ X 89 _Z $4.8 9 ,_ i6 79 _ 9. - 84 F9 .8 - - 1 69.79 4 9 8 .8 6 1 9. 7r3 8 4 89 €i t 9 ?9 t69. 79 f "7 .69 6 254 9 9 _ 4 6 _1S , 9 254.69 __ - 27+HC 3Ei X 101 1/2 75,63^-151 2? 75.63 151.27 75.63 151 .27 75.63 151,27 151.27 226,90 I 151.27 22b.90 226.90 3+ 2 HC 5 t 8X 509 t6 2 / /74 52 87,63 I 74.52 t22.28 74.52 130.48 74.52 149.05 t49.05 1 2<3.57 ! 149,05 57 223.E T�N 223.5 _ 33 +HL` t i t S2 8 X 62 6 I / 6 1 6,0 77 62 ' 66. t 0 I f 0 t 8 3 66.0 t 1 8 15 5 _ 6 6.0 t t 2 0 3 2 t 32 02 I 3 8.04 132.02 9 i 98.04 1 98.0 4 34+HC 52 1/8 X 75 3/16 63.07 74.16 63,07 t03.49 63.07 110.44 63.07 126.15 126.15 189.23 ! 126.15 189.23 189.23 345+HC S2 t/8 x BG 13/t6160-90 m_ 71.61 60.94 99.93 60,9R_ - 106.6a_ 99,52 6C1,9fl_ __ 56.84 .__72t 8i_ 1 13.68 ---,,- ___._.1$Z 113.68 72 121.81 170.52 13.68 - - 1$2,72 182.72 35+HC 52 1/8 X 87 9/16 56.84 66.83_ 56.84 93.26 56,84 170.52 170.52 + 36 HC - 1 8 X 9 6 52 6 9 1 / / - I 52.19 - 7 61.3. 52,19 8 $.64 - 52.19 .______- +91,38 __ 2.1104.38 9 104.38 5 5 1 6. 8 104.38 t56.58 156 .58 37+HC 52 1/8 X 106 9/t6 47.06 rv)" 55.34 ..-..I__..47_06 77.22 47.06 82.40 47-06 94.12 . 94,12 141.19 94.12 141.i9 141,19 __ _, .. -_ _.._.__.._._._._..,,,_.._-_._......,_...._._._ NOTES}___.:�__.__......_.,.-_.,-. �"y .� _ Q -W A) NUMBER OF ANCHORS NOTED ARE FOR f9 WOOD SCREWS INTO WOOD FRAMING j� !, EXTRUDER REQUIRED AT EACH END USING I I/a" EMB£OMENT. 1' LORIDA L'XTRUD.L;.I .} S 254 JEWETT LANE,'' B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE INTERNATIONAL, INC. SANFORD, FLORIDA 1N`{'EiiNAT1 THIS ULTMATE LOAD 15 BASED ON 1.5 X DESIGN PRESSURE PER 1707.4,5,4. USE THE rN'A r- OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART, TITLE: DESIGN PRESSURE CAPACITIES FIN , THE MULLED WINDOW ASSEMBLY'S OVERALL DEStGN PRESSURE RASING IS THE LOWIFR !C-tt HQRIZONTA� MULLIONS OF" LACK W01VIOVAL WFNUOW'S LABEL RATING, ASTM Et300 GLASS LOA9 RE$I$TAHC£ OR - SER. 1000 & 1500 THE LOAD RATING OF THE `AVUJON PER THIS DRAWING, WHEN CMOSfNG A MULLION, bb ""'"'"'"' DRAWN UY: M S H APPROVED -WAB FXCF.FO THE MKDOW/GLASS DESIGN PRIESSURF T14FRFR`Y CAUSING THE WINDOW/CLASS BY: DESIGN PRESSURE TO 'GOVERN. DATE: 6/ 1 7/O4 SCALE' FUL! ➢WG_` i HMF I N PG 2 1000 S,FL -I , --I X 2 X 1/8 1000 S.H, JAMB (TYP) t TUBE MULLION .IAMB (TYP.) T #8 X 112 SELF .r'� TAPPING SMS IX aX3/8 TUBE MULLION L_ 1L - #8 X 1/2 SELF I I/0' MIN. APPiNG SMS EMBEDI�"iE-N-T TWO BY WOOD BUCK BY OTHERS -'�'Z-= -. t-"r^,.-.3--�A•-....� - -< Z x 4 x 3/8 \ - TUBE MULLION SEALANT BETWEEN SEAI..ANI, HCTWEEN IN WINDOW FRAME WINDOW FRAME & MULLION & MULLION •-"EXTEF `�-• 08 # I-1/2 SCLF7-,.l. X t-}/2 SELF �, Jlf iNSTA TAPPING SMS TAPPING SMS f I MULLION --`� SECTION ,A- A (1) SECTION A -A. /� i X 2 1/16 X 1/8 10QQ SH.- APPLIES TO HEAD & SILL WHERE 1' X 4" 1000 SA. LIBE MULLION 1000 S.H,- '-I X 2 7/16 X 3/6 JAMB <TYP.) � & 2" X 4" TUBE MULLIONS ARE. USED JAMB (TYP-) JAMB (TYP,) TUBE MULLIUNI APPLIES TO HEAD &SILL WHERE 1" x 2" & t" X 2 7/T6" TUBE MULLIONS ARE USED ter-- 48 X I/2 SELF INSTALLATION ANCHOR I' #8 X 1/2 SELF ! - #8 X 1/a SEL` TAPPING SMS IN WOOD SCREW TAPP#TUG SMS TAPPING SMS ,�> TAIL E�' TY •`T -,_L SEALANT BETWEEN WINDOW FRAME & MULLION L•- #8 X 1-1/2 SELF TAPPING SMS SECTION A -A 3 ,--I X 4 X 1/8 / TUBE MIJLLIGN ION S.H. 1000 S,H. JAMB (TYf ,) JAMB (TYP,) ZL1 �-^ 48 X 1/2 SELF ! TAPPING SMS _a]_SEALANT BETWEEN WINDOW FRAME 1 & HGE-0 R4 \-- #8 X 1,1/2 SELF TAPPING, SIMS SECTION A -A (5) I - - ,_,,, �_. ror WtmnateNii P.) I 511E P*a/iks wd,era I -EsuitoblC "SI Clip' a not t is • SiLL CLIP i acoeptaDla to use - - #5 X 1-1/2 SELF SEALANT BETWEEN TAPPING SMS "`.- �. SEALANT BETWEEN WINDOW FLANGES & MULLION I"iouoSan Clip' as shown in 1 t/8' MIN. WINDOW FRAME Detois C. f,; EMBEDMENT & MULLION .,-. #8 X 1-112 SELF SECTION A -A (7 ) SiIEATWNG -- �'�FR.MI,K, 1 TAPPING SMS i ff-LA1L C -� SFC°TIGN A --A (4 1 /- 1 X 4 X 3/8 TUBE MULLION C I I #8 S""LF T AUXiLIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) Q 0 _ �G I ,� SMS^<TYP.) MULLION #B x I,`2 SELF -I1_:.1EIPt VATION & SMS f VIEWED FROM EXTERIOR _. T_TAPPING 'n INTERNATIONAL., INC FLORIDA EXTRUDER S h� e` C^ 2540 JEWETT LANE SAN O 0 ���__. iiT'I,F;: SER. 1 �00/ 15C0 F I fJ SHEET 1 flF 2 o�_,a 62w, Y VERTICAL MULLION SECTIONS SEALANT pETWEF_N WINDOW FRAME Co.; I ?+j85 '" [ SEE OTHER SIDE ( SHEET 2 OF 2) FOR & MULLION _ it ou a ^ -.�c`I�� � 4-W ' DESIGN PRESSURE CAPACITIES #8 X 1-1/2 SELF TAPPING SMS v u f rtL _i `�'i'M DRAWN BY: MSH APPROVED BY; WAB SFC:TION A --A (fD -1 1� U� II- `. _ y, it ' DATE:E1/17/Q4 BCALB: NTS DWG.: 1VMf IN 1000 P.W./DESIGNER SILL (TYP,) #8 X 3/4 SELF TAPPING SMS i X 2 X 1/8 TUBE MULLION SEALANT BETWEEN VINDOV FLANGES- . , MULUDN WINDOW FDLAW,C'S _ i �-#8 X 3/4 SELF & MULLION T-- 1000 S-H. TAPPING SMS HEAD (TYP,) SEALANT BETWEEN WINDOW FLANGES SECTIGN A -A 1 & MOLLION 1000 P,W,/DESIGILR SILL <TYP,) t #8 X 3/4 SELF" TAPPING SMS 1 X 2 7/16 X 1/8 _r� / TUBE MULLION / __-.- -- _:]1 I SEALANT -- &1MULLEDN ANG*CSN 1000 P,W./DESIGNER SILL (TYP,) /�#a x 3/4 seLF / TAPPING SMS Tt X2X3/8 TUBE MULLION `-- #6 X 3/4 SELF \_,_ 1000 S.H. TAPPING SMS HEAD (TYP.) SECCIQ,N A --A (2) 1000 RV/DESIGNER SILL (TYP,) #8 X 3/4 SL0 TAPPING SMS /-iX27/16X3/8 ( TUBE MULLION j SEALANT BETWEEN i WINDOW FLANGE & MULLION !I x 4 - F a a/ LL S # X f 4i F' ` a 3 sE_ , TAP �-• 1000 S.H. ..PING SMS TAPPING M \. tNG SMS - 1000 S.Ft. (TYP.) HEAD ? HEAD E D (TYP.) e b SEALANT BETWEEN SECTION A /, f3) - SECTION A!1 7hi�hi WINDOW FLANGES - & MULLION r- 10410 P.W./RESIGNER SEALANT BETWEEN 1000 P.W./DESIGNER iSILL (TYP) WINDOW FLANGES R MU`_I. ION SILL (TYP.) IF -�#a X 3l4 SELf TAPPING SMS I #8 x. 3/A SELF TAPPING SMS(( /-- I K 4 X 1/8 r I X 4 X 3/8 !F�' ( " "h`vi / TUBE MULLION k r",_v)S`7 / TUBE MULLION ­ #8 x 3/4 SELF 1000 S,H, TAPPING SMS HEAD (TYP.) 5tQTIQN A -A 5' `--148 X 3/4 SELF" Iwo S.M. TAPPING SMS HEAD (TYP.) _,CTIGN TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE t" X 4" 1 & 2" X 4' TUBE MULLIONS ARE USED) '�7 CONCRETE pR MASONRY BY OTHERS ONE BY WOOD.".,....' BUCK BY OTHERS DETAIL B INSTALLATION ANCHDR 3/16, DIA. TAPPER SCREW ANCHOR (TYP.) -^ EXTERNAL MI,„kIi1N iNSTALLAT.10 CLIP MULLION IOOa P,W,/DESIGNER SILL (TYP) I71 t #8 X 3/a SELF y7� i TAPPING SMS r2X4 X3/8 `'v jt TUBE MULLION i{4{{ p� �I tom-- 1 BED MIN. EMBEDMENT f j��. = ' '-� I�Ci9 �m , ` �1 I - _ - I 'a SELF iot #$ x E F L A _/4 TAPPING T SMS P G M I --IDoo S.H. SECTION AAA (7� //r I HEAD (TYP.) t 1 I ttt { 1 / 1, I i _. Wayne A. Black, P.E I EL V 548 B Hwy 27 I VIEWED FROM EXTERIOR Clermont, FL 34711 FL License No. 52583 FLORIDA EXTRUDR EXTRUDERS I2540NJEWETTL ti 1 1� LANE - SANFORD. ELORIDA TITLE: SER, 1000/ 1500 FLANGE SHEET 1 OF 2 •" �� , ' , > t ". I ifJR I ZQNTAL MUC,L ION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR r ```` ,'a3 T DES I ElN PRESSURE CAPACITIES 4; v ur T� . ." . DRAWN BY: MSH APPROVED BY: WAB "FTN,At,'`'v' DATE;6/17/04 SCALI::NTS DWG.: 1HMFLG -,- _ SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOMS HORIZONTAL DESIGN_ PRESSURE CAPACITIES IN PSF -.k2+HC I T W WINDOW UNIT TIP -TO -TIP SIZE ITUBE CAPACITY ^ A X 1 1 2x $ t MULL CHO S 2 AN R SECT, A- i t CAPACITY iX2Xi 8 / U MULL TUBE L 4 ANCHORS SECT, A -A 1 CAPACITY 1X2X3 8 / 7 M TUBE MULL 2 ANCHORS SECT, A -A 2 CAPACITY 1 X X2 3 8 / TUBE MULL U A ANCHORS SECT, A-,,A-L2, CAPACITY x 7 1 B 1 6 2 X1 M TUBE MULL BE L 2 ANCHORS SEC A -A 3 CAPACITY 1X2 7 t6Xf StX2 I / TUBE UL MULL 4 ANGHAR SECT, A -A 8 CAPACITY 7 f 3 81%2 fiX I / TV MULL BE L 2 ANCHORS SECT. A --A 4 CAPACITY 1CAPACITY t l 7 %J t 6 8 f TUBE L 8E MULL A AMCMORS 5 1 A -A 4 CAPACITY tX4X1 8 / TUBE M SE MULL 4 ANCHORS SECT. -A CAPACITY 1X4X1 $ i USE MOIL AN H RS 6 C O SECT. A- 5 CAPACITY 1X4X3 8 / T MULL TUBE UL 4 ANCHOR S SECT, A -A 6 CAPACITY 1 4X X. 3 8 U M TUBE MULL E L 6 ANCHORS A C- S SECT. A -A 6 CAPACITY -' 2X4X3 8 I T TUBE MULL 6 ANCHORS CT, A -A 7 19 1/8 X 35 9/16 839.88µ- 1679.78 839,88 1511,80 839.88 1679.78 839.88 T 1679.78 1679.78 2519,66 1679.7E 2519.66 2519.66 19 1/8 X 47 15/16 635.96 11271.93 635,96 1144.74 635.96 1271.93 635,96 1271„93 1271,93 1907,91 1271.93 1907,91 1907.91 14+HC 19 I/8 X 60 -3/16 512.73 1025,47 512.73 922.92 542.73 1025.47 512.73 1025.47 1025.47 1538,21 1025.47 1536.21 1538.21 __ 1 dS+HG 1 x 6 t t6 9 /8 5 3/ d74.$ 4 - 94 1.68 -_- 47 4 0.8 $ A 7.51 4 70.84 41. 8 9 6 470.84 941.6E 4 9 1.68 4 1 12 53 941. 68 � 14 2.53 1' 141 2 53 15*HC is t/8 X 72 9/t8 428:80 $57,60 428.$0 771.64 428.80 $.,7.50 4 Z8,80 7.6 $5 0 57 80 $8 1256.40 57_ 60 1 4 286. 0 1286,40 16+HC 19 tjs x 81 9/18 383.1E 766,36 383.18 _ 689.72 383,18 766Il-,36 383.18 766,36 766,36 11149,54� 766.36 114�3.541149.54 17+HC 19 t/8 x s2 9l16 339.08 67$,17 339.08 1610,35339.08 _„ 678,17 339.08 678.17 678.17 10 7. 6 1 2 67 17 6 8..t017.26 1017.26 -- .IH2+HC 6 1/2 X 39 1 ___ 516.41 - 1032.83 516,41 - 929.54 516,41 1032.83 _-_ 516.41 ~"1032.83 - ,-._.__ 1032,83 _ _ 1549.24 1032,83 1549.24 -- I1549,24 1H3+HC 6 1j2 X St 5f 407.78 815,57 407.78 734.01 407.78 815.57 407,78 t $ 5 .57 5 $t57 1 223.36 11515.57 1223.36 1223.36 H+ 1 4 HC 7 6 1/2 X 63 / 335.12 70 5 6 .2 335.12 603.22 335.12 67 .2 0 5 3 3 5 12 6 0.2 7 5 -.�,_ 670 25 �.__-.- 1 -3 O_ 8 _._.,,, 70. 5 6 2 1005.3 8 10 S 3 6 0 1H45+HC 26 1/2 X 69 1/2 _ 309.78 619,56 309.78-_ _ 557.60 309.78 619.56 309.78 619.56 619,56 929.34 1619"56 - 929,34 929.34 iH5+HC 26 1/2 X 76 1/4 284,00 -� 568,01 284.00 .. 511,21 --_- 284.00 S_68 284.00 568.01 568.01 852.01 568.01 852.0tm 852,01 1H6+HC- 6 1/2 X 82 1 j 255.64 .511.28_ 255.64 460.16 _ 255.64 511.28 255.64 511,2E 511.2E 766,93 1511,2E 766.93-766.93 1H7+HC 6 1/2 X 97 i j 225.60 4St,21 225.60 i-_.:_.,_._. _. 406.09 225.60 451.21 225.60 451.21 451.2i 676,81 1451,21 676.81 1676.81 + 22 H C 4 1 3 X 4 7EZ 273.64 3d .70 6 __ 273 64 --- 47 9 8 9 __ - 1443.75 273.6 d _. `i. S_t 39 2 73.64 547,29 __ 547.29 820.94 _ 547. 9 2 2 4 8 0 9 _ 820.9 4 23+HC 37 X 56 7/8 253,51 321.20 253.51 253 24+HC 37 X 69 1/8 212.98 269.85 212.98 _ 372.81 ___ _, 212.98 405.81 212.98 425,97 425.97 635.95 1425.97 __._. 638.95 _ 638.95 245+HC 37 X 74 3/4 11 198 4141 - - 251.39 _. 198.41 347,31 198.41„ _ 378.05 1198.41 396.83 396.83 - 595.25 �I, 3 9 4 - 595.25 _ _ - - 595.25 25+HC 37 X 81 `1/2 183,37 232.32 183,37 320.97 '_- - - 183,37 349.38 183.37 366,74 366.74 550.11 1366.74 - 26+HC 37 X 90 1j2 166.53 21q.49 166.53 291,49 166.53 317,30 166.53 333.06 333.06 .-.._ 499.59 _,_._._...,.. _ _ 333.06 - 499,59 -__ 499,59 27+HC 37 X 102 1 2 14 .36 8 -_.. 187.97 48_ b 1 3 2 9.6 5 9 --.__ _-Y__..._., 14 6 8.3 ___ 282 .68 t48,36 296 72 96. 7 2 2 45 4 ,09 - 6, 7 29 2 - .__ 5.0 44 9 4 .09 4 5 32+HC 53 1/8 X 51 9/16 8$.34 88.34 122.05 122.05 132.85M--q 132.85 148.14 .rn. 189-45 296,28 444.42 296.28 444.42 1444-42 +H 33 C t 53 t 8 X 63 15 c / f 78. 5 2 - �78.25 1 108,1 t { 10 .11 $ 117.68 1 6 17. $ 131.02 I 67,82 262. 04 39 .O6 6 4 2 2,0 __ 06 393.06 34+HG 53 1/8 X 76 3/16 74.77 -_ 7d--- 103.30 103.30 172.44 t12.44 125.12 160.35 250.25 375.37 250-25 375.37 345+HC 53 1/8 X 81 0/15 72.20 _... 99,75 _ 99.75 - __ 108,58 _ 108.58 120.77 154,83 241.53 362.32 241.55 362.32 ----- - 362.32 - 35+HC 53 1/8 X 88 9/16 67.38 _72_.20 67,38m 93.08 93.08 101.33 101,33 112.62 144.49 225.25 337,88 225.25 337.88 337.88 36 HC 3 9 x 97 9 t6 5 1 I f ^ 61.8? ___ 61,87 - �- 4 85. $ 85.48 93A4 93 04 103.33 _ 1 32,6E 2 015 67 3 0. t 00 20 6 67 3 0 1 ,40 i 3 0,00 53 1/8 x 109 9/18 55.79 55,79 77.07- 77.07 83N90 8390 ;53.49 119.64 1$6.18 279.28 t86,18 a 27 .28 279.28 _37+HC _.._. - NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS 'INTO MASONRY REOUIRED AT EACH END U51NG 1 1/4" LmuEOMENT_ 8) PRESSURES CIvEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707A-5.4. USE THE OPENING'S DESIGN PRESSURE WtNOUT INCREASE FOR COMPARISION TO THIS CHART, C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATI1,4 13 THE LOWER OF EACH INOIWDUAL WINDOW'S LABEL, RATING, ASTM E1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING, WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN, _ /� 'GiS/%7'+ 7 ' j j'G�'E�c^. INTERNATIONAL, INC, �y''I FLORIDA j LORIDA EXTRUDERS R U L/ERS Z644 JEWETT LANE SANFORD._FLORIDA --------"-'- ,___---- _ TITLE' DESIGN PRE SSU}2E CAPACITIES ELANuE HOf2I ZrONTAL P-1ULL I ONS '- S,-R, I OGO & 1 500 DRAWN BY: - APPR V W(�B._`�^_ 4 ED BY, _ ___r _ DATE! 6/ 17/OXP ,SCALE;. F UU, DWG.: I HMF=C, PG ? SERIES 1000 & 1500 FIN .-..,....,-......_ WINDOW CALL SIZE WiNDOW TIP -TO -TIP SIZE �.� CAPACITY 1x2X1/8 TUBE MULL 2 ANCHORS T. A -A t .----r.--., CAPACITY 1X2xl/8 TUBE MULL 4 ANCHORS SECT, A -A CAPACITY ix2X3/8 TUBE MULL 2 ANCHORS E T. A -A 2 CAPACITY mX3/8 TUBE MULL 4 ANCHORS SECT, A -A 2 CA AC TY 1x2 7/7sXI/8I TUBE MULL 1 2 ANCHORS SECT, A -A 3 12 18 1/8 X 25 201,$3 403.67 201.83 403.67 201.83 13 18 1 8 X 37 3/ 125.78 251.57 125,78 251.57 125.78 14_ 18 1/8 X 49 5/ 91.61 129.63 9t_61 178.41 91.61 5 14- 8 1/8 X 55 1j 81.45 92.98 81.45 127,97 - ST.45 15 t$ t $ X 62 65.16 65,16 71.88 - 89.68 71.8888 16 18 1/8 X 71 142.96 42.96 59,13 �36,65 59.13 62.15 I 17 18 1j8 X 83 26.63 26.63 _ 36.65 -^„ ;39-11 IH2 25 1/2 X 25 157.66 315.32 157,66 315.32 - 157,66 1H3 25 1/2 X 37 3/8 94.72 189,44 94.72 189.44 94.72 IH4 25 1/2 X 49 5/a 67.89 96.07 67,89 - 132.22 - 67.89 1 H45 25 1/2 7 55 1 //4 60.08 68.58 60.08 94.34 60.08 IH5 25 1/2 X 62 '47.85 47,85 ,__ 52.79 65.86 52.79 IH6 25 1/2 X 71 131.40 31,40 43.22 43.22 45.43 T IH7 25 1/2 X 83 _I.38 19 38 26,67 26.67 28.46 3b X 25 ISO 260 130 260 - 130 6 X 37 3j8 73.30 146.60- 73.30 146.60- _- 73,30 F23 51.2A 72,44 51.20 99.71 51.20 6 X 55 i /4 44.97 51.334A.97 70.65 44.9736 X 62 35.57 35.57 39.24 48,96 39.24 26 36 X 71 23,19 ;23,19 31,91 31,91 �33.54 27 36 X 83 14.21 I 1 A.2t 19,56 t 9,56 20.88 ____ - ------ 32 52 i/8 X 25 114.92 229,84 114.92 229.84 114.92 33 52 1/8 X 37 3/8 59.01 118.02 59.01 118,02 59,01 34 2 1/8 X 49 5/8 39.25 55.54 39.25 76.45 39,25 345 P2 1/8 X 55 114i 34.02 38.84 34,02 53-45 34.02 35 52 i/8 X 62 26.59 26.59 29.33 36,60 29.33 ^ 36 52 1/8 X 71 17.13 T7,13 j 23.57 123.57 124.78 37 52 1/8 X 83 10,38 10.3's 14.29 114.29 15.25 _-...__..,. .__.�.-,_..-.__.._ _.,_.-___. .._._,.-__.._ NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING. REQUIRED AT EACH END USING 1 1/8' EMBEDMENT, B) PRESSURES EVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER t707.4.5.4. USE THE OPENING-S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. ' . , C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHMNG A MULLION, FXCFFr` THE WINDOW/GtASS DFSICN PRFSSURF TNFRFRY CAUSING THE WINDOW/GLASS { DESIGN PRESSURE TO GOVERN, 1000 P.W./DESIGNER SILL (TYP,) /#8 X 3/4 SELF TAPPING SHS I X 2 X L/B TUBE HULLION SEALANT BETWEEN WINDOW FLANGES- !. fa .- ". & MULLION SEALANT BETWEEN D \- #9 X 3/4 SELF WINDOW FLANGF_S & MULLION \_ 1000 S,, TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1} & MULLION r I009 P,W./pESEGNER f( SILL (TrP,) 1sELF TAPPING SMS //j``` I X ? 7/16 X 1/8 TUBE MULLION I ]l \ - SEALANT BETWEEN ViNDOW FLANGES- , a NULuON 1000 P.W./DESIGNER SILL (TYP.) #8 x 3/4 SELF TAPPING SMS r-- i X 2 X 3/8 I/ TUBE. MULLION � X 3/4 SELF --- 1000 S.H, TAPPING SMS HEAD (TYP.) E Tt N A -•A , 2 F/ 1000 P.W./DESIGNER SILL (TYP.) II 08 X J/4 JLLi TAPPING SMS Ti x s 7l16 X 3/E TUBE MULLION SEALANT BETWEEN WINDOW FLANGE & M.ULLICN f #B ! ,SSS Ek F /4 EL F `-. M --1000 S.H. TAPPING • 100 S.h.T#SaPRxIN3G SMS S HEAD (TYP) BEAD (TYP,; 7 SEALANT BETWEEN SECTION A -A (,,) c T!QP1 A A tl WINDOW FLANGES . I. MULLION {' 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP,) WINDOW FLANGES __i j'� 1000 P.W./DESIGNER j SILL (TYP,) & MULLION \ #8 z 3/4 SE:.F SHS T SELF TAPPING SMSL \ X 4 x 1!B L4�_i_,Tf"NG 11 / TUBE MULLION { r*- 4 X 4 X 3!a IrS' r---CD-1I / TUBE MULLION -#8 X 3/4 SELF tool) S,H, TAPPING SMS HEAD (TYP) �£CTIvN A -A f 5 i - #8 x 3/4 SELF 1040 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A CR,1 TYPICAL MULLION TO CONCRETE 0 JAMB (AFFLIES Tp JAMS WHERE t" % 4" & 2" X 4" TUBE MULLIONS ARE USED) ,<� CEiNCRETE pR MASpt•IRY BY OTHERS ONE j}Y WOC]U.-_./ BUCK BY EITHER$ �-••� I �f DETAIL D INSTALLATION ANCHOR Sei(,' DtA. TAPPER SCREW ANCHOR CT YP) ---^- EXTERNAL MULLION INSTALLATION CLIP MUL, 014 1000 P.W./DESIGNER T (TYP,) ) I TAPPING X 3I4 SELF PPfidG SMS 2 X A X 3/8 I Y'J, t� TUBE MULLiQN `v! ._._---/-_-_- _ I j J ------/-- -r 1 1/5' MIN, ` EMBEDMENT LiLDETAIL-3 f/� ��`\ // r-- A } i --� x-44 ../ F9 SE La A T P.N \ RP G ` SMSIIf{E f______­.# l 'T1 -A 7r5 C, GN A -^ 000 M. � S(T r / HEAD (TYP.) I 11{ _10 I Mayne A. Mack, , .E. � I - i .E�iO 548 8 Hwy 27 ✓IEtWED FROM EXTERIOR Clermont, FL 3471? 1 FL License No. 52583 FLORIDA EXTRUDERS 2540NJEWETT LANE SANFORD, FLORIDA I TITLE: SER, 1000/1500 FLANGE SHEET i OF Z <. _�,; HORIZONTAL P�IULL ION SECT I C]NS r SEE OTHER SIDE ,'SHEET 2 OF 2) FOR y4�: 52 a3 - w RESIGN PRESSURE CAPACITIES ;<Y,1' ___ DRAWN BY:MSH APPROVED BY: WAB ",,:)N.A4 -� DATE:6/17/04 SCALE:NTS DWG-: IHMFLG SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRE55URE CAPACITIES IN PSF WINDOW CALL SIZE -- WINDOW TIP -TO -TIP SIZE CAPACITY iX2X1 8 TUBE SECT. A -Ail) CAPACITY iX2X1 8 4 ANCHORS -A CAPACITY 1X2X3 8 SECT. A-A2SECT. CAPACITY 1X2X3/8 MULL 4 ANCHORS -2SET, CAF'ACI X2 7/ISX1/81X2 MULL A-3SECT, CAPACITY 7/16XI/81X2 TUBE MULL 4AMHORS -A3SECT, CAP'ACt 7 MULLL 2 ANCHORS A -A A CAPACITY 3/8 TUBE MULL 4AN HORSANCHORS4I6 SECT, A- `dECT. SX4Xt/8 T BErMULL A-A5 1X4X1/8 TUBE MULL ANCHORS SECT, A-A(5)ECT. A A 1X4X3/8 TUBE MULL 4ANCHORS A -A 6) APACITYC 1X03/8 TUBE MULL # ANCHORS SECT, A - 2X03 O8 TUBE MULL fAi NANk . ^. N/.SL ) SECT. A-A(7 12 19 ij8 X 26 336,52 732.42 336.52 692,83 336.52 732,42 336.52 732.42 791.81 1187.72 791.81 1187.72 1187.72 13 III 1/6 X 35 3/ 209,72 317.66 209.72 429.55 209,72 - 456.46 w ,, 209.72 - 456.46 493.47 740.20 493.47 740,20 740.20_-_ 14 9 1/8 X 50 5/ 131,23 131.23 152,75 ._ 177.46 152.75 W-. 152.75 271.83 359.41 539.12 359.41 539.12 539,12 145 i9 i/8 X 56 1/ 94"13 .1 94.13 127.29 127.29 13 5.81 13 ,0 .9 9 135. 8 1 194.97 319 55 460.17 319.55 479 33 _�4 a 9.3 7 .3 15 19 1j$ X 63 65.97 65.97 89.21 89.21 97,48 197.48 119,85 136.64 282 02 423,03 282,02 - 423.03 423,03 1ti 19 1j8 X 72 43.49 d3.49 58,81 - 58.81 64.27 64.27-- 90,09 - 90.09212,62 212.62 ip296,98 296,9E 365.75 - 17 19 1/8 X 84 26.96 26.96 36.45 36.45 39,83 139.83 55.84 55,.84 1131.79 _+ 131 79 S 184.08 184.g8 2�1r' A 03 _ iH2 26 1/2 X 26 A.- 262,87 _-... --- ------ 572,13 262.87 -- . ___ 541.20 262,87 572.13 262.87 572,13 618.52 927,78 618.52 - -- 927.78 927.78 t H3 3 6 1/2 XS j 157.93 9. 1 23 2 157.93 3 3.48 2 i 57.93 4.. 4 3 3 7 1 57.93 74 343) 3 1 71 6 5` 1 �7.4 7 3 1 61 5 4 517, 1 557,413 1H4 26 1/2 X 50 5/8 97,25 97.25 113,20 131.51 113.20 1143.71 113.20y"a 201.45 1266.35 399,53 - -_ 266,35 - 399.5$ - 1399.53 1 H45 6 T j2 X 56 1 z 69.4,r 69.43 a $3.,,� 93,89 1 1100.. 7 Sa 142...,.-__ n 1..0.17 X 114,..E , 7 70 _35., _ 1339,42 - A 23�.70 I^ 353.55 R.z . 3.,,,.55 iH5 SHS _ 26 1/2 X 63 26 1/2 X 72 48.44 31.79 48.44 3t.79 65.51 4 9 2 9 65.51 4 .99 2 71.58 46.98 _ 71,58 46.98 58.01 65.86 100,34 65.86 - 207.10 155.44 236,83 155.44 207,10 217.11 310,65 _F1T1'_ 217.11 _ ,65 267.38 iH7 26 1/2 X 84 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 - 95.93 95,93 133.99 133.94 __ 214.02 22 37 X 26 216.75 471.75 216,75 471,75 216,75 471. 75 2t .7 6 5 47 _ 1,75 1 510 ._,._ 7� 65 ___ S1 0 ._-__.__....-�- 765 1765 23 23 7 X 38 3j8 122.22 185.12 122.22 _- __ 250.32 .. -.__-_ 122,22 _.___.._-_- 266.00 .122.22� 266.00 287.57 ______. 431.36 11 287.57 -__ ._.,.._. i431.36 ------'-- a31.36 _ 24 7 X 50 5/8 73.34r 73.34 85,36 99,17 85.36 108,37 i85.36 151,91 200.86 301.29 200.86 301.29 1301,29 245 7 X 56 114 57,97 57,97 70.28 70.28 74,98 __}'76.79 - 174.4E 107.65 ___• 176.43 254,07 --- - 176.43 [ - 264! 64 -i26 .6 ,2 4 4 25 X 37 63 36.01 6 fl 3 1 - 4 .7 $ 0 48.70 5 21 3, 53,2 1 65,43 I 7 4.59 t 53,96 7 .06 1 6 15 .9 e 3 6 I 0. 4 .23 9 1230 9 4 26 7 X 3 72 23.47 4 23. 7 3 1 7 4 I 3 1.74 -'21.26 3 4.69 34.69 48.62 48 6 2 t 76 - 14 _ 1 7 1 6 4 13 i t 6 F a i 4 30 9 1 7.41 27 37 X SA 14.39 14.39 19.46 19.46 121.26 129.81 29.81 70.36 70.36 98.27 98.27 1515.97 32 33 3 4 I- 34S 35 53 i 8 X 26 1 X 38 3 3 /$ / 3 1 8 X 50 5 3 1 8 X 56 1/ I j ' 53 1/8 X 63 % 191.61 98.38 56,23 39.32 26.92 417.04 49. 1 42 3 56,2. 39,32 26.92 191,61 98.38 65.45 53.17 36.40 394.49 201.51 •76 4 0 53.17 36.40 191.61 98.38 6 .4 � 5 5 56.73 39.78 dt7.44 214.14 I 0 , $3, 9 58,10 .,v".56.73 39.78 -_ (t91.6t 98,38 6 5.45 8,9 _,____ 4t7.04 214.14 ----._-- 116.47 81.44 155.76 450.85 231.50 -- 1S4A4 133.48 115.08 676,2E 347.25 -- 23 T.41 192,22 31.60 -_____. 450.85 23I,50 1 _--- 154. 0 - 0 113 8 _^+1200.23 115.08 ___�_ j676.28 I347,25 1 t 123 ,0 172.63 676,26 -. 34 5 7,2 t. 23 01 200,23 172.63 3 S 5 t 8 X 7 3 i 2 7. 4 i 3 17 3 4 4 23 5 23.45 25.62 25.62 35.92 35,92 84,77 84,77 97.21 I 118.41 145.82 3 7 1 X 53 $ 84 / 10 .51 3 51 0. 14 21 _ 1 14.2 5 �15. 3 15.53 2 1., 7 t. 7 2 7 1. 1 5 39 5 .39 7i 78 71,78 1 0. 1 2 8 _ NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED - AT EACH ENO USING 1 1/4' EMBEDMENT, a) PRESSURES GNiEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON i.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'$ DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. I .. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THC LOWER OF EACH INONIDUAL, WINDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSiNC A MULLION- EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. - r' j INTERNATIONAL. INC, FLORIDAEXTRUDERS 1' 1. ORIDA EX R i,� Di,:. RS 2544 JEWETT LANE ,SANFORD,FLOF2IDA TITLE: DES I GN PRESUR_ � CAPACITIES FLANGE V VEF:T I CAL MLf1„L I ONS - SER. 1 G00 $. 1G00 "__ _______________T DRAWN BY',JDDH- APPROVED BY: WAB - 'T ^-T------- DATE:6%i //C74 �t"ALE-�'1ji`!_� ➢WGi� r DANSCV D E ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineedng.com CA 25948 1 CD O In ft L{3 O I i0 m " 4 ® > ®1 tD QmtDv X&MONO Q0�� �q_) z :C rn Q FE- a al) zWE w � I- z C) J ILCt '�1 e W ® J 0 CZ op- i L ( • • ^, d J CL THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED O STATE THE O N F S 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 OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD *3_ W-4 V-4 it Nu H n +" Z) co s"4 N 1 ,^^ ,M L J i a -4 V -i r It r I e) pX,\. a 0'# "e F3:1E:A16RF aY WNW a /> o a. ,3-^ A a 'r, A A A / ` r, , t> n A f F> , 4> wRcxet2 aA rA+;aXxm,,,,. OMMWi a Mtt c*3 SECTION B - B WN. EMtleow-W "+ "N Yr, aare6D-. L sAiW 0afm _d �NX.88M SPACE �INRI. EMOEaMfVST •J�--\:�O�i--g I_.,q1""`. ,__.r Ay*0= UGM�^...'..•-.".....-_,•_ i' tt [ r t INN, EDOE ? E dik jp (!�I E _ IXSTANOoRlLttc+twwix 'Q' p t4AK S GTIKiN AY -A `• e- 3 SPAM BORE "iE%TE RkSN "HT C S f TIER f I NOTES. - --- {S)THsSPRODt1CT 76 DESIGNED TO COMPLY WITh1 Tt+E'd604 FL031JD,A 6tALOVKi CODE. 6 t71 YANOOWA1ta VENT MRTL++W. 6tue,Li# SOBS-T5 ALUA6A1fAJE �" (3; SHHMAB REO'D AT EACH SET OF INSTALtATtON AM4 KOR,S U$t4G LOAD M&RW, SHIMS MAX LE HI .' TO SE11W." SHIMS WWI4P.RE SP GREATER THAN ille'S PROS T, ARLW+'A8 9 M $TACK eiSs ACO B 6N (4) iW D1A CONC,REE SORIMtd• M ORSMUT.+'F M O F SUFFICIENT LEMOTHTO ACHIEVE- AM EMBEDMENT I CFIIWRLTOCONCRETEORMAWNRYFORiXVMWBWY, .,":-. `.'- -„` I 15) NAi ALLtriWAtE 5PACi#60F U4" DA. CONCRETE SCRAM, WITHIN S' FROM EACHCORNER• 2W i- I A i ASS tiF.A41 i 51W„ AN020' ALONG LK IN MIN CAULK, APPLICATION OF LATEX CAULK MUSTCOM Y WITH CLA WIND HCER LATEX COMPLY iS) FtA t 8FAiAN NANUFACTURERSi�AT1SON6, 1 t 1 BE F4ACEII ALL T TO AwAPPR DMEAMpM4E NRt atATYcAVt HALE $ETiVE&N .L..fa88aAtAR NJE.AL9. COIfFROL OA1V.atBC CtXd17OBaXl. ii i (%IF EXACtWINDOW SIZE IS NOT LISTED Iw ANCHOR CHART, U6EINENEXTSMLAROERWONDMIFOR � a ANCHOR QUARRY t01GLASST1a010a£$S MAYVARYPk"'R ASTM E•731s)GLASS CHART RC4nREWNT4SWGLE OWE0$HOYgN,------- 1 Lr3 INSIIUTED OAI ALSOOUALIPIFD. ! 00) AMR I SILL CORNERS ANDALL ANC140M TO BF. SEALED MTN WA I JOINT SFWMALAW. h (11)ALL INSTALtATION ANCFWR6 MUST BE MADE OF AOQRROSION RESISTANT MATERIAL OR COA77M £ R A r. T f��' 4 SUNCOAST DESIGNERS, INC. :, . 1 9625 DENTON AVE, HUDSON, FL 34667 1 'i,Za'Q�' Aar+ SIT '�SERtES 130M ALUMINUM PICTURE WNDOW \T- xrenma+wooe INSTALLATION INSTRUCTIONS FOR NV1$gNRY ronDlw3!43sY �G�'I✓ NR �.,g.;�:BUCtf aTReR3 P-AUATr1,1MIL'f1GIi,41)ik EN0Ek3LR aAR7(A $wT1I �'' iNAS 12tVO4 �� �*,R ORRTRiR62 CML LGetTBNi,�TS. a6 SX-M A 2'004Ykts 200i t2ftOtos tL. Loin tne� 6?3ti I A 90F i2 ANCHORS EVENLY SPACED ..� HEAL) e �1N a a ANCHORS a" MA.X --4 H`"' - EVENLY BPA(,'ED M" -- I-----^-^^------• VIN00V VnTH--m-^--� EXTERIOR ELEVATION S' L A.X--�, H£AO M 1 6° AX JAM S i 61 MAX--ry I U LL -�! J .L-, - rl} 1 - s'MAX '+I.._ _.SVENLNYrIaPA ' I......_,,,,,,,,,,,,,",_.. ViN'Day W0TH.--.-.,_-.-- III EXTERIOR ELEVATION ViNDOV `EIGHT ,-6"MAX 0" MAX V rlF,st 3° A 1 M 1( iI£iNRTHT ANCHORS EVIENLYWAC } s°rNAX n- 0' MAX CAW, BEewEI9tPN00 nFm4NGer al a _._K IA e ` i> e A' p s p. ,% EnBEik�i` 6s'Rk.e;ER CAtaK WAX GIs' TT[ EM" eY oa 1" J --- � , ,, .°'a ~" a I I vp.;? e o- 6 + 4 p y b Rix.a ,-'o ..J .. . SECTION S-B . PWAREDWOWELLEMIZNae♦rM r ann W4RV060RrLsort PHNI,U &# NOTES: (1)TH IS FRQ4UCT 18 OE616NE0 TOCQMPL'Y WITH TW 2004 FI.ORI@h $VILE I1V0 COO&. (M ALL FACTORY APPLIED HiOL£6IN FRAME MEMBERS NOT OES13NATGO FOR CONCZAIE;T£ SCRe W ANCHORS MEMO BE RiLh0 WITH YB SCREWS OF $UFPICIENTIJENBT"TO ACHIEVE A MON. RMSEOM 3ITT Or 6RT' INTAWWODBUCK. (?j 175E LATEX CAULK OR MOMENT MR PPRIMLIEP SEAL AEi0Ut4D EXTERIOR OF DOOR. (� iN6TRWLAIIPN 6EM17wN IN THESE )"TRW. AGOEPTABLE FOR OrbTW&N AftF,$SLIREBT07a PSF SKRN PRFB$µRE$ ARE POSMVE AM NEQA-,VE ( MASS, A6CHART REQUIREMENTS, S E t2EDSFIOV,SJ,iN8tSL4TEfA tii.A&S Aka@4UA!_tFEO. 540 F0.1.009NER6AI40ALLANOtfOR$T0058EA,LWY,A'HSt44Li.JOWSEAM (1f) ALL IOSTALLATION ANCHORS MUST BE MADLY OF A CORROSION REBGTANT MATERIAL OR tYkAT,1. (12)t4(WT ALt CONFKttatAT90N6 LASTED fNIAHAOHPDR CWAT ARE SHOWN ON THIS OFtAVtINO3. NOpV$'.+6R 1N6TALLATION SECTtON R-A 8 $-6 APPLY TO ALL CONI'MRATIONS. ANCHOR SPACING; SPACING FOR C014CRM SCREW AN04ORE OR MOD SCRE'AS ON THE IV-' OW! SHAPES: 4ALFEYE64OV+ -OCTAGON LF F1YA%R� -UT30 D ,FGALL CIRCLE ,TRAPEZOID -HAU` CIRCLE -QUARTER CIAME, -OVAL -QUA13TERCOOLEARON ALrFA HALF DIRCLE ARCH FAN ARE AS MOM (1) MAX SPACING AT HEAD OR SELL CORNER Is 01. R(fn MAX SPACING AT JAMBC.ORNN ER 16 $" MAX SPACING ACROSS HEAD OR Slt.t ($ 421. (4,, M" SPACn%3 ACROSS JAMBS IS 12'; 9625 DENTON AVE. HUD$0N, FL 346e7 (Im^''SERIES 130M ALUNNUTA PICTURE WND(W GENERAL NOTES FOR INSTALLATION � �l DFS1%NER5ERIF$ : t I MARICA. SMITH Vet + At43 PATE, &W,&O5 rz�z i%s DBCN f{E civL 1iT6. No. -- R, REG. Ws . i£Ttt it.... .....-.-._. '<2120f04 55611 A IOF4 ats;IKM A -AA -A IS MBIONED TO COMPLY WITH TEE 2004FLM[1A 8Uf1POa4W;OOE. ENT MATERIAL SHALL BE90834-ri ALUMINUM, ATF.ACHSETOF RiSYALLATKINANCHDRSLJ dW iLOAI)OEPRINGS}#nL .COX. RTAOK TO BE VC. USE $"ft MMERBSPACE f.RFAT'ERTHAN 111W IS PRESENT. '=TE SCREW ANG".0AS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A Wk EMOEMEN% f,RETE OR MfwO,MY FOR i X WOOO MUCK. .6 SPACING OF+.Ia DIA. CONCRETE SCREWS. WITHIN ffpKKxM s.AOi•{Lx) N, I7' RW ANP IZ AUMN AM . - {NOE WITH iATEX CAt3�JC APPMOATXOt OF L-TFK C"X MUST COMPLY WITH %TURERS R£DO161MEN1k1TtON8. MEMBRANE OR MATERIAL SHALL BE PLACI P aFTAEUN ALL DISSIMSARME'TALS TO C OORROSION. :SS MAYYARY PER ASTM L14 00 GLAISSCHART RFAUMMENTS, 61NGL@ GLA= SHOWN, f", •-, - - 9626 DENTON AVE. HUDSON, FL 34W7 Iqi. EMBEDMENT ..�, -.I -�_� _ A, Ij I A I ,'RR�' 8 N 6 I3008 ALUMINUM it IGNER V%NUOV cnucxea„stENrvoo *PooA)IX+EwNc er *Poo ;.. i I iNSTALLATION INSTRUCTIONS YVt1'N 1 SY WOOD BUCK FOR MASONRY -�TKx1Aad+OR, Nr'0Y. .,.. � -DaeREFA: I. WITH V4UdY'-MA,ii TB' 6f2T,101, f*E4eMNA40NO2 ['.XT1:R10RELEVATH3N ca5c8ttt2 CPM. N.T.S. p / re.7Z4J� A AM WAS2001 �"-1 1:t26M R„.9W.tq-: Win ''A _'HOSua006- - 20F4 DESIGN LOAQ§ ANO AN6HO R WQ1U1RM1EnS apm To x i & WWII ltt1G11Y Urin 1 461I AAMAR NrG. PnB. 18 i. 2 a + moo 18.00 a4.00 2 2 -84.00 +80.00 1840 36A0 2 3 -48.00 +A4.00 Ia.Do 46.00 2 3 wsS.oD +3100 18-Do 60400 a 4 -31.00 +3t.00 tS. Man 4 - 9. + D 4. f6. T2 •- 1- 0 +60. 0 24,00 24:00 2 2 -70.40 +M40 24.00 $6,00 2 3 -48.00 +44.00 24.00 48 100 2 3 -•31.00 +3t.00 24.60 60.a0 2 4 -23.30 +13.30 4.00 T 4 -t +19.20 ­�;74AD + 30,00 24:00 2 2 -39,90 +69.90 50,00 36,00 2 3 -4610 +46.10 3mm 41,OO 2 5 -31.00 +31:bb $0,00 8040 2 4 ^-25.40 +23.44 30.00 1 . 4 - +1 36.00 { 24.00 3 2 -40.00 + +40.00 38.04 38,40 3 3 -40.00 +40A0 36.04 MOO 3 J �-27.90 +27.% 34,00 $0,00 3 4 -22,60 +21.50 36. 4 -1 +16.30 40 I 42:00 24.00 3 3 -40.00 +410.08 +40.00 4i.t10 38.00 3 4 --40.00 +40,00 ! 42.00 44.00 3 5 t { -25.00 +25.00 i 42.01) 42.00 72,00 3 5 20-40 l -17.30 201 +t7,50 48.00 24.00 3 2 ^4D.w -H40.00 48,00 36100 3 3 -40.00 •t+4400 48,00 48,00 3 3 -21.90 +21.000 {¢{ 45. 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(2j THI f%VCP REQUMS VWMRNE DEBRIS EXTERNAL PF OTWTK)KA$ DESCRIBER 4 T N N $ECTIDI4?$46.1,.OF HEFT, t3U G vM4EN ti6FD VM1aXar?R3NEDE QRtDA ILOIN CODE, liR4$ REGIONS. uw W0WMATERVIL,9WsS-n ALUMINUM. (4 A8 RE,Q'D AT EACH 8ET OF IMN,tATWH1 ANCHORS USING 4" SNARING -.. -. WINDOlt, SHShiO. K6AX, N.f;OWA ILE SFpM $TAOK TO M tH`: U8E,I. WtiBRE DACE RR6ATER M THAN VHS" IS PRESENT. �� WIDTH +.AI" (3) DIA. CONCRETE SCREW ANCHORS WAT 9£ OF SUFFICIENT LENGTH TO ACHIEVE A IINIL t fi48EOMSK OF 1 IW INTO CONCR CR MASONRY FOR I X WOOD BUCK ORA MIN. 41- EM8ECMEWOFI lf7WTOWLIOVOODFOR2x BLMORIYDODFRAMEDOPENINW -1- (GWA'ER THAN 13Ar' THISM. FACTORY �� MEMBERSUM HOLE$ IN FRAME NOT OA0IQMATED FOR _HOULDBE . I""""i AM MALL REVYANCEIORS SHOULD it=VKHMSCREWS OF SUFFICENT LEND TO ACHIEVE A MUG. WARROMENT OF Sr INTO 04000 SUCK (71 UST; LATEX C.AWALK O R£QUIVAILENT FOR P£RIMR''T£R SEAL AROUND EXTERiICR OF a WINDOW 11) IF EX11CTifdNDOW IS NCTLfSTFD Mi ANf,E�R CNART�tI.RETHE NEXT SIZE LARGER [ "EIGHT W84WkYf4,'�ANCHORQUAHITr)1", i (9) GLASS THICKNESS MAY VARY PER AMU C-I WO GLASS CHAW REQUIREMENTS, SINGLE t c (dLAiEDSHOWN, N8ULATtEO LASE ALSOCItAAL1Ft£D. i4 I 1 ,GALES! f;s 1&1 ALLANCHORS TO IaE SFFAtERVY17H MALL t w slu cave A Jau{r seats SEALANT, -�' C(t ALL(14gT'ALIATWNANCtiDRS MUST 8E t4Ar�OFA CORROSION RE81STAe0`MATEl6AL OR)COATING. 1.,-_. �. f2E iALICONPH€tJFiATIONSLIBTEDOMANCHOR CHARTARESHOWN ONTHIS OHA sLlVAT)ON fiDWE^JSt,3NSTALLRTtON$£GTIONA.A&B•9AP?LYTOALLCONFIOURATIONS. 1 THESE DESIGN PRESSURES AND INSTALLATION NJSTRUCT(ONS ALLOW THE USE OF 1 A14NLUED GLASS. Ili; NOTES O P T" ANALYSIS & NCHOR CALCULATIONS N CUM ARA A (1). CALCLRATONB MRVED FRCti TBSTL'D U1•tTT, TW R@PORT N CTLA i628VA I WA8 'T8S'f@DUtaT "O"T2"xT2" tISNNGV4" ANNEALED GLASS {2} (61Irn1 AIJ3 A (OTLCST'ED UNIT WAS "C", 6l" x 38°. U88tG. f16°{�rn)ANNFALED (-9,A95,. 9'{3) NEQATF,rR DEBtSGN LOAPI SASW ON COMPARATM ANALYSIS (wo A, GLASS CHART 0M A$TM E'1300Ar1D THEFLORIDA SUItaNG CODE. DESIGN LOADS BASED ONCOMPARAT!vEANALY61SLWO r44�IVt. WYATER {� ST (5) THE QUANTITY OF ANCHORS ARE FOR EACHVDE. NOT TOTAL QUANTITY. (6) SSPACING AT HEAD OR SU t8 S`. MAX. PACING AT JAURC }RAER IS IrCORNER ;MAIL SPACING ACROSS HERO OR SILL IB 2OF (9) MAX; SPA014 ACROSS a4MSS IS W, - e• i .Go- +130.00 16.00 38100 2 3 -.50.00 +80100 ICOo 18.00 � 48,00 SMO 2 2 3 4 -IMISO -130.00 +so= +80.00 ._.._..2- +-- '.1 +Sa 24.09 24.00 2 2 -130 +6. 24.00 36,00 2 3 126A0 +00.00 24.00 48.00 2 3 --11Z.370 +Moo 2A,00 60,00 2 4 -•105,40 +BOAO 24.00QQ 2 4 OD 30M 36,00 2 3 110,00 +80 (J 0 3b,Da ' 46.00 2 3 -SAG +80.00 3b.00 6t).OG 2 4 -Moo +60,00 O.OD__, 72.(q 2 _ _ 4 -2. =,J 0EO .j3.00_ 36.00 3$.OD 24tXa 36,00 3 3 3 ^•t 0 - --100.00 + 480.00 ' 46,00 48.00 3 3 -87,50 +90.00 36.00 60.011 3 4 -80.011 +80.00 3 4 -6 .67 +66.67 sa.00 24.pp0p 3 a -117:6e 400.00 42.00 i 38.00 3 4 -9 AS t8.0,90 42.00 46,00 3 S -80,.3E +60,0D ZOO 60.00 3 3 -72,80 +72,66 4 .0D 72,00 3 2 -80,w + ,50 48,a0 24.00 '�- $-, -1 45:00 36.OD 3 3 -67,50 +64.00 46.OD 46.Qm a0001 3 3 -70:31 +70,31 4.67M i 48.000wo a0 3 4 -67.50 24,06 3 2 -t06.1s +&GAD 54.011 3d1,00 3 3 •-83,75 +ED,00 !WOO A$= 3 3 -68,at +63.91 54,DD 54.00 60.00 72.00 3. 4 4 -,63.2E ,92 +&&as + 9 4 .'A go 4 ,2"' -4 OO +6a60 e0,G0 '16:0a 4 3 -00.00 +80M 60,0a 40,00 4 3 -67.50 +67.00 AnA0 00.00 4 4 -60,D0 +60,00 - }.4 t 66.00 36.pp0 .- A T 3 -77.277' +7T.21 66100 48,80 4 3 -$t.a6 +61.36 Moo 60.00 4 4 -P.'27 +07,27 66.00 2.00 4 4 -,47.75 4 .73 80.00 77-00 34.00 4 3 -75.00 �++75.00 7a.00 MOD 4 3 -61,50 +62.50 72.00 50.00 4 4 -55,00 +$5.00 4 4 -moo +AIWO SUNCOAST DESIGNERS, INC. 9625 DENTON AVE, HUDSON, EL 34667 1rsLa SERIES 1300BALUMINUM PICTURE YWNDO WI G04MUL NOTE6 FOR INSTALLATION INSTRUCTIONS (Intl" ANNEAL£(? GLASS) EWANS61D MARK A. t" tM A'lA12f1A14 f I,jF41/g OLSr.WVW CML N,T-8. N080WA6i fit. Wa #M: 6Y. L€nw A WAS 200't t220105 AMI Ar"MT fOF 12 2004 . PWAAE0BY"CEILMEHOREVIONO a79:K910&NOOo NW, 9ARA'JOTA, FL. 34122PH SO3410IX NOTE6: . (1) THIS PRODUCT IS DESIGHEDTO COMPLY WVITN THE U0j4.FLORIDA BUILDING CODE, SECTIONS IBM 1707 AN0 2406. M THIS PRODUCT REi4lBRE8 VINDSC%RIME DEBRIS EXTERNAL PROTEOMN AS DESCRIBED IN SSCTiON MILL 4 OF THE FLORIDA SULD64G CODE, WHEN USED a4 Nat•OSORNE DEBRIS CR�EyGIONS. t4)SHI REQT) AT EACH OF NSTAUATW7l ANCHOR$ ENNO LOAD BEARING I'm MAXALLESEI'Mi'.s+tiM 3WT/VCSO TO 1M'. tL4E BHtNTS Wt' E 13PACR GREATER WID)YHW I iHAIt 1Nta t3 PR56lBYt. THAN $, (6} 17C' MA. CONDRM ICR6"W ANCHORS M)$T LYE OF 1tU FOENT LENGTH TO ACHIEVE A �� MLR. EMBEDMENT` OF 1 iW INTO OONCREA1w OR MASONRY FOR 1 X WOOD At= OR A MIN EMSEDAIEW OF 1 SPY' INTO $OLIO WOW FOR 2 X SUOK OR WOOD FRAMED OPENNGIS j &.4 ((OR£AT1:R KHAN ". 3!8' THICIQ. (8) ANl t TQRYAPPttG0 HOLE$ IN FRAME MBMMITS NOT DESIGNATED FOR CONCRETE �} SCREW ANCHORS SHOULD BEFILLED W(t'i *8.GOREW6 OF Ot>FFIGIENT t.CNWHI TO AC"Oft A MIK EMBF.IRBENTOFSdic INTO WOOD BUCK WINDOW C!)i1S8 LWTEK CAULK OR 192MALENTFOR PRIMIE R SEAL AROUND EXTERIOR OF h(61 HEIGHT #F�WEJLIOT kNNDOW B+RE fS NOT tt P W ANCHOR CHART. USC TW NEXT&W LARGER Wad l4ORRNCHORgUAl$rtTY, (LTA�GLASS CHART RE0UB04Q4T6. SINGLE TFO GLAZED SNM R*0 GLASS ALSO t1=§sm "O0 JA B ( SILL OORNIMIAND ALL ANCHOFW TO tTE SEALet3 WIM AMIALL JOINT SEAM -) 1 -' -'- -' (I18 ALL itwTALLAUON ANCHOR$ MUST BE MAM OF Aire W40TTANT MATERW. OR COATING. tt 0,= I'"" --y �-.6.000 (12) NOT At)- OONPIGUBAMNS LISTED ON ANCHOR CHART ARE SHOWN ON THIS M DRAWING, HOVVEVtER. INSTALLATION SE4"'I'lON AM a $$APPLY TO ALL OONMOWTION3. ;`x. (181 iHESS DESIGN P1KA$SUI-S$ AND INSTALLATION INSTRUOTIONS ALLOW THE VISE OF iB° ANNEALED GLASS. ON COMFARA'M ANALY$N A ARCHRae CALCU ATION&CALCULATIONS {N{1OTES _ DERIVEDr FROM TEST REPORT ta2,9rY"1 (2) TESTED UNIT WAS W, GLASS ANDA OOW MIZED T'E.9TCD LW WAS'D", f ' x 36". V$M ll$' (,4=) OkWKN LIO GLASS, EO) NEORTNE DESIIN LOADS BASED ON OOMPRRAT3YE ANALYSIS (Psl) $ (GLASS CHART R�Oi1 ASTM B.t300 AND Tt+B P'WRIDABUit.OB4r3GGDS. (4) POSITIVE DESIGN LOADS SAM ON COMPARATTVE ANALYSIS (0 0#MAX. LNWTEK TEST PRESSURE. THE QLW4T;TY OF ARE FOR EACH S1 NOT TOTAL lBj t)E, QUAIR'TIT-r: MAXSPACING AT HEAD OR 813. R 81. COME ISt4AX. BPAC RTJAMS I R4G CO $1 RNBRfH1AX.$PAD A4'F7O83HEADDR IS n4tG bona 27�+A I tAiX. pLNQ ACROSS }AtN88m2o". 9825 DENTON AVE. HUDSON. FL 34667 SERIES 13008 ALUMINUM PICTURE WINDOW 0ENEALNOTEStN I AINSTRlcTIoNS ( 1/4"ANNEALEn GLASS) $)AM% MARK A. t2111M fafab�aT" aascn,Ur$: CIVIL - N.T.S. .sn. aD6002 - A 24104Wne2ool 12f21Y06"-,.en.::: 163t1 ; .tBYAe' 3oFi2 EO BY EM OR� 1.543400E . .. NO7MB PRODUCT is DESIGNED TO COMPLY WTrI4 THE 200i FLORIDA BUILDING OODE, .. TICM 1606, 1707AND 2" _ NGG 014 AS M SCRIBED �t� t OFTH€HEE FLORIDA BBEECT�ONPRODUCT A BUILDDINFINE CODE, WHEN USEDO�NftNDBOR" DEBRIS RP,GIONB. ( WINDOW t4gTERNit:6064-TS ALiiN6NSiM, IEEEs}inNA6 REQ'D AT EFVCH BET OF B TAt,LATtON ANDi1dR3 USING LOAD SEARING St6MB. t4AX. ALLOWABLE t4I6M STACKTO BL tN . U3&SHIMR VI4 ETtE SPACE G1tPATr R THAN U1B+` m PFMOANi, {Si tAl" DIA, ODNCRIEM OCRIEW ANCHOR$ MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 14 It"ZOMENT OF 1 1 W INTO CONCRETE OR MASONRY FOR I X WOOD SUCK OR AMuf 6MBADMISNT OF 1 117 INTO $OLIO WOOD FOR 2 X SUCK OR VKK)D FRAMED OPENINGS (GREATER THAN t Sid" T10Cf() .. VWCTH s [ ALL FACTORY W ANCHORRS $H Dl" S�EEP)SLLED WIN P E48 OFMEMBERS T SU EHT LM*TIJ D FOR D RETE ,..F�WINDOW t I"- ""I t 8 AGHHtRVE A MIN. EMBGBOMENT OF W INTO WOOD RUCK = LATEX CAULK OR EQUIVALENT FOR PERW SEAL AROUND EXTERIOR of •y- 1'"" (4) IF EXACT "NODW 6IZE IS NOT L8TED IN ANCHOR CHART, VISE THE NEXT WE LARGER WINDOW FORAN04OR OUANTtTY. «- I )9£ kLA39'r10CKN '8 HMYIIARY PER AIiM E�f3446(A819 CHART REQUIREMENTS. SINGLE I 5H;t71yN, IIy8UtA1EDGSA53AN.TM!Q UPLSD. - C16)tJAM ' CORNERS AND ALL AMOKOR$T'O BE SEALED WrFH SMALL JOINT' SEAM LYWIN )OCOTlfW .I CI 11 ALL IINSTALLATON ANCHORS MUST BE MAOO Of AC"ORROSON RESISTANT MATERIAL ORCOATW12L 02) NOT ALL COWIGURA114NS 1 Mi) ON ANCHOR CHART ARE BNOVNN ON THIS ORAWti #-G HOWEUHR, INSTALLATION SECTION A.ft A Ra APPLY TO ALL CONP1t9 RAMW 1i m _SE--'^ {t3) THE" DESIGN PRESSURES ANO INSTALLATION INSTRUCTIONS AIAO7W THE USE OF 118"ANNENEDGLASS. NOTES ON COMRARATMEANALYSIS aANCHOR CALCULATWNBa >}QI�Q'-+-L I-- „-I � Um 2 CALCULATIONS DERIVED FROM TESTED UWT, TEST REPORT if 01TLA l W-t 7'E:BTt?ISOTF EXTE3N10RELEVATONANDA 3„IiUMti'W A' 92', USING 9'ztL$N.IANNEALEDGt�"(QtnASS B (PB6fA83OHAR'r M NEGATWE 0941ON LOADS BASED ON COMPARATIVE ANALY IS PROM ASTM VA300 AND THE FLORIDA BUI Lpol(a CODE. WE DES LOAM BASED ON COMPARAAVEANALYB,IS 00) &MIAX. WATER (4.7�.r Wa J4)) rK AU SIARE SIDE,TOTAL 4UANTITY. MAX.$PACBNOAi CFOREA1S { MAX- MSPACIIG AT JAMH CORNER is e' (8) MAX. SPACING ACROSS HANKY OR SILL 18,"', (9) MAX. SPACING ACROSS JA MISS 1820". 9626 DENTON AVE. HUDS,0N, FL, 34667 TMt:SE {3 IPMTMRW6OW 'J GENERAL NOTES FOR iNSrALLATION INSTRUCTIONS £EMI - tsTASBj Fj��f� ���1 /' Jr� .. Te MAlOSA. BASTAi -- , AAAS TC 1?S'1J1N �,,, j� ,.r / ""/ OIsgR.a+& CML PL Rai. IN.: N,T-8, NO, =O = REV, A 20M WAS+^0D! t?P241AS 55311 L6TI A 7 OF t t Faao'nanarEltcs,s.a,Rt1"alwmeEm srsEan+t+averuutsR.ta..a4z4z .�. PRata4sowlt .. .. .. _ NOTES' .. (1) THIS PRODUCT I6 015%3NED TO COMPLY WISH THE 2004 PLOR07A SULLDING CODE, t tf4^trA.C4HIGtttdrE$CROWANCHOR$MUST Be OF SUFFICIENT L NrpTN TO ACHIEVE TAIL ID48E0MENT OF 1 iAt- INTO CONCr VITA OR MASONRY FOR I X WOOD SUCK OR A MIN. 44 i..._.._-.- � ii W! ,. h- .-_a I i ' �$+"' �I. - g^,O�Tr' """"' ) �EOMENT OF 1 1,jr IMM SOLID WOOD FOR 2 X BUCK OK MOP fRAMBO OASNINGS QC+RtiATER T4IRN i 3IS`THO,ta. . ALI- FACTORY APPLED HOLES IN FRAME. MEMBERS NOT DESIGNATED FOR CONCRETE S£REVMANOHORSSHOULDAEFILLEDMTH"SCREVV$OFSUFFICIENTLENGTHT::O ACHIEVE VE A MEN. Eie$EQWNTOF 518" INTO WOOD SUCK USE IATEX CAULK OR t:.032YALENT POR➢ERIMETER SFALARDUND EXTERIOR OF DOUR. N9MtmW FOWIMPOW R ANCHOR QUUA1-01 -Lt$TtED HN ANCFK>£i CHAp(T, USffiHE NE.OL7 SIZE LARC4ER III GLASS THaOK%r, MAY VARYPER A5rM E-1300 GLASS CHART REQUIREMRNT$. SSat:LE GLAZED BF+OLWIN, W BUTATEO GtASA ALSO gPAA.IFYEO. ((11 S I0"CORNERSAND AU,ANCHORS TOM REAUP'MTH GMALL JOINT SEAM (11) ALL INSTALLATION ANCHOR$ MUST BE MADE OF A CORROSION RESISTANT MATERIAL oRcctATauG. (12) NOT ALL CONFIGURATION$ USTE0 ON ANCHOR CHART ARE SHOWN ON TAS 'INSTALLATION -f-- ttDR1AW:ANCv, 1iPW£VPJt, ,SECT'K/HIA-r468-BIWPI.Y TOALL OONFl33URA'DC1NS. i1ty THIKEAI DESIGN 33,4g4PRtf85UR"AND MTALLATION INWALICTONSAWNV THE USE OF I i- . � �",, e.atla fi1CTLRK3R EL@YATK7N NOTES ON OOMPAtRATUR ANALYSIS A ANCHOR FALCL"110N3: (o) gA4=LATTDN6 DERIVED FROM reoTEO UNIT, TEST R£POT+r a OTLA iauw-1 R) TESTED UNTTVMS'.7'. 7x'X72', USING 1!4' iBnbn)ANNEAtRO W-ASS AND A D "WM UNIT WAS 10"5* N LOADS BASED ON COMPARATIVE ANALYSIS i A GLASS in NEGATIVE DESIGCNART PROM ASTM E-1soo AND FLoma.A BUw.DMM CODE. t)Bt'111J)E PODEBION LOAD$ WWSFOON C.OMPARAYNe ANALYSIS (pay&A X. WATER :ST) TITHE tWANTITY OFANOHIORS ARE FOR EACH SIDE, NOTTOTAL QLLAiIT'1TY. C8) WX. SPAMO AT HEAD OR SILL CORNER IS 6-. 9) MAX, SPACING AT JAMBE CORNER In e' i MAX- OFAC04G ACROSS HEAO OR SILL IS 20'. (0) MAX. SPACING AOROaB JAM%$ e$ Za'. 1 SUNCOAST DESIGNERS, INC. 9625 DENTON AVE. i HUDSON, FL 34667 SS311 I A I 8 OF 12 SUNCOAST DESIGNERS, INC. VERTICAL MULLION DESIGN LOAD CAPACITIES i R EII L Ei,IT t V1 USED L+`0 EXTRL A A Uh1TN `rF19E itT117d.FOFV {9, 25 T7aNi 'iiii,RE ADLXPMATB SIE OF TE TYPE h3LLFOP: 1N zZ" DEEPx 1A"WALLS Uf@li V3Y^t "AT rlILNIWT MWVVINC WQ Wl1'AO'PI'RY'.WTtVCii ANlT lrWVVtT A ITT? 9MM`1WN[}ht TMQ rIMAUf > x3 300 1 37 4440 4AN T 0311) 61ILM 72 ti00 26A10 6463 -M4.7 7 $1i1 3b4.T Sd4.7 i7 7 .W 7 38it-2 369 b �+ .6 6 9 3 3 3 .3 38175 2 .Z t}Fd9 182 2 3liI,6 tail I$ .$ 121 i t$1.8 1 .0 t 14 14I. ..'..,..947 1 138.7 • 2 1 17 S 151.9 134J I26.S 125.1 22 1Z0e6 ! P 4 I A 12" 1 4,9 .1 9.9 92.9 92.9 919 919 34'KR 31141 96A "3 844 41.2 "-4 79.2 79.2 79.2 1w T 7 t".B,G 4 3 ,3 SB.SSO 114.1 Sti.R #3 63 5 4 Lid 4 6}. WF -47.3 37.0 57.4 40.0k0 94,8 71.1 61.1 56.1 %t Sx.4 49.7 47.7 46.1 453 4" 43m 116 # . SLZ 47.8 4C9 41. 40.1 36 is 37.4 37 3 7R7 32,7 .Ui 41.1 40"2 3S 1 3S 8 add 3215 313 30 I 1 1, lL3 7 2" 2319 219 000 4S 9 1 24 2Z 4 2t. 1 F T 17 $0900 34,3 39fl ZtGR 2i,7 f 9 7 S 2 ,6 IS.S 1 S4 24.9 13 I.N 3 TS t I. i2' f At> 1fi3 12. 1R2 11 Hi.$ 9.8 911 8.3 7.9 t38 11.5 9.7 87 &i 79 73 6.7 6.2 5.6 5.0 NOTES: 1. This chart st"di a ONLY to Suat"st Dssf pers, Pzc,'safnaiowm tabor waRka whoa inA bdwm two shtataam srhadows, 2. tZezd whitlaw width &W k tot ha iaeitea 3. Whadow W146 as SbV" 99 X Asia of ttlzrtare far a 946fr window Bait, NOT fhb oTerarl Wk&W *Mga d* Widibt, 4. C tTt b ant 8mitW to two whadow melts la a staple openta& desip bad cnpaeida apply to any ssaabcr afwfudaw units of suss listed On chart, to a single epcaing. S. Deslp pL'nsere capacities € W sa this 4dort are % M. MCII,EM INSTALLATION P..F.QL'iREAWT$: T. Attaeh maBin to $zbstrate = t Saaaaast Den P"% lot, A =11118ts i mchoc diet at 4*0 "d of MUNI . 2. Wood £tamed opeakW, Anchor to substrate using #12 woad scteews of su lelent leagth to achieve a adapaum emweem of i 1121. (Soo Chart an s Ido$ for gtoatfty OT oubm per males eb 0 3. Masonry op"OV, AnrJror to sabOrate saint 114" D%L Tzpcoas ofsztlicleat i aSO to whieve it mininum embedetw or I Utt". (See chart oa second+Meat for gaaetffy of aschan per Wa111 i t§P) C Anub wbdatw frames to St Mm amnia NS MIN tappittt Aiwa metal scrota through watafftetmom ItmAbriested waftali n III IB%& I ! III I II I I }i I =;�- fl t ij i rI I �t L I - , .�, -- - . - .4 F Lif -.if III + 10 yid . -� - f Mark A. Smith - - Fl. Reg Ara 55511 EXCELLEN'TENGTYE%RI G Prepared by GSWOOD DI 3T3a 1s711I 7��' SARAWFA.P.34Xi2 tof2 � -F^ ., . -._ iX2XI-8 fuilelWPali-V I , z . ri� . e STUi1iWMT DESK] NXItS, INC. QUANTITY OF FASTENERS FOR WR nCAL MIfLLION DESIGN LOAD CAPACITIES fL +Mu.,t-6nr. mnN non 14 wi,A.nn,8--A A-1mv,e"evtenor e6M I nr2 IV.2111 I . ��Ii�il �©�� i♦����'� 11111111111111111�11111111111111111. :I �����������% lllllllla�' I ��� � �I i�����II I ', t:t IIIIIIIlllIIIIII! ©I alaltivitse11114 t11� �!� �� We,w:Y s �I F'XAMPt�.w�OF Y FRTICAL-Y Mi7€.t U CMSSS APPJCAHILE TO THLS t I(6It`i'. NOTE; (1) This pradact is dulgned to campy with fie 2004 Florida Smiling Celt. (2) MatgBn avid anchor strop matariat t0 be 4063-TS Aluminum, (3)AA lestsBxdon eaehors MUST be, made ors 0orrotioa rmistsat material or eoshllt. Prop tral boy EXC!ELLElf3'T ENGiN.SERING 37A M, GSWOOD DR. SA RASOTA. F'L. 34MZ Mark A. Smith - FL R* No. 55511 -0 2 of 2 baxi-8'TUbe ma-V /<^= . SUNCOAST DESIGNERS, INC, HORIZONTAL. MILLION DESIGN LOAD CAPACYTIV5 FOR EXTRPIDED ALU TI UM TUBE MI I110N (0,125 wall) WYIM11F USED 0 APPR[T'iMATI<;4ILi;'tTFT't%BF;'i"YPl.its'LLI£)�k: i°'x2Ii2'i)kkPa 1 Ta3k AL I�.S !yD Irt.S rtY'•raas ea•r,a•n nT Ytxt,VY--F.:,YI,M:C41',4r-TIILr`1-.4H.+hnlTTl'Tf'_IT'P,.r 41UA3`iv A4 TTHTC CitaiHT ' h > MU 38.2. "U.000 6t.p(11) 72,00@ T4.t)Ott 80.000 88,000 96.00 106.00U 1240.000 144 000 19.125 III1.0 Mi,0 I 1111.0 85-0 1, $3.7 66.0 414 37A 23.1 1913 lilt 0" L+$,I) 100.0 1 70 6i-+o tit N 8 6 ' 6.3 271 20.E 14,1 -S. t 32.000 l47,4I 99.i 0-0 ib.ti ZS 41.1 303 233 1'' [LI 6, 36.888 144.0 N3.0 63.0 . 4i.? 31-2 27.E 21.4 19.4 IFt.s 6.0 37.9d8 144A 112.0 62JI 51.0 46.7 36.4 26.9 20.5 1A.1 10.) $.9 40,M) 143.0 INA 1 3V.0 8.0 7.T_•! 4.L' S..L €�),I 11-to I),(, 15.5 44,000 143.0 77,0 71) :tfi.il 41,0 3t. i 13.3 17.7 1219 SA 3. 7000 143.0 75.E 54.o t1 I I 38'' 2+),(Y it's If"r 12.0 qi.a 4.6 443,4H 40 ;>.t1 40.1 t(,5 .ii.ki 241,3 15,:"> ('d.l 7 4,Z 4Q.8pD 143.0 -0 51I) 38,0 tI 34A U11 18A I4A I0,1 6.5 JIA (m 1434) 74,1) 5I.1t 36.7 32,9 24„ 3 17,2 12.6 811 F.9 313 Nor". 1 This cbart 2pplies 03Ekto S nroast 3tsigtesIar 3 oInmmn tube matI'K1when usd between taatu inuuwindows. 2 w ow width a i i r Read Ind h and It4ight o n hiss. 3. Wiodow helot as shown on Y axis of chsrt are for It single window unit, NOT the Overall window assembly height 4< ChArt is Got Ito+itcd to two window units m s single opening, desigp hr4d capacities apply to any somber of window units of sizes listed an chart, in 2 single itpening, 5. Destgu prosaTe capacities listed as this Chart are Is PSF. MULLION INSTALI.ATIOA REQLI)RE,VICN"TS: I, Attach mullion to substrate using Snocoast DesigncM 30e.'S mullion ABehar ctlp 6t each end Of mullion. 2, Attach vertical muillop (;f used) to horizontal malfiou atijuX Souctiot ft0i !aer'a mullion ancltor clip At tap of Vertical wafts. 3. Wood framed openings: Anchor to substrate using Oil wood screws of wftieat Itngth to achieve a minimum 46abediesont of 1112". (Sec chart on second sheet for quantity or anchors pa munion cli(t), 4, Masonry epeuinp : Anchor to substrate using 114' Dia. Tapcous of splliciest logo to Achieve a minimum embedment of 1 1/411. {See chart oQ stoond sheet far geantity oranebors per muitfon clip) S. Attach window tram" to mulfloa uslag#8 at if tapping sheet inctsIscrews throw manufaetorers pre-fabrieated Installation hates. - -.-- - -- rr" r u f'J d 5, -+ I.11 Z I��^A., It1. IV ", i w- ---- -- -_.___.-- " - - EMI: A. Slttitlt f v L V e 1 I. Re too. I Pita h XCE Ll . E E. 4>EnFERING 535I Prepared I L p 6 t { .. 11738 KIA{xS YOOfi Oft rs .�", :F 1 f _ T L SAI2A${YfA, FL 34L31 0 t lx2 t 2x $ Futx 1Nul 1f -r I SUNCOAST DESIGNERS, INC, QUA"TV OF FASTI&NM FOR HORMONTAL MULLION DESIGN LOAD CAPACITIES A-.-H er-...L-...,. - 111-14..,,-: -- d .., A-!.-....o. -f .List1nr' ��� ���.�. 1-1 �I''I+aala�tlal�r4lealpll� ': IIIIIIIIIIIIIIIIIIII[IIIIIIIIIIIIIIIII' ,: i1T1 ���i�� ��.. -! 5 l t j T -71 ( #[eEikt NOTE( (1) This ptodart h designed to campy with the "M Florida iialding; Code, M Matron and swJw strap material to be 6063-TS Alanshanm, (31 AN hssfa>lahba antllols MUST be made of A eorrgaioa resistant sasterial OT etwtmt, ?"Nod by EXCELLENT ENGINEERING 3739 KMOSWOOII DR. SA IAsou, FI.34232 . _- MarkA Stn10i PI. Reg, No, 55511 2 0172 - t - 1 . , 14 1-2X3-# Tbbc Mu44PI d , ter1. . DANSCO DE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 1 CD Ln 0� f1F z 17. Ha IJ] 4 -I V1 rti T! ® ? in OS %Q °aCm�' I 2:� 00 150a-O0 M zae U) ro'+4 z(ACL E� LL.I L1J � }- z 0 O tfy Mj r�� , e-1 V e e ' 0< LL w0 � ) W v A /W 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 R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SIRUCIURAL PORTION OF THIS DRAWING ONLY. ID2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD 194 �. .T - . r �a s,W,nl.n s s �.o,. R.-LiAl)I 11iA' ti 4+ 4 .,.. -,'- • , ,:' * " ,. ,„<., . .�.s.� ,Ya .;r. c. ,. - «' � .;�y a .'+rc , Yo 5�"'. �. �,, , ..d,. v ; ak .i.::. '` ,.�•.�'x" . ,� _,rnYa,sn .. ..: ���:�...-..14�'$��.�,�ii!��.•:.: nx��.�.<.?p.r'�t�-..:��t�.�...�-k,:.•^��an�_✓�.,-:�z>f'a�...��.�'�::�a:,tux,�:�r�'na�a�-'".'.:<-_:��.3„��:-.��.a �,,.,,�._..`,-.v,~�.�..�k'.��`,.��,.,r�i't"�".7, .*w��•�.:fi.��'��•�z,�.�..�..�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 Ln CD o [-n Qen acorn zV7 W M 000 .�Zg OCOWM a Z 12 W W Z O O tD mi C) LLI W v I ry® L.aL 4 Z v TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 20D9 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =40.18) 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. 02009 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER. WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02009-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.02.09 1.0 2007 FBC UPDATES VERSION NO. 1.00 / 02.02.09 [] SAMUEL A. GREENBERG, P.E. #34245 ® THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ENGINEER SEAL: SHEET TITLE: FIREWALLS SHEET INFORMATION: JOB NO.: 290127 DATE ISSUED: 02.02.09 DRAWN BY: DZ REVIEWED BY: TH/AS FW1 V-4 e—i V Z H J H D m Q " S.E. CONSULTANTS, Inca _ni:turmr E"a9%Harr: y Gk atFL :�nES .canary W, 2006 Powers Steel & Mire Products, inc. 4118 East Elwood St. Phoenix, AZ 85040 Attention: Bill Powers Reference Powers PSboxa, and PSboxO(5-5/81) Lintel Products Gentlemen: S.E, Consultants, Inc. has no financial Interest In Powers Steel & Wire Products, Inc., other than providing professional consulting services, Furthermore, S.E. Consultants, Inc: is not awned, operated or controlled by any company manufacturing or distributing any portion of the product Rated in the referenced repasts. Furthermore, S.E. Consultants, Inc. has no future or pending interest in Powers Steel & Wire Products, Inc. It you require additional information ar if we can be of any further assistance please contact us, Submitted by S.E, conau tarps, Inc. Stetden W. Stinaub, P.E Vice President -. - 5800 East Thomas Roa(L-.Suite 104 " ScotIsclale, AZ 86251 _ :Phone: (480) W-2010 • Fax: (00) 948-1909 Powers Steel Product Lintel LINTEL DESCRIPTION t-•�• INDICATES HEIGHT OF GROUT PSbox8 - l l / P - 8" Ll t is t Date: I/2006 8' Lich block wkith <1'-0' TABLE f POUNDS PER LINEAL FOOT 1 6 s • LINTEL AD A N 3 a. ' N UN Ghk nk '�. L EL IA 4 Ran ( (leg a. Ik(p14 t� Ora toed 7etrte 3000 i 16 a, x 18.0' Ra grout ( 9 span) °*-°4''°' ' *.`�• .-. ALL LOAn9 ARE SUPERIMPOSED - SPAN t d' P3n&19' P%.+&Ir 7P 72' 2G P kv 46 l0aw tBkP 45t'.6m1 0t4 "im 16 WOW % ILVU0 f6 #6 11-81. 7776 '7775 9578 9678 113" 1€377 t'•6' 2'-2' $30 S369 6SQ7 6607 7046 784 BOOS 9083 10322 10322 2-r 2-4' 4982 4082 6130 6130 7278 7278 6425 8425 9673 9573 24' 2'-a' A353 AM 636A 5364 8356 6365 7 738e 9357 8397 9358 9358 241' Z-10' 4096 4096 Bass 5035 $075 6$73 6916 6916 7856 7866 $796 8796 Z-10" &O'll 3768 3865 47611 4751 -6638 68801 652A MAI 7411 7411 8297 8297 • ' 3=2- 337 3659 4497 4497 5:3 b336 8174 6174 7012 7012 7851 7851 &-r 3'-4' 3044 30.74 42M AM 5064 50E4 E 5859 Sees 6654 0664 7449 7449 V-4• A'-O" 2100 2887 3545 8845 Q03 4881 40SI 5619 5619 6177 8177 ' t932 2770 $A- 3400 4031 4031 4661 4661 5232 52$2 SB22 5922 V.2' 4'-8' 3143 3143 3725 3726 4306 4306 AM 48W 6470 547 4'•8' 1650 2a73 5.2" 1240 17 2728 2720 3231 3231 3734 3734 4237 4237 4740 4740 S'•2' 5.4. 1161 1676 264Q 2640 3127 3127 3613 3613 41D0 4100 4585 Also 8'-4' 6°-2' 0.7 1242 2697 2591 31Q7 $107 3524 3524 394f 3941 6"•2' 210 2274 &•4' 810 117E 2043 22121 2617 2617 3022 sm 3427 3427 son 3838 '-4" 7'-0' $55 964 less 7932 2W 2358 2722 '2722 Me Bass 346p 3ASO T'-0 491 720 1253 1462 2366 2366 2681 2681 2995 2995 8'-0' 1 B'•4' 449 am tt49 1341 1965 t96 2266 2266 2667 2667 2 2868 a`4' 9-2' 393 557 937 1096 17T7 1 2048 2048 2319 2319 2691 2691 9'-2- ID-O ego 444 775 909 1671 182 1867 1867 2113 2113 2359 2359 10'•0. 11'•2` 230 $47 607 714 1240 1413 7 t I87e 1876 2093 2093 11'-2' 42'-0` 193 294 516 "1 1060 1210 1490 1534 1734 1734 1935 1935 121-0• 12-W lea 282 456 639 941 1075 1324 1446 1635 1638 182A 1824 12'-8' t&-4" 1182 1368 1 1723 1723 13'i' 801 PSbox8 &5/8") Lintel§ 1 D4t4: iP2006 Nr `. i1 i... ).!1 81 Inch block Wkhh O T P 1 1' qtk: nk LINTEL L AD TABLE (IN POUNDS PER LINEAL FOOT) a. < 8-0' an ( T7 ( SD ;I 89 ) ..:e ,•.�.- ,�: iA Load able �psi grout (6ga- 40° Van) _ At i 1 Hart¢ eo" a:uasnwwn.rrn - Nato: A9-Nntols greater than -22'-8' in length will require (2HA bets top or (2)•NS bars top&boo. � IrWe: As nmeta greeter marl cc-s- rn tergtn oat rsglpr. fir/'ar> Wars raP or tehso oars wpanon. By: 9wB ft 't1 -,j h.F i PS Is 9r• arm , }` fl t - :� t4 ;fl _PS'F]LX3-'" .'�.il 1A®IS Date: IiMoe I; 1j :j 8' Inch black widUr Dow. 1=06 ') q i t ,� 6' a>ch block width chic nk C`" ! ' ;!� LINTEL LQAD TABLE (IN POUNDS PER LINEAL FOOT) 0 aga, < IV -a' span) chic rat _ , d '` LINTEL LOAD TABLE (1N POUNDS PER LINEAL FOOT) I Lateral Load Tabla S006 Dal grout (16ga. >= 18'-0' span) - Latani Load Table 30M psi grout a•-.Ra.a -€ax _ at I i nAM Ares rumFRruortscn - 'Ps • _ ALL LCIAM AM stIPmlUt Fn SPAN it PS a&4Z -14• iM -IT 18' (81 % IS 1op5Mt t6kp #BWpIhM tS oP %kaibW %tap tftlkbot #5 OP ,FitBDIFbDt MtW %t Plc@ %top %luilbot 15ktp 15t*bdt 464d -4544 5375 5376 SSW 5800 am am 7101 7101 7985 7985 7'-6' 2'-2' 31A6 3146 a721 37ZI 4015 4015 4313 4313 4918 4916 5528 5628 6T73 6773 8039 6089 2-2" 2-8' 2556 250 3023 31123 3262 3262 3504 3604 3994 3984 4491 4491 56D3 6632 66M 21-W T-2' 2162 2162 26" 2546 2747 2747 2951 2951 336sr 3363 3762 3782 4834 46M 5601 5501 3'-2' 4'-0" 1-104 1704 2016 2016 2175 2175 2336 2336 2563 2653 2994 2984 3689 3849 4355 4365 4'-0° 4'- ' Isis 1 6 t9931 .76 2076 23671 67 2662 2862 =it 3261 3871 3671 4' V-2' 1319 1319 ism 15W 1684 1684 1809 1809 Met 2061 2318 2318 2840 2840 3371 3371 6'-2' 6'-2" 1105 itp5 t307 1307 1411 1411 1575 1515 1121 1727 1942 1942 2188 2240 2407 2474 6'-r 7-0' 974 974 1162 1162 1243 - 1243 1305 134 1412 1435 1513 1641 1698 1739 1868 1920 T1' &-o, 874 $19 911 919 956 See 999 1012 1061 1098 11 11 1300 1331 1 1470 &-0' Er 620 624 694 700 720 7 761 771 523 837 899 900 1014 low lin V-2' fQ'-0` 521 524 583 588 612 618 639 648 a92 709 747 7 832 Vs 941 1 •0' 1112. 418 420 487 472 4" 496 513 619 655 564 594 506 667 734 754 11'-2' 1Z-0' 3S2 364 405 409 426 430 444 450 480 488 518 624 578 592 635 SSS 12.0° 12'-8' 326 $27 $67 1 se" See 404 431 438 462 471 Sig 631 671 586 1ZS' 1&-4' 293 296 me 335 344 - $so 364 36. 395 417 425 Am 479 61 529 13'-4' 14'-0` 266 267 297 30D 312 316 326 330 363 369 378 WS 425 435 467 480 14'.0' 16'-W 2D4 205 228 234 242 250 270 275 290 295 32S 333 we 367 10-0' t9-0' 214 210 234 2 243 246 262 264 269 272 285 2W 315 320 W 349 1&10' I&-8' 199 200 218 219 226 228 235 236 250 25S 265 269 293 298 319 325 t&-8' W-8" 162 163 177 178 185 106 let 193 204 200 216 2111 239 20 2W 20'-8' 22'-6' t35 135 148 148 163 154 169 160 170 172 180 182 199 202 216 220 22'18. 24'•0" 143 145 153 7Be 163 786 t80 185 196 202 24'-0' 2G•0' 122 123 130 132 ,So 141 i64 157 161 t72 26'-O' (i8ga. < I &-O' span) (Sego.- IV-O'won) B� -'T3 PSIo-39 Untels Dsfq: ,/2005 W inch block %kith chic nk -. j{ `Y F LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) 0ogs. F 18'-Q" span) GmWty Load Table 300Q pat grout (169a, r-10-0' span) SNMI t6W t5 Jew f6 % 96tco5bal %lap %taeW %Blp 45100111bol %1'ID % "Stop %W.".1 tstm %lCpli'm ffli 11-W 7M '7229 9030 9OW 9930 9930 10MI IOWI 126V 12M V-6 2-2- 49W 4960 6224 8224 0643 WAS 74W 7463 B701 =I 2'4' 4040 4040 §911 SW 1 1 Sul OD41 7042 704241' V-2 3392 3392 4231 4231 AM AM S069 S069 S908 Swe 6748 6746 3,2' 4'-0' 2973 2673 333t 3331 3580 3060 3989 3989 4047 4647 6305 6305 4'-0" 4'.6' 2M 2389 2061 2951 -3242 3242 33331 3833 4114 4114 46W 4'-6' 5.- 2066 2068 2569 28t0 28t 31is2 am Sees 3 AM AM 5074 SD74 608p 5'•2' 8'-2" 1524 1713 2130 213D 23M 2338 25A 2547 2963 - A. am 33SO 4214 4214 Bads bU48 6'•2' T 11 I= loss 1866 2048 20.48 2230 223D 2593 2967 Sege 4413 44i T-W 8'-0' Bel 1206 1675 162t. 1770 11 7 1986 2251 2251 2666 2666 3196 3196 &-0' gx 557 904 11 1 Iwo t 1675 1675 1946 19A8 2218 2218 2760 2760 3303 W-2' 10' lode 780 976 1279 i403 1403 1626 ism 1772 i 2019 2019 2511 2611 3004 3004 10'• il'-2" 423 68q 766 1 4 1121 1245 13R 1364 1572 1672 1790 1790 222 2225 268ti 268 11'•2' 124r 358 503 851 892 957 ip87. 12b2 1262 14Fi3- 1483 1653 1868 2056 2 2466 - 12•fY 12L8 315 445 676 7 848 fA85 11� if80 1388 1388 7657 1567 1934 1934 2312 231 1V'.S' 131-4' 279 396 511 708 750 Sol 10" 1115 1293 1293 1471 1471 1825 t626 2t82 21 1V'4 14 r 247 363 485 $76 771 936 1022 1225 1225 1393 1393 1729 1729 2064 2064 14'-w i(r4r 175 266 328 463 494 567 755 989 1053 1197 1197 114B4 1484 1T71 1T71 16 161-0" IF 211 286 400 367 4914 61 Sea 891 946 1201 1 1 lass 1833 1 18'•0' 18'-8' 142 102 260 366 334 462 474 639 ale am it04 1282 1620 16M 476E 17 1&•8' 20'�-8' 104 146 96 281 254 350 418 641 am 1037 1267 13M 1. 1W W-8' 22t 76 110 147 219 193 273 264 327 SOB W898 f014 1211 I- 1 22'•8• 24'-0' 334 384 411482S 62S 91 996 tt3f 1186 13t54 24'-O' 297 908 sal Sit 507 757 968 filet 26'-0' 7 PSbox8 lintels swa to Pats: 1P,t006 1 `',i $' inch block widh p- q '-' U LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) E18ga. 4 18''0" Sean) Chic: Me C 't I.. GreAt I I ad Tabta _qFn -I Swat (i6ga, >®t$"-0" span) o--ac•r . zr,s• - u I f nArLc AQF RIIP@W/YDnCFn NEENEEMMEM M111EME ME MEN NOMMENEMENN E MOMMENMENEEN om M1 ONNNENNEMOMMONNO 0 MENNEEMEMENNOMMMIN MENEENEEMENNEMEMEN NOBe: A8 finale greater than 22'•8- In length will rogYke (2) 46 bars top or (2)45 bats top6DWt. tor.: Aa wxela grower an ses m lengrn win r gtere iep' Dare roP or ter -No uare ,W4uaa. -- N P x 5-5/8" Lintels 9Y awe P$¢ax8 {5-5f8") Lintels 0� }i. Date: t720o6 8' kroh block wltfth Date: Winch book wMt17 I 74mk nk Indic; Ms t < IV-0, '- " .: I LINT 1 T P i TABLE 1 POUNDS PER LINEAL FOOT < &•0' .' LINTEL LOAD ABLE .N POUNDS PER LINEAL FOOT) a, 0 a EL LOAD N L T ) 8 ( ( pan) ( 8ga ) Bg j� ) r e�-I dry]{ � -- s (1 L.., LAMrat Load Table 3000 PM grout (16ga, >. 1 W-O' "pan) L...-`.1 ire:: -I ! t , , ! I ::; Latp'al Load Tablo 3000 psi Trout (f 6ga. a� 48''a' 6w) ALL t n►mt AJW MtD1aRiMttrl9an _ ALL LOAns ARE suPFRImOnAM MI iM A' fib 1 $P (to "tOP 4401011501 45 OtOM t 0101) 61013 bct ISIOP 914AW *5 top %mwm 18top tstollw to 11-6' 41d6 -A,- d970 4970 5821 6821 SKI 091 7676 7676 8473 8A73 11-6' 2'-2 2870 2670 3441 3441 4WD 4030 4632 4632 5245 5245 5855 5888 2'- 24• 2665 3195 3196 3742 3742 4302 43M 4871 4871 7 V-4" 2.8' 2332 2332 2795 2795 3274 $274 3764 3764 AM AM 4766 4766 z4r 2'-10' 2195 2195 2631 MI SOUR 3062 3642 3642 4011 4011 4486 4486 2.10' 31-01 2073 2D731 2485 24 MO 3346 "AS was 88 42"71 4237 S.O. 3'-2" 1064 19M 294 2364 2757 2757 3170 $170 3589 40141 4014 3.2' 3'4' 1866 1888 2238 2619 261s 3011 3011 3409 3409 B813 3813 7 4' 4'-W 1656 1565 1864 fSS4 2183 2509 25Q9 2641 2841 3177 3177 V'.W 4'2' 1492 1402 1789 17a9 200 2095 2409 2409 2728 2725 3050 3050 4'•2" 11" 1382 7382 1657 1657 _ IM 1 940 2230 2230 2525 2525 2824 2824 A'•6' - • 1204 1204 1443 1443 1690 1690 1943 1943 22W 2200 MCI) 2400 5'•2' 61-4` 1166 1166 1396 I 1637 107 1882 lose 2131 2131 2303 2303 5'4' 6'•2" tOg9 1609 1209 1209 1416 IA16 1628 1628 1843 1$43 1064 2011 V-2' 14' 982 W1177 1177 1379 1379 1585 less 1748 1784 1862 1907 6'-4' 71-0' 898 888 1065 1M 1224 1241 1331 '1364 WI 1461 1525 1661 T.0' &•D, 71 754 849 857 937 950 1019 1037 ION its 1167 1196 &-0 -4' 891 695 702 789 B64 8 1010 1031 1076 1101 Ow 9-2' 571 574 646 662 714 724 776 790 ass 862 W010 9'-2' 10'-0' 480 483 543 548 Soo me OR 664 701 746 747 766 1010' 1 V-2' 385 . 436 44 481 488 52 552 574 598 613 11'-2' 12-0' = a3b 377 381 4t7 422 463 401 487 497 519 531 lV-0 12'8' 299 301 342 374 379 407 474 b37 446 466 477 12'-8" 13'4" 3S7 373 394 403 420 41 1 1 3'•4' IR Isms- Mne; "POVa x}aa& "lplliffe Ira a1CCeae@ rOr "no'rMtne: Apava A„tts5 teFWae Its "--aorta �arwPw. [MWd: NPOYe IOAW irIUnOB -Ira tnereaSe wr wino. All 8nteis greater than 2Z r in length Wit requite (2)-05 beta top or (2)-#6 bare rop&bott. AN flatels greater than 22.8' in tang6t will "quire (2W bare tap Or q) #r5 Pare top&bott. Ali fintete groater than 22-6' in length w81 require (2}9b bars tap or (2)•45 beta topdboh, ..i HUGHT OF COMPOSITE LINTEL VARIES - SEE PLAN AND SCHEDULES. t F f31 (10) HEIGHT GF SOLID ROUT VARIES - (7 SEE SCHEDULE (1 S.E. CONSULTANTS, INC. 58(R) E. TMER0A0, SURE 104 SCOTTSOALE, AR(ZONA 251 (480) 946-2010 rAx: (480 946-19W NirTCFA• 4 iRIXCCf NAME a'Al9<r: ]6}6AC9) 14. wRHaaOACPi68Aa (¢tAD8�8Ta�r,VPRNCI.V!'ERW tYD OP NA.LRAE4r#5i0115AS9t bN SPMafi.9ty yea Boss+OF 1'RrJM"Aa lGA4ftS5r�].i3N7Bl-R4IKWGALVAriLFD OXL 111ffi A9MAN1frAC1UkiD BY Hl+TR4F511i5L: 1�MAti LIRThLASSaOWMONIPA.TA&iY. 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(1800. < 18'•0' span) (169a.>_ IV-O'spun) $PAN P6IPawor 7 1 - 6pP,&18' F"%0oa18' P8BF8-2p 2V 24' 24' , SPAN (to #5 top #5 I,k'<bW 85 top IsODW #S W� %ptbW Ia 4$ %bpBbo #5 Wp #5 'S mp % t8 top %kp&W 45 % M 5963 -5963 7910 7910 88" 8896 9868 9886 118M 11M 114Y 2-2' 4140 4140 BASS $4 6177 6177 6666 Boss 8251 S25t 9645 964S 12451 12451 2.2 V-8' 3370 3370 4473 4473 5031 6031 6582 5692 6720 am 7855 78W 10142 10142 12442 12442 2.9' 3'-2' 2844 2644 3776 3776 4246 4246 4720 4720 6073 667$ 6632 S832 8663 8663 105414 40604 &.2' 4',O'l 2269 2259 Sage, 3O0D 3374 3374 3751 3781 45N 45W 5272 5272 6807 6807 8352 8352 W41 4'•6' 20121 2012 a72 2672 -JODSI SOO6 3342 SU21 40181 4018 46831 4698 6066 OWI 7443 744 4'-6" 5'-2• 1157 1767 2334 2334 2628 2b28 2920 2920 3611 3614 4105 4105 5301 5301 6504 6'-r 6'•2' 1478 1478 1964 1064 2210 221 245a 2458 2955 2955 3455 3456 4464 4464 5477 .547 6'-2' T•0° 1306 ism 1737 1737 1954 1954 2173 2173 2614 2614 3057 3057 30411 3949 AM 4845 T-W 8'-0' 1030 1080 1435 1436 1606 1605 177A 1774 2116 2116 2469 2459 3149 31 W.S &-W 9-2' 793 793 1107 1107 1237 1237 1368 t 1632 16M 1897 1897 2431 2431 2968 W-2' it7.0' 673 673 936 1 49 1049 1181 1161 ism 1385 toil tell 2065 2066 2521 2621 10'•0' IV-2' 546 546 70 783 054 654 945 945 1128 1128 1312 131P 1903 1683 2066 11'-2- 12.0' 478 d78 668 668 747 747 S27 827 988 988 ti50 i1SO 1476 1476 1�3 1 12.0' ix-e` 433 433 gas BOB 077 677 7 'Be a96 896 1043 1043 7 433S 1 1 12'•a' 13'4' 394 a94 651 $51 $17 617 683 689 617 $17 901 961 141 1221 1493 14 IV-4' 14'-0' 361 361 505 SOS 565 565 626 626 749 749 872 872 1121 1121 1370 137 l4-O' 1 V-0" 295 285 3" 399 447 447 408 . 594 594 692 692 890 a90 1089 1 16-0' 18'•0` 282 282 376 376 476 41 458 537 637 816 67B 781 764 945 946 1&-p' 1&•8" 268 Pee 353 353 391 321 429 d'20 BOB 506 582 Be2 738 736 891 891 f&-8' 20',8'. 2 29a 330 33 363 383 428 428 49d 494 828 828 7S8 758 20'•8' 22•e` 1st 191 257 257 285 206 313 313 377 $71 428 A29 543 b43 Bb8 659 22.9' 24"•0" 381 "1 489 4$9 577 577 764 764 932 932 2A' p' 2&-0' M5 33S 430 430 507 507 1 863 819 81 28'-0' AB linlela greaax Man 22�5` ar iergth w91 requ9a f2)-#5 data too or (2)-45 bare top&botl. tv By swa PSb©x8 Lintels '.SJ r�ti Date: 1PLOD6 - a W inch block width chic nk r� t�-y :11 LINTEL LOADTABLE (IN POUNDS PER LINEAL FDOT) 0 « Uplift Load Table 3000 psi grout r •u-.• ""'- - et r r Warta etaP m ttacnwnnm:n - ■ I•,..•-. AB linteta greater than 22'•8" to Isrlgtfr lnlA raWire (2)•'86 bars top or (2)•45 bars topIlboll. 0 a It P box8 5-5/ Lint I a - P L' t By: Ic Ti S 1 8) e s B,: wB ~J � .� bo -5/ fn el Dar.: 1Pt0a8 _ ._.�,. T 5i - H H 8' inch block width pats; 1P2008 »._; T' 1 ..(fI p u i;�.�' W thGt block width ,;5 ....ai y.. i cl4k: nk P c 1 ' ehla 8 a.a 18'-0' U A T IN UD6 1 -0San L L T P 1 7' NrEL LO D ABLE PQ N ER L NEAL FOO 8 nk TNT LOAD A F n ( g aP�) t T) (O9a P ! F..a - EL TABLE BN POUNDS PER UNF./U. 001) (89a 8-0 spa ) 1 , .: 16 . a� 1 '-0' an >.. �.;.$ LTA (� LJ o 8 � � .�..-..,I .,:`���' U Load 3000 sl rout (logo, 18'-0" an Uplift 'rout 1 .> 1&•0° an ( 9a ep ) Pf� P 9 (69 aP ) ,a PI 309R Pat 9 °- '^' t Hens aPP m IseotutmaPn - o • +• , � � i AN Duals greater nuww tro sav' In [ur YAN u MfaIS greater than 22'-B" In length YAN regt4re (2)-115 bars top or (2)45 hers. Bop&tort. SPAN PBhAae-10' P�a,Btp PSogB-t t S (it) #6 tv #5 45 btp s509081101 t5 top %pt4WQ AS top %1oilw 4S top 15 "Piluot td top #SWW i'-r BOOS '6008 7134 7134 9197 9197 IIM 111282 Z-2' 3476 3476 4952 4962 6386 6386 7835 7035 W94 1294 10762 111712 Z-2' 2'4' 3M 3229 4602 46M 6934 6934 7281 7281 8837 7tBS7 10001 t0001 24' 24r 2829 2829 4032 4032 6200 S200 6380 S380 760 760 8766 $766 2'-8' V-10' 2 2664 3797 3797 4898' 4e98 6010 6010 7130 7130 8256 am Z-10' 31-0 2619 2618 3689 35W -AM 4620 5680 6680 6739 6739 790SI 7903 V 0' 3'-2 2387 23S7 3402 $402 AM 4306 5 S385 6389 6389 7398 7a98 312, a-4" 2209 2269 3234 3234 4172 4472 512A 5120 6075 SOTS 7034 7034 T-4' *-0' IM 1 2703 27M 3487 $07 428D 4280 SM 5078 SW 5890 4'-2 Im 1 2596 3350 3360 4111 4111 4879 4879 5649 56AB 4'•2 4'-6 ism 1688 2407 2407 3106 $106 3813 $813 4524 4524 5239 5239 4'•6' 5'-2" 1473 747 2102 2192 2713 2713 3331 3331 3968 3953 4578 4578 6-r 514 1404 1404 2038 20M 2630 2WO 3229 3229 3832 3832 443E 443a V-4- 61•2" i057 1057 1769 1769 2283 2283 28M 2OD3 3327 3327 SMI 3863 6.2' V4' 1003 100.3 logig 1693 2221 2221 2732 2732 3290 3290 3765 9756 B-4' rAr we 026 1$04 1394 1929 M1829 22 '2268 2710 2710 3165 3155 T•tl' 8'-0' 639 on 1078 1078 1414 14t4 1765 1755 M97 2097 2442 2 B'-0' 0-4' 591 591 9B7 997 1308 f308 ib2 1623 1940 194 2269 '-4 W-2' 403 493 831 831 1092 1092 I= 1355 I= 1620 Jess teas V-2' 10'-0" 419 41 706 706 927 927 1151 list 1379 137a 7608 t603 la-0' 11'r $41 341 576 675 766 756 3 938 1122 1122 4307 1307 12'-0' 299 299 504 504 S83 .7 63 823 823 986 985 1147 1147 12• 12'-$" 271 271 Abe A66 601 gal 7d 747 893 893 1041 1041 12.8" 13'4' 651 681 818 $16 950 am 13'•A' rMom: Alxm tls g e [n[w1re t 2 r-W In eat YAN r All 8rriels greater rhea 22-6' ki IonSth wIN 16(Pftra (2)45 bt$a (op or (2)45 bare toybbotL SPAN ( PSbvAB$' 4$ top 1514p1btt 45 top 1 %UpSbot 14' 46 tap 14• 1150 at 1 #S top t ' t5 wo t �' *5top 15 roplhd ZB' 45 WP PSem4.28' %kptbat AN (&) 16'-0' 18' 625 07 437 625 A97 437 749 5% 618 749 595 $is 11"12 694 600 872 69A Sao 14'-0' 16'-0" 16'-0" 18'•8` 20'•8" 22'-8" 412 350 gas 412 350 308 488 416 362 488 416 = SOS 482 410 585 482 419 1&-S' 20`•8" FFI I IT IVatP: "Dove wane "ou"Pe "Ira inoredBB tar w"'o• r All Wels grealar than 22-8' in lonflt"require 12p4e bars top or (2}#5 bam top8,bott. z DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineehng.com CA 25948 i LU O W Z F-1 :3 C) 0 zCL< co %0 Mn O W OP d M z e,q 900 Z Lv'LI Z O J CD t19 LU J OQ > IL LU O V) w IL'� C L 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 IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: POWER STEEL LINTEL TABLES SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH LT 100 V H ca a"-4 N M L / I VM-4 LTC' 1. r" a V 0 e PRODUCT APPROVAL SPECIFICATION SHEET ks required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the wilding components listed below if they will be utilized on the construction project for which you are applying for a building permit. We ecommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description AnDroval Number(s) 1. EXTERIOR DOORS IThermaTru A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184 Smooth Star/Fiber-Classic FL8838, FL9245, FL9248-RI B. SLIDING Atrium Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP FL7864-R2 Fla. Extruders Milestone Series 1000 FL45-134 Suncoast Designers Inc. Mullions FL1861-R1 Fixed Glass Windows FL3913-R2, FL4397-Rl C. SECTIONAL Clopay Building Products Residential WindCode Doors FL3026-R1 Wayne -Dalton Corp. 5120/9100 FL7824 D. OTHER 2. WINDOWS A. SINGLE HUNG Atrium Mk 40/50, Mk 40/50 HP FL7844-R2 Fla. Extruders Series 1000/1500/2000 FL42-R4 B. HORIZONTAL SLIDER Atrium RW HP, RWXHP, RW4-XHP FL7861-R2 Fla. Extruders (Milestone) Series 1000 FL43-R4 C. FIXED Atrium k 40/50 PW/CT, TWPW/CT FL7851-Rl Fla. Extruders (Milestone) Series 1000/2000 FL44-R4 D. MULLION Kinco/Atrium M03-04A, M02-03A, M96-08C FL957-R2 Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/571415718 FL3136-R2 F E 5700/570115702/5703/5704/5705/5717 3. PANEL WALL A. SIDING B. SOFFITS Ka can Ltd. 0605/0606/9500/9510 Aluminum Soffit FL4899, 4957 Cameron Ashley Building 41550145102/45102N Aluminum Soffit FL4968 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry installed w/Mortar FL1363-R3 E. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 and AR), Landmark 30/40 and AR), FL5444 XT25 (and AR), XT30 and AR B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Southeastern Metal Weather Vent Miami -Dade NOA 08-0423.01 Florida Metal Products, Inc Vent RV10 FL2075-R1 E. ROOFING TILES F. MODIFIED BITUMEN G. SINGLE PLY ROOF SYSTEMS H. CEMENTS -ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A. STORM PANELS Alufab Galvanized Steel Storm Panels FL4804 B. COLONIAL C. ROLL -UP D. OTHERS 6. SKYLIGHTS A. SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R2 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-RI Wood I -Joists ALLJOIST FL1645-RI D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL FECP Corp. (Cast -Crete) Hi h Strength Concrete Lintels FL158-R2 Powers Steel, Inc. Power Box Lintels FL6264 G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A. B. Fhe products listed below did not demonstrate product approval at plan review. I understand that at the time of nspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the )roduct approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy )f the applicable manufacturers installation requirements. Further, I understand these products may have to be removed APPLICANT SIGNATURE DATE Simpson & USP Cross Over Chart with Florida Product Approval Numbers Simpson Simpson Produc Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL474-RI Framing Anchor MP34 FL822 ABU44 FL474-Rl Adjustable Post Base PAU44 FL569-R2 CS22 FL1901-R3 Coil Strap Tie RS300 FL822 H3 FL474-RI Hurricane Tie H10 FL474-Rl Hurricane Tie RT16 FL565-R2 H2.5 FL474-Rl Hurricane Tie RT7 FL565-R2 H6 FL474-Rl Hurricane Tie LFTA6 FL820-Rl HCP2 FL474-Rl Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL1463-R1 Holddown UPHD8 FL817 HETA16 FL1901-R3 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901-R3 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474-Rl Truss Hanger THDH210-2 FL821 HHETA40 FL1901-R3 Embedded Truss Anchor HSUR/L410 FL503-Rl Heavy Skewed U Hanger HTS16 FL538-Rl Heavy Truss Strap HTW16 FL820-Rl HTS20 FL538-Rl Heavy Truss Strap HTW20 FL820-Rl HTT16 FL503-Rl HD/Tension Tie HTT16 FL821 HTT22 FL503-Rl HD/Tension Tie HTT22 FL821 HUS410 FL474-RI Joist Hanger HUS410 FL821 HUS412 FL474-Rl Joist Hanger HUS412 FL821 HUSC410 FL474-Rl Joist Hanger HUSC412 FL474-Rl Joist Hanger ITT FL474-Rl TF I -Joist Hanger THO FL815 IUT FL474-R1 I -Joist Hanger THE FL815 LGT2 FL1423-R2 Light Girder Tiedown LUGT2 FL817 LSSU210-2 FL474-Rl Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474-RI Slopable/Skewable Hanger LSTA12 FL1901-R3 Strap Tie LSTA12 FL816 LSTA18 FL1901-R3 Strap Tie LSTA18 FL816 LSTA30 FL1901-R3 Strap Tie LSTA30 FL816 LSTA36 FL1901-R3 Strap Tie LSTA36 FL816 LTS12 FL474-Rl Twist Strap LTW12 FL820-Rl LTS16 FL474-Rl Twist Strap LTW16 FL820-Rl LTS18 FL474-Rl Twist Strap LTW18 FL820-Rl LTS20 FL474-Rl Twist Strap LTW20 FL820-Rl LTT19 FL474-R1 Tension Tie LTS19 FL822 LTT20B FL474-RI Tension Tie LTS20B FL822 LUS26 FL474-R1 Joist Hanger JUS26 FL821 LUS414 FL474-RI Joist Hanger JUS414 FL821 MBHA3.56/11.88 FL538-Rl Masonry Beam Hanger NFM35X1178U FL578-R1 META22 FL1901-R3 Embedded Truss Anchor HTA24-18 FL859-Rl MGT FL1423-R2 Medium Girder Tiedown MUGT-15 FL3923-Rl MST48 FL1901-R3 Strap Tie KST248 FL822 MST60 FL1901-R3 Strap Tie KST260 FL822 MSTAM36 FL1901-R3 Strap Tie for Masonry MTS12 FL474-Rl Twist Strap MTW12 FL820-R1 MTS16 FL474-Rl Twist Strap MTW16 FL820-Rl MTS18 FL474-Rl Twist Strap MTW18 FL820-Rl MTS20 FL474-Rl Twist Strap MTW20 FL820-Rl MTS30 FL474-R1 Twist Strap MTW30 FL820-Rl MTT28B FL503-Rl Tension Tie MTS27B FL822 PA51 FL474-Rl Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463-R1 Strong Drive Screw SDS 1/4x4 1/2 FL1463-R1 Strong Drive Screw SDS 1/4x6 FL1463-Rl Strong Drive Screw SP1 FL474-R1 Stud Plate Tie SPT22 FL817 SP2 FL474-R1 Stud Plate Tie SPT24 FL817 SP4 FL474-Rl Stud Plate Tie SPT4 FL821 U24 FL5808 Face Mount Joist Hanger ET FL5550 Epoxy HD Titen FL2304-R1 Titen Anchor ALLOWABLE DESIGN'. WING PRESSURes. /,V PSF KAf!T£e%KAycAN EAV.E WID7N IiV INCHES !2". 15" 18" �/" 2 �•" soFf/r -'ryPE ' 90r400 (AwAMI A 16' VENTED 72.6 +X'$0./ .'k¢r.¢ +� ¢t.S / 39.3 CArALPG s'p-600'ULUArtNar� I6m .rOLlo - ' /7a.z- ' %'S 7 %$t4 X-4/.2 CATALOG 00i;0 VENTED' PAlvEL (ALVMINVN) q %../L.L `77.Z fff.3 CATAMOG; .* 9s0D- - SOLID PAN" % 54.9. l ¢e.0 FOLL .O �`✓6NT r,F fIZ"). YINA_ % 1~71 S 91.7 f 9-Ir 2 I 21.6 . PAODucY less' O.iti! ECO SOGP{ Ta 'QL j v/Nye fs,3 " i'ftif" 28.4 23,y �.P0:6 MOP, c.A s p-6(4f do SOL.11'; CrWrkf YEN74rueLv v . 5 4..(14!j .Nyy tf S. fs...ty;�1<, . 9 '`/_ gxIt 2?;,1 X20,6 .vif PMD.c0P(1' OL oci+0L79 ' as; 001)•v/vyL f/54.1< f/.'tt/..2 !!4 L7 EG %2f.7 rAOD;-cvo<:r;vc/opus- . BEgOtd{. . AAllO. VENTS.D: * G8.d....*X_52,- ' A'2; 5'-f/35:8 +X"30...9 7t.C7 (i �'). VA4yt . '.(OP �bLf' CG7f bt35 - ..- GEN,EA4,L _'Veras DES/G'N PRE,�ruf A.S L/iTEO /N TABLP ARE -BASED ON A RATIONAL AN,1e..lxaxx FPA ALUM.tNVM S0/''01*/TJ DONE IN XA Z#G11JZM14G A,faedCT O¢aL000-�� AATv p Co;ypAAAT/✓E AAIALyA.rZX -Vf %?/Ny ILSOFT/TJ ADAIX /A( OtOSaoo/ THAT A.fE, )Al CPA1,rDA1yp,vCE W/T'// FLOR/DA APU/LD/NG CODC 200¢ SECT/IN /609 ��W/ND LoA41,r i $,FLoR/dA BV/1-D1,VG CODE 2001L DOES NOT wREc" y MANDATE Lt//NG LOA6 taCf/CAT 11WX AS:r1A,4J 40A/ SOf f>T.t, FAS77EWIRS I# EACN NAIL HEM 19RE fTinGON6 IT&OPMr:- ,ml,.S w rm JN J'NAoV*.r AND "0 HEADS: ht . T/M.eeR FR4MMIC {AsciA FASc/A . WNILL I 1 FArC/A KAyTtfC,/ •' 1 IVOd D KAyrcc,/ t T K/M MeycptlSOFFlT . OR'... A'Ay4YlSOFF%�.. INC METAL se At 7IA84A NCNirNN,EL. WIT1l GAS£. MASOKAt/ TA/M :_ NAAotNE b rT�PA ..STt/er ELOOK WF.4 ERYE IMIdT/t NAILS oof7�1�X%"t�vG :EAY.E :WIDTH St6 TAe4.E, 2¢;'MAN/MUM SP14G/NG .red TAdl.E 50FF1 tS ' w1TR Al,asj7M, Yy. B4,OCk-44iA+1.LS- . /V©T 'ro SCALE TAPC6NS -. -Qa.acx La3i QA. v AVALI- /NSTALLATIoN FASTENERS /N SaFirT CACN NA/L. 1I[M, A"P/NG fc"ANNEL� NAILS/ SITNEA ALOM/NVM P"AS7'[NERSr,-AGWr O.q GALVANIZED S7'E9L/.. SANtr.AS AT FA.tclri SAAN/Y T/M/ER AND %'" NaA1 i FRAM/NG FoR s0.4c/1V.G ALTERNATE ' WALL D Al S6A: TTA.BtE Afif To 5-rA49 FASCIA BMRD , WALL - FASCIA TR/MJ KAyTEc-KAycAN ScFF/T/J ' XxX TAOL - "F" CNANN-IL ALI/rI/NUM SOFT/i - FASTENER f Spgc1M6 /NTE4004 MVSI.bE SAVE W/OTN SEC < E SAME 'AS AT 'FASc/A A M!N/MOM OF i� __S01FIf17' W17}/ .'IV D. FRAME,D WAILLL: .Nos Tb, SegLE HR Engineering, Inc. I) DATE: 1* Jd_��/ 9005� PROJECT NO. OS07000S SHEET OF / I f: ,. CLIENT:KAXTEC 1/VC1NC. WA. REEVES PROJECT•KA�TAC A�CAN 10"ITS "/VE U&e-y 2n6r 717-846-3747 HR Fax 717-846-0355 HREnglneerl rig, Inc. 427 Kings Mill Road York, PA 17403 14 July 2005 Leonard 'Buster" Case, Management Analyst State of Florida, Department of Community Affairs Codes and Standards Section 2555 Shumard Oak Blvd. Tallahassee, Florida 32399-2100 RE: Certification of Independence Dear Mr. Case; In conformance with Rule 9B-72.110, F.A.C. "Criteria for Certification of Independence", I offer the following. I am a registered professional engineer in the state of Florida with license number 19354. I work in a two person consulting structural engineering firm, "HR Engineering, Inc., of which I am the majority owner. in my work performing an evaluation, I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. In my work performing an evaluation, I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of the product. I trust that this is sufficient for the Florida Building Commission's requirements. If there are any questions about this certification of independence, or if anything additional is required, please advise me. Sincerely yours; HR Engineering, Inc. Allen N. Reeves, P.E. Chief Engineer ANR:anr Cc: 05070005 HR Engineering, Inc. DATE: /� 2005 PROJECTNO. 09070avS SHEET_LOF--L— Ct1ENT. BY: A- REEVES PROJECT NAME: "N TQMT.S! - A"LvR DA GENERAL NOTES I, DES/GN PAE5r&1,fF-S LISTED 1N 71m .TABLE 9,rE eAXF-P ON A C9-.-AR,lT/YE /9NAe-+J,SE.S DOME /N .WIT EN6INEER/NC� INC. PRvJEcr 4900.9000/ A/VO A.4'E /N con/FogA1.4Nce by/TN FLr1R/DA A?WLD/NC C-0c goo¢ iBCT/vN /60 tIW/NO GOADS'/. 2, FLOR/DA R&ILO/NG CODE Zoo¢ Pocr Nor D/RECTL/1/ MANDATE WIA/D 160.40 DESIGN PR&$-r41,f5J ON XdfrF174. F14c/A ,BdA,Qo FACIA . BATTENS SCcvAarD 7•p TIARA`° FRAMMIG WAL L. RD00AFG SoFf/T 'F'cpANAnC1 "O-A0*'S f /0"MAX.NAIL /0" L' S/IEATN"G 3 " SPA:cING MAXIMUM A./AEN USED / NFAoS xayT€cj/cp .1A1 VINYL SOFF/T DATA/L M0T TO SCA4C K�jr!7'FiC�k'A�'CAN Dial• �tIG36 o616 j<OG15 a623/ OLxe OG2t fUtt OG631 OGbI' (// /yy (_ SpLrb #VENT Sotto �VENrtO /bGlf/ SOL/a O-VENT � 0631 S D Fi / ]�$ ,BEADED OS'�(/O"� ifY6NTED T* T9t" (IL'� EGO T'9tII /Vrq.IL SPAS/NG /O"x 8" /O"x /0" /a"x !2" /o"X/2'" )4LLrTWAB! W/ TH SNeATj( ..�/ 6$.2. ¢5.4 'fI-¢7.f'P "r� 4.5.l- t[$1GN 'W!N /NC N� .f _ 27,3 fl 2z, 7 -fj!, 23,8 f/- 22.7 rREssyREs INS CctG,r ;/ /A r/ � , y A C%AJ1 717-846-3747 Fax 717-846-0355 HR HR Englnesring. Inc. 427 Kings Mill Road York, PA 17403 14 July 2005 Michael Olmstead Richford Plant Manager Kaytec, Inc. 1 Memorial Drive Richford, Vermont 05476 RE: Vinyl Soffits 12" Dear Mr. Olmstead; The following Kaytec/Kaycan vinyl soffit products: Solid 12", Product Code 0623; Center Vented 12", Product Code 0628; and Full Vented 12", Product Code 0629 have been tested and analyzed in conformance with ASTM D 3679 as required by Florida Building Code 2004, paragraph 1403.9.1. The material thickness must be a minimum of 0.042 inches. Configuration is triple 4" with an exposure of 12". The allowable design wind pressures for these products are +/- 45.4 psf with sheathing and +/— 22.7 psf without sheathing. Sheathing, where used, must be nailable with a minimum thickness of tfe". Batten strips must be 2 x 2, with a maximum spacing of 10". Fasteners are 1-1/2" long galvanized steel roofing nails with 1/8" diameter shanks and 3/8" diameter heads. The nail spacing is 10" between battens and 12" along the battens. The above pressures were determined by comparative analyses. There is no separate allowable design wind pressure requirement in the Florida Building Code 2004 for soffits. I trust that this information is sufficient for your needs. If there are any questions about this, please contact me. Sincerely yours; Alien N. Reeves, P.E. Chief Engineer /% ✓e•Ly 2oDd- ANR:anr Cc: 05070005 W CD C- ��(,� O _O 70 . 0) U O c� '0 0 0 0 0 � � 0 N O IL E O ,� -0 O rn O " 1- CZ O CZ .� ��..^a VJ Q a z 0 W J 0 MR E .� CID > C>11 ® o 0L V 70 C ^�11 W W co ® W Q Z z 4 J lZ SHEET NO. PA 1.0, zo