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37624-37640 Aaralyn Rd
FINAL BOUNDARY SURVEY LOTS 31-40 BLAND PARK TOWNHOMES PASCO COUNTY, FLORIDA. 0 a 0 ry w V) PCP(P) 0 N A V TREE LEGEND: OAK = HOLLY = PALM = 2.3' X 3.2' n VERIZON _ :^,I BOX--\ r3 — - - ------' SN&D„ .,o `g9 .• LOT 29SIR I o c 3 U^ Y2" z rP V `e4 c W a 0 0 z LOT 30 J +: • 5' AARALYN ROAD — (24 R/W) 432.96' TRACT "C-1" — COMMON AREA FIR" D.C. JOHNSON E n n N h '-n wALK S 89'38'14" E (P&M) 141.00' SEC. 03 TWP. 26 S, RNG. 21 E. EARING BASIS: ORTHERLY BOUNDARY LINE, LOT 21 BEING S 89'38'14' E THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE A T Il�'�IL TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR 0 SHOWN. R DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. DESCRIPTION NOT CONTAINING PLAT BOOK AND v PAGE INDICATES THAT PLAT IS IN rn PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION. CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. W V �I mN ~ J PCP(P) 0 O N ro N 5' 0.6' COI CCURB - .2;:!-6 22.1IR a 4': R SIR ,12" 4k ��.. � 4 1., 4,: 1 _4- SIR 22.1' 1'211 �y , b 11:3, n $1f 1.4' 11' 3' 8.5' ` 8.5 COVERED COVERED COVERED I 14' COVERED ENTRY ENTRY ENTRY CONC ENTRY .. : WALK 3.0 LOT 31 (TYP) 3.0' ( ( ( ( I I I LOT 39 DRY n 6LASON_ RY A'rrACHED I I ID.CRR INSON II. 3.0' LOT 32 LOT 33 LOT 34 LOT35 LOT 36 LOT 31 LOT 36 LOT 40 3.0' OENTRRYO I I I I COVERED 3.4' 3.4• 5• •l 11.1' 23.0' 23:0' . 11.1' � 'o 0 0 0 0 0 •. :� 24.9' e - 59. I I I •e�. ga s' s.z': anD a 3' X 3' .• ... "o^ PMO : 5.2' :rn: C/S-A/C : ° b3 X 6' 8.0' . a. (�) lea' C/S-A/C - b o: TRIPLE I�• :°D .- c6: 3"OAK ' 27.00' 14.50' 14.50' 14.50' -.50' 14.50' t4.50' 27.00' SIR SIR FIR %' SIR )12" �`I SIR )¢" FIR %' SIR Nz" FIR %" D.C. JOHNSON O' NO ID D.C. JOHNSON N 89'38'14� W (P&M) 141.00' TRACT "C-1" -------------- COMMON AREA SIR J¢" !) . . F... i O v LOT 41 Coto a a o c N LOT 42 SIR )12" �OJ L. — — — — — — — — — — — — — — — — — — — UBLIC UTILITY EASEMENT (O.R.1642, PAGE 1620) GREEN HILLS ESTATES 2ND ADDITION (PLAT BOOK 9. PAGE 5) �1 DESCRIPTION: LOTS 31 THROUGH 40, MAP OR PLAT ENTITLED "EILAND PARK TOWNHOMES", AS RECORDED IN PLAT BOOK 60, PAGES 102 THROUGH 109, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. — PLAT BOUNDARY APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120235 0005 C EFFECTIVE DATE: 12/17/91 (Square Feet: 11985.00t I US HOME LEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, ¢ = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD &CAP No. 4493. SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, JOHN R. BEACH & ASSOCIATES, INC. Drawn By. RTM SURVEYORS AND MAPPERS Checked B 911 WEST ST. PETERSBURG DRIVE y. ONE OLDSMAR, FLORIDA 34677 JR8 WAY (813) 854-1276 FAX (813) B55-8370 Scale: 11 II 1" 30 { iI510 NOT VALID WITHOUT THE SIGNATURE AND Date of Survey. FINAL 1/14/2010 GH Q THE ORIGINAL RAISED SEAL OF A FLORIDA 140AN k BEACH DATE LICENSED SURVEYOR AND MAPPER LORIDA EC. LAND SURVEYOR No. 2984 LB#4493 LOWEST FLOOR ELEVATIONS: LIVING AREA: 90.25' GARAGE AREA: N/A ELEVATIONS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. MEAN SEA LEVEL= 00.00 FT. for and certified to: FORM BOARD TIE—IN 9/3/09 GH FOUNDATION UPDATE 9/16/09 GH FINAL BOUNDARY SURVEY LOTS 31-40 BLAND PARK TOWNHOMES PASCO COUNTY, FLORIDA. 0 Q 0 Of LLJ Ln PCP(P) < 0 N TREE LEGEND: OAK =R HOLLY = PALM = 2.3' X 3.2' VERIZON BOX SNdLD) �o LOT 29 a • m SIR J o_ 3 o a l�lJ d v o z LOT 30 J 0 h N AARALYN ROAD (24'R/W) 432.96' TRACT "C-1" COMMON AREA FIR' D.C. JOHNSON N a N S 89*38'14" E (P&M) 141.00' SEC. 03 TWP. 26 S, RNG. 21 E. BEARING BASIS: NORTHERLY BOUNDARY LINE, LOT 21 BEING S 89*38*14" E THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE n T ll�'01L TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR ,,g SHOWN. tl DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. � DESCRIPTION NOT CONTAINING PLAT BOOK AND v PAGE INDICATES THAT PLAT IS IN N PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION. CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. J Laz3 m N Lr.a � PCP(P) 0 O N 0 r� m N .f 7lr v) a. 0 A' r(Wr. 1`7IRA - F /9 2.: 6` SIR %Rg 22.1' y 'sb j •. R Y2 SIR )�"Jfj 4 4' 11: 3' •.. •� SIR )1 t" 4. �(,. 1 •• 4' 1,.. 4. jl'f 1.4' - 4' 11: S SIR )I- 22.1' l` `0`� 5 85. ` 8 5 COVERED ENTRY COVERED COVERED 14' COVERED ENTRY ENTRY CONC ENTRY .. WALK 3.0 LOT 31 I (TYP) 3.0' ( II I I I I I LOT 39 I. a 2 51 KKW WACHED ATOWINImmE8 I I FIR D.C. JOHNSON— 91.\—COVERED LOT 32 LOT 33 LOT 34 LOT35 LOT 36 LOT 37 LOT 38 LOT 40 3.0' I I I f I I I CENTRRY ENTRY 11.1' 3.4 4' 23.0' 3. 23:0' O 10 O O I O p O 6A F.. 24.9- I 5,9 I 24.8' eO 5.2': .ARO b 3, X 3 o PA7a0 •5.2' C/S_A/C : 3, .X 6' �� C/S—A/C 'p, ^ 8.0' p: (TYP) TRIPLE I�••°� f 3"OAK 27.00' I4.50' 14.50' 14.50S-VIt.50' 14.50' 1450' 27.00' tY SIR cn LOT 42 o�R '2 -- FIR 9h- SIR 1¢" aj SIR J¢" FIR %- SIR )2" FIR %' SIR Y2 r$ D.C. JOHNSON Van• NO ID D.C. JOHNSON 'o5 N 89'38'14' W (P&M) 141.00' TRACT "C-1" _ __—____ —COMMON AREA UBLIC UTILITY EASEMENT (O.R.1642, PAGE 1620) GREEN HILLS ESTATES 2ND ADDITION (PLAT BOOK 9. PAGE 5) l� �-12, A DESCRIPTION: LOTS 31 THROUGH 40, MAP OR PLAT ENTITLED "EILAND PARK TOWNHOMES", AS RECORDED IN PLAT BOOK 60, PAGES 102 THROUGH 109, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120235 0005 C EFFECTIVE DATE: 12/17/91 (Square Feet: 11985.00t I US HOME LEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, Q = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, JOHN R. BEACH & ASSOCIATES, INC. Drawn y. RTM SURVEYORS AND MAPPERS Checked By. 911 WEST ST. PETERSBURG DRIVE ONE OLDSMAR, FLORIDA 34677 JRB WAY (813) 854-1276 FAX (813) 855-8370 Scale: 1" = 30 1 (15 120 10 NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey. FINAL 1/14/2010 GH40 THE ORIGINAL RAISED SEAL OF A FLORIDA 49AN NBEACH DATE LICENSED SURVEYOR AND MAPPER FLORIDA—REG. LAND SURVEYOR No. 2984 LB#4493 L — PLAT BOUNDARY LOWEST FLOOR ELEVATIONS: LIVING AREA: 90.25' GARAGE AREA: N/A ELEVATIONS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. MEAN SEA LEVEL= 00.00 FT. for and certified to: Revisions: FORM BOARD TIE—IN 9 3 09 GH FOUNDATION UPDATE 9/16/09 GH SEC. 03 TWP. 26 S, RNG. 21 E. EARING BASIS: ORTHERLY BOUNDARY LINE, LOT 21 BEING S 89'38'14" E FINAL BOUNDARY SURVEY LOTS 31-40 BLAND PARK TOWNHOMES PASCO COUNTY, FLORIDA. a 0 It Li U) PCP(P) < 0 c�i ^ TREE LEGEND: OAK = <.� HOLLY = Q PALM = 2.3' X 3.2' VERIZON BOX , o LOT 29 in 00 J n. Z SIR �l o�� W a N O Z LOT 30 J AARALYN ROAD (24'R/W) 432.96' TRACT "C-1" — COMMON AREA FIR D.C. JOHNSON in in N in N NRO - C r X'C _WALK. " •S 8938'14" E (P&M) 141.00' THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE A T Ii��IL TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR 0 in SHOWN. If DO NOT SCALE THIS PRINT_ DIMENSIONS AND NOTES TAKE PREFERENCE. DESCRIPTION NOT CONTAINING PLAT BOOK AND v PAGE INDICATES THAT PLAT IS IN N PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION_ CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. W Z3 �I m N 0 0 N 0 in if] O. 16.5' 0.6' CONC CURB-E .2"Y6 .4,: R Xt SIR SIR �.. SIR SIR 22.1'IR �•, 1.:4, 22.1' Y 0 011:3'0 n 8 5 ` 854 COVERED ENTRY I COVERED ( COVERED I COVERED ENTRY ENTRY 4' CONC ENTRY WALK 3.0 LOT 31 (TYP) 3.0' I I I I I I LOT 39 I' m TOVVN1 rAm I I �D.CFI JOHNSON II. 3.0' • LOT 32 LOT 33 LOT 34 LOT35 LOT 36 LOT 31 LOT 38 LOT 40 3.0' COVERED I I I ( COVERED I g• 11.1' 3.4' 23.0' 3.4' 23'.0' ENTRY 1 r$ E -- L� 24.9' `o 15 i 9, I I p o I 24.8' $l 5.2' ATIO- o 3' X 3' - o nkH 15.2' C/S-A/C XA`C ri 8.0, n � . (TYP) `&�PC�S � R o; TRIPLE .- 3"OAK 27.00' 14.50' 14.50' 14.50' .50' 14.50' 14.50' 27.00' 41 SIR SR E' a ° LOT 41 00 3 — — 3�J � a a O vl LOT 42 L.. 2 D.CFJO'A SIR X2 p SIR T¢ NO ID SIR Xt FIR %- SIR Y2- -ra D.C. JOHNSON o5 N 89'38'14 W (P&M) 141.00' TRACT "C-1" COMMON AREA UBUC UTILITY EASEMENT (O.R.1642, PAGE 1620) GREEN HILLS ESTATES 2ND ADDITION (PLAT BOOK 9, PAGE 5) PLAT BOUNDARY DESCRIPTION: LOTS 31 THROUGH 40, MAP OR PLAT ENTITLED "EILAND PARK TOWNHOMES", AS RECORDED IN PLAT BOOK 60, PAGES 102 THROUGH 109, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120235 0005 C EFFECTIVE DATE: 12/17/91 ISquare Feet: 11985.00t I US HOME LEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, JOHN R. BEACH & ASSOCIATES, INC. Drawn By. RTM SURVEYORS AND MAPPERS Checked B 911 WEST ST. PETERSBURG DRIVE y ONE OLDSMAR, FLORIDA 34677 JRB WAY (813) 854-1276 FAX (813) 855-8370 Scale: 1"30' n NOT VALID WITHOUT THE SIGNATURE AND Date of Survey. FINAL 1/14/2010 GH of �t5 `0 THE ORIGINAL RAISED SEAL OF A FLORIDA 4014N BEACH DATE LICENSED SURVEYOR AND MAPPER ILORIDAREG. LAND SURVEYOR No. 2984 LBp4493 LOWEST FLOOR ELEVATIONS: LIVING AREA: 90.25' GARAGE AREA: N/A ELEVATIONS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. MEAN SEA LEVEL= 00.00 FT. and certified to: mi m ovMnu Ilc-Iry a/a/vy �n FOUNDATION UPDATE 9/16/09 GH L. v ABBREVIATIONS INDEX OF DRAWINGS ABV. ABOVE M.C. MEDICINE CABINET ARCHITECTURAL PLANS AIC AIR CONDITIONING MFR, MANUFACTURER A ADJ. ADJUSTABLE M MIN. MINIMUM ALT ALTERNATE MTD. MOUNTED SHEET NUMBER TITLE AMP. AMPERAGE MTL. METAL AIR AIR RETURN OA COVER SHEET BD. BOARD N.I.C. NOT IN CONTRACT BF BI-FOLD (DOOR) N N.T.S. NOT TO SCALE 1 A 214 A, B - ST. CROIX INDIVIDUAL UNIT FLOOR PLANS B BLDG BLDG BUILDING BLKG BLOCKING 01 OVER L E N N A RM BLK BLOCK (cMus) O.C. ON CENTER 1 B 214 C -SIESTA KEY INDIVIDUAL UNIT FLOOR PLANS BM BM BEAM 0 BP BI-PASS (DOOR) O.H.C. OVERHEAD CABINET BRG BEARING OPT. OPTIONAL 1 C 214 D - MARTINIQUE INDIVIDUAL UNIT FLOOR PLANS LENNAR TAM PA DIVISION O.S.A. OUTSIDE AIR 600 N. WESTSHORE BLVD. SUITE 500 c. CENTERLINE T- PROPERTY LINE 2.1 1st FLOOR MERGED PLAN CAB. CABINET P.B. PUSH BUTTON Tampa, FL 33609-1140 C CLG. CEILING P PED. PEDESTAL 2.2 2nd FLOOR MERGED PLAN 813-882-4663 CMU CONCRETE MASONRY UNIT PH. PHONE CONC. CONCRETE PLT. PLATE 3 FRONT & REAR ELEVATION PLAN CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR 4 SIDE ELEVATIONS & ROOF PLAN D. DRYER R. RISER DBL. DOUBLE RAD, RADIUS 5 ELECTRICAL SERVICE PLAN D D.G. DUAL GLAZED R R.A.G. RETURN AIR GRILL DIM. DIAMETER REF. REFRIGERATOR DIM. DIMENSION REF. REFERENCE 6A 214 A, B - ST. CROIX INDIVIDUAL UNIT ELECTRICAL PLANS DDISPOSAL REV. REVERSE DP.P. DEEP RM. ROOM bg 214 C - SIESTA KEY INDIVIDUAL UNIT ELECTRICAL PLANS DR. DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT RIS ROD & SHELF 6C 214 D - MARTINIQUE INDIVIDUAL UNIT ELECTRICAL PLANS DTL. DETAIL D.W. DISHWASHER EA. EACH S.C. SOLID CORE STRUCTURAL PLANS ELEV. ELEVATION S.D. SMOKE DETECTOR E EQ. EQUAL S SH SINGLE HUNG SN STRUCTURAL NOTES EXH. EXHAUST SH SHELVES EXT. EXTERIOR SHT. SHEET SHTHG. SHEATHING SN1 STRUCTURAL NOTES FAU FORCED AIR UNIT SHWR. SHOWER F.G.IFX. FIXED GLASS F.G. FUEL GAS SIM. SIMILAR S1.0 FOUNDATION PLAN ` MFIN. FINISH S.LT. SIDE LITE i t ' , SGD SLIDING GLASS DOOR FLR. FLOOR I I FLR LINE FLOOR LINE S VD STANDAA MERGE 1311 LOOR STRUCTURAL PLAN FLUOR. FLUORESCENT HEET VINYL { L ., �: i .I�� 1 I. , 1 I , I I `1 I _ r l I F.M.C. FLOOR MATERIAL TEMP. TEMPERED GLASS 51.2 MERGE 2nd FLOOR STRUCTURAL PLAN T= I - CHANGE I 1u ", I,, ` - f THK. THICK I I ill Ill � ` FR. DR. FRENCH DOOR RAMING PLAN E _ FTG. FOOTING T.O.C.T 0 C TOP OF CURB S2.1 FLOOR T.O.P. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB TYP TYPICAL GAR DIs . GARBAGE DISPOSAL S2.2 ROOF FRAMING PLAN G G.F.I. GROUND -FAULT CIRCUIT U.N.O. UNLESS NOTED OTHERWISE ip E U INTERRUPTER .. L - -- _ _. Lam_ , G.I. GALVANIZED IRON S3 STRUCTURAL DETAILS VLT. VAULTED f J GL. GLASS v GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF S4 STRUCTURAL DETAILS H.B. HOSE BIBB W. WASHER 13 0 H H.C. HOLLOW CORE Wi WITH S5 TRUSS BRACING DETAILS AND NOTES HDR. HEADER w W.C. WATER CLOSET O O O O o O O O O O O O O O HGT. OR HT. HEIGHT WD. WOOD INSUL. INSULATION WDW, WINDOW S6 TYPICAL 2-STORY SECTIONS & DETAILS 214 A - ST. CROIX 214 A - - - SIESTA KEY MARTINIQUE MARTINIQUE 214 D - ST. CROIX W.H. WATER HEATER 214 C -SIESTA KEY 214 D -MARTINIQUE 214 D 214 D -MARTINIQUE 214 C TNT. INTERIOR 214 B - ST. CROIX 214 B - ST. CROIX W.I. WROUGHT IRON LAM. LAMINATED W.I.C. WALK IN CLOSET STAIRS STAIR DETAILS LLAV. LAVATORY W.P. WEATHER PROOF LUM. LUMINOUS RD 1.0 CERTAIN TEED ROOFING & OFF RIDGE VENT DETAILS qe 4W AREA TABULATION RD 1.1 CERTAIN TEED ROOFING DETAILS . eqq (A aR Ugh"J4 DD1.0 MASONITE ou ; - g AU00 8t a ice elos,ra�t UO I'll avp uolME a 4 ,eta as ul vmeLpw IM ptl@ Sam Mc�t+1 ��� � � - �.�3H►a><nag amstr� q k�uom O IReA� �lewjeaqI 117A 3�luuo s.1vH *dv ~t, xe 1AXWe1�gjg M IOU S1 I�N�1 qqL G3M3IAS2I NP33S 3AVH (S)IN` Id G31- ITn1 nS MQ!Aal S!tg PWAP a4 ALLWORK SHALL COM L TIA D��G 1NO CODES, FL ANC 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. WD1.0 FLORIDA EXTRUDERS WINDOWS WD1.1 FLORIDA EXTRUDERS WINDOWS WD1.2 FLORIDA EXTRUDERS WINDOWS WD1.3 FLORIDA EXTRUDERS WINDOWS WD1.4 FLORIDA EXTRUDERS WINDOWS PREVAIL C CODE CODE,NATIONLLS ORDINANCES FW-1 FIREWALL m L/AN U r/=X t\ VV IN CITY OF ZEP DATE MASTER REVISIONS PA 1.0 FLORIDA PRODUCT APPROVAL NITREVIEW DP CITY OF ZEPHNERtLI. I/ C , Pt�Ns Ey I I 113 E DANSCO ENGINEERING, LLC j P.O. BOX 3400 Apollo Beach, Florida 33572 Phone:813.645.0166 Fax:813.645.9698 www.danscoengineeOng.com CA 25948 I � 0 o Lll z 0 in I ~ M j I o z a� LUI F-' u. Z Of co Z Lu E W W3~ 0 tO II I I I I� i i 5uj (, L � Z � Z � Cie 0 N I 0 ' Z t� 1 U J � j I LLJ TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE I (INCLUDING 2005 & 20D6SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, j EXPOSURE -C- ENCLOSED (INTERNAL I PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE --- REPRODUCED IN ANY MANNER WITHOUT WRITTEN 1 CONSENT FROM LENNAR CORPORATION. ® 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINTj PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIEM ON THIS PROJECT. ANY RFPROIXICIION OR UNAl1THORIZED USE IS PROHIBITED. REVISION: I DATE r DESCRIPTION I i VERSION NO. 1.00110.10.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, i P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E.# 1 667 5 ENGINEER SEAL: 1 E 17 2009 SHEET TITLE: COVER SHEET SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 j DRAWN BY: DZ REVIEWED BY: TH OA I 0i h„ H m 1q" O N � I Ij M •�-4 u� i i i i � z i _ ' MINIMUM HEADROOM OR (2) u SLOPED PLANE � UJIADJOINING TREAD NOSING a FROM FLOOR 1Q / SURFACE OF LANDING i FOR SI: I INCH = 25.4 mm, I FOOT = 304.E mm. t-I I N I i„ IJ, o 11-4E AD R00M w FOR 51. 1 INCH = 25.4 mm. CONVENTIONAL 5TT41 RUJ,4'1' EACH FLIGUT REGULATED ON ITS 0114 DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR SI: 1 INCH = 25.4 mm, STAIR TOLERr4NCE5 6'4M.0. aco� P3AD ' PATIO r I REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0" 6'-1112' 1 L 9'-41/4' 4'-II' IV-6 3/4' t2nd FF. 2* CON 2x6 P.T. LEDGER ? S I O/C W/ U>XAP W/ 1/4'0 x 2 3/4' n I HANGER TAPCONS 6 I6' O/CERS s 11/2' EACH PLUSER s 13/4' 'HALF EADS s 9.15'EACH WALL W/ Ix6�f WOOD CAP (�ITOTAL HEW = 9 -4 3/4 6' STAIR PAGE FOR 2 RISERS 4.1 TREAD -- HANDRAIL INFO) 1XIstFF. GREATER THAN 24' 4 NOT TO EXCEED 25' 1 (2)1 I!1' + 9 3/4' =14 3/4' LANDINGNOT TO INCLUDE I' NOSING. STAIR DETAIL - 214 A, B - ST. CROIX SCALE: 1/4' = 1'-0' REFER TO SHEET 'STAIR' FOR INFORMATION NOT SHOUN IT-10 1/2' -iw 3'-II 1/2' B 1A I LANDINCs f L I VINO ROOM UP Cl) La KNE II WALL n m 14'-2' I 3'-8 1/2' r DRAIN PAR--, r DRAIN TO '^ OUT SIDE OF r 1'-4' I'-8' 2'-10' '-0' 10'-4' v� - LNIT. (SEE WN 51.0 FOR LAYOUT)ti b+�0 T.P. 1/2 BATH b 'PRE58URE I BELIE O `r FOYER Jill TIL C O 3'-10, T. V-41/2' M o It e% r I IXwa K, w 1 4'-81/2T-111/2' I 12' x 12' I ON.C. 1'-I11/2 I 1/2 WALL s 39 1/2' W/COUNTER ABOVE ,@ 42, AF3=. 16' WIDTH COUNTER ABOVE. to 42' KNEE WALL N B. W/ I' x 6' WOOD CAP Ln Tn - T .n - J I al _ _ O O 3-0x6-8 I OPEN 1 0 FLAT HDR 10 N Va n �� _ — I I I I 11 `"KITCHEN N DINING ROOM IT-2 1/2' i o l'-5 I/2' 1 I O.HC. 2'- ' SEE DETAIL 'A' - FOR REAR UNIT' CONFIG. M 1 1/2 34 SW r (2) 25 SH CONC. PAD 6'-8' I0'-4' 4'-10' 21'-10' 1st FLOOR PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 1'-0' 5'-4' 1'-2' OPENING I'-6' Y-01/2' KITCHEN PASS-THRU - ST. CROIX SCALE:: 1/4' = 1'-0' R SI p IT-6 3/4' 9'-3 1/4' 2nd FLOOR PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 1'-0' WA.QwFR DOMESTIC WATER SUPPLY SCALE: N.TS. PLUMBING LEGEND ------------- = VENT LINE = SANITARY WASTE LINE = COLD WATER SUPPLY Nw—R„ = HOT WATER SUPPLY NOTE LICENSED PLl11MR TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. Bl W TO SE SYa1tM no J' VTR I ----+ — �_ =-�- I I 1 SANITARY WASTE RISER DIAGRAM SCALE: N.T.S. IN IEDANSCO ENGINEERING, U-C P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o o In uj !; 0 �N� z 6 v OJg10 aweMrr4 �o �M �nIre rn CL zgFn E� LLJz�12 w z CD j WLu U O U _ V) >Z <I O Z Y CieO Q <I < CL 1 V) U Z v) Q U G W TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRANANG ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. • 2DD&THESE DRAWINGS AND DESIGNS ARE THE JOIN PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION - VERSION NO. 1.00110.10.071 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: 4F )1 'ibos SHEET TITLE: INDIVIDUAL UNIT 214 A,B - ST. CROIX SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH M I Iloo- L cc C C 1 W. Y, lA u� i /Xw HEADROOM OR (2) 9 SLOPED PLANE ADJOINING: TREAD NOSING FROM FLOOR a SURFACE OF LANDING i FOR 51. 1 INCH = 25.4 mm, I FOOT = 3042 mm. 1„1I N 11„I1 *l HEADROOM n FOR SI: 1 INCH = 25A mm. CONVENTIONAL 5T,4l fRW,4i' EACH FLI6NT REGULATED ON 1T5 QUA DIFFERENCE BETWEEN GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR SI: 1 INCH = 25.4 mm. ST,41R TOLER4NCE5 14 RISERS s 11/2' EACH PLUS I RISER a 13/4' 14 TREADS 5 9 3/4' EACH TOTAL HEIGHT = 9'-4 3/4' r -(3) 2x12 5YP1`1 SPACED EVENLY V CONTRUCTION ADHESIVE PL200 4 2-Ibd TOE NAILS AT EACH END �-42'WALF WALL W/ Ixb I WOOD CAP (SEE STAIR PAGE FOR HANDRAIL INFO.) 1�a tt -� STAIR DETAIL - 214 C - SIESTA KEY SCALE: 1/4' = 1'-0' REFER TO SHEET'STAIR' FOR INFORMATION NOT SHOWN 4'-0' 2'-6' OPENING Y-III/2' I OVERHEAD CABINETS I II I II _ I II II N K, II II KITCHEN II 11 KITCHEN PASS-THRU - SIESTA KEY SCALE : 1/4' = 1'-0' `1 Q 3'-0' 10'-6' CONC. PAD 2x4 WALL COVERED PATIO 5TOR -0' 3'-10, 5'-4' M. O. H.B 5-0x6-8 SGD p I SINK I W/ DISP _ N KITCHEN , o I REF. N L_ - - - - - OH.C. !J1 U 4'-0' 2'-6' = 3'-8' 4'-4' I 1/2 WALL 6 39 1/2' W/COUNTER 1a ABOVE is 42' AFF. 16' WIDTH COUNTER ABOVE. N - I DINING ROOM N I - -4 1 /2' 3'-11 5/8' DRAIN PAN, I DRAIN TO OUT 4' ARCH, I SIDE OF UNIT, SPRING 6'-8' (SEE 61.0 FOR ED. TO 1'-4' ..LAXIOUT4 - - - - T.B. UNDER I/2 BATH I STARS > O � TILEyCF 51/2 - -r� ca T.F. � 2'-1 1/2, S' �- 4' ARCH, I ROE LIESPRING b'-8' LANDING UP TO 1'-4' A 1B � 5'-9 I/4' 5'-0 3/4' HALF WALL I I � �r e I LIVING ROOM <r I I N I I u 25 SHEGRESSENTRY LEOT(2) Ilk I I 25 SH EGRESS N 4'-3' 3'-0' 2'-8' 1 st FLOOR PLAN - 214 C - SIESTA KEY SCALE : 1/4' = 1'-0' 14'-6' (2) 25 544 * EGRESS I I I � I I BEDROOM is � I I I 2-6x(o-8 N I e STUDY II II w N I Ilz Q DRYER VENT I I O (SEE NOTES) I I a HANSEN I I `D u 2'-91/2' 5'-10' BOX 1'-11, I I 3'-111/2' A/C CHASE I�D M DRYER M 5-0x6-8 BF i7 N a BATH M W m 48' BASE TILE CPT. LEd J I � O �- VANITY O s I $ W.G. L m a T T.P. ® M.C. I UAL LANDING DC UN v "T c" 3'-6' 3' 10' Y-2 1/2' 3'-11 112' `^ A/R I I U N LANDING I I Q X I I > I I N _ ' BASE o ® VANITY ~ M.C. 2-6x6-8 e US V m I m tuTILE a M. BATH `� e $N 10'-61/2' �o N Zt Gr I A/C CHASE � I N I I i MASTER SUITE I AI > I I I X 2'- 112II'-II1/2' e I I I I I I I I 24/5 SH � I ON I 25 SA * EGRESS -v v I Y-0' 2nd FLOOR PLAN - 214 C - SIESTA KEY SCALE : 1/4' = 1'-0' i WASHER r� TUB R, J WC's LAV. 112' I 1 /2' TUB LAV.No / I / WC H.W.H,I `117 z KIT. LAV. T I� 10 sh WC TO ' WATER SERVICE DOMESTIC WATER SUPPLY SCALE: KT,S. PLUMBING LEGEND = VENT LINE = SANITARY WASTE LINE = COLD WATER SUPPLY Hdw= NOT WATER SUPPLY NOTE LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. SANITARY WASTE RISER DIAGRAM SCALE: KTA FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL 2. DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERFFI' ALL NOTES, DIMENSIONS, AND ApHERENCE 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 COMCTION BEFOSE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL FLANS 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 DUELLING UNIT 4 GARAGE UNIT TO BE EMPTIED W1 PORTABLE FITS EXTINGUISHER IN ACCORDANCE W/ NFPA10 5. DRYER VENT NOTE: INSTALL BOOSTER FAN IN THE ATTIC TO ACCOMMODATE THE EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION M15013 FRC. LOCATE SO AS TO BE ACCESSIBLE. DIMEN510N CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 6' NOMINAL BLOCK 31/2' FRAME WALL UNA. AREA TABULATION UNIT SIESTA KEY Ist FLOOR LIVING 154 SF. 2nd FLOOR LIVING 1T1 S.F. TOTAL LIVING 1531 SF. ENTRY 45 S.F. COVERED PATIO (09 S.F. STORAGE 18 S.F. TOTAL. SQ. FT. 1663 5F. I DANSCO ENGINEERING, LLC i P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948--- - _.. - - 0 Ln W z� r' � M om.j� ZO< CID Z�0�M Q� �Go zLu E WLU J z i r� <Lu U L C/) O U p Q z U Q U J � I LL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 8 20D6 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, ! EXPOSURE 'CENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTIJRAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP,-THIS PLAN MAY NOT BE ! REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 20OB•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USES PROHIBIT®. REVISION: DATE -DESCRIPTION VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 {� THUY H. HUYNH, Ij- P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I ! i I 172009 SHEET TITLE: INDIVIDUAL UNIT 214 C - SIESTA KEY SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH I--- B J H D m i i � z i MINIMUM C0 HEADROOM OR (2) u SLOPED PLANE ADJOINING TREAD NOSING: n) FROM FLOOR a SURFACE OF 1= LANDING FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.8 mm. 11INI1lUl„I �4EADR00M n FOR SI: I INCH = 25.4 mm. CONVENTIONAL 5T,A 1 RWA1' EACH FLIGHT IREGULATED ON ITS OWN GFEATEST SMALLEST DIFFERENCE BETWEEN N GREATEST AND SMALLEST TREAD DEPTH WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. DIFFERENCE BETWEEN HIGHEST AND LOWEST RISERS WITHIN A FLIGHT OF STAIRS IS LIMITED TO 3/8'. FOR 51: 1 INCH = 25.4 mm. 5T,AIR TOL.ER4NCE& 1 61-9. 9' I 3'-3' 3'-6' 3/4' PLYWOOD OVER 2xb FRAMING WK2)10d HVAC 42 HALF is EA END. WALL W/ I x b I WOOD CAP TOP OF A/C PLATFORM I M I 2nd FF. r_ I r GIRDER I BEYOND FRAMED KNEEWALL TO SUPPORT A/C i 1 PLATEFORM (SHOWN DASHED) 1 \LANDING 2 RISERS + I TREAD = � � � 4-i LANDIWj GREATER THAN 24' 4 NOT TO EXCEED 25' g r 1 I (2)11/2' + 9 3/4' = 24 3/4' W 2x12 P.T. W/ 1/4' x NOT TO INCLUDE I' NOSING. = 2 3/4' TAPCONS AT VV O.C. ALF 14 RISERS is 1/2'EACH PLUS I RISER 9 13/4' "' j 42' WALL W/ I x 6 H (3) 2 x 12 SYK WA 14 TREADS v 9.15' EACH I SPACE EVENLY W/ TOTAL HEIGHT -- V-4 3/4' Wool) FF. / Wool) GAP j_ CONSTRUCTION T-3 3/4' 3'-6' ADHESIVE PL200 t 2- Ibd TOE NAILS 10'-9 3/4' AT EACH END STAIR DETAIL - 214 D - MARTINIQUE SCALE: 1/4' = 1'-0' REFER TO SHEET'STAIR' FOR INFORMATION NOT SHOWN 5'-2' 1'-8' OPENING 3' 8' OVERHEAD `r Fl ----- ----- CABINETS -------- —====� I II ----------�I II I II II � II II II II KITCHEN II II KITCHEN PASS-THRU - MARTINIQUE SCALE'.: 1/4' = 1'-0' 14'-(o' Y-0' CONC. PAD IF(ZT ------------------ - I I COVER PATIO STOR I C- I 6-0x6-8 SGD H.B. I L 2'-S 1/2' 2'-8 1/2'- 6'-4' M.O. 2'-9' 14'-6' 1'-3. (2) 25 SH * EGRESS BEDROOM 2 II'-9 1/2' I I I I a 6140M LIVING ROOM I I N I DRYER VENT I (SEE NOTES) 6'-3 1/2' 4'-6 1/2' PED. SINK 4' ARCH, W.G. SPRING 6'-8' y I TP' DRYER TO l'-4' CPT TILE HANSEN 0 C BOX- 1/2 BATH iASHER_@ ----� T.B. 4' ARCH, A SPRING fo'-8' UP I I ;il WHI ';; �c N L 4'-101/2'� I e HALF PRESSU DRAIN PAN, I WALL RELIEF DRAIN TO OUT SIDE OF UNIT, DINING ROOM (SEE SID LAYOUT) I I/2 WALL is 39 I/2' W/GOUNTE ABOVE 0 42' AFF. B — 16' WIDTH COUNTER ABOVE. 1B 4'-0' 10'-6 REF. 0 - Iz KITCHEN CPT. I. TILE I I BRKFST Oxb-8 11 OPENINGLILL I I FLAT HEADER — — SINK W/ DISP i ZIP D.W.ZLI U Z i� 33 SH ENTRY m FOYER �' 25 SH 16'XI6'44' HIGH SQUARE 3'-1' 4'-8' 4'-2' COLUMN BASE W/ 12' ROUND 8'-10' PILASTER 1 st FLOOR PLAN - 214 D - MARTINIQUE SCALE : 1/4' = 1'-0' ABOVE. 1'-3' 5'-6 1/2, UV O rn VANITY BATH m 1 a I TB T— I II Lu Lu I DNA i IT z w FLEX SPACE FIELD I I I� z 122 X36 1 119 L MIN. -i I I I I 4'-10 3/4' ON N I 5'-111/4' 1 I HALF DO INLANDING M n` 3'-0 I/2 WALL 3'-4' I 4'- I/2 — A/R HVAC - - - A A/H 1c � � LANDING 6, 2-bxb- T pC 0 M.C. AV W.0 � - N L I CPT TI E 48' BASE `� O I Ln VANITY -.::3 1 a M. BATH T B. w P10 I 6-0x6-8 BF "' V-2 1/2' -1 1/2' A/C CHASE m r I MASTER SUITE Cf, e � I I 24/5 SH *EGRESS T-1' 3'-1' T-ll' 5'-11, 5'-8' 8'-10, 2nd FLOOR PLAN - 214 D - MARTINIQUE SCALE -. 1/4' = 1'-0' LAV. �1 I ' TUB WCt I I 7LAV. -1:11 I ' TUB 112" /�' �' LAV. WCt v WASHER i I WCt KIT. H.W.H. 1/2 1/2'�s , I TO WATER SERVICE DOMESTIC WATER SUPPLY SCALE: N.T.S. PLUMBING LEGEND ------------- = VENT LINE: = SANITARY WASTE: LINE = COLD WATER SUPPLY = HOT WATER SUPPLY NOTE. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. J' i�4" VTR I I I I �1_ o• VTR I 1 1 I I I I �.� 2' I 1 L 3 I I i 4"' J I TUB 2" I , I 2 I ^ W 3' i Co l� �l KIT. I 4 WASH BUILDING CO " WALL 2" TO 4• SEWER I SYSTEM SANITARY WASTE RISER DIAGRAM SCALE: KTA FLOOR PLAN NOTES I. WALL DIMENSIONS ARE FROM OUTSIDE FACE OF BLOCK WALL TO INSIDE FACE OF INTERIOR WALL. 2. DETERMINE THE LOCATION OF PARTITIONS NOT DM34SIONED BY THEIR RELATION TO COLUMN FACE OR CENTER WINDOW JAMB OR OTHER SIMILAR FIXED ITEM. I. EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. ALL INTERIOR ANGLED WALLS ARE AT 45• U. N. 0. 3. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL FLANS 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 DE5I6NER SRALL NOT BE HELD RESPONSIBLE. 4. EACH DWELLING UNIT 4 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 EXCESS LENGTH OF THE DRYER VENT TO COMPLY WITH SECTION MI5013 FRC. LOCATE SO AS TO BE ACCESSIBLE. DIMENSION CONVENTION OVERALL 4 EXTERIOR OPENING DIMENSION FROM OUTSIDE OF BLOCK OUTSIDE FACE OF 8' NOMINAL BLOCK 31/2' FRAME WALL UNA. AREA TABULATION UNIT MARTINIQUE Ist FLOOR LIVING 154 S.F. 2nd FLOOR LIVING 1i1 S.F. TOTAL LIVING 1531 S.F. ENTRY 45 SF, COVERED PATIO 69 SF. STORAGE IS SF. TOTAL SQ. FT. 1663 S.F. ,I)E DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 I O Ln H j Z , _, 0 Z N Qm M z O �MLV aE z oL Z w E Lu E- W -� Z J i I j to W U O U Z C;) I ~- 1 OZ� i � OCL I Q � ! Z C/) I J C7) Lu i TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN 6 VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, 0 2008 LENNAR CORP.-THIS PLAN MAY NOT BE j REPRODUCED IN ANY MANNER WITHOUT WRTRB+ CONSENT FROM LENNAR CORPORATION. 6 2MM&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. -1.00 /10.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, / P.E. #60122 I j IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I FEB 20 9 SHEET TITLE: INDIVIDUAL UNIT 214 D - MARTINIQUE SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH I i i H Q m O N 1 LO 1 M '•--1 Y 1 V-4 ryvva�y�q ��rrar.� , � • P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoenginee6ng.com CA 25948 o Ln Lu �EnV- 5 r1 z am'T Zr QCLWM� = tpLa M ECO W W J3:l- Z O t0 v H H m TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2DO5 & 2DD6 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2W8 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2W8-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: DAT�DESCRIPTION - I - ------------ I VERSION NO. 1.00110.10.07 SAMUEL A. GREENBERG, P.E. #34245 [� THUY H. HUYNH, / P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: SHEET TITLE: 1 st FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 2,01 !IL L ill■IWI�WiLIIRYIuiILIL�WIIO■1lLI1l�L1�L1YlLdiiflilL _Y1:, ►��..,-- -- �Lil■OLI■IS1101■@. _ _:. e� .. _.. i, . ;.. : di.1 .Wl.1 . ..I : _4.. Il l: - a- 1- - L.1:.L 1_ lu< 11L. 1..111. �i:1W1l+IWik�d!➢6LLL�F 1 1mi lyllh�el�a . _,.. 1.�. e.� . IWi1 .illrl... 11 L.,.. —L. LlllrlillYL&LM ._�„ib1i.IL! 4= IaL1 s.LLW i I 131EDANSCO j ENGINEERING, LLC! P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o Ln w O�� to tn .~ pQ�M zQm%0q- aujMm �0u'- Z Ce E < Go Z E W W 31- z JCD w U :�j v) O U _ V) z 0 z � �oC, Q C ' to C Z V) Q� J U w `" Im TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAIJD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION i OF THIS DRAWING ONLY. f/7A08 LENNAR CORP: THIS PLAN MAY NOT BE - -- - REPRODUCED IN ANY MANNER WUHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 112DDB-THESE DRAWINGS AND DESIZ RETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE TDESCRIPTION i I VERSION NO. 1.00110.10.07 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: SHEET TITLE: 2nd FLOOR MERGED PLAN SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 I DRAWN BY: DZ REVIEWED BY: TH H H m -- �q �1 11411AF' 1 I I I I'll II+^ I'ili i, II I I I P 111 11 1 !i � r' '111'1 1 11L iWl1 U1, , it Ill i �IYp llflfYYY � e�illWilWl�W�ILw ,I iJ. J `I :.L ,.. �, yy m 16' x 16' x 24' TALL - SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 16' x 16' x 24' TALL - SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. OFF RIDGE - VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX OFF RIDGE - VENT (TYP.) TRUSSES a SHED ROOF. 214 C - S I ESTA KEY I / 2 33 SH 5068 5G.D. TEMP STONE (TYP.) SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 214 D - MARTINIQUE ( A,?-*U—Ir.W 214 D - MARTINIQUE WEEP SCREED INFO. 214 D - MARTINIQUE FRONT ELEVATION SCALE:: 3/16' = 1'-0' OFF RIDGE - VENT (TYP-) SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. 214 D - MARTINIQUE STONE (TYP.) 214 C - SIESTA KEY --OFF RIDGE VENT (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX "' Lu z w � Lu 0 �_ u- Do � �z z (n � z — ;t ,_ Lu U 6l T 0 �' o� 0 u- MAIN FF. --16' x 16' x 24' TALL SQ. COLUMN BASE W/ IV ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT - OFF RIDGE VENT (TYP.) STONE (TYP.) STONE (TYP.) 214 A - ST. CROIX 214 B - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE REAR ELEVATION SCALE:: 3/16' = 1'-0' 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX 16' x I6' x 24' TALL SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. NOTE: ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT ,1 1 DANSCO IE ENGINEERING, LLC I P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o Ln w 0 17, mm� Q�M CA Z O_j00tO Qmn rI � uj rn =JOD H � en �p Op Z t a OD ZILL,E wz z J o G0 .--. w U v) 0 U _ v) Z v) 0 Z � 0 Q � < CL 1 � U Z v) j J U V TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 1 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6 SUPPLEMENTS), SECTION R301 FOR 117.7 MPN , 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTIRAL PORTION OF THIS DRAWING ONLY. ® 2W6 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROH IWED. REVISION: DATE DESCRIPTION -- -- -- VERSION NO. 1.00110.10.07 i SAMUEL A. GREENBERG, P.E. #34245 rgo THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: i I� FE 7 200� SHEET TITLE: FRONT & REAR ELEVATIONS SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 1 I DRAWN BY: DZ REVIEWED BY: TH 3 I 214 A _ ST. CROIX 214 B ST. CROIX NOT : ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR 1'-4' OVERHANG IN FRONT ul � u Q Z T.O.B. 4 `r 2nd FF_ "` MAIN FF. ROOF VENT SCHEDULE I!'i' N'i' 11'-IG7' 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 B - ST. CROIX 12 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY :;. Lu 12 Lu rn = 5� STONE (TYP-) OFF RIDGE VENT (TYP.) 12 50. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. ROOF PLAN SCALE : 1/8' = 1'-0' INFO. 3 LEFT ELEVATION SCALE : 3/16' = I'-0' 'wroo \— 16' x 16' x 24' TALL DECORATIVE SQ. COLUMN BASE STONE (TYP.) W/ 12' ROUND PILASTER ABOVE. T.O$_ _ 2nd FF. _ 16' x 16' x 24' TALL '�Vrov 50. COLUMN BASE DECORATIVE cl W/ 12' ROUND STONE (TYR.) PILASTER ABOVE. _ rn T.O.B. _ 2nd FF. MAIN FF. NOTE - ALL TRIM / BANDING TO BE CUT / SCORED DECORATIVE FINISH. 1'-0' OVERHANG IN SIDES AND REAR I'-4' OVERHANG IN FRONT OFF RIDGE VENT (TYP.) 12 INFO, SQ. COLUMN BASE W/ 12' ROUND PILASTER ABOVE. � SIGHT ELEVATION STONE (TYP.) L- Lu u 0 e 0 Lu O Q T.O B. —2nd FF. - v c�\\\12 m 7 0 w — �pU �Lu �z Lu O o MAIN FF. 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 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineering.com CA 25948 I I O Ln 00 iN'-I zM aWr4 o�M z LL �o , E w z>F- Z i J I I w U :�i V) O U Z j 4z� � 0 Q�� I CL Z v, Q UJ w V' TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ---_ - - I ® 2D08 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. •200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LUC AND THE CLEM ON THIS PROJECT. ANY REPRODUCTION OR RI UNAURTOI ED USE IS PROHIBITED. - -- -- REVISION: DATE DESCRIPTION VERSION NO. 1.00 /10.10.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, r P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: --FG 17 Z009 SHEET TITLE: ROOF PLAN SIDE ELEVATIONS SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 4 0, ru --Plmil"ff r DIAGRAM BELOW (5EE ELEC. RISER METER BAWJ METAL COLD WATER PIPE 214 A - ST. CROIX 214 B - ST. CROIX O ® 400a, M.CB. O 120/240V IP NEMA 3R tsA 32KAIC 2/0 CU BARE THRU-CUT 51.1)' 5/8' x 10' STEEL CU CND RODS s s CAL 1 1 (2) 3' PVC WITH (3) 1 350 MCM AL CONDUCTORS EA I I 214 C - SIESTA KEY 1-1/2" PVC WITH (3) • 2 AWfs CU CONDUCTORS (U �, Alta GND (M TO UNIT PNLS) O 1120/MLA. 120/140v ® IF, 3W I O 24CK T, OTYPICAL FOR ALL ® UNIT6 10 UNIT RISER DIAGRAM (TYP.oFTWoLocATIONSN ) SCALE : N.T.S. 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE ELECTRICAL SERVICE PLAN SCALE : 3/16' = 1'-0' 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX DANSCO IDE ENGINEERING, LLC P.O. BOX 3400 I Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 i pp O Ln W 0 m v Z Qm� M Z H0-uj rn �N�Go Z � E WZ� J Z m C Lu U ::E v) 0 U z ) 3 im- O Z O fie C ' Z cU i Q 6 m THIS DRAWING AND DESIGN S VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGN® AND SEALED. SIGNED AND SEALED FOR THE SIRUCRIRAL PORTION OF THIS DRAWING ONLY. 120M LENNAR CORP.-THIS PLAN MAY NOT BE - REPRODUCED IN ANY MANNER WRHa1T WRITTEN CONSENT FROM LENNAR CORPORATION. 1200&THE SE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING-, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE S PRONRIO®. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SHEET TITLE: ELECTRICAL SERVICE PLAN SHEET INFORMATION:' JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH J H m O N I N LO I O M .-a LO CKT! ELECTRICAL PANEL SCHEDULE PER UNIT- 125 AMP 24 CKT. DESCRIPTION DESCRIPTION DESCRIPTION 3 I DRYER 10 30A 2 RANGE / OVEN 3 CONDENSOR WIT MASTER SUITE D — BEDROOM/SMOKE '� p b-1LIl DETECTOR J�ILiI DISHWASHER BATHROOM �z p CAN \ KI�TC6 / m O�UI m AF10E / O KITCHEN Qz p 5 2 WATER T HEATER I 9 AIR HANDLER / HEAT STRIP I II I� M REFRIGERATOR I p 20A I 1 11 MICROWAVE OVEN p 20A J23 PANELBOARD NOTES: Q DEDECATED AM. CIRMT zQ DEDECATED 01 CIRCUIT CLOTHES DINING ROOM lst FLOOR LU45 my r0r�l LIVING ROOM 2nd FLOOR L64TS 0 5 Q FEAT 6TRIP CKT! U 2 6 50A 1 4 10 30A 1 6 8 Q 10 30A 1 I0 a 12 20A 1 14 12 20A 1 16 Q 5A 1 5 12 5A 1 20 2 5A 1 21 15A I 1 124 RESIDENTIAL LOAD CALCULATION 214 A, 5 - ST. CROIX Genera UgRing 1311 3 4113 Laundry Circuuit I 500 I" Small Appliance Circuits 2 WO 30M Total Small Appliance 4 General Lighting 8613 RANGE I 8000 8000 Dryer 1 5000 5000 Special Circuit 0 0 0 130M Fixed Appliances Water Heaters Dishwasher Disposal TOTAL GENERAL DEMAND FIRST 10 KVA OF GENERAL LOAD is W. REMAINDER OF GENERAL LOAD 0 40% 5 kVA OF HEAT s 40% 1 45M 45M 1 1200 1200 1 160 160 6460 260130 VA 10MOD VA 12292 VA 2000D VA TOTAL 19229D VA 19229 divided by 240 equals 80 Demand Amps ELEC. METER BANK (SEE PG 5 SERVICE PLAN FOR LOCATION) lst ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 1'-0' 6-Oxb-8 SIX 3 -600D 6'41`1. 0. 18 8�y P3AID PATIO ,REAR UNIT ONLY, REAR UNIT CONFIG. - ST. CROIX SCALE: 1/4' = 1'-0' 2nd ELECTRICAL PLAN - 214 A,B - ST. CROIX SCALE : 1/4' = 1'-0' In IV DANSCO� ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.donscoengineedng.com CA 25948 � o i L W 0�� Q U) o� z Qm v- M Kf N i'— 0 LL Z Cie 4 a N 900 Z W J3~ Z o V) oo--.% LL U V) O U V) Z 3 OZ� � 1 O Q C � I Z ci Q U � `=� w THIS DRAWING AND DESIGN S VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SnWCRIRAL PORTION OF THIS DRAWIVGONLY. • 2008 LENNAR CORP.-THIS PLAN MAY NOT 9E REPRODUCED IN ANY MANNER WITHM WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2OWTHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHBT®. REVISION: DATE DESCRIPTION VERSION NO. 1.00110.10.07 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 214 A,B - ST. CROIX SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 6A J D m 0 0 N I LO I 0 M V--1 Lr) 'L-ALL- Jl,.-a L _ �1 _ _ -,uN& -'i It a: l ,_1 - it &1- 4 IL ii ik 11 b CKT! ELECTRICAL PANEL SCHEDULE 0 PER UNIT— 125 AMP 24 CKT. w9 DE5CRIPTION DE5CRIPTION 3 I DRYER 10 30A 2 RANGE / OAN 3 COOK" UNIT MASTER SUITE +Q a — BEDROOM / SMOKE Q 12 DETECTOR JLILaI DISHWASHER I2 BATHROOM 0 p Cv1 KIT041N / CU MAW*a O p OUTSIDE OUTLETS KITCHEN Q p REFRIGERATOR 12 MICROWAVE OVEN p PANELBOARD NOTES: Q DWECATED AF.Q. CREW Qz DEDECATED C%N. CIRWIT 5 2 WATER NEATER r B 21 23 CKT! 2 6 50A 2 ■" 10 LA 12 H ■" m AIR HANDLER / O 10 30A 2 HEAT STRIP CLOTHES WASHER p 120A I 1 4 DINING: ROOM p 120A 1 16 Ist FLOOR p 6A 1 IB LIGHTS DISPOSAL p 15A I 20 LIVING ROOM a 15A 1 22 2nd FLOOR LIGHTS I I p gA I 24 5 0 NEAT STRIP RE5IDENTIAL LOAD CALCULATION 214 C - 51E5TA KEY General Lighting 1531 3 45W Laundry Circuit 1 15M 1500 Small Appliance Circuits 2 1500 3000 Total Small Appliance 4 General Lighting W93 RANGE I 8000 mm Dryer 1 5000 5000 Special Circuit 0 0 13000 Fixed Appliances Water Heaters I 45W 45W DishuaOff 1 12M 12M Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 28,%3D VA FIRST 10 KVA OF GENERAL LOAD is W. IOOW.0 VA REMAINDER OF GENERAL LOAD 6 40% 1,4212 VA 5 kVA OF HEAT 640% 2X0.0 VA TOTAL 19,421.0 VA 19,421 divided N 240 equals 81 Demand Amps LIVING ROOM 1 st ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE - 1/4' = 1'-0' 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE : 1/4' = 1'-0' DANSCO �IDE ENGINEERING, tLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoenginee6ng.com CA 25948 i O In W 0 L N R in � S z ZQ O LL, °D {- _ gyHpp` M Z Uj w W3 J Z I i 0---% <) L � 0 U Z O Z �z p Q � U Z v, Q' U � THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. • 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2008•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINE911YG, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION i ( VERSION NO. 1.00 /10.10.07 SHEET TITLE: IND. UNIT ELECTRICAL PLANS 214 C - SIESTA KEY SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ REVIEWED BY: TH 6B H H m 0 0 N 0 M .- 4 L0 1wL_ , � - l_ L. _ -- _ . -- - - - - --i---1u -- - it, � 1_ ,u _ 1 -11' -- GKT! ELECTRICAL PANEL SCHEDULE PER UNIT- 125 AMP 24 CKT. DESCRIPTION $ DESCRIPTION 3 I DRYER 10 30A 2 RANGE/OVEN 3 l CONDENSOR WIT 10 C� MASTER SUITE +Q 0 8EDR00M/SMOKE p DETECTOR 11__I__Il DISNWASEER p BATHROOM Q p c� N� KITCHEN Q a REFRIGERATOR p MICROWAVE OVEN p PANELBOARp NOTES: 0 N DECATM ARCI CUaCUIT Q DEDECATED GF.I. CIRCUIT 5 2 1 I 9 I II I B I 5 I rT 1 5 I 21 23 CKT! CD 6 50A 2 ■0 6 (HATER 10 30A 2 HEATER 8 m AIR HANDLER / O 10 30A 2 NEAT STRIP p CLOTHES WASHER 12 20A 1 14 DINING ROOM O 20A 1 16 Ist FLOOR O 6A 1 IS LIGHTS DISPOSAL p �15A 1 20 LIVING ROOM @ SA 1 22 2nd FLOOR LIGHTS p 6A 1 24 Q 5 IOU FEAT STRIP RESIDENTIAL LOAD CALCULATION 214 D - MARTINIQUE General Lighting 1531 3 4593 Laundry Circwit I 1500 1500 Small Appliance Circuits 2 1500 30M Total Small Appliance E Gawal Lighting ws RANGE I 8000 8000 Dryer 1 5000 5000 Special Circuit 0 0 130M Fixed Appliances Water Heaters 1 45M 45M Dishwasher 1 1200 1200 Disposal 1 160 160 6460 TOTAL GENERAL DEMAND 28,5530 VA FIRST 10 KVA OF GENER& LOAD s 100% 10MOD VA REMAINDER OF GENERAL LOAD 9 40% 1,4212 VA 5 kVA OF HEAT i 40% 2X0.0 VA TOTAL 19,421.0 VA 19129 divided N 240 equals W Demand hops 1 r+ M GrTDIt' A I DI A ICI _ 71 A n AA A DTli Ini IC SCALE - 1/4' = 1'-0' 2nd ELECTRICAL PLAN - 214 C - SIESTA KEY SCALE:: 1/4' = P-0' n IV DANSCO ENGINEERING, LLC P.O. BOX 3400 j Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 g W Q � �C1tM0 a co a rn N f Go Z W E W3IT J Z o w '►1T, Lu U G O U Z C;)5 3 � Z L o SzQ QCL < CA C) U Z cn Q ' U J `r' w 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. • 20B LENKAR CORP.-THIS PLAN MAY NOT RE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATIOK ® 2MB-THESE DRAWINGS AND DESIGNS ARE TTf JOINT PROPERTY OF DANSCO ENGINEEI* G, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION I VERSION NO. 1.00 /10.10.07 SHEET TITLE: IND. 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CONCRETE SEE GENERAL NOTES AND MIX REQUIREMENTS FOR PLACEMENT. is M WIDTH NOTE: SEE 'MIT' DETAIL 3 1I Dom! PLANS FOR 1/4' SCALE FOR �--i ALL DIMS. c'""�'-4ED CONCRETE FLOOR 1.4x1.4 WIRE MESH OR FIBER MESH IN MIX SAW CUT EXPANSION JOINT 5CALE: N.T.S. �DEDANSCoi ENGINEERING, IlC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineering.com CA 25948 I o In W I OJOtMp i z QmtD' M u J C.4 Z 0 a: OP Z - E WZ 3r Z I i w U O U Z v3 ~ I OZ� I II �0? 0 U Z Q w `� TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE 'C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18( WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. • 2MB LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIMOUf WI2ITIEN CONSENT FROM LENNAR CORPORATION. ® 2110&THESE DRAWINGS AND DESIGNS ARE THE JOINT i PROPERTY OF DANSCO ENGINEERING, LLC AND 1HE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - REVISION:) DATE DESCRIPTION - I _ VERSION NO. -1.00 /10.10.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I I j1 I I j FEB' 7 2009 - - SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S1.0 0 0�41 Q H m 0 N ^1 Y J 1 M ri IL WOOD BEAM SEE PLAN FOR CONK TO COLUMN rDL. 9 10'-4' _ AFF. (� COLUMN SPACER U 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX 214 B - ST. CROIX R RRICANE STRAP PER PLAN :. O TAL. • O 8'4 AFF. CMJ COLUMN FILLED W/ S5544 T. SEE PLAN FOR 51ZE C. (5QUARE COLUMN IUN) 1' X P.T. BASE SYSTEM FLOOR TRl15SES P.C. LINTEL PER PLAN 2X4 P.T. LEDGER W/I/4' DIA X 2 3/4' TAPCON5 6 8' 0/C. MASONRY WALL (3) 8d TOE NAILS MASONRY WALL 1/I6' O.SB FIRERATED OR REG. PER ROOF PLAN SEE ROOF NAILING SCNED. ON SHEET SNI ROOF TRUSSES is 24' O/C MAX. NTA20 OR EQUAL s a 1 st FLOOR STRUCTURAL PLAN SCALE : 3116' = I'-0' VAPOR BARRIER BEHIND GIRDER TRUSS PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ Y' x 2%' TAPCONS s S' O.C. INTO Ot U5P MP34 s EA. TRJ56 PRE -ENGINEERING TRU55 W/34' CANTIVELER MAX. (2) Ibd TOE N INTO GIRDER is EA TRUSS 1/16' 0,5.13. W/ 8d 6 S' O/C 4 CEILING DRYWALL ON TOP W/ 1-3/8' DRYWALL NAILS OR DRYWALL SCREWS a 1' 0/C. PRE-ENGINEERED GIRDER TRUSS BOTTOM CHORD W/Y' x 2%' TAPCONS 9 8' OL. INTO CM BEAM PER PLAN ENTRY ONLY. 1-3/4' OR 2-1/2' PLYWOOD OR 06B FILLED CELL W/ lU 5 VERT. MA50NRY WALL a r (2) 2' x 6' BEAM Wl (6)10d COMMON NAILS s EACH END -ATTACH 2' x b' JOIST TO BEAM W/ (6) 10d TOE NAILS a EACH END (TYP) 6•� 2' x 6' JOIST s 24' O.C. MAX. NOTE: U PLATFORM 15 DE510a FOR A MAXIMUM UEIGHT OF 250 Ibs. 2) ALL WOOD MEMBERS ARE PRESSURE TREATED 3) REFER TO RETROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x V S.Y.P. 0 2 W/ (6) IOd COMMON NAILS a EACH END 4' x 4' POST W/ 1/2' DIA. ANCHOR BOLTS e 24' O.C. INTO FILLED CELL W/ (U 5 VERT, DANSCO 1. ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 In w � z 0DC) NNE Q ri M z oJ�� m M d uj M =LL.°0 z °aa� 91-4 0 ZwE w z3 z J � I TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 20D4 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. • 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATELDESCRIPTION VERSION NO. 1.00110.10.071 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 i ANDREW D. HAROLD, I P.E. #66715 ENGINEER SEAL: I I FEB 17 Z009 i SHEET TITLE: 1 st FLOOR STRUCTURAL SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV M 0 0 N 1 ,N^ Y J 1 M V-4 L J r-4 ENTRY COLUMN TO BEAM A SCALE : N.T,S. a,LE : N. WALL SECTION B ScT.S. SHED ROOF @ S.G.D SCALE : KM DETAIL �LL/CPLATFORM DETAIL.T.S. REVIEWED BY: TH 1801'.A' 21'-10' IS'-b' 14'-b' 1.4-6' W' b' 144' W-b' 21 4' 4' 3, �, 3 2, 2 8, 3, 0, 4'_0 3 5, T _0, 4'_1 3 9, �, 0, 3 9, 3 9, 0, 3, 9, 3, 9, T.O. 3 9, 3 9, �,�. 3.9, 4'_1 1 0, 3 5. 21 4'-0 Y-10' 2--8. 3-_2, 3, �, 4' 4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ WiR00R TRSS PARALLEL TO WALL) ■■■■■ 2�- 21i c SEET 511 FOR s. M. 2 SHEET SIJ FOR 2(SIM. S SLR SIZE) SI;M.' SHET SLFOR LINTEL SIZE) ssiII Sh �4 3 21 (SIM. SEE SHEET 511 FOR 1 (SIM. S� SHEET SIJ FOR ss-rov�e 00RPT S6 PARALETO WAALLLL)LINTEL 1-- W_T 2rIILI LINTEL SIZE) LINTEL SIZE) LINTEL SIZE) LINTEL SIZE) 2211 F LI Bs-aTa°n 0 �`l j 7] v I L I€�I ?IfI� ��-- f1II =w° _w -.1,I. -.,-._...._..._ _- IIIIIIII aYev�-�_vIfIt[ _ _,4., ....._..,. II 11 .(__.S - IIIIIlffIffi( 0 ` Ii i ItIltI --_ y � IfiIfi €1 77 (51. MO PARALLEL �® RFLI RRISIM. E221 MM. 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CROIX DANSCO ENGINEERING, LLC P.O.IDE BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 L Lu �U� En �J Z cod W M N O uu- op Z 900 W WW z O � IIIIIIIIIIII' w U OU21 Z VCC � L O p Q � < CL C;) C) U Z cn Q U W TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE j (INCLUDING 2005 8.2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE SiRUCU1RAL PORTION OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2008 THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCnON OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE 1 DESCRIPTION VERSION -NO. 1.00 /10.10.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 r-G. THUY H. HUYNH, / P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: 17200 SHEET TITLE: 2nd FLOOR STRUCTURAL PLAN SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH H a m 0 N LI ^ I 1 M V -4 S 1,92 214 A - ST. CROIX 214 B - ST. CROIX 214 C - SIESTA KEY Mnl-al 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 1 st FLOOR FRAMING PLAN SCALE : 3/16' = I'-0- 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX i DANSCO I IE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Honda 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 g In W i 0 � Y Z �J f M N M Do a0LL00 Z ,M DD Z E wz z J V) w U v) O U Z CA 0 z � mooCL ? Q � I 0 Z (U U Q � J w `) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL POIMON OF THIS DRAWING ONLY. ® 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIIHOUT WIETTEN CONSENT FROM LENNAR CORPORATION. • 200&THESE DRAWINGS AND DESIGNS ARE THE JOIN PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUiHOPoIED USE IS PROHIMED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 /10.10.07 SAMUEL A. GREENBERG, P.E. #34245 ( 0THUY H. HUYNH, TT P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: FE 17 2009 SHEET TITLE: 1 st FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH it kb Z 0 J H m 0 0 N 1 L0 1 0 M L J V--4 S2.1 will, 1+7'11 IT +' DO'-V 214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX 214 B - ST. CROIX 214 B - ST. CROIX ROOF FRAMING PLAN 2-PLY PRE-ENGINEERED GIRDER WEND GRAIN BEARING, 2 x 6 WEB MIN. L PRE-ENGINEERED WOOD TRUSS FLANGE HANHAN TO BE PREPARED. BY OTHERS HANGER L (AS REQUIRED)1 IR' x 1' WEDGE ANCHOR (MIN. SHEAR = 13400) NOTE: STAGGER ANCHORS FROM OPPO51TE SIDE • 1 IV--W- VI I , A. 11-4' AEf. MOISTURE BARRIER NOTE: -INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER -REFER TO DETAIL A/512 FOR MASONRY STEPS DIMENSION. GIRDER @ PARTYWALL SCALE : N.T.S. NGP K.EG3) GRAVITY CAPACITY = 113200 UPLIFT CAPACITY = 48350 5(.fl10AI IL CJNLT, SEE TFa5 PROFILE FOR ACTUAL TRUSS. RAISED HEEL TRUSS SECTION SCALE : N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o Ln w 0�� Ln N �M QQ �o Z m$v- �Q�M(ONO Do H=u.M E w Wz z J C' w U :�j v) O o _ V) Z C/) 3�- ::E 0 SzQ Q < C ' C Z C/) Q� J U !I i TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, j EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. i ® 2M8 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 200&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE j CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION j VERSION NO. 1.00110.1 OX SAMUEL A. GREENBERG, P.E. #34245 y� THUY H. HUYNH, r P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 I ENGINEER SEAL: SHEET TITLE: ROOF FRAMING PLAN SHEET INFORMATION: JOB NO.: 290196 DATE ISSUED: 10.10.07 DRAWN BY: DZ/LV REVIEWED BY: TH S 2-,0--2 ----] V H L� J H m 0 N 1 L0 1 0 M V-4 L J SPED I F I GATT ONS I. I. GONSTRUGTION I. I. I. AGI 315-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. I. 2. AGI 530-05, ASGE 5/TM5 402-05 4 AGI 530.1-05, ASGE b/TM5 602-05 SPECIFICATIONS FOR MASONRY STRUCTURES. I. 1. 3. A5TM G270-01a, G4-lb-0I, AND G90-OI 5PEGIFIGATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DESIGN SPECIFICATIONS (N05) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2004 EDITION, (INCLUDING 2006 SUPPLEMENT). I. I. b. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AI5G) 9TH EDITION. I. I. ?. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-02. I. 2. DESIGN : I. 2. I. AGI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. AGI 530-05, A5GE 5/TM5 402-05 4 AGI 530.1-05, A5GE b/TM5 602-05 5PEGIFIGATION5 FOR MASONRY STRUCTURES. I. 2. 3. A5TM C270-01a, C476-01, AND GGO-OI 5PEGIFICATIONS FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (N05) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DE516N 5PECIFICATION5 (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBC), 2004 EDITION, (INCLUDING 2006 SUPPLEMENT). 1.3. SHOP DRANINOS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP PRAHING5 HITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAHIN65 ARE TO BE 516NED AND SEALED BY A FLA. RE&. PE. AND SHALL INCLUDE : DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS. 1.4. GENERAL BU I LD I NC NOTES 1. 4. I. OCCUPANCY CLA551FICATON RESIDENTIAL, CROUP R-3 1. 4. 2. BUILDING HEIGHT IN FEET 4 NUMBER OF STORIES = < 60'-O", 2-5TORY 2. DES I ON LOADS 2.1. DEAD LOADS 2. I. I. UNIT HEIGHT OF SOIL, COMPACTED : 120 PGF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE : 150 PGF 2. 1. 3. UNIT WEIGHT OF 8" G.M.U. BLOCK : 55 P5F 2. I. 4. IST FLOOR SUPERIMPOSED LOAD : 20 PSF 2. I. 5. UNIT WEIGHT OF 2x4 PARTITION HALLS : 11 P5F 2. I. 6. UNIT HEIGHT OF 2xb BEARING WALLS : 12 PSF 2. I. 7. BALCONIES d PECKS: 15 PSF 2. I. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD : 10 P5F 2. I. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD : 10 P5F 2. I. 10. FLOOR TRUSSES 15 2.2. L I VE LOADS : 2. 2. 1. 51DEHALK AND DRIVEWAY LOAD : 250 PSI` 2. 2. 2. GARAGE LOADS : 40 P5F 2.2.3. PARTITIONED ROOMS: 40 P5F 2.2.4. BALCONY AND DECKS : 60 P5F 2.2.5. STAIRWAYS AND LANDINGS: 40 P5F 2. 2. 6. 2. 2. 7. FLOOR TRUSS TOP CHORD MINIMUM : 40 PSF 2. 2. 8. ROOF TRU55 TOP CHORD MINIMUM : 20 PSF BOTTOM CHORD (W/O STORAGE) 10 P5F (NON-0ONGURRENT) 2. 3 RA I L I NO LOADS : 2. 3. I. ALL RAILING AND GUARD RAIL SYSTEM'5 ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 51MULTANEOUS 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., 2.52 4 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. HIND LOADS : 2. 4. I. WIND DE516N TO BE GONDUGTED IN ACCORDANCE HITH SECT. R301 OF THE FRG 2004 EDITION H/ 2006 SUPPLEMENT, AND CONDUCTED BASED ON A 114.9 MPH, 3 SECOND 6U5T, EXPOSURE "C", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.5. WIND LOAD DETERMINATION BASED ON A5GE 7-02 2.5. DEFLEGTIONS : 2. 6. I. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DES I O N METHOD 3. 1, LOAD FAGTOR DESIGN 3. I. I. THE LOAD FACTOR DESIGN METHOD HAS USED TO DE510N CAST-IN-PLAGE CONCRETE SLABS AND FOOTINGS 3. 2. SERVIGE LOAD DESIGN : 3. 2. I. THE SERVICE LOAD DE51ON METHOD HAS USED TO DE51ON MASONRY HALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND 51-EATHIN6 STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3 3 LOAD COMBINATIONS FOR LRFD DESIGNS 3. 3. I. THE FOLLOWING LOAD COMBINATIONS WERE DE516NED FOR: TOTAL OL + FLOOR H + ROOF H TOTAL DL + FLOOR H + WL TOTAL DL + HL 3.5.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE516NED TO RE515T THE WORST LOAD GOMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4. DE51ON ASSUMPTIONS : 3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS 5HOHN OTHERHI5E IN THE DE516N PLANS. 4• MATERIALS 4.1. RE I NFORG I NG STEEL 4. I. I. REINFORCING STEEL SHALL BE A5TM A&15-94 GRADE 40, f'y = 40 Ksi 4. I. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS 5HOHN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORGIN6 MECHANICAL GOUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD 5TRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DE516N COVER REQUIREMENT5 : G-I-P CONCRETE FORMED A&AIN5T EARTH : 3" G-I-P GONGRETE EXPOSED TO EXTERIOR : 2" G-I-P CONCRETE NOT EXPOSED : IY2" GROUT FILLED MASONRY : 5/4" HELPED WIRE FABRIC, (HHF): A5TM A185-01 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION. 4. 2. GONGRETE : 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DE516N (F'c) DE51ON (E) G-I-P CONCRETE (NORMAL HEIGHT) 2,500 Psi 2,850 Ksi G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO GO. ONLY 5,000 Psi 3,122 Ksi G-I-P GROUT 3,000 Psi 3,122 Ksl 4.2.2. CONCRETE SHALL CON515T OF I" MAXIMUM A66AREGATE CONCRETE MIX HITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN &" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS HILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS 4 DRIVEWAYS) 3 1/2" MIN. THICKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF a MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF CONTRACTORS DISGRETION. 4. 2. 7. CONCRETE PLACEMENT PRACTICES SHALL BE IN AGGORDANGE H/ ALL AGI- MCP 2004 STANDARDS. 4.5. GONGRETE MASONRY : 4. 3. I. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.5.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM 6QO-0I, TYPE II NON -MOISTURE GONTROLLED. 4.3.5. ALL GEH 5 4 CAVITIES BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 1 SOO P51 MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUGTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING HALLS 5PF, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF, fb = b75 PSI, E = 1200 Ksi 4. 4. 12. ALL FRAME HALLS TO BE CONSTRUCTED U51N& 5PF , STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHINC EXP I U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS 5UB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4.4.4. IF 056 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER 5EGTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAHIN&S TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DE5I6N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE AN51/TPI 1-2002, BG51 I - 03 4. 4. 8. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. 9. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FIN15H PER A5TM C. 4126, APPLY 3 LAYERS W/ TOTAL THICKN -55 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER I/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 4 FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RESIDENTIAL CODE R-103.62 4. 5. FASTENERS AND TIE DONNS : 4. 5. I. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNEL 5 : A5TM A36/36M OI Fy = 36 Ksi ROUND METAL PIPE : A5TM A53-01, GRADE B Fy = 35 Ksi 5QUARE METAL TUBING: ASTM A500-030, GRADE B Fy = 46K51 HIGH 5TRENOTH BOLTS: A5TM A325-G4 MACHINE BOLTS: GALVANIZED A5TM A307-03 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiHITH 6Q0 GALVANIZED GOATIN& IN ACCORDANCE WITH A5TM A525-87. 4.5.3. NAILS SHALL CON515T OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS FOLLOWS: Sd = 0.131", IOd = 0.145", 12d = 0.148", I6d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS. 4.5.1. CONCRETE EMBEDDED 'J' BOLT5 USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. (>. MICRO -LAM LUMBER: 4. 6. I. MICRO -LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWIN6 MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 P51 Ft = 1,850 PSI Fr_ = 500 PSI (PERPENDICULAR) Fc = 2,100 (PARALLEL) 4. 7. STEEL: Fv = 285 P51 4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.5.G. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 5TRUGTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: A5TM A36/36M 01. 4.7.4. STEEL TUBING: A5TM A500-03a, GRADE B. 4.7.5. HELPED CONNECTIONS: E70XX R EGTRODE5, MINIMUM SIZE FILLET WELDS 3/Ib", AH5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUE5T. 4.1.6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATES ON EACH SIDE OF THE HEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.1. THE STEEL FRAME 15 "NON-5E1 F SUPPORTING% ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 1193 MPH WIND IMPORTANCE FACTOR -- (6) = 12 WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DE51GN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 1113.15 MPH + 363 PSF / - 48.6 PSF (END) + 363 PSF/ -393 PSF (INTERIOR) UXO. GARAGE DOORS (V = 120 MPH) SINGLE 9x1 +21.6 PSF / -312 PSF DOUBLE 16x1 +26.4 PSF / -29.4 PSF NOTE: THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES LISTED WITHIN THIS CONSTRUCTION DOCUMENT. 4. 5. SOIL: 4. 8. I. MINIMUM 501L BEARING PRESSURE GAPAGITY OF 2000 P5F. 4.8.2. ALL 501L 15 TO BE GLEAN 4 POISONED FOR TERMITES PER FBG 2004, RESIDENTIAL SECTIONS R320.1, R3202, R320.3, 4 R704. TERMITE PROTECTION - PLANS MUST SPFG I FY TYPE OF TERMITE TREATMENT • Soil Ghemical Barrier Method • Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT 15 USED 1. FBG 105.11- "A permanent sign which identifies the termite treatment rovider and need for re -inspection Lind treatment contract renewal shall be Frovided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least I'-0" awa from the building side walls. y g 3. Irrigation/sprinkler systems includinq all risers and spray heads shall not be Installed F4Ithin 1'-0" of the building side wall. 4. FBG R704- To provide for Ins ection for termite infestation, between wall covering card final earth rade shall not be less than 6 inches. Exception: Paint or decorat ve cementitlous finish less than 5/8" thick adhered directly to the foundation wall. 5. FBG R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. b. Fi3G R320.12 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBG R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBG R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBG R320.15 - Gonc ete overgpour and mortar Along the foundation perimeter must be removed be ore exterior soli treatment. 10. FBG R320.Ib - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. II. FBG R320.1.b - An exterior vertical chemical barrier must be installed after construction Is complete, including londscapin and irrigation. Any soil disturbed after the vertical barrier is app ed, shall bVretreat d, 12. FBG R320.1 - All buildings are required to have pre -construction treatment. 13. FBG R320.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Gonsumer Services". 14. FBG R320.3 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4. 8 .3. SOIL 15 TO BE COMPACTED TO 145% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAW I NOS BEFORE GONSTRUGTION BEOI NS. DANSCO ENOI NEER I NO LLG 15 RESPONSIBLE FOR THE STRUCTURAL I NTEOR I TY OF THIS PROJECT ONLY. ANY D I SGREPANGY BETWEEN FIELD GOND I TI ONS, OTHER DES I O N PROFESSIONALS' SHOP DRAW I NO S, GONTRAGTORS' BU I LD I NO METHODS, AND THESE S I ONED AND SEALED DRAW I NOS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENOINEERINO LLC, PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. ATTENTION: CHEMICAL CHAN6 -5 IN PRE55LIRE TREATED WOOD5 AS OF DECEME ER 315T, 2005, C - RIOMATED COPPER ARSENATE (GCA-G) WILL NO LON6ER BE PRODUCED FOR RE51DENTIAL OR 6Ei ERAL CONS USE. SEVERAL NEW PRC55LORE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRE55LIRE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RE515T CORRIO510N. FOR EXAMPLE, ACO-C, AGO-D, CBA-A, OR CAS REQUIRE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REGU I RED SAFETY GLAZ I NC IN HAZARDOUS LOGATI ONS (RE: FRG R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING 6LA55 MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PA55 THE TEST REQUIREMENTS OF GP5G 16 GFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXGEPTION5: I. POLISHED HIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI ZcP.l 2. LOUVERED HINDOH5 AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED 5PEGIFIG HAZARDOUS LOGATIONS FOR THE PURP05E OF GLAZING: I. GLAZING IN 5HINGIN& DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF 5LIDIN& DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD GL05ET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HOHER5. GLAZING IN ANY PART OF A BUILDING HALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR HALKIN6 SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE NEAREST VERTICAL EDGE IS HITHIN A 24-INGW(olOMM) ARG OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE 15 LE55 THAN 60 INCHES (I524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. 6LAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOHIN& CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 4 SQUARE FEET (0.83b M2). 7.2 BOTTOM EDGE LE55 THAN IS INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES N14 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES HITHIN 36 INCHES M14 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN HALLS AND FENCES ENGL051N6 INDOOR AND OUTDOOR SHIMMING POOLS, HOT TUBS AND 5PA5 WHERE THE BOTTOM EDGE OF THE 6LAZIN6 IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND HITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE HATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES N14 MM) HORIZONTALLY OF A HALKIN& SURFACE WHEN THE EXPOSED SURFACE OF THE 6LA55 IS 1 E55 THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN6 SURFACE. II. &LAZING, ADJACENT TO STAIRWAYS WITHIN bO INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION HHEN THE EXPOSED SURFACE OF THE &LASS 15 LE55 THAN bO INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOHIN& PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: I. OPENINGS IN DOORS THROUGH WHICH A 3-INGH(76 MM) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE CLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, HHEN THERE IS AN INTERVENING HALL 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 P051TION OR WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LE55 IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE ACCESSIBLE 51DE(5) OF THE GLAZIN& 36 INCHES t 2 INCHES (414 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF I Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING 6LA55 UNITS AND OTHER MULTIPLE &LAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE 6LA55 15 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [HITHIN 45 DEGREES (0.714 RAP) OF HORIZONTAL] SURFACE ADJACENT TO THE 6LA55 EXTERIOR. 7. LOUVERED HINDOH5 AND JALOU51E5 COMPLYING WITH THE REQUIREMENTS OF SECTION R30&2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BAGKIN& SUPPORT. G. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND II IS NOT REQUIRED HHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND G.2 THE PLANE OF THE GLASS 15 GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'S' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN (o 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 --\ 9 ga. PANEL REINFORCING (EVERY OTHER COURSE)-� ro' MIN. LAP SPLICE � \-SEALANT GLA55 BLOCK DETAIL EXPANSION STRIP 1/4' EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6' MIN. LAP SPLICE W/ REINFORCiNG PANEL NOTE: SEE GLASS BLOCK INSTALLATION NOTES. •(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.13) •(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.16.1) DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � o O Ln W O�� J91C a0°MT 1: _j LLM �N 0' 900 Z I � W W3~ W Z o �O F_ w V) W Z = W t) 1 0 U 0 0 LLJ �=z Q 3� 0 0 0 U Z EL QC/) F V) TO THE BEST OF THE ENGINEERS IONIOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 11"MPH, 3 SEC. GUST, EXPOSURE 'C ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.181 WIND ZONE (X0D4 EDITION, INCLUDING 2005 & 2006 SUPPIEM E110). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0=7-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROMBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 Ej ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SN V Z Q H m 0 N I N LO I 0 M sal LO a--1 IllaI,.Mla-L-,I: 'i" An 16"_IaaL I1Y -J, LdkLU,I I._1LLYuAI_.1U iAJLA1U11 il�L_'_LL. E1 LWA1L11Wus1�11i�1L:�1��- Aa- _1. YYII►�_ �►L y..�uLkl�Y�111 �Y16.1 �YY,.4111,-1. LAh I,'" CONVENTIONAL FRAMING SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4' a 16' O.C. 1'-5' (2) 16d TOENAILS 2' X 6' a 16' O.C. 10'-8' (2) 16d TOENAILS 2' X 8' g IV O.C. 13'-9' (3) 16d TOENAILS 2' X 10' 6 16' O.C. 16'-5' (1) USP HTW20 OR (3) 16d TOENAILS 2' X 12' 6 I6' O.G. 19'-3' (1) USP HTW20 OR (4) 16d TOENAILS 2' X 4' A 24' O.G. 6' -I' (2) 16d TOENAILS 2' X 6' 6 24' O.C. 8'-6' (2) 16d TOENAILS 2' X 8' 6 24' D.C. 11'-0' (2) 16d TOENAILS 2' X 10' 6 24' O.C. 13'-0' (3) 16d TOENAILS 2' X 12' 6 24' O.G. 15'-4' l U USP WTW20 OR (3) 16d TOENAILS } TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING COMPONENT & CLADDING DESIGN PRESSURE (119.9mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor = 1.0) TRIBUTARY AREA (ft2) ROOF WALL ZONE1 ZONE 2&3 ZONE4 ZONE5 10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37.7 34.6 -45.4 50 16.7 -31.1 16.7 -55.0 32.5 -35.6 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 Notes: 1 For effective areas or w ind speeds betw een those given above the load may be interpolated, otherw ise use the bad associated w ith the low er effective area. 2 Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2004 3 Plus and minus signs signify pressures acting toward and away fromthe building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTORUPLFT CAPACITY LATERAL CAPACITY f- FASTENERS CONNECTOR I UPLIFT CAPACITY LATERAL CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA 16 1615 1585 590 10-10d x 1 1/2" M ETA 16 1450 1247 335 7-10d x 1 1/2" HTA20 1615 1585 590 10-10d x 1 1/2" M ETA20 1450 1247 335 7-1 Od x 1 1/2" HTT16 4290* 3689* - 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* - 18-16d & (1) 5/8" ATR HTT22 5370* 4618* - 32-16d & (1) 5/8" A.B. HTT22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 _ 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 16-16d Sinkers & 7- 1/4"x2 1/4" Titen LTS19 1390* 1195* - 8-10d & (1) 3/4" A.B. LTT19 1350* 1305* 8-16d Sinkers & (1) 3/4" ATR L1TI31 2825* 242g* _ 18-10d x 1 1/2" & (1) 5/8" A.B. LTTI31 2310* 2310* __ 18-10d x 1 1/2" & (1) 5/8" ATR FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H 10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 12-10d SPT22 725 623 260 8-10d SP1 585 535 - 10-10d SPT24 1085 933 260 12-10d SP2 1065 605 - 12-10d SPT4 1075 924 - 6-10d x 1 1/2" SP4 885 760 - 6-10d x 1 1/2" S PTH4 2150 1849 - 12-10d x 1 1/2" S P H4 1360 1170 -- 12-10d x 1 1/2" MUGT15 4265 3335 - 2-10d & (1) 5/8" ATR MGT 3965 3330 -- 2-10d & (1) 5/8" ATR LUGT2 2260 1956 440 32-10d LGT2 2050 1785 -- 30-16d Sinkers HTW20 1 1530 1325 95 20-10d HTS20 1450 1245 1 20-10d LSTA18 1235 1110 - 14-10d LSTA18 1235 1165 - 14-10d LSTA24 1235 1235 - 16-10d LSTA24 1235 1235 - 18-10d LSTA30 1640 1640 - 22-10d LSTA30 1640 1640 -- 22-10d LSTA36 1640 1640 - 22-10d LSTA36 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 1655 - 20-16d HUS26 1550 1550 -- 20-16d T-HDH26-2 2235 1935 - 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 - 30-16d HUS28 2000 2000 - 30-16d T1HDH210-2 3490 3020 - 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU .NOTE. - DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. "J" BOLTS REPLACEMENT CHART THE FOLLOWING 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS, THE REVERSE 16 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. NOTE: EXPANSION BOLTS NOT RECOMMENDED a CONIC. STEP 'J' BOLTS EXPANSION BOLTS 5/8'4)x6' 5i8'mx6'MIN. 5i810x10' 5i84,x10'MIN MAINTAIN BOTTOM OF WEEP SCREED 11/2' TO 2' ABOVE ROOF SHEATHING NOTE THAT THE TY VEK AND METAL LATH MUST CEO OVER THE TOP OF THE WEEP SCREED 10 u.1 kb ROOF D I RPHRAOM NA I L I NO 5GHEDULE RlnhF I INF + + + + + + + + + + +_ + + + + + + + + + + + + + + + + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + ++ + + + + + + ++ ++ + + + + + + + + + +++ +++++ ++ + ++ + + + /++ ++ + + + + + + + + + ++ + + + + + + + + + + + + + + + ++ 01 \-RI06E LINE I In n iwnu c_�i �wir� i-� Icr wi�i�ci Ins ni a ,_u�ir--i ��►i� I 1 u " Sd RING SHANK NAILS ® 6" O.G. 4 + + 4" O.G. ® 6AB1 E END WALL OR &ABLE TRU55 + + 0.115 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER 5HANK DIAMETER 16 TO 20 RIN65 PER INCH 0.2&0 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 15/52" COX PLYWOOD OR _f/16" 056 Iq.l MPH 3 SECOND GUST EXP05LRE G WIND ZONE 8d RING SHANK NAIL5 ® 6" O.G. ED&E5 d 8d RIN& SHANK NAILS ® (b" O.G. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RIN65 PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH NOTE: I 1) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE A55UME5 SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLA5 FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSGO ENGINEERING, LLC_ FOR ALTERNATE FOR NAILING PATTERN. 1 CEMENT PLASTER IN ACCORDANCE UN ASTMC526 OVER WOOD STUD FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR Ya' CEMENT PLASTER IN ACCORDANCE WITH ASTMCIB26 FELT BACKED METAL. LATHE IN ACCORDANCE WITH A5TMCI063 � 7114ir. _J ' SHE METAL X CEMENT1 KEEP TOP EDGE VLILCL11 PLASTER FINISH OF WEEP SCREED CALK 2' ABOVE TOP OF BOTTOM BLOCK m ALL INWE AND OUTSIDE CORM WLL NEED TO BE M M CUT. ALL JOMTS NEW TO BE CANTS® USMG VTULCUM CAULK li 'CEMENT PLASTER R MOWN _ 0 SCREEDSLAB INSTALL BOTTOM (SINI OF WEEP SCREED I' BELOW FINISH FLOOR IOPTJ W€EF SCREED DETAIL MIN. EMBEDMENT 5GHEDUL.E FOR E AND QUANTITY OF FA5TENER5 TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION L( 5E USP MUG- 5/5"(P THRU BOLT U5 MI, R TRUS5 rOP PLATE U.G TYPICAL U5P MUGT15 TO BUILT-UP COLUMN DETAIL HTA 20-15 / HTA 20 INSTALLATION MID SPAN NOTE: UPLIFT VALUE 15 BA5ED ON 5.P.F. J5P RTI6 U51NO 16-Sd xl 1/2" NAILS JPLIFT = 1030# TYPICAL IRTl(o IN5T7ALL7ATION TYPICAL HU5 INSTALLATION RE-FAB CHIMNEY CAP LASHING 2"x4" BLOCKING (SEE MANUF. USP SPT24 AT SPECS. FOR MINIMUM DISTANCE) EACH JOINT TYP. XTERIOR FINISH a RE-FAB CHIMNEY zN LOCKING 0 MID POINT o WHEN CHIMNEY EXCEEDS 6'-0" - - - IN HEIGHT z= o GALV. METAL - - - 1/2" SHEATHING OR O.S.B. o FLASHIN N 2"x4" STUDS 0 16" O.C. MAX. o¢ CRICKET V. MTL. FLASHING TOP CHORD \\ `--USP HTW20 0 EA. CORNER SECTION 'A -An w/ 1/2"2PLYWOODCKING FLITCH SCALE: 3/4"=l'-O" ATTACH BLOCKING TO TRUSSES w/ USP MP-34 ANGLE TYPICAL TYPICAL CHIMNEY PLAN SCALE: 3 4 =1 -0 FILL GELL J HTW20 0 EA. CORNER E-ENGINEERED WOOD TRUSSES -FAB CHIMNEY ASSEMBLY "X4" 0 16" O.C. MAX. �-(2) 2"x4" BLOCKING w/ 1 �2" PLYWOOD FLITCH TYP. STD. GIO0 BOND BEAM HOOK GONT. #5 BAR #5 GONT. FROM FOUNDATION TO HIGHEST BOND BEAM BONED BEAM STEP 1 T i-' 1 L AL H 11' t-MAM I INCH L.,)t 1 ,41 L SCALE: N.T.S. 5GALE: N.T.5. "'m ]EDANSCO ]i ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 � o o Ln 1! w 0 O�UP Q j of W LU M Go Z�O1�iA E E900 w _J W z o 0 UJ c j LU z = W :� U Q 0 LU � =z Q�^ � 0 IL 0 U Z a, Q N V) TO THE BEST OF THE ENGINEERS 040VAEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 M►H, 3 SEC. GUST, EXPOSURE -V ENCWS® (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND LONE rAD4 EDITION, INCLUDING MM & 2W6 SUPPLEMENIS). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE D IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02DD7-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 E 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: 7 05 FEB SHEET TITLE: STRUCTURAL NOTES & DETAILS SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ SN1 z Q H m d' O N 1 N Ltd I M .-1 LO 12 .Z,T\YPJ VARIES Y' HIGH STRENGTH CDC GYP. BOARD OR %' WALL BOARD (OR %' GYP. TYPE 'X' 9 GARAGE WIA HABITABLE ROOM ABOVE) W/DRYWALL SCREWS • 1' O.G. CEILING E 8' O.C. WALLS R30 MIN. BATT OR BLOWN INSULATION Ix2 P.T. HORIZONTAL NAILER STD, 90• HOOK (SEE DETAIL) R4.1 MIN. INSULATION ON EXT_ BLOCK WALLS Ix2 PT WE) FURRING 9 24' O.C. 1/2' GYPSUM WALLBOARD U.N.O. (U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 t (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. -PRE ENGINEERED WOOD TRUSS 9 24' O.C. UMO. HURRICANE ANCHOR B EACH TRU55 F(SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS OISTURE BARRIER OF COVERINGS 1/16' O.S.5. MIN. SEE ROOF NAILING ma's SCHEDULE ON 5HT. 5NI ELEV. VARIES Adk CONTINUOUS TO FOOTER BELOW SO° HOOK DETAIL ALUMINUM a K.O. BLOCK DRIP EDCSE ALUMINUM FASCIA [\12UN.O. 2x4 SUB FASCIA op 2' ALUMINUM VENTILATED SOFFIT 8'x8'XI6' KNOCK -OUT BLOCK W/ 105 CONT. FILLED 50LID W/GROUT 20' MIN. LAP 8° G-M.U. TYPICAL #3 OR #4 REINFORCING BAR TYPE 15, MORTAR •3 4 1*4 LAP SPLICE FINISH (1)05 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 PSI CONCRETE z MIN. 2500 PSI CONC. SLAB SLAB W/ 6x6 (MIN 3000 PSI CONIC. SLAE WIA x WIA U LF OR FOR HERNANDO CO. MY) FIBERMESH LL Lu \/�/; 6 MIL VAPOR �/ ;.p 'r .I - \\ BARRIER XD N CLEAN POISONED AND COMP. SOIL. (COMPACTED (2) 05 REBAR CONT. ON TO S5% MODIFIED 3' CHAIRS TYP. U.N.O. 3' IN, CLR PROCTOR ASTM D1551) STD. 130, HOOK (SEE DETAIL) TYPICAL WALL SECTION ,4 SCALE: N.T.S. (I) ROW 2x BLOCKING 9 MID HGT. FOR WALL HGT. < V-6'. (2) ROWS 2x BLOCKING is 3rd PTS FOR WALL HGT. > 8'-6'. 1/2' GYP. WB (MIN.) 9 GARAGE 51DE IF APPLICABLE. SEE LAP SPLICE DETAIL R I -1/8"-1 #5 REINFORCING BAR #5 REINFORCING *5 LAP SPLICE BAR 36' MIN. LAP S STD. We HOOK #b REINFORCING BAR Oro LAP 5PL ICE RE15J4R DETAILS F- SCALE: N.T.S. CJ3 ELEV. VARIES I" x 2" FURRING I" x b" ROUGH 5AHN CEDAR 12' U.N.O. 2x4 SPRUCE SUB FASCIA 12" ALUMINUM Ix2 P.T. NAILER VENTILATED SOFFIT 74LTEfRNATE 1=ASC174 SCALE: 3/4"=1'-O" 2x 5.P.F. 5TUD5 ® I b" O.G. 2x STUD LOAD BEARING OR I I EXTERIOR HALL 8" G.M.U. I I "x P.T. STUD SEE GG/53 OR #5 VERT. IN FILLED CELL 6/53 FOR ANCHOR I 50' x b" EXPANSION BOLT INFO. BOLT @ 24" O.G. VERT. OR 5/8"xb" "J" BOLTS *USP 5PT22 TYP. I � 2x P.T. PLATE j I ASSUMED _ + n FINISHED GRADE MONO OR 5TEMHALL -r - - -77 - - - - —A . TL FOOTING MONO SHOWN FOR CLARITY ° NOTE: 'FOR BEARING HALL H/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D 2x P.T. PLATE 1/4' 0 X 3 1/4' TAPCONS 9 24' O/C 4 SEE TYP. HALL 5EGTION FOR SCALE: 3/4"=1'-O" cJ" 3 • 6' MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. (2) 05 CONT. ON 3' 6 X 6 WIA x WIA CHAIRS (TYP.) UJUJF OR FIBERMESH TYPICAL G.M.U. BLOCK HALL a GALVANIZED METAL STOP SECURED TO HALL TO RUN CONTINUOUS AND LEVEL AT A ° MINIMUM OF 8" ABOVE GRADE. EST.6RADE _ ELEVATION 0'-0" 8' I'-4' 8' _ TOP OF 5LAB - TYPICAL INTERIOR SEARING WALL W/OUT UPLIFT - SEE TYP. HALL SECTION FOR SCALE: 3/4'=1'-O' Cj3 FINISN TEXTURE BREAK K"H_� ADDITIONAL SLAB INFORMATION. SEE TYP. HALL 5EGTION FOR SCALE: N.T.5. kCJ3 ADDITIONAL INFORMATION. EXPANSION JOINT FORMED USING 1/2" EXPAN5ION JOINT MATERIAL 3/4" REGE55 FOR Y RIE THICKEN SLAB EDGE BETWEEN V RIE 5.6.0. (U.N.O.) 3/4" REGE55 FOR b x b HIA x HI.4 DOOR FRAMES AS 5HOHN SEE A/53 FOR 5.6.0. (U.N.O.) HHF OR FIBERME51-1 FINISHED CONCRETE LANAI TO REINF. INFO. RECEIVE BROOM FINISH U.N.O. �Ik ) 4 \\�\\ /ad Q as a / ,4 a. a SEE A/53 FOR ' SEE A/53 OR ^J/5(6 REINF. INFO. 4" 1'-4' 8" (I) #5 GONT. 1"-4' (1-STORY) OPTION #I 4' 8' 1'-8' (2-STORY) 8, FOR REINF. INFO. SEE TYP. HALL SECTION FOR ADDITIONAL SLAB INFORMATION. OPT I ON 02 SLAB STEP 4 RECESS e S.G.D. 1"I SEE TYP. THIGKENED SLAB EDGE DETAIL S3 ON SHEET 53 FOR OUTER EDGE OF LANAI 5GALE: 3/4"= I'-O" NOTE: SEE SECTION C/53 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6' MAX FROM END OF 2' x PLATE A (2) 05 CONT.----' ON 3' CHAIRS (TYP.) 8' 1'-4' Ir-(I) ROW 2x BLOCKING is MID HGT. FOR WALL HGT. s 6-6'. (2) ROWS 2x BLOCKING is 3rd PTS FOR WALL HGT. > 6-6'. 1/2' GYP. WB (MINJ 9 GARAGE SIDE IF APPLICABLE. �5/8'0 EXPANSION BOLT is 24' O/C W/ 5' EMBEDMENT (MIN. SHEAR 35000, MIN. TENSION 26000) 6 x 6 WIA x WIA WWF OR F15ERMESH m2 D. 0 TYPICAL INTERIOR SEARING WALL W/ UPLIFT SCALE:3/4'=1'-0' C�3 6x(bHIAx1^11.4 HHF OR FIBERMESH -(I) #5 CONT. TYPICAL T�41CKENED SLAB EI)GE I L SEE TYP. HALL SECTION FOR SCALE: 3/4"=1'-O" S3 ADDITIONAL SLAB INFORMATION. CL MA50NRY HALL AND MA50NRY HALL AND PAD FOOTING PAD FOOTING 8" MA50NRY HALL EXTEND FILL GELL5 TO FOUNDATION PAD TEEL GONT. FOOTING STEEL- MAT REINFORCING. z GRA m - W Lu Z /\/\ \\//\\ • \ \ \� \ 1u Z c0 Q N \ • • • • EQ aOT u- 3 \ //\//\//\// //\// �/ OOTI N6 Lu \\/\\/\\/\\/BEYOND 0 PAD REINFORCEMENT ' MIN. CLEARANCE (SEE SGHEDULE) FOOTINGS WIDTH SEE SCHEDULE PATIO COLUMN FTG. DET,41L N SEE TYP. HALL SECTION FOR SCALE: N.T.5. CJ3 ADDITIONAL INFORMATION. FIRE RESISTANT 055 1/16' 5HEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED 2X4 LEDGER is 48' OVER PARTY WALL O/C MAX. 1/16' 0.5B. SHEATHING U.N.O. VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES) TO TRUSS WEBS W/(2) 8d (TYR) fFIRE X4 BLOCKING • 48' O.C. MAX. W/ (2)16d TOE PRE ENGINEERED AILS g EACH END t GLUED TO ROOF HEATHING ROOF TRUSS ® 24' 2' CLG. RUNNER O.C. MAX. CAULK r (2) LAYERS I'x: TYPE 'X' GYP BETWEEN 2' FL RUNNERS W/ 2' BETWEEN ADJ� GYP. PANELS. 2' FLOOR RUNN W/ 3/16' DIA. x 3/4' TAPCONS 16' O.C. 4' PROPRIETARY PANELS INSERTED r5UW CLIPS AS PER OOR 4 CLG. SPECIFICATIONS NAIL STEEL H STUDS LEDGER ONLY 0 EA( CENT PAIRS OF 'H' STUD ER a STD.130, HOOK `: (1) LAYER 1/2' HIGH (SEE DETAIL) GYP. WB. W/ 1-3/8' OR DRYWALL SCRI O.C. WALLS < 4' 2x4SYP"2x12'L (1) 05 VERT. IN FILL RBC CLIP W/ 10d 6 CELLS (SEE FILL CELL PLAN FOR LOCATIONS) SIMPSON RBC a 36 NAILS INTO TRUSS NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA ASWI000 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-UW5 FIRE WALL MFG. ED INTO 2x4 :H. SIDE OF STEEL 2X4 BLOCKING ® 48' O.C. MAX. W/ (2) 16d TOE NAILS a EACH END t GLUED TO ROOF SHEATHING 2X4 LEDGER a 48' O/C MAX. - VERTICALLLY NAILED TO TRU55 WEBS WK2) Sd (TYP.) PRE ENGINEERED ROOF TRUSS is 24'� O.C. MAX. SIMPSON RBC • 36' O.C. W/ 6-10dxl 1/2' NAILS INTO TRUSS BOTTOM CHORD/SCAB t (3) I/4'x2 3/4' TITEN SCREWS INTO MASONRY. 2 x 4 SYP"2 x12' LONG SCAB • EACH-/ RBC CLIP W/ 10d a 3' O.C. STRENGTH OR 5/8' 2' FLOOR RUNNER W/ DRYWALL NAILS x 1 3/4' TAPCON5 a I6' O.C. REW5 1' O.G. CEILING, STD. W' HOOK (SEE DETAIL)-/ O.G. EDGES 8'x8'XI6' CONIC. KNOCKOUT BLK_ W/ ONG SCAB 9 EACH I wo ROD CONT. FILLED W/ GROUT 3' O.C. ' O.C. W/ 6-10dx1 1/2' BOTTOM NOTES: CHORD/SCAB # (3)1/4 )u X1+ TITEN 1) SEPARATION WALL IN THE ROOF (TYPICAL ON BOTH FACES OF WALL) SCREWS INTO MASONRY. SYSTEM PROVIDES 2-HR6 PROTECTION PER GA ASWIOOG 8'x8'X16' GONG. KNOCKOUT BLK 2) MASONRY WALL PROVIDES 2-HRS W/105 ROD CONT, FILLED W/ GROUT PROTECTION PER uL-U905 (1) $5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT 6x6 WI.4xWl.4 WWF EACH FILLED CELL TYPICAL a D. A • \ \\ \ (2) 05 CONT. \�/\�// �j% STD. Se HOOK 8' 16' 8' (SEE DETAIL) ALT. FIRE WALL DETAIL AT COMMON WALLK174 SCALE: 3/4'=1'-O' 8'x8'xlb' CONC. KNOCK OUT BLOCK W/ (1) 05 ROD CONT. IN FILLED SOLID GROUT OL 9'-4' AFF. 8'CONC. BLK TYPE IS' MORTAR (1) 05 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 D ° ' ASSUMED FINISH GRA E ° J6° D j \ j\\ / '8x16 CONT. FOOTING W/ (2) 05 CONT. ON 3' CHAIR DOUBLE CMU W,4LL SECT ION C SCALE:3/4'=I'-O' 63 53 -(2) LAYERS I'x24' PROPRIETAR` TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR t CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2X4 BLOCKING W/ (2) 10d TOE NAILS 9 EACH END FIRE CAULK 15 LB ROOFING FELT (SHINGLES) 2' CLG. 1/16' O.S.B. SHEATHING U.N.O. RUNNER FIRE RESISTANT 055 1/16' SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL " MIN. GAP /A\ )INTO URN CLIPS AS PER FIRE WALL FG. SPECIFICATIONS NAILED TOP/BOT. PLATE ONLY Q ACH. SIDE OF STEEL 'H' STUD RE ENGINEERED ROOF TRUSS ERPENDICULAR TO WALL • 24' .C. MAX. -2X4 BLOCKING W/ (2) IOd TOE NAILS e EACH END (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/i-3/8' DRYWALL NAILS OR DRYWALL SCREWS. I' O.C.CEILING, 8' O.G. WALLS # 4' O.C. EDGES -MOISTURE BARRIER USP HTA20 • END OF TRUSS W/ 10-I0d x 1 1/2' NAILS INTO TRUSS f 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) - (1) IS VERT. IN FILL CELLS (SEE _FOUNDATION PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT AT (ox6 WI.4xW1.4 WWF EACH FILLED CELL TYPICAL d / � D D. \// 7. (2) 05 CONT. \�/\�/ �jj STD. SO" HOOK 8' (SEE DETAIL) ALT. FIRE WALL DETAIL AT COMMON WALL SCALE: 3/4'=1'-O' 153 P.T. 2x4 1/2" GYP. BD. 501 F PLATE HOLD GYP. BD. 1/2" FROM SLAB 01011 GONT. BEAD SEALANT rJ Q • _4„ 2X STUDS ® 24" O.G. U.N.O. a d a r' a^ GONGRETE NAILS INTERIOR 6ARACE H V4" EMBEDMENT @ 12" O.G. STAGGERED, FROM BOTTOM 1/2" GYPSUM HALLBOARD U.N.O. PLATE TO CONGRETE W/ DRYWALL 5GREH5 ® 8"O.6. (MIN. SHEAR 180# RII (MIN.) U.N.O. MIN. TENSION 120#) GONT. BEAD SEALANT CONCRETE SLAB bx6H1.4xH1.4 �' �t WWF OR FIBERME51-1 (b MIL BARRIER POR (1) #5 STEEL (GONT.) ON CHAIRS INTERIOR WALL SLAB 5TEP NON-SRG. IG SEE TYP. HALL SECTION FOR SCALE: 3/4"=1'-O" S3 ADDITIONAL SLAB INFORMATION. EDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � g N w ONV- Z OJOtC aLLOjrn OC M 00 H X: � Z gz� E 3~ Ww W $z LU V) = W O Lo") :� I--- W 0 Q = Z Q 30 0 p U Z C- Q N TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLAN AND SPECIFICATIONS COMPLY WRH THE FLORIDA RESIDENBAL BUILDING CODE, SECTION R301 FOR 119.9 MPH. 3 SEC. GUST, EXPOSURE "C ENCLOSED )INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE rAV EDITION, INCLUDING 2006 & 20D6 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VALID FOR 12 MONMS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. &"7-THESE DRAWINGS AND DESIGN ARE THE JOINT PROPERTY OF DANCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAU 14ORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 Ej SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, rTHUY P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: FEB 1 2009 SHEET TITLE: SECTION, DETAILS, NOTES (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S3 I 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE - THREADED 3" DIA. EXTEN51ON - 5GREH OFF GAP (3" DIA.) FOR GLEAN -OUT VENT OR 2ND FLOOR TYPICAL G.M.U. HALL 3/4" FURRING 5TRIP5 -1/2" GYP5UM BOARD H/_DRYWALL 5GREH' TO DRAIN WALL GLEAN -OUT 5GALE: N.T.5. Cj REFER TO 50H... PAC-E5 FOR INSTALLATION INFORMATION BY MANUFACTURER. T`t'PICAL SECTION T�4FU WINDOW B S4 1 5/6,11 g SOLID AREAS ARE 11— — — — — — — SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 I/2' 11FULL 8x8xl(o BLOCK WALL PARTY WALL # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK UNIT FFILLED SOLID W/ GROUT _F UNIT 1st COURSE E SCALE: 3i4' =1' -0" WALL IWALL _CT # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK FILLED SOLID W/ GROUT PARTY WALL ❑ 1/2 BLOCK # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK FILLED SOLID W/ GROUT 1/2 BLOCK ~- # 5 VERTICAL REBAR FROM FND. TO K.O. BLOCK FILLED SOLID W/ GROUT ❑ ❑ ,�. 1/2 BLOCK 1/2 BLOCK ❑ 1/2 BLOCK ❑ ❑ 2nd COURSE: E2 SCALE: 3/4' =1' -0" S4 SLOGIG COURSING DETAILS 4 WALL INTERSECTIONS E KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ lIJ "5 FOR CONCRETE PLACEMENT ■■ail . -.. .. -- � _ 1! ■■ Milli IIII� ■■III II!■■ Milli llil ■■III III■■ �IIII IIII� ■■ill III■■ MIIII ■■lil III■■ �IIII 1111111110 DOOR OPENING DOOR OPENING DOOR OPENING Lmu—C NOTES LIFJ FilQ FILL LINTEL AND ALL CELLS ABOVE LINTEL. EXTERIOR NOTE: FOR BEAM DEPTH >22 , PROVIDE A 4 x 4 INSPECTION PORT WALL ❑ ❑ 6 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. — — — — O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED -- �--------� � PROPERLY. I5T COARSE 2ND COARSE 3RD COARSE SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. MA50N TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. FLOOR PLAN. MASONRY LAYOUT TYPICAL FILLED LINTEL A55EM5LY SCALE: N.T.S. SCALE: N.T.S. BLOCK COURSING a GORNER INTERSECTION 6G,4LE: 3/4' = I' -O' TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS a EACH END w Q 3 5/8' 25 GA. MSG N STEEL TRACK RUNNER 3 5/8' STEEL STUD 6 24' O.C. MAX W/ (2) NO, 8 x 5/8' WAFER HEAD SELF DRILLING 9 TOP t BOTTOM 3 5/6' 25 GA. MSG STEEL TRACK RUNNER W/ HILTI X-CF NAILS OR EQUAL g 12' O.C. X6 WIAXWIA WWF OR FIBERMESH II 77. TYPICAL INTERIOR NON - SEARING METAL FRAME WALL � SCALE: N.T.S. 54 SCALE: 3/4' =1' -O" 64 3rd COURSE E3 SCALE: 3/4' =1' -0' S4 4th COURSE SCALE: 3/4' =1'-0" 4 INDICATES CELL TO BE FILLED SOLID W/ GROUT (NO #5 REQUIRED) (U.N.O. ON PLAN) TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 9 EACH END DOUBLE 2x TOP PLATE w u 2x TOP PLATE `o 2-16d NAILS a 24' O.C. OR 2x CRIPPLES IVO.C. EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x BLOCKING e EACH END W/ 10d 2x STUD a 24' 6 4' O.C. FROM EACH HEADER FACE TO BLOCKING O.C. MAX. PROVIDE HILTI X-CF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL g 12' O.C. PER PLAN SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE 2x BOTTOM PLATE W/ (1) 10d a 6' VARIES O.G. TO EACH HEADER FACE a e a TYPICAL INTERIOR NON- 2 x (o (MIN.) FRAME SEARING WOOD FRAME WALL WALL -1 �4D i� DETAIL. 1 SCALE: N.T.S. S� SCALE: N.TSCj4 HEADER SUPPORT NO. OF JACKS E STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (U (2) 4'-9 (2) (3) (2) (2) (3) (3) (2) l3) 2X CRIPPLES a 16' O.G. W/ USP 5PT24 TYP.— TOP AND BOTTOM -WHEN STUD LENGHT— IS LESS THAN 12' USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE E NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS 10d NAILS 9 O/C TYP. DOUBLE 2'x4' CRIPPLE STUD TYPICAL (UND.) •• HOLD DOWN CONNECTIONS NOT REQUIRED is BEARING WALLS WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROW5 12d NAILS STAGGERED g 12' O/C EACH FACE OR 3-ROW6 12d NAILS STAGGERED 0 12' O/C FOR 2'xlO' OR GREATER HEADER DOUBLE 2 X 12 *2 5YP HEADER W/ 1/2' FLITCH PLATE (UN.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 12d IV O/C UNLESS NOTED OTHERWISE 2'x4' STUDS TYP. SEE PLAN FOR REQUIRED CONNECTIONS P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. 54 ` r-w iJSP SPT4 5PT24 2X4 STUDS 64 O.G. -0' /8'xl0' 'J' BOLT 24' O.C. MAX MIN. (2) PER BOTTOM PLATE SECTION jj,2X4 P.T. PLATE SPT4 USP SPT PART WALL ❑ 1/2 BLOCK CONTINUE BLOCK PATTERN ❑0 FILLED CELL STAGGER ALL VERTICAL JOINTS r5th COURSE SCALE: 3/4' =1' -0" S� TOP SPLICE ,-2 ROWS 10d 0 3' O.C. (14 NAILS TOTAL) NOTE: k4o" PLATE LENGTHS MUST BE BOTTOM SPLICE AT LEAST 8'-0* LONG. TYPICAL OVER STUD TOP PLATE 5PL ICE SCALE: N.T.S. F= 2240 LBS USP USP SPT \ AILED \ INTO \ TRANSOM TRANSOM FRAMING \ FRAMING SEE SECTION AA/51 AND BB/SI FOR ADDITIONAL DETAILS USP TAILt M S4 L SP SPT22 BP SPT4 USP SPT4 RECESS LINTEL a a. A .• da. o . \ AILED INTO \ TRANSOM \ FRAMING TRANSOM FRAMING SEE SECTION AA/SI AND \ BB/SI FOR ADDITIONAL DETAILS LINTEL USP - SPT22 USP SPT4 2X8 PT BOTTOM PLATE SPT4 ROOF TRUSS ABOVE OV4ERLAAPPING 2X4 BLOCKING 10d NAILS 6 6' STAGGERED � TOE NAILS IBLOCKING A• BLOCKING EA. 2X8 WALL ABOVE ENTRY K.O. BLOCK W/( U -ANCHOR BOLTS a 24' 05 CONT. t O.C. MAX FILLED ANCHOR BOLT —2X4 P.T. PLATE MASON Y WALL 5/8'xl0' 'J' BOLT is 24' O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) P SPT4 10d NAILS 6 4' A STAGGERED PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS 9 4' O/C BOUNDARIES 6' O/C EDGES t 8' O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE 11 5/8'xlO' 'J' BOLTS is 24' O.G. MAX. (MIN. (2) PER BOTTOM PLATE) MASONRY - WALL BELOW R C C 10d NAILS 9 6' O.G. STAGGERED 0 o TRANSOM FRAMING BEYOND. ► PLYWOOD o SHEATHING S� B PLYWOOD SHEATHING ANCHOR BOLTS a 24' O.C. MAX. (MIN. (2) PER BOTTOM PLATE) FRAMING DETAILS A$OVE ENTRY R SCALE: N.T.S. S� "' ]EDANSCO ji ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 � o o Ln w 2 Zug 0 3g� z amM f r l X � �0�IT z E� w W3~ W z J o H W ci W Z = w O Q Q w z z Q30 Z CL N Q Hv V) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 1193 M9H, 3 SEC. GUST, EXPOSURE "C ENCLOE® (INTERNAL PRESSURE COEFFICIENT - 30.181 WIND ZONE (2004 EDITION, INCLUDING 2005 & 20D6 SUPPLEMEN[M). THIS DRAWING AND DESIGN S VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC APO THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: fE13 1 2009 SHEET TITLE: SECTION, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S4 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I6d NAILS SCHEDULE FOR SHEATHING DETAIL 2'x4' OUTLOOKER- 9 24' OL_ r TOP CORD BLOCKING FOR FIRST FOUR 45' f ROWS OF TRUSSES 9 EDGES OF 2x4 CR S BRACE SHEATHING APPROX. 8' FROM TYPICAL RIDGE FASTENED AT EACH JOINT W/ (2) 10d • 4 (2)10d TOE NAILS 9 EA. END 2x6 P.T. TRUSS VERT. WEB SILL SPACED 6 48' O/C MAX. 2x4 PANEL BLOCKING o 48' O.C. FOR THE FIRST 8'-0' OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3' g 4' O/C 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL — sv 4' O/C TYPICAL 5/8'x 10' 'J' BOLT 6 32' O.C. MINIMUM 6' FROM - PLATE SPLICES W/ 3/I6'x2'4 PLATE WASHER I SECTION 5� SCALE: N.T.S. SEE STRUCTURAL NOTESA BACKNAIL W/ (2) I6d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) I6d NAILS AND NAILING SCHEDULE USP RTI6 OR EQUAL 9 FOR SHEATHING DETAIL 2'x4' AND NAILING SCHEDULE 2x4 OUTLOOKER 6 24 EA. OUTLOOKER FOR SHEATHING DETAIL OC l0 TIONA S SEE STRUCTURAL— OUTLOOKER P L - EE ELEVATIONS) NOTES AND NAILING g 24' O.G. SCHEDULE FOR 24' MAX. TOP CORD qg� Imo' 2X4 CONT'L' BRACE TOP CORD BLOCKING USP RTI6 OR EQUAL SHEATHING DETAIL USP RTI6 OR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX EA. OUTLOOKER EQUAL a EA. FIRSt FOUR ROWS OF 3 1@ 24 O/C. CMID OF TRUSSES 9 EDGES , 2x4 CROSS BRACE- OUTLOOKER TRUSSES 9 EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE APPROX. 8' FROM 'L' BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER 2x8 SYF'n 'L' BRACE TO 2x4 CROSS BRACE APPROX. RIDGE FASTENED AT AT LEAST 90�o OF WEB g 8'-0' O/C. EXTEND tv LEAST 90go USP 8' FROM RIDGE FASTENED AT EACH JOINT W/ (2) (SEE TABLE) 2x4 GROSS BRACE ' I OF WEB LENGTH 4 NOTCH '� BOTTOM SPT4 '� EA. EACH JOINT W/ (2) 10d < (2) 4 (2) 10d TOE 10dLENGTH NAILS NAILS a EA. END GABLE TRUSS APPROX. 8 FROM RIDGE FASTENED AT I CHORD (SEE TABLE) STUD 10d TOE NAILS 6 EA. END 1/2' CDX PLYWOOD OR EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE 2x4 PANEL BLOCKING 1/16' OSB SHEATHING 10d 4 (2)10d TOE - FROM LEDGER TP WALL SECTION FOR SPACING FIis RS, T O/C FOR ATTACHED W/ 10d NAILS 6 EA. END BLOCKING I/2' CDX PLYWOOD OR 1/16' TRUSSES FROM EA. NAILS 6' O.G. EDGES GYPSUM WALL BOARD I 7 GABLE TRUSS OSB SHEATHING ATTACHED END TYP. TOP 4 AND 12' O.C. FIELD 2'x4' PANEL BLOCKING a 48' O.G. FOR THE FIRST I I/2' CDX PLYWOOD OR W/ 10d NAILS 0 6' O.G. EDGES BOTTOM ATTACHED 10dX3' e 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING .= AND 12' O.C. FIELD W/ (2) I6-d TOENAILS THROUGH CHORD BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d (2)16d NAILS INTO 2'x(o' P.T. PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS 1m 6' O.G. EDGES 2 4 AN OCKIN 48' 2x4 BLOCKING BACKNAIL W/ 2x4 OUTLOOKER tv 48' O.G. :N11-Irod NAIL 0 24' O/C (2) I6d NAILS 'L' BRACE TOP CORD ATTACHED W/ BLOCKING FOR 10d NAILS a 4' USP RTI6 OR FIRST FOUR ROWS O.C_ TYPICAL EQUAL a EA. OF TRUSSES e OUTLOOKER 4' MAX EDGES OF GABLE TRUSS WEB SHEATHING TYP. 'LI DOUBLE 'L' BRACING DETAIL BRACE TO EXTEND 5 • AT LEAST 90% OF WEB SCALE: N.T.S. S$ LENGTH (SEE TABLE) 2x4 'T' BLOCKING ABLE TRUSS 1/2' CDX PLYWOOD OR 2x4 BLOCKING 1/16' 05B SHEATHING -a 48' O.C. ATTACHED W/ 10d NAILS 'L' BRACE 1 16d NAIL 19 6' O.C. EDGES AND 12' ATTACHED W/ 1 O.C. FIELD 10d NAILS a 4'E (2) I6d NAILS _ O.G. TYPICAL 2x4 'T' ON TOP OF PANEL GABLE TRUSS WEB FASTEN WITH 10d03' aN4; SINGLE 'L' BRACING DETAIL 6 WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) x P EL BL G 2x4 BLOCKING 5/8' OR I/2' CEILING DENSE GYPSUM WALL AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS BOARD FASTENED WITH Sd COOLER NAILS SP HGA10 6 36' SCALE: N.T.S. S5 INSTALLED PER MANUF. 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 IT' ON TOP OF PANEL OR 1 1/4' LONG DRYWALL SCREWS O.C. REFER TO SECTION IA ON SHEET 55.1 FOR X-BRACING, AND TOP USP HGAMIO W/ , CHORD BLOCKING (4) 3/16'xl-3/4' � INFORMATION WEDGE BOLTS 4 i ��NI WOOD TRUSSES (4) SDS 1/4' x 1 1/2' i X SCREWS i z 2x4 RAT RUN BRACING \ AT 24' O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 - I6d AT EA. TRUSS JOINT 2x4 BLOCKING 9 24' 1/2' HIGH STRENGTH OR O/C W/ 2 -I6d 5/8, GYP. WB W/ 1 3/8' TOENAILS 10 EA. END DRYWALL NAILS OR MASONRY WALL DRYWALL SCREWS 1' O/C CEILING 4 8' O/C ARCHITECTURAL FINISH WALLS MOISTURE BARRIER 5/8' x 10' 'J' BOLT 48"O.C. WEEP SCREED TYP. TOP 4 BOTTOM ATTACHED COMPLYING WITH ASTM C1002 FOR FIRST DIAPHRAGM Ei(T, WALL CONN, BLOCKING, FASTEN WITH DBL. TOP W/ (2) 16-d TOENAILS 10dx3' g 4' O/C STUD WALL BLOCKING g USP HTA20 OR EQ. g 6 -0 O.C. TYPICAL. INSTALLED PER MANUF. 8'-0 FROM END WALL 9 4 O/C TYPICAL PLATE (SEE TYP. SEC.) 48' O/C NON -LOAD BEARING LOCATION USP HTA20 g EA. TRUSS ALTERNATE USP LSTAIS STRAIGHT STRAP g 4 -0 MOISTURE BARRIER 5/8' OR 1/2' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SPT24 EACH STUD VERT. WEB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT W/1-I0dxl 1/2' AND TO MASONRY W/ (3) 3/1(o'x 2 1/4' WITH 8d COOLER NAILS OR 1 1/4' TRUSS) 5E CT I ON NOTE: IF EMBEDDED TAPCONS.K N LONG DRYWALL SCREWS I0 COMPLYING WITH ASTC1002 SECTION SCALE: N.T.S.0 CJ� STRAP MISSED VERTICAL FOR FIRST 8 -0 FROM END WALL 3 WEBt USE SIMP50N SCALE: N.T.S. rJ�j e 4' O/C TYPICAL SCALE: N.T.S. Sr✓ - MSTAM36 ON OUTSIDE TT M —IN N . ep iA I 1 (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE (D = 0.148', L = 3') OR EQUAL 1p = 0201', L = 4 I/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR NOTES- EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (b) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION I6d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING 5GHEDULE5 FOR BUILT-UP COLUMN5 S SCALE: N.T.S. CJ� C 12 6.9 MAX./ IINIMUM 2'x4' ;ROBS BRACING SEE PLAN FOR OCATIONS) (2) I6d PER JOINT ....,. , .w.,.. ., , ....... 2'x4' MIN. SS BRACING DETAIL J SCALE: N.T.S. 5�J GABLE TRUSS S5 'L' BRACE W/ 10d g 4' O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 55 58 `-CONT. BEARING GABLE END BRACING DE:T741L MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d 6 6'0/C TRUSSES USP HGAMIO W/(4)-3/I6'xl-3/4' WEDGE BOLTS 4 (4) SDS 1/4' x 1 1/2' SCREWS 2 x 4 BLOCKING WK2) 10d TOE NAILS is EACH END 24' O/C (TYP) \BRACING W/(3) 10d x 3' • g EACH CONN. 9 24' O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT, WALL CONN. -s NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S�J ADDITIONAL INFORMATION. 2'x4' OUTLOOKER 6 24'— O.C. W/ (2) 10d PER JOINT USP HTW20� TOENAIL- W/ (2) 16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. PROPER INSTALLATION MAX. 8' S REBAR (TY "L." 5R74C ING RE:OU I REt-IENT5 STUD SPACING NO 'L' BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'xfo' (UN.O.) 'L' BRACE 24' 010' - 3'-0' Y-0' - (o'-O' (W-0' 4 GREATER SCISSOR GABLE - (1) 2'x8' *2 S.P.F. a EACH VERTICAL AND (2) 21Ix81I FULL HEIGHT 6 DIAPHRAGM BLOCKING NOTE: 1) 'L' BRACE MUST EXTEND AT LEAST SO% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 10 4' O/C. GABLE END BRACING DETAIL 'L' BRACE W/ 10d a 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: 3/4'21'-0' GABLE TRUSS - - — = TRUSS VERTICAL SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' ADDITIONAL INFORMATION. (2) 2'x8' 'LI BRACE FASTENED WITH (3) I6d PER SIDE SCISSOR GABLE 'T' BRACE AS PER HIB 91 SCALE: N.T.S. \,25/ FILLED CELL IN5T74LL74TI0N �4 SCALE: N.T.S. 5 OVERLAP TRU5S BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES ro OVERLAP WOOD TRUSSES MINIMUM (2) I(od PER JOINT \-MINIMUM 2'x4' TRUSS BRACING TRU55 5R74GING OVERLAP DETAIL m SCALE: N.T.S. SEJ a EACH STUD END JACK II'-0' MAX. ti /o WE Lu CORNER JACK , Q >x Lu O u UPLIFT CONNECTIONS - HIP FRAMING ING C1 LU D 5� 20'-O' MAX 20'-O' MAX 'X' BRACE SEE DET. J/55, FCONTINUOUS BOTTOM CORD BRACING 2'X4' MIN. L i klq III � �Illllllllliil � NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING g THAT MY BE REQUIRED 4'-0' O.C. MAX. FOR 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN t L AS PER BCSI 1-03 SCALE: N.T.S. 5�J SCISSOR TRUSS 2x4 BRACING is 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d is EA. TRUSS (NOTE. BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING SG I SSOR TRUSS W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S� 12 6.9 MAX. TOP PLATE WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION ]EDANSCO ji ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 � o Lu Lu H z 0 — Qjrn� z Co %Q Lu M C Go i na°', IQ- m o z N E w W3~ W z ujCD Lu Z = W 0 U Lu 2 Z Q 3 O 0 p U Z o- Q Z) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTI ON R301 FOR 119.9 MFH , 3 SEC. GUST, EXPOSURE "C ENCLOSED INTERNAL PRESSURE COEFFICIENT = ±0.1BI WIND ZONE I2001 EDITION, INCLUDING 2D0.5 & 2006 SUPR.EMDMI. THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AM SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ®2007-THESE DRAWINGS AND DESIGNS ARE ME JOINT PROPERTY OF DANSCO ENGINEERING, LUC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 H. HUYNH, PrTHUY P.E. #60122 Ej IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: r I EE 1720 SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S5 (U 5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) ARCH2x FUR Ws 0 lb' O/C (AS REOV) IONLYGT) FINISH bc4 P.T. BASE NAILER (AS REGIV) 4'x4' INSPECTION PORT 31/4' BASE BOARD (AS REO'D) AT EACH FILLED CELL z TYPICAL. bxb A41111.4 ULF NOTE: OR FIBER IESH _ MASONRY WALL PROVIDES N 1) PROTECTION PER UL-U905 (AS REO'D) MIN. 2500 PSI CONC SLAB STD. 90• HOOK (SEE DETAIL ON SM. 53) a ° ° ' 3 1/2MIN. o ° _ I 311/2' MIN. \/\ ,. n 4 e . TYP. // • . •. •.. a° \ SEE IA/53 FOR ONE STORY 4 // 6 MIL VAPOR G/86 FOR TWO STORY REMF. INFO �j�4 �ON� STO /�\/ BARRIER CLEAN POISONED AND COMP. g" 2'-0" (TWO STORY) 8" SOIL.(95% MODIFIED PROCTOR PER ASTM DMII) 2-HOUR MA5. FIREWALL W1 5TEP 5ECTION rA SCALE: 3/4"=I'-0" S(0 (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 14.12. 12 PRE ENGINEERED WE) TRUSS a 24' O.C. MAX. SHINGLE ROOF 15 LB ROOFING FELT (SHINGLES) HURRICANE ANCHOR s EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. NDER EA. TRUSS TO OUTSIDE OF WALL. 1/16' O S 5 FIRERATED OR REG ink 2X4 LEDGER e 48' O/C MAX. VERTICALLLY NAILED TO TRUSS WEBS WK2) Sd (TYP.) 2X4 BLOCKING e 48' O.G. MAX. W/ (2) lbd TOE NAILS is EACH END 4 GLUED TO ROOF 15 LB ROOFING FELT (SHINGLES) SHEATHING 1/16' O.S.B. SHEATHING UND. FIRE CAULK---, r2' CLG. RUNNER PRE ENGINEERED ROOF TRUSS IS 24' O.C. MAX. (2) LAYERS I'x24' PROPRIETARY TYPE 'X'--,,GYP. PANELS INSERTED BETWEEN 2' FLOOR CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2' FLOOR RUNNER W/ 3/16' DIA. x 1 3/4' TAPCONS s 16"O.C. STD. 130, HOOK NOTES: (SEE DETAIL) 1) SEPARATION WALL IN THE R_3 MIN. INSUL. PER - ROOF SYSTEM PROVIDES FBC (2004 ED.) 2-HR6 PROTECTION PER GA 513-602.IABC.1.1 ASWI000 (1) 05 VERT. IN FILL- 2) MASONRY WALL CELLS (SEE FILL PROVIDES 2-HRS CELL PLAN FOR PROTECTION PER UL-U905 LOCATIONS) (1) 05 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) \ (2) 2 X 8 P.T. LEDGER W/ 1/2' X 8' TITEN HO s IV OC (2 ROWS) PER ROOF PLAN SEE ROOF 3/4' PLYWOOD DECKING GLUED AND NAILING SCHED. ON BHT. SNI NAILED W/ 8d COMMON s b' O/C Q ' FI 1/2' HIGH STRENGTH OR 5/8' GYP WB W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCRWS. 1' O/C CEILING 4 8' O/C WALLS 1' P.T. NAILER MOISTURE BARRIER STD. 90° HOOK (SEE DETAIL) R42 MIN. INSUL.- Ix P.T. BASE NAILER (2) 2 X 8 P.T. LEDGER W/ 1/2' X 6' TITEN HD e 16' OC (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ ad COMMON e (o' O/C EDGES AND 12' O.C. FIELD 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL 1/2' GYP. WB. OR 3/8' PLYWOOD/TYPE 2-M-W 055 (DRAFTSTOPPING) TO BE NAILED W/ Sd COMMON e b' O/C TO ONE SIDE OF `v FLOOR TRUSS FOR AN -It AREA <-1000 SQ. FT 4 SEALED PENATRATION R42 MIN. AREAS W/ FOAM. INSUL.— DRAFTSTOPPING SHALL TOP CHORD BRG. \ DIVIDE THE CONCEALED FLOOR SYSTEM SPACE INTO APPROX. EQUAL AREAS. 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR 5/8' GYP. TYPE 'X' e GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCRW6.1' O/C CEILING 4 8' O/C WALLS Ix WD FURRIWi ® 24' O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB - (MIN 3000 PSI CONC. SLAB FOR HERNANDO CO. ONLY) AND EDGES 12 O.G. ELD 112, GYP. WB. OR 3/6, ALUMINUM PLYWOOD/TYPE 2-M-W DRIP EDGE 055 (DRAFTSTOPPING) ALUMINUM FASCIA TO BE NAILED W/ ad COMMON e 6' O/C TO ONE " U.N.O. 2x4 SUB FASCIA SIDE OF FLOOR TRUSS I' P.T. 2' ALUMINUM FOR AN AREA <1000 SQ. NAILER VENTILATED SOFFIT FT 4 SEALED -8'x8'Xl6' CONC. KNOCKOUT BLK PENATRATION AREAS W/ TOP CHORD W/15 ROD CONT. FILLED W/ CONC. FOAM. DRAFTSTOPPING BRCS. FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. —(l) 5 VERY IN FILL CELLS WB. (OR 5/8' GYP. TYPE 'X' s GARAGE W/ (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8' LOCATIONS) DRYWALL NAILS OR DRYWALL SCRW6.1' O.C. CEILING, 8' O.C. WALLS 4 4' O.G. EDGES TWO STORr F ARTY' W LITE TEXTURED DECORATIVE FINISH STD. 430' HOOK (SEE DETAIL) -NAILED FLOOR TRUSS TO LEDGER W/ 4-10d TOE NAILS 8'XS'x16' GONG. KNOCKOUT BLOCK W/ (1) 5 ROD CONT. FILLED SOLID W/ GROUT Ix P.T. BASE NAILER ARCHITECTURAL FINISH (1) 5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 4 NOTES) Lu u a 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL 7 FIRE RESISTANT 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 2x4 LEDGER ONLY s EACH. SIDE OF STEEL 'H' STUD (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/ 1-3/8' DRYWALL R30 INSUL. MIN. NAILS OR DRYWALL SCREWS 1' O.G. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES - 2 x 4 SYPn AV LONG SCAB s EACH RBC CLIP W/ 10d s 3' O.C. - SIMPSON RBC is36' O.C. W/ b-10dxl 1/2'NAILS INTO TRU55 BOTTOM CHORD/SCAB 4 (3) I/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION (TYPICAL ON BOTH FACES OF WALL) - I x P.T. NAILER INSTALLED AFTER INSTALLING BBC's -8'x8'XI6' CONC. KNOCKOUT BLK W/15 ROD CONT. FILLED W/ GROUT 4'x4' INSPECTION PORT 9 EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER `NAIL FLOOR TRUSS TO LEDGER STD. 90' HOOK / W/ 4- 10d TOENAILS (TYP.) (2004 ED.) 513-602.1ABC11 6ECTIONt 8 SCALE:N.T.S. Cj�p 3/4' PLYWOOD DECKING PER J/56. USP HTA20 6 48' O/C, d4' EMBEDMENT 8' CMU WALL �KO. BLO K 4 10-10d NAILS INTO BLOCKINGO DBL. K.O. BLOCK PER DETAIL J/Sb. C . M P FINISH GRADE 6x6 111.441.4_J/y p Z WWF OR FIBERMESH P.C. LINTEL PER PLAN. r STD0° NOOK (3) • 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3' MIN. CLEARANCE - TYf= 2-5TORY WALL SECTION U SCALE: 3/4' = I' -O' S' 2X4 SYFn DIAGONAL (45°) SHEAR 5LOCKING6 BETWEEN BLOCKINGS W/ (2) 10d TOE NAILS is EA. END. 5HE AR WALL DETAIL C SCALEXT.S. rj�p PRE- ENGINEERED FLOOR TRUSSES s 24' O/C MAX. 2X4 SYP"2 BLOCKING s 48' O/C W/ (2) 10d TOE NAILS s EA. END (TYP.) 8' CMU WALL 2X4 BLOCKING is 48' O.C. MAX. W/ (2) Ibd TOE NAILS s EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER is 48' O/C MAX. - VERTICALLLY NAILED TO TRUSS WEBS WK2) 8d (TYP.) PRE ENGINEERED ROOF TRUSS s 24' O.C. MAX. SIMPSON RBC is 36' O.C. Wl (o-10dx1 1/2' NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2 x 4 SYP"2 AV LONG SCAB EACH - RBC CLIP W/ 10d is 3' O.C. 2' FLOOR RUNNER W/ 3/16' DIA. x 1 3/4' TAPCONS a 16' O.G. STD. 90° HOOK (SEE DETAIL)- 8'x8'Xib' GONG. KNOCKOUT BLK W/ 15 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC (2004 ED.) 5I3-602.IA15C.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA ASWI000 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-US05 (1) 5 VERT IN FILL CELLS (SEE - FILL CELL PLAN FOR LOCATIONS) (2) 2 X 8 P.T. LEDGER W/ 1/2' X 8'- TITEN HD s 16' OG (2 ROWS) (2) LAYERS I'x24' PROPRIETARY TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. FIRE CAULK 2X4 BLOCKING W/ (2) 10d TOE NAILS s EACH END r2' CLG- 15 LB ROOFING FELT (SHINGLES) I RUNNER U IR z =, E� 3/4' PLYWOOD DECKING GLUED AND N LL NAILED W/ Sd COMMON s 6' O/C Q EDGES AND 12' O.G. FIELD 1/2' GYP. WB. OR 3/8' PLYWOOD/TYPE 2-M-W 055 (DRAFTSTOPPING) TO BE NAILED W/ 81, COMMON a 6' O/C TO ONE SIDE OF FLOOR TRUSS I' P.T. FOR AN AREA <-1000 SQ. NAILER FT 4 SEALED PENATRATION AREAS W/ TOP CHORD FOAM. DRAFTSTOPPING BRCS. FLOOR SHALL DIVIDE THE SYS CONCEALED SPACE INTO APPROX. EQUAL AREAS. (I) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. (OR 5/8' GYP. TYPE 'X' s GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL 5CRW5.1' O.G. CEILING, 8' O.C. WALLS 4 4' O.G. EDGES FIREWALL DETAIL FIM0 1/16' O.S.B. SHEATHING U.N.O. FIRE RESISTANT 055 1/16' SHEATHING 4' ON EA. SIDE OF 1/2' GYP WB " MIN. GAP WALL NOT STAGGERED OVER (1) 05 VERT. IN FILL CELLS (SEE PARTY WALL FOUNDATION PLAN FOR LOCATIONS) BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS U NAILED INTO TOP/BOT. PLATE ONLY 0 EACH. SIDE OF STEEL 'H' STUD Y_ N 2X4 BLOCKING W/ (2) 10d TOE NAILS s EACH ENE) N Q PRE ENGINEERED ROOF TRUSS Ix P.T. BASE NAILER PERPENDICULAR TO WALL s 24' O.C. MAX. 6x6 W1.4xW1.4 WWF R30 INSUL. MIN. -TYPE 'S' MORTAR (TYP.) - 8' GONG. BLOCK (TYP.) 4'x4' INFECTION PORT s EA. FILLED CELL (TYP.) (U LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. ° V W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' O.C.CEILING, 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER I' P.T. NAILER (4) 05 CONT. STD. 90° HOOK -USP HTA20 a END OF TRUSS W/ 10-10d x I I/2' NAILS ON 3' CHAIR 8' \ T-0' 8' (SEE DETAIL) INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2-5TOR)' PART1'WALL 5ECTION PROPRIETARY PANELS (1) 5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT O EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRUSS TO LEDGER STD. W, HOOK W/ 4- 10d TOENAILS (TYP.) (SEE DETAIL) 2ND FLR 7'_S'x8'xl6' GONG. - / KNOCKOUT BLOCK W/ (1) 5 ROD CONT. < FILLED W/ GROUT TOP CHORD BRG. FLOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 5I3-(o02.IA5C,I.I F SCALE:N.T.S. Cj�p 2X4 BLOCKING W/ (2) 10d TOE NAILS s EACH END FIRE CAULK 2' CLG' 15 LB ROOFING FELT (SHINGLES) RUNNER 1/16' 0,5.5. SHEATHING UND. FIRE RESISTANT 055 1/16' SHEATHING 4' ON EA. SIDE OF (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. R30 INSUL. MIN. 2' FLOOR RUNNER W/ 3/1W DIA.(U LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. x 1314' TAPCONS s Ib' O.C. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' STD. 90' HOOK (SEE DETAIL) O.C.CEILING, 8' O.C. WALLS 4 4' O.C. EDGES 8'x8'XI6' GONG. KNOCKOUT BLK W/ MOISTURE BARRIER 15 ROD CONT. FILLED W/ GROUT I' P.T. NAILER USP HTA20 s END OF TRUSS W/ 10-10d x 1 1/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE PROPRIETARY PANELS (I) 5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) FIREWALL DETAIL 'a TRU55 PERPENDICULAR TO WALL E SCALE:N.T.S.rj�p " MIN. GAP WALL NOT STAGGERED OVER PARTY WALL BURN C IPS A5 PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY s EACH. SIDE OF STEEL 'H' STUD 2X4 BLOCKING W/ (2)10d TOE NAILS s EACH END PRE ENGINEERED ROOF TRUSS rPERPENDIGULAR TO WALL a 24' O.C. MAX. R-3 MIN. INSUL. PER FBC- (2004 ED.) 5I3-602.IABC.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-UW5 2X CRIPPLES -S Iro' 0.( W/ USP SPT24 TYP. — TOP AND BOTTOM •WHEN STUD LENGHT — IS LESS THAN 12' USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO HEADER EACH SIDE W/ II - 10d NAILS 10d NAILS m 6' / O/C TYP. DOUBLE 2'x4' CRIPPLE STUD TYPICAL (U.N.O.) READER SUPPORT NO. OF JACKS 4 STUDS REQ AT OPENW-6 OPENINCs 2' x 4' WALL 2' x ro' WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (1) (2) (1) (2) 4'-9' (2) (3) (2) ( SCALE: N.T.S. SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROW6 126 NAILS STAGGERED 6 12' O/C EACH FACE OR 3-ROW6 126 NAILS STAGGERED fit 12' O/C FOR 2'x10' OR GREATER HEADER DOUBLE 2 x 12 02 SYP SDI HEADER W/ 1/2' FLITCH PLATE (UN.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 12d 10 Igo" O/C UNLESS NOTED OTHERWISE 2'x4' STUDS TYP. P.T. BOT. PLATE vFLOOR /BEAM TRUSS 2) L SEE PLAN FOR REQUIRED (3) (2) (3) CONNECTIONS LOAD 5E ARING/EXTERIOR FRAM WALL HEADER DETAIL M 5�0 24' MIN. LAP SPLICE 1'-4' 6' (o I'-4' 6' TYP. TYP. 0 o v 7�1 t 0 0 0 0 — SPLICE BEYOND BPLICE PART. ELEV. VIEW (2) 2 X 8 P.T. LEDGER W/ 1/2' X 8' TITEN HD s 16' OC (2 ROWS) b' MIN. DBL. KO. BLOCK 16' O/C n 24' MIN L(2) 2x8 LEDGER P.T. LEDGER LAP SPLICE ATTACHED TOGETHER W/ 2 -ROWS 10d a 6' O/C FART. PLAN VIEW LEDGER LAP SPLICE DETAIL SCALE: 3/4' ° I' -O' DEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 o Ln w 0mq ageILD z uj" o DO ���n11 o z zN Lu ~ W z o �o F--- LJJ Z = Lu 0 U C) 0 Lu = Z Z Z � 30 Z CL N Q TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 20D5 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE TT IS SIGNED AND SEAL®. SIGNED AND SEALED FOR THE STRUMRAL PORTION OF THIS DRAWING ONLY. 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 MO&THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIffD USE 6 PROHIBIT®. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 I� THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: i/ L IrEe 7 2oog SHEET TITLE: TYPICAL 2-STORY SECTIONS AND DETAILS (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: JB REVIEWED BY: TH S6 I I Qb Z RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ' = V-0' HANDRAIL - SHALL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34' 8L 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2' INCHES. (RE. FBC R311.5.6, 2004 EDITION) HANDRAIL DETAIL 3/4' RISER CUT TO FIT MAINTAIN BETWEEN J" AND i ' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED I STRINGER AND TAPC❑NED INT❑ FL WITH GLUE AT STRINGER CONTACT POINTS E SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 01 x12 SYP DRYWALL STOP MUST NOT TOUCH 2��RkIEiIRSIN KNEEWALL FOR 2x12 x4 tAEWb1GAND NAILED TO STRINGER FOR DRYWALL SPACING SECTI❑N VIEW - SCALE: = 1'-0' STRINGER MUST CONTACT WITH L 2x4 CU1 BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECTI❑N STRINGER MUST MAKE -r-1 rT II I r r'l K]TAr T �./TTu I AAITTTAIr. 2x4 Cl BEVEL DOES Nu I IStHIC IN WALL SECTI❑N FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 4 PT NOTCHED INTO STRI D NAILED TO FLOOR WITH G UE STRINGER CONTACT P❑INTS VIEW '/A" SCALE: 1' = 1'-0' E PT N❑TCHE: NAILED TO TRINGER CE VIEW /D// SCALE: 1' = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BUELN❑SE DETAIL SCALE: 1' = 1'-0" 2x4 GLUED AND NAILED SECTI❑N D-D 3/4 PLYWOOD ON DECK ---2x12 SYP GLUED AND NAILED TO 2x4 2x122x12 DRAFT TREAD STOP GLUED AND NAILE] 2x4 PT NOTCHED INT STRINGER AND TAPCONED INTO FL❑9 WITH GLUE AT STRINGER CONTACT POINTS B SCALE: V = 1'-0' ALIGN THIS STUD WITH FACE OF 2ND RISER i 2x4 SYP BL❑CKING FOR STRAP (SIMPS❑N TAZ15) BEHIND RISER -3/4' RISER CUT TO FIT MAINTAIN BETWEEN j' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 1x4 GLUED AND NAILED -T❑ STRINGER -2x4 DRAFT STOP 2x12 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BL❑CKING FOR PT UNDER 2x12 2x4 BEHIND RISD BL❑CKING FOR STRAP GLUED TO RISER AND TREAD ATTACH ALL COMPONENTS OF STAIR TO CONIC. W/ j' X 2 J' TAPC❑NS @ MAX. 32' O.C. SECTI❑N VIEW "B/ SCALE: 1' = V-0' ,)d RISER TREAD GLUED AND NAILED TO STRINGER \ )RAFT SYP DRYWALL ,MUST NOT ;H STRINGERS BL❑CKING FOR ?PT UNDER 2x12 SECTI❑N VIEW /E// j x12 SYP DRYWALL STOP II 1 MUST NOT TOUCH GISCWW%EWNAILED TO STRINGER R DRYWALL SPACING SECTION VIEW SCALE: ' = V-0" SCALE: 1' = 1'-0' N❑TE THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PR❑VIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS, REFER TO PLAN DETAILS FOR RISE AND RUN 3/4 PLYWOOD ON DECK -,2x12 SYP GLUED Ali NAILED T 2xF4RAMING DRAFT STOP 2x4 BL❑CKI C 1 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL rSCAB 2x4 GLUED AND NAILED 2x12 SYP_ STRINGER-//� I(EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / �L�'PR❑VIDE M❑ISTU PR❑TECTI❑N ATTACH ALL COMPONENTS OF STAIR TO CON IC,J101., 2 J' TAPC❑NS @ —1x4 GLUED A NAILED TO STRINGER NOTE: HANDRAIL SHALL BE 42" ABV. END OF TREAD W / PICKET OFT. P I GKET RA I L I NC7 NT5 SECTI❑N VIEW "C" SCALE: 1' = 1'-0' TOP OF STRINGER C❑NN. TO BOTTOM OF NEWEL POST PER CONTRACTOR FLOOR GIRDER PR❑VIDE S❑LID 1 � x 11 BL❑CKING BELOW ALL ❑R OR NEWEL POST FROM VL JOIST TO J❑IST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO J❑IST, NEWEL NEWEL POST LET INT❑ THE BLOCK PR❑VIDE BL❑CKING POST SECTI❑N VIEW "I-Lv PL LJLKIINLi SCALE: 1' = 1'-0' SCALE: 1' = 1'-0' NOTE: 2x12 DRYWALL SECTI❑ VIEW STOP NOT SHOWN - SCALE: 1'-0' RYWALL J❑INT DRYWALL TO OVER J❑ISTS) STUD NAILED GLUED TO TOP 'E X4 CUT INT❑ RIM AND, LUED AND NAILED TO EARING WALL BELOW RYWALL J❑INT DRYWALL TO OVER J❑ISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE ,5) SCALE: AS NOTED 2X12 BL❑CKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR J❑IST v 7 Q F- LL C 2X6CAP Q 1/2" DRYWALL 2 X 4 FRAME Lu WALL H O z HALE VWALL DETAIL @ LOFT WOOD PICKETS SPACED ® 4" C/C GUARDRAILS SHALL BE ADQUATE IN 5TRENGTH, DURABILITY AND ATTACHED A5 DE5CRIBED IN 5ECTION R512.2, FRC 2004 OFTI ONAL P I GKET DETA I L @ LOFT GUARD AND HANDRAIL NOTES • 1012.3 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2004 R311.5.6.2 . • HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 20041009.11 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2004 1009 DANSCO E ENGINEERING, LLC JLJ P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 i O Ln w Z 0 ei M z C ca ui EWMGGoo zi- _ M Ce E w uj w z o W ) uj Z = W O '5 U Q0 Lu =Z QZo 0 p U Z F- CL Q p TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 20D6 SUPPLEMENTS), SECTION R301 FOR 119.9 WH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SIRUMIZAL PORTION OF THIS DRAWING OPLY. 200/ LENNAR CORP: THIS PLAN MAY NOT RE REPRODUCED IN ANY MANNER WITHOUT WRITIEN CONSENT FROM LENNAR CORPORAnON. © 2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.0 AND THE CUEM ON THIS PROJECT. ANY REPRODUCtION OR UNAUTHORIZED USE IS PROHIORED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: o� SHEET TITLE: STAIR DETAILS SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: JB REVIEWED BY: TH STAIR Z 0 H D co O N 1 LO 1 M V-4 L i DesiIr -n momU-905 Sear,ing *e, ,p d: ■ C !9 a_ o_ s N " ]EDANSCO ENGINEERING, LLC j P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 i o O Ln W O OO � � '--'�Os d z am� 00 Cie _ u cI o z E w W3~ W Z J F— LU Uw 17 O\Q cz / C Lu 0 L.0)CZ Q a' mCL Q THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VALID FOR 12 MONLHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE MICRIRAL PORTION OF THIS DRAWMG ONLY. 02007 THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED LSE S PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FIREWALLS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH FW- 7 qw Z H D CD O O N I N LO I O V-0 L0 Exterior Research & Design, L.L:c. Building Science and Envelope Consultants ERD Certificate of Authorization 0,9503 September 20, 2004 RE: Certification of Independence, Florida DCA Rule 9B-72 To Whom It May Concern: This letter serves to document the following in accordance with Florida DCA Rule 98-72: 1. ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it tests or evaluates. 2. ERD is not owned, operated or controlled by any company manufacturing or distributing products it tests or evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, 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(Lbexdesign.com Main Office: 2412 7'• Ave W • Suits 101 • Seattle, WA 96119 " Voice (206) 467-00 41 " Fax (206) 467.5840 Laboratory: 600 W. Nickerson St " Seattle, WA 99119 " Voice (206) 29a-3620 " Fax (206) 296.3130 ERD East: 2 Mattoon Road • Waterbury, CT 06700 " Voice (203) S96-7804 " Fax (203) 596-70SI Miami -Dade NOA 08-0423.01 M I A M MIAMI-DADE COUNTY, FLORIDA is METRO-DADE FLAOLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAM[, FLORIDA 33130.1%3 (305) 375.2901 FAX (305) 375.2908 NOTICE OF ACCEPTANCE (NOA) Southeastern Metal Manufacturing Company, Inc. 11801 lodustry 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 AW (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 of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name of 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 of the 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 may be 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 of the Building Official. This renews NOA 03.1008.02 and consists of pages i through 3. The submitted documentation was reviewed by Alex Tigers. I40?may NOA No 0Ii-0423.01 Expiration Date: 04115/14 Approval Date: 06/05M Page 1 of 3 EXTERIOR RESEARCH It DESIGN, LLC. Certmeate of Authorisation s9503 WATERBU Y, CT 06488 PHONE: (203) 596-7884 FAX: (203) 596-7058 EVALUATION REPORT 1400 Union Meeting Road FL5444 Blue Bell, PA 19422 Date of Issuance: 09/22/2005 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nleminen, 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, X1`25, XT25 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 Nleminen, P.E. If the product changes or the referenced Quality Assurance documentation changes. ADVERTISEMENT: The Evaluation Report number preceded by the words "ERD Evaluated' may be displayed in advertising literature. If any portion of the Evaluation Report Is displayed, then it shall be 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. 7Z___0 Robert 3.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. ERD East does not have, nor does R 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 Catwgry: Roofing Sob-Caleeorv: 07720 Static Roof Vent Materials: Steel TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Produc Dimension Specification Description Weather Vent Vent: 4- %" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. EVIDENCE SUBMITTED: Test Agencv/Identilkr Name Report 1211ft PRI Asphalt Technologies, Inc.. TAS 100 SEM-002-02-01 08/14/03 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: " /33" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3 K" x 46" opening centered between layout lines and aligned minimum 6 . inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and sot it in a 1/8" thick of asphalt roofing c oment. Secure vent to the roof deck with 1-'114" galvanized ring shank roofing nails spaced gVrox. 8" o.c. and 1" 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 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 minima im of 18 nails per vent. Seal all nails and vent in approved ASTM D 4586 roofing cement. 1"-10" to top of cut out from ridge \ cot size 31/2" x 46" t Base size 24" x 52" �e Min. 12"\down from ridge line to top of vent base -Add 2x4 blocking on the flat under vent base NOA No 08.0423.01 Expiration Date: 04/1s1L4 Approval Date: 061111 B Page 2 of 3 CerUAlyte ovwrrlYtorrzadon l9503 ROOFING ASSEMBLY EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Carriage House Shangle, Centennial Slate, Classic Horizon Shangle, CT 20, CT20AR, Grand Manor Shangle, Hatteras, Landmark 30, Landmark 30 AR, Landmark 40, Landmark 40 AR, Landmark TL, Landmark TL AR, Patriot AR, Presidential Shake, Presidential Shake AR, Presidential Shake TL, Presidential Shake TL AR, )Cr 25, XT 25 AR, XT 30 and XT 30 AR asphalt roof shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Smuon Pit 4LndoLd Isis[ 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: Endziandnauga rvFriters Labs. ASTM 03462 R684 09u/21/2005 Underwriters Labs. UL 790 R684 09/21/2005 Underwriters Labs. ASTM D3161 (to 110) OSCA16778 05/12/2005 Underwriters Labs. ASTM D3161 (to 110) 03CA12702 06/16/2003 Underwriters Labs. ASTM D3161 (be 110) 99NK26506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) 03CA12702 05/27/2003 Underwriters Labs. ASTM D3161 (to 110) OSNK22800 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) 05NK07049 04/15/2005 Underwriters Labs. ASTM D3161 (to 110) 99NK29506 11/23/1999 Underwriters Labs. ASTM D3161 (to 110) OSNK16778 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, C1`20AR, 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. END Evaluation Report 3532.09.05 FL5444 Data 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 instnlction and the requirements ad 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 of the Florida Administrative Code. DRAWINGS ROOF FLANGE NAIL PLACEMENT • END OF TES ACCEPTANCE -FI ' h FLA6HING INSTAL" . �0 NOA No 48-0423.01 Expiration Date: M5/14 Approval Date: 06MSM Pegs 3 of 3 E CarclRceta o/Autltorrz&don *was 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 98-72. 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. LABEuhie: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having 3urisdlction 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 Data of Issuance: 09/22/2005 Page 3of3 MIAM MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDII4G BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1663 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375.29-01 FAX (305) 375-2908 _NOTICE OF ACCEPTANCE (NOA) Florida Matti Products Inc. P.O. Box 6310 Jacksonville, FL 32236-6310 SCOPE: This NOA is being issued under the applicable roles 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 Cade. DESCRIPTION: RVIO Aluminum Ridge Vat 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 of the 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 may be 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 of the 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. r NOA No.: 07-110106 Expiration Date: 01/31/09 Approval Date: OV14M Page I of 3 FI �RE Z W(" F04 TfV1' 11 i ( Q _-ExrvuoR RfseAi�ii & C>ESIia% CLC. FL CERTrKATE of AUT05N7ATIoN #9503 April 25, 2008 Jim Brandt CertainTeed Corporation Blue Bell, PA RE: ConainTeed Asphalt Shingles FBC Approval under 2004 FBC with 2006 Supplements and 2007 FBC Dearjim. Reference is made to our Evaluation Report 3532.09.OS dated 09/22/200S, 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, Classified for wind resistance as ASTM D3161, [lass F and ASTM D71 S8, Class H. Carriage House, Centennial Slate, Classic Horizon, CT-20, Grand Manor, Hatteras, Landmark Landmark TL Ultimate, Patriot, Presidential, Presidential TL Ultimate and XT-251SK-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, RE Vice President Florida Reg. No. 591" Cell: (203)S09-S614 Email: roberWeminen@t initywdcom sult.DlNG ANCE._YAVON MAIN OFFICE: 80 YESLER WAY, SUITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 467 5940 CONNECTICUT: 353 CHRISTIAN STREET, UNIT 13 1 OXFORD, CT 06478 1 TEL: 203 262 9645 1 FAX: 203 262 9243 LABORATORY: 10 MAUNEY COURT 1 COLUMBIA, SC 29201 1 TEL 903 998 6133 1 FAX: 903 900 8111 ROOFING SYSTEM APPROVAL CateEorv: Roofing Sub-Calwarv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions smdrmat Dwription RV10 Aluminum 7 S/t" x 10'A" TAS 100(A) Ridge ventilation system Ridge Vent EVIDENCE SUBMITTED: Test Asian cv Test Idadfier Description Date Center for Applied MTS 257414a TAS 100(A) September, 1995 Engineering, Inc. GENERAL LEorrATIONS: 1. Refer to applicable Building Code for required ventilation. 2. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 3. RV 10 Aluminum Ridge Vent Shall comply with applicable building code. 4. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 5. RV 10 Aluminum Ridge Vent shall comply with 1517.6 of the Florida Building Code (FBC) NOA No.: 07-1105.86 Expiration Date: 01/31/09 Approval Date. 02/14= Page 2 of 3 -FI'ti K stet 3g:' CCONIM (trXi:1 APPROVED APPLICATIONS: Trade name: RV 10 Aluminum Ridge Vent System Type A: Mechanical attachment of ridge vent system over asphalt composition shingles. Cutout: Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable and or hips. Ridge Pole Construction: Cut shall be 3!%" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent scaled with 100% silicone sealant. RV 10 Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the end plug. Apply'/4" wide bead of I WA silicone sealant caulk to the bottom flange of the RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge Vent in place using 1 %2" aluminum ring shank roofing nails 6" o.c., with the first nail I%" to 2" form the vent end. All nail heads and vent section joints shall be scale{ with 100% silicone sealant. Install Florida Meta] 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 of the vent using four 1-1'h ` 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 e� I~ 11211 RV10 Aluminum Ridge Vent END OF THIS ACCEPTANCE NOA No.: 07-1105.06 Expiration Date: 01/31/09 Approval Date: 02/14M Page 3 of 3 LN INSTALLATICA"N . oilli"' .................. WHERE MWTO J ZIRTICA�. sZ?L R La a'.. { � ate; J :a Ua>>,i C♦ \ .:.. .d J a au .:#\Ca•.. _:.. .., c \tN\\r }. Rli �� 2. 4 2 .\ +t ti• { Ir 0000 WAILS wr,4 tiff' i; k{`<r�. %.roC2 Ai \.1FLASHING DETAIL. AT CRICKETKNEEWALL INTERSECTION f`3 :;r,rr3.r MMII.i41M44MNM11#H411AIIIN4F N N Cn U ^� 0 _0 ^W O 20 CD !✓ C6 7 (U Q -2 0 W C O U_ O C6 p > Cn Q _ C � F -0 .� �'/�^� (n a Z Z W J -4-u-so O C_ U) Cod j C:7) 0 CL o O U 7 0 co W ICU a z z Q V J SHEET NO. 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Tim prarNe a 4'4'onduNg Ndireae. alasAd raven Idtp edgehtM mb4'dao d•p edgeh � �,.. ,� ,a u..� ,elm fir ben edge aft r.p.liAg err furs moats 4 (J'(Bw1e II-t6), Asa im ahllgka apkeA Ik dRw-hest risk teapots sHagla w r4T1 AIAFB tAtD01AY1MNC rise 6ycr dwbreN)pMd' err h • fe' z� p east I) lea dam ApgrYansakw4 Sous supaw a .opus trot 4 *eacadw moats (Now 2-8) xb 5' epuseres a be eRNNwtl. aW�Rrwr a.dAM r AR D 1 \o ecb rwrx. t bR to 5' apnea. egatalmr. a Mo wen d M. I'm ravel aikkk Anis wdekp ors f o NaietaaN o on"W ♦E• 9. CvrAinae wove (dFkogb auur shiMdes ebog tk a.a _ �' sa';21z) r.lAArow lbme %$ tk m-7K4m i- wade, a r?pkal r DsddtrdL°mraa Mitts earamo t. Norm :sn a,6�' ea am AMr CeraaeM kit -on Deflsta Nnu�7 _ _ __ r'M D, \ UP TMM 6TRCOURSAB. gM accre,hat ovum, •p ev J, 6 mkrxs whet Ae nvr-bud Shia* ab M fit now sboae tw ors mere padaavv&up wdw taRbeau tk IhAut.* d °era hpped Ir (405 raw Iwet k word °era del raw cost Mesta 4, '�_ _; _1 - ! C - qp -- .ai / (�mle9 and bckdwt tbe doh mvsn. shnatl vet wohashlogle w•hdd star preryaey ld .adawaned,cwleayM bbaor drags srro 6e shwgr sboaa The BydiM-mmeedoaMrdem widgedngp. IMPOEPANI!�iea taeMUiag laei1wk 11.m bss rlRw, wee a uMrsy u l��' Togas l•S,A SYabAl�eaaaw �rMgrGwlsrrbam0y,/an 'OrkU m) Prah(6 R5a')sberto (carat frombids a:O daa AC Paean a am b cam dip b9 Rom m sbw* badhag rid AD the 8M who yce,esd Ae mmk.h,p )a orb cmme(the Unih 1+M d Wharibard or a a e,pddow aatapraaAagshmgkaedr. C.rWd.N Nosa lams IAFTN-17Tr �'T'Q •iF� 1. The lra.rrone shrgftw are rodedtaA laodYari sAinge rim snepan r.bwewlr Reidmtaka abe.,• /i-1; iga6)tnwmar G y e,n cOUrse (fgrry 1I-10. Pyat rari waits T4k'. (k,MdW FaearDewleld 804v "? 'vr 'vj ue- l11we 1/-IA AN90N.."d. , lAwap awl d Wpfe w&vu.A b t,A the hM. 2' cal sill to hrpoap d Rr eta 4i""m:, kgr h*- to 6,.*pland ibins dM 6Naea so Ae ad phone would bye below at k n gripbmoaa ek wraN k)oea mm k �pAerl °ra tk ame rod. APP'hdA rro laye.a It - 2. Ahp b &N-cove sus NOTE: glow Cotedlad 34,A ddu8=F has 3 eapkS noides art bee and d de kedw8 the doe neatu e, 13S 4*641r us"Y ov. , A nNwrY'lskpe, rill tk asps (rose. with t4 bell and loaar edgrs O,adr 60rr 1a/I: I*W4* Qrdoadcm.a 7Aau r A- to had6pwbich an be toed a a garde w lbr•tq the ea-m°. '� a mv. 101 164 Cb*Wll C/RTAINTRBD SWINGLE A►PLICATORs MANUAL CIRTAINT120 SHINGLI APPLICATORS MANUAL Ch.pMll 107 Ito ChOW1l CBRTAINTIRD BRINGLI APPLICATOR3 MANUAL 12S 126 Cepm1.4 CBRTAINTIRD SEINGL6 APPLICATORg MANUAL CBRTAINTIRD SNINOl.6 AFFLICATORB MANUAL c 4-13 129 --..__-_-.-.-_-_-._.�-_.-"'-_-_-,._...-_.__-'"._._ i - m'''e' __-_-__--__-FASTENING .,__..--._._--_-___.._.-___.. �- 131,b' ---t - 1314" - 13Va, , Lax 61,b• E>Y08v5i'rt Preoer frarly Urdr- Den --T 08dYt D;- umee ' PNrr 11.2 AopwedhT,o,w,wWm Ma's lr.L SA..O w. be asdA,k* ecad*fift pee. k1NORIANF: Fv deb 1r4' (19 faro) talk m IkwXm orb ewes gas mlear SA'(19ewa)rwthedak O.dmsed.ko. .L6-g. THREE CLEAN•DICK a lees kir0.1 raw trotgb Oe dal. APPLICATION NETNODS )leas uma be I I or I1 sauge roe* rob, mtroswe ,esabs, *0afear5/4k9,3ma)heads.miukmra5aa)bag. FOR ENGLISH DIMENSION SHINGLES_ LOW AIM PUM MD SLOK losall o rw ads Md laeolk Odell the (.Aa.1a fla4hot. 013AW a. !305 eml _(.Nos mml- ;� 1, H • Tk madud'S'a.Ca,psa, Wow h, Stepped -Of DOI.4] Makd': - •The aRaoea fhrtwh Dapped Of Diagonal AdeAod'; m t M mm 1 yan. I i" (2T emi+- 4 -- _1__ _- ♦ills, akrPaw ",qr-lath, 5ingcC.haa, YerdW hd'mgAkAod." 5aA' (1,5mm) 3 ", or,A,aor., (1►$0- MSE SM-RKK STIPIel"FF �'p T NAiONAINEIIWDf'511UP,SUIOFF') HEMK PROARUW TM OECAI: r... 137f _-+-- ,T1p' 1 h" --I • Appy mdeelaysaw As requbed. Cw=T.d regfJM tea a layer . I of abwRk mdrhymrm be.9plied. For UL On raleg. wderiY +-I' ;�!we; salare t^;a I- . 1- I amh a graenfty r,rlwre4..ApplyAe Mist amwWd. - - - - - - - -'i • xap bo,.md a.d,atW chaYbeus b .Messes AYga.m k r correW Mgaed. s%lae al swtghx 5' (115,m). . STARIgR COURSE: taws 11.3 Geary m(kjiomayj.Nawtl". 1. Vie 401doll'ol Derwe' (10" s W) . a a,de, wwm wd4Wng of the Amgler him whkh me Nmer 5" rah ewe hen reamed STNP SLOPI (Ft - I t-6). Rw.,,+- the s J6n. -1-, . alb ld he txerer, rods wed M,pmvd aph.k,e.6ngcans- to,..ry tell nrlu. ap sash w the crnedwel d, lm1 shrike 0 W¢ 11.4) Aphw ndlsK Cesar. MOdfOg 4STN IM586 �_ _ _-.. -3.5%9 5 mm)_ _---_ _ __- Tpe It is suggmd. ru'l Ierpn, Sark: GI Tops T•(f awl ((��-'_�' - I use .rely t^ca eso, n`i - •• {Ygrt//d iWaAnwb>bAwdr by-ou"d ken 5-Nbt �RFelkp Cnhrr I Wit__...__._ 2. Nell, we V rites Imgh d'ihe fuel strut-mlam shwge Irnd Aco'r. (25m )spascfa,*11e. &q~ Ab,W* It the ewer A wraa d Ik rod -Move sure tar urdeod1!Ara,or fak.4'ko.1hargerp both relax ad ems d drip edge is berg Atoo,/I-e taef.v-4 dwa she" gragmd erawl- d*. urd t..>n nit wg d.P edr, mete me mrh-R r. -CAUrMN: lsnssi. owe d rvofmp, ream Coo nose dclngla 3. Cuero- enh fel-kaiak saner mwse A.&I a sk" me ears w b1sur. (Ngme 11-7). MINI WTI ACAS 1ST COIM, Apply. M shade .fit lower left coma d b e 4 Make tabs Be Dab wah Ae edge of the Nitta murae 11 Arwey DO NOT USE STAAPLES. xab/d on fir airs s1'4' will Where b the fiat . toll ad `Su� m raaby, b sr rectum by (Asaafew; rnrver, Ae ortuler help keep oak ram Mmg w high wtda vq m tl-S). ,a me eb ul to sears ere Awgle, b *16,0o., Au fnpkr ea seal each ardle with wear pow d Asphalt roofing tarry. ASrot D4586I*. l tk she d a quark,. NO2W apxed, ba e r out eequaed by C -R-d. 101 lbrPbril CERTAINTIRD SUIR6Lg APPLICSTORS MANUAL 2, W TwwousO 6T0 COURSES: (y FNF-R101, STIPPEDIM 1. (Nit 6' a8 the Id fide d.,W.1& ad to" War 30' pieetovr NAOONAL 11111" .od above fix firs course Alogb. r Due with ,be left edge of the ('NIDAE 1R, FIVE OFP') Neer roman Lire Ae S" bha of fit OIa wmae d4ftk qu%ed Noes (figure 11-8). 3. (del t V 00 the fiN AWAIT d fir mrrd mane. 18- oD me firs '}t. I� •r a j •wro'( ') } Argo of the fourth eatwse, 24" of m, firs Angie ou fir 8kh �1-'i ura• moat ad 30' of the stor Abide of elk ash eaau', Applyach ^ ro ••r I -uh us kb edge a elm with, the p,nira cane (wgwi,11-8). f0` F Wae4 3. knoll fitS.hrle Ash agaww b sus App)ied ro.rsy a ova s: e (era, IT -to- rot A). 1:a MMX: MDX COURSES! As SN Ro up Ae eke, spat b saw T' E4_ T pale. used to fad 0. ba.a rests (FJ_ 11-10-ace B), .) pl :!1I Mash be wurxa waft M Awga. wnadeg Into me was up ww p v Ae root . e' kw.' a+ rest a� aNa� "Y �� '- -a•w ',y Niue fr-9 Hw-bob, ,( 0Peuf,fJfrNgp wl.vo" /"\ . ",,4` \ -1 *o. STARTU COCK=, I. she CrIabIlldSafer- 041". 3W)..,aser ewne 1sU.g LSD =9 \jn',-� \\\w �6 - d doe.roEla hots whkb m, Resist 5' u& hav tees en-W etg.re 11-61. Reausub C be sahaa ou Maser muems skald .�. ,sus \ 6y doe apmAka the eave rdp d m, Tool ..,.t ya♦r' d M'N';,o,a 2.Cu5'ee me kngh dine fired wnerwrtp adppfy be, u(ag ' •\ p,\CF-0 '\ 3FOwe a Ae lower fefl Nmar Ot the rod. TWs corm ship ' w \ a Aosid oveassot,k aka tad seas 1' ".bm drip ,dye is wad, 0' e,4A-vAmmdripe*lSvsdffigaarl/-7. Mo S 3. Contra. with bD{.yph wdreroarse A(og)a dog be ma. Esp' F0 -aw. Fs I� . 1ST COUIM, 6.00 "Semis P' y ppywg A wD ale' * s me a,snem1% ,.,_ 3�3 Mkt \Fw lower k0 cmmer d dye rod. mk dark wkh Ae surer wrem r Fd+•'�.AASey37At- aRD 707TRCOLrR.52: •Otp s. Bry(b Ae sawed ,uax hY � 3' uA de lee and d a Argo sed.ppywg m, 31'piece era the frst< aw ANIK loth with Fare 114, Sanded. Ap, b .4V l ,d, dmArbepeq,a Art& the left edp d the Orf-nwnr Ardt, ad aWetdog (be Dat wuru V 4POW /1-9). Y� - _ Itl- , ', >'F�__ - 2. W soe'cmkv catem, wp wad watAog to emmlh cranes . �\ AouW Nara with a Argo S' dw,wr (off W Ida m4) ma s:A`-' � \, . `. ) to pvv b ears, Ispkm oak wane 5'. Ilas eemplew, a:euon l"ad eaabtlek. tk la s.a,.-.(.be \\. ` 1a-ew7wreptawgcyde. \_ \ \ \ -., 3. Uadl "Sailers R^ a Aran w Fig.. 11.9 tkmR ba Alga \\ ` ` \ e\\ -� spear ik- n tans r "Seeueo 1' This mar k drat bdove, _ s+r 'A"`u_ ,,; 'c w'o" �-`�"F''�!� wmbdov wat mono rio [Magi 12 (-Stamm I"), Taae Senkm M" A1adt-, err w he i'aud�p stem tk "Sea)m r \\ !y, \ ".s s"+` Soup Pamm al - •,ve �,ms �� - r-.0- - _ _". F`s' .-.o:,� 1- 's two. mu rincd cw use sewn. fA'k,ga In the nwdoa hshbw. Ngwua Alpl,hwtl.fN dre,ww.,*-iw Aow.. CBRTk INTRIA SAtNGLI APPLICATORS MANUAL IArp'W11 103 Hr3re s a Tip. -..iron oar" oral ase.f ,Tow rdda °jar roof prat .OI•l (aeeemf) er 6' aprrj, rb"sub.Mgb,. M...W.mrk•Nww7vu.g^wrf�•�'s./be.d&off,.*,,od,.t-. era.-rebenera 01aeub fklbi •W h, D-A.ri-aldAwu-W . Prgmu) BTD mom L27D COL'R58S: IsT COURSE Apply. bell At.o a de beer Id corn. dtbe 1.kWAbedghdtcoarscyaM"11'nBmekEenddaSk2& rod,a6.a.b.mdkeu c are(F(Fwr11,131. and vdrrg Ae 35' piece °ter dr.anA-roars single. t.b with T held edge d The stnatEcome AioRk. ad etpa(p Aa IND COURSC (d 6" of tee 60 and d. sh otle ad W* Ae spasm reverie V (pip.I/-9). 30' pier° awe Ae Arrs-mane ddoge. fluh wbb elk 14 edgy ad 2. sort erha .Mq mvso, ap. aed k.bdkhg the rwdlh eryo�g the Ara warm 5' UeEm 11-12). rN�, rlb a aNAgdr V a0aaer (of Ube kA eod) that be probe mace. Rape, aeh mace V %tau ING Cot4m 3. InseBriew d Ae pore kit aeva dshe dhouto melt 1. Bqw the pp6or. d me,...gft n y akwwvg Ae ,.*a-"Secdon lD^ adwe".A. be daal fist mwrsa d aedhU Aftla red 30' W danfthe AM ad-1a left"*) rbe rrn•pa (fwehw_mvse) Pates.. shuttle' d be way p fit rake w a node cuwr r. PApow each 4. Coadrue worbrob away Dam she bare ewrxs tat pp� y P the 5 un"Itag hell "I es (wr abatr w de dlagm). 2. Par. ee la aMetk. web fir"• barren. l,an•g del ugh,-hwA ah edp wt6staed mtlt lain gtwxglbm COURM: 3. Perin gar 50' pried shwgk •we 1Nr farness. 1. R,lea'te aims f-u-pat, raahT aura rproca,ftm thenowit 4. Tyr Me" aW "witht th,so lm4 Ohm YrAd R7rlig pant. the rrct- rW Ie-nerae.etiore, up the pd. 9ar each ah"ont mwn.w.de seals wa► a tell MW* edsan e.h COMKRKNG TD1 IRFULLIATIM: flbv o se s"ou.Ah a a5'skwde I I I' m ,doe let edd). I. Fee Awtle are w be weed apiar Ae fight ride d applied 1. Caapim caunYa sue. the rod swag hell outake. Angles M eat muse, work p Ae roof boa the era, owe .irked to)Ma a a ore. mraiAldal the 5' -(pease. (3) SM-Mtl4 SIMOUA-C mififA 2 b me cowaa where the fig t-bad dingle ab r the rahrso VERIKAL RAam NUNN dare wat parpaely Ids alwaed, , e"IM $a bhsor wbia* ('mame'1 ah. a .a b awe derow by..eq or 0-* bmdwg, wwdaly a Ae op d the caws IA•b.y , aad*(be aeat tWngr tadmic-A m ben b bui de , aMolle tyke. r-- t__-___-. 3 Apply d bur hwnes b the aemb pined a ogle ad sae I -a( fortm 1. tk free eadd the Ala* tab Above it. I �a 4, w .krow couwa where am sftwga bun aDww de viarle I_-_ ' .a. -- Aatde tabs. akwly apply abr Arse ba"em, b•twR Ae VK 4_ _ as edge re. as �• _ _ ova , 5- Repay thus pr.crdwre (appk' owe Midi <okorw u A aloe) b ,,Gen. h-_,__,- nepklo vroasa-bent `C.°w Ajp,e//.12 Iwe.aagaptty Akda G I*..•& I. The,'NOde caAar- uehud r ppavd kr iwlyaa6,eat ",, STARTILL COURSE: a r4su dud Awes. Uaw.e "dock woven' .etch( txt" t. Oft CmarIfeed Vasa- (tar' . 361 ear a wart eanx w 1" (w which w shrgle, re food side y arde tp be -D e, NOT d des aMarrles ran wbab the Irma 4' aebe bare ben ra.owd acoaaNaded her to, A w Is" A hmawaaw pa ,m', (pigs I l-6).ReomMer, Ae aa�hn. ararr er,av, sAould 6r 2- 0 is erry imponmt io fnwm she ad d Ablgk. P,Wst, r cbx a p„saMe w sk emaedu.16,-I. NaWag bob a loft asyb a at no took w a toosence. 2.Car 6`of be luto d me AWN staler ap ad apply des JII' ash Nor pats poet a tlx lower 14 cmMr ofAe tool. -RA Nina Mp arWd everhwg,he rd.a ad emn 16' aba dip edge b used err 4.I' ./ten m dap edge b used. 3. Corm. woh kdl-lnpb AM -strip SbBeo about the care. _ .__-_____-.-_________.-_..__.______._.-.dIb__._______-.--_.�...--___--_-___-_ HM'S a lip... A'se er Jbe 4bgaajom oar bred: bef6ye",,W.S*f.0 -wilt barer. ft wV emdt lo fAw A..r plaosivg eoloe bbodr as rkjUaW p'f --__-___-,.-_T-_-...-----.-.--____-- -_-._.-..._�._- CIRTAINTINB SOINGLN APPLICATORS MANUAL CbpNr11 105 THREE CLEAN -DECK APPLICATION METHODS FOR METRIC SHINGLES bWal ou sew mot ad wavdi nwA the Idlovng make&: ♦ Ssaae-Cue A Nalod Tbe rat 5 Sk91ri'Od URs'rel 1'tadra SS�k'Yemod":) • The .k.- "I* Cream, Ra-wd, 6lepped-Of Dine I xdhad"; or ♦ Tk Aerua "Del -TA Mnbod" SEYDFCOIRSE SW S7NPM4W NAGOIML MEDDD mom SS" ANTIIOD) PREPARING T9II DECK: ♦ Apply ea,ledr,aka a squired Command "Eves AN a r7a d sholll, adarbymes be Spplkd. Poe 13 Ore eNwA mder6y mix b peaaily roored. ppy Sa ad wwrwkkd. v Soap br v" uA "rDc l Oat, Roo to wises, Artie rW be cerreedy •kOeld. E'pore d kin. 55A' (141 �). STAIhK CODR5K: I. ire fenaided Vallee- (to' s 383/n ...Aden mare enoA(- wg d d , abrtleat bah.W del bwer wA lists hers realwed (Wean Il-fit. RewinAtr. the aeama on Naner nevaw should Iw a dam. p.alWe to the uses e* dbr rout N•,i l;,ts 0 mn)�f eve q0 ----Slat--- - 'Uaa sea Ihese-I'., 1 ins, '_-____j______ famrl/-l3AFbvarAo*w1*Aby,wwmWA.ban rrkA 1. N.m, rot beff of a Mb d Ae 1.0 d me flak sean-conra A odr. Msall A s Shia* oe fit loer ld coma d Aa rout. Make awn Asa b )h' ki -rhapil both rakes sod emw d duty edge 6 befog used. Ry.m Ne our,Wag drip del, roe de aeeaagt 4'4'. 3 COW- wee %94-db Sder-maeae Abga drag b eaten. (FANen 1 f-13). ISr GOERSE, Apply a hdl shi ghe a the lower left caner fide rod. take oi, Ae bh wo b dcur d Ae On" miser. a Aa wag xalar o. be eterater strip,Ml when w fk ha�ravx We and help (Map muss firm BAag w hid+ -I.& (Flyer r 11-14), IND TIROUWR 7TD COPRA& I. (u 514- althe Id ado d. shmge ad a.4se Ah 3i V' - PNw over ad char 1k ArN carse 411"k. (a Due with, fi led edge a,k Sea muse ft- 11-14). 106 a. on llsi' oI des fare #mgk d fit thud corm, 1674-aloe firs Abge d rbe fount ,°arse. 22'4' of fit firs.hbge aer the I rb mane, Z8 4' of the ftra shwde of 0v slsdi warx, ad 335/4" of t e fra sbwge ofthe se.eiah roams. Apo each widt a bed edge a See war fir previous warm UYgan 11-M 3 . tmaa fd Doh me Mures . .begs Myra. yapYed os ihe eke, r the mat SCCa2EDING coLweBat Aar tan p p spat paaem red w aut me Oa rut rouser. RMA the dousm wA fell AsoyJea, woArg 6.o Ae ea ve up Ae Tod. MPONEWP. Do err sip ad 0- d i goo covers rime ma° 55w Dar oe mobs,, ad they mmr be a Lei 3- tram b tab ou Ae readaarywg caeca. /awe 11-1[ etpbartbrlkf 7 rwaraa.aaaHwrdepA DNN-0gMS6 FIPE'YI01, Si@"Ifi'm DMOONAL Ml/IpD .aw ova. era Iy s.Y rt ar. ova e? ra t°s' tt- rip. 11 15. aw-CmII. AM-fpdt .f+aJaN-offD ar-wof u " STARIRA COCRS/e Itoe(inadrmdDmr(l0'a3k4'4-)aaS.mrseame.wrAov dlheAMO.6ea.hidtklassarkh-boa.- d iF*ow 11.13)- Demraba, the safonr a saner Massa should ry a der r paolr w me ewa.%a d d. r.9 I OLK r of tbe kno d the fira aster step ad ppy N fit owe ki water d dr root This amer strip, shoed orb Ar tabs ad uses 14' wk. dap,elge s word, ar La rber oo tkq edge, fs trot 3. Crane..0 rI-Iagm wwee-covm Aewk• .I." me mew Faell CIRTAINTERP SRINGL6 APPLICATORS MANUAL HemSaTip...archea/aspeerofnagAuteirwd �ootitoa*asAMsdrr91AenwfCmaarpiouatapurtoasIto raga a.ao es Mae.Awed erfne - Hmr -jabr uhr"W Toy I".l av Mks a 18' v nit "nBrP THREE ROOF -OVER METHODS NF6TRWKna(OWM MTIITNE fOR ENGLISH DIMENSION SHINGLES Sa{�'�-tIOLNARONA.NffFM PSM OR; SI DPR kroOGaF over esitrt spare-Mb -aped acp throw Sehh 5' labs � ad � track ad Mar:. APP11 bP edp aoeR W" the lokwbg at6w& Th, 3h-Count, 5b-wcle, Stepped#DIWW 4o tg mahal d ♦ Me. a tudard apppxb of "oesflo4.' war"Ma" rated 'bo od pplimb s d'sriled belw a onprid for rod" over sw>taMt reap"'earktedwith fit"Sk-Ceuae, Siakd, aged -Of Lphi ro.Aag swagfes of 5'.'4'(125 ear. 33,w) eapoare. Matured bleied", m _ ♦ The JNe a apptemb d "owft'. awAbal okh del _ - 'Towiech, mepp.w Itwp w Meiod"; Tor - . ♦ 11. abi-ee .PPr-1 of "maaNg," ronblod -hi me "W-ova. J,' Srgie9otwauz SeoksA Uxbnv Md6ad." 4 11, p�. NOTE: Nehtw a P,dMW Otis "k Wft".0kob skit M.Oibs :-"'a, ; _ berm..Fjw Ads wdo boa and woks keww. AaatiAL u -.�` all �q;tW . &ecMmd bekr . a ",uy ppkeao. procea art,gn,"" sped erdp afr4c, with a 5' apoare. I IN an cpa* a d�T _ „po, .- ... ers type a sac sbrle, m my..d IO wi b1t Or ON o 60 Cesar - -.4 Is possbk Te do this, sapk•m d Ike rrdYg.* del C.3s bes Ae oM (hike ask i theywoo)d be 1ppd la. thw a le-y to 1z" sew Awda.Tb.P-A,.beaNd.p .Asaafds WaeA "7S °-'b _ . 4%ad A•p. n"oi .. 'tl . LII d . n r" PRlRMINB iNE ROOF SWFAQ i j 1 . 'Aj'C.- `��� ,� tot RNOOftK • Maw At sudan d iw AM tool a mOodl a Poalbk y 1 rrydadow mrd.g Aseda. Spk ad used Aa ell bud" Word I I \�.� robe ad mdeag -Rousk t P(rr. //del S,r(f/, �Atr (F, .Wirt STA1TBt COMM: I. Use 5' y.W Auto -to he and. mewm. To mar•. Nola albwk. Ira tea the t.hs oA a a amMrd taetak dvwgle, Asa es kastrip2' scram Aewpoftk,this ctgr.Para. � � S' r(rteFaue. A1olln an waBdGe Doa.CetaaIeed b 'rove beadmc 3. M 6' eld0aa side d b 8a wank Minis AW wsN.O w urr ,k art awns fib old abiogba a be lows left corset Agre,ff-14 lttur•rt asow-j)h,-.ff R. (A(Pore 11-10). i. Rearrakc b sealot o Ah steals carve raves Ik use do. as ♦ 1ts.god A.wa,old Ake.h.rk AuAbdx,aka p-"Ibkwtee WpdO.wd hb.Idbtdpbadtk Ora sd a"s. mare Ahtlwe data ad pnadr good gautra n MAW wwd • we evam elm yo. apply maoslm-ralwm drip Age Amp Or Wo►ob, .Wcb -W pas a rk no( edge. ales and nen, is -wing Ae edger d the old sken es This.0 4. If yN use rakg drip edge, Id me serve skink rand om ova provide anndnrN a ad*94ft dp that wm help proms wake deetasdOseyes aid ewe y'rt'. R you an M ash? drip seepage ueder ft A.* edges ,4r, bet dw a.na *A* clad our Ae rake and earn y 414" SPACAU MOM Flu tartrmabru Mat fdka,.ma®e ear MI 5. FO A be Corn wears slgYuiy Prefred saw rtdp . ,oyraarfaaereaP aaNiw dsoa paperyPomaded/ evaul Ipr eaawR: bgfw e"^°'r-Arg' 1. The Oral roam r mde d 10" y 36' sNmplev owpl mode y crag 2' elf rk broom d A. uk d,vA , rkhda (Plgwe 11-20), 106 (Aparil CBRTAINTIRD SMINCLI APPLICATORS NANt" 3,AltoftePedgedtes¢ryew lbey bop p(am)'� the 1.oxs,.fftekmb.ftwom rmov.udw*de31'pkm ,Aadbe,hrtlerdtdddAdmva.Makebkdldp over the am muaw r A. berry east d des estagrout alp with me save coon. 3- The, sears. attip Amid ow'I�R the aka ad era 1h' ohs ddp trip t word, a 1/4' who m dap edp r rwd. IND COUIdB: 4. Crswue wW full Iwg6. of ra,ar L¢MVoftk Ie6eadd.hallehough, &abtape4peofter etrWs ")USE d'a ' l2' br a of o the bo o d Ae p p1„ A68= P � 1ST CO:BBA: Tk AeN mix a rode d 10' y M' skrgk.aipw single 6 As, old (IfipNne. Hake Ibe 4NI rage a0p tar Tk rode y aMwg 2' of de bataa d do to e d regular sighs. first-caPne Ian dp (Plgre,e ll- AAp At tp edp -1 Ae grip m they barn up.pAra rise tak d Ile 2. Repeater d be Ira c.wx• (alai) r 3'. AU ae,c„Jfag wptee staples w the aid third rrsMe (p wo 11-2(). apmaars wR daplar eipp®mta d err earn real 'pPaaoaey 5l. AND 71001" TTM COURSES: L kvw the sward coarse y crMwg V d de Id and d a Aisle 31D ANNSI SUCCEEDING COMM a4 alyuNg Ae op edge with to beef edge d the skwgk a the 1. Fm to thkd rouse, cot Ir o1 the kS ate d a fd shwlt rid fu.nh rouse (PWa v Ir-d1). N wbok ab). 2 E9rpewn d the R,a ware (ooy1 h 3'. a see'ce ft eorx 2. Apply A6 24' piece o(Awt k rate me "reread wax, lareans b mpoerre.m dagAks. (k *prow d Ae nYbg roof 5' ark d b tecead wax upoaef. The wp age ofthe rep (rppmsaudy S1, shople,1. Am crux should bar p Mah m des bdwm d The Rh6 abtae d old,loo dew (Nigere 0AW). 3. gar are as shine 5156o use w od Let ands tk sth e m 3, Coe W. deaowi W ulf At Bus 4*. d eat boat, muse uAW hi , w hew Artie moose, (.f b bed erd) thM melba wu lave w Sit wdh , fd ddetk apes oo the serewth mloor. lo O T army I muse omit wo,d,a18' ofak Bop s3wglo of mane I-, 24'dl Aa 4. AIp Aar by tdge vah bsuddd wWod,+. am AM* w mvor far, .W dtk8nt ahwge w cause sm. 5. Thb mnpkln,-.0m.l--b ft,o xrw move° disk o. marar atom, eat sac with. w M" shrgle. Nurse rtpnfwt qdr. 4. Isddl Rd d iogdes egeim der as rpphd mwrsra. 6. loa all WO Awges opm ibex Berm coasts. R®gALN" COURSES: SIM 7maot D 121Ti COURSES: I. Aa Swp pie rak, npwt tk poem ad w sues manes use I. Defie At .i 4 mrae, y mdrs IV of the bell tad d A Adele lhl.* MI. ad applyNg da, 25' Bavc'e emu the,eamb ease Aige, 2. Fwakrevmohxs.dbM,hwles.wmWMfarotosees,p .Hg.desmfitbetedgedthem.Amax(F4Wv1I.21)• the red 2. Sa b sue- ev mew, pb Ad wrLdg (k raft Mares, ova voA a Ai01le 5'sbstr (d elk Mead) tea b Wow crone. COYMIDIO TNE'IBIRID MEIROD' 3. Ahp d (oP aka r� ra& d add sWrxJle. e.pwan d eat WIIN TIN AUMNATE 14'000RSE, HYE4tEN, Burr w wW dapDeae de erybrove ofthe tdsml too(. SINPEPON NAOONAI gKINOD 4, two WI rw-gMe IgdpN 11 12 weems. ('RYE OFL 1WEM UP) [ " era 1. 1 _. 1 SuccaD1NG COURSES: Gd.t p be am- rpa(rk 12-mrprt .. r - ,� .1 PMvm. deasilBerSym'7' ad "M"'p Ae Tod t SSptde uwnea r l C_. r r r laor the adoft wD.bada'o+Wog Dwo Ae uuus p the rod. R 1 .-'-"'f`� HN 9NS n MONOM tm' WRM TM A MUn MI'DKN, SNOHtaNK ,.a ia.aw r VMNGI RACBMK AIM" (umifiD') era: Aar .a oral-.. _ a'W' -l.:+a Ewe. flrwe 11-2P Fr Off IkWa cp...%,W STAMI COMU I: L lac 5" y W A.gla fur Or ai sr coarse. ►u ade A dither dande, Oa tra fk TAs of e( A VARdafd dmee-ab stuck. the as .f . ap r aerom dt'ep doe awe Alegb. Hrca v ears. WUM shltMks use rdabk d many kxa,NM Dm ('emr7eed. CIITAINTBiD SNIN6LI APPLICATOA•E MANUAL Cbtaw/l Fgaw 11.22 ga%.dA.AaA Ae%" I" To elwmk Ae proad, yN Mal rdod roaom a Ike oldac ROOF-OVERNETNODS "k)apexaBMkmbsa.Rptwkv*rdbewwwgedpdte .�NrrrkArdeapbenalmmaeh$0*4iaeasimatwde FOR NITRIC DIMENSION SHINGLES ease, sr•oAly Do fit am br A4 awls, ohYgWa owA wares; b lob coos ary.aridly Moo'be Wk vdpw ofAt, wAi.gk aboa Therese nhAala eaedfor den"W gvkWm-1atoWelsmaw (//gyro 1/-$3) Repaade oobod n "wry ORMb red ark eeew skirts re used for wd Muss. AppRaao s d amfc cote, up the rod. Cnmtim berm 0x Ora Nark carom, Ar raas Ahhgle awe mgRdr dNemoo Abyl , b-M rooauarraded - due b l7tk wed 186- Todd also be raw back, a would de aAt high mNdwodosa6y red Sake raft dwalar rare. 250 ad tat, wed m ou. NOM,0naamdttod9. nearpmwaaam-I,-,he NIPS AND RIDGIS d¢aduto aboree sky seed w be AWNHOW. AD b*WW rube d dwb a des: Dut Awe Ae tep wipe d Ae80ploh Aiogle -lops b boaters edp d a arise dhwde mesa y ben oat I +5', a 1. Ra4 play tk.hinder tp b the bip err ridge a oak ads, Aar 'be" by Aioide, w wed -B- w F"o, 11.23, car Aar,; has Oo* 41.0barkby2'(www)wallowteapwdpdbbob 3.M.heekeapsbyaweghW-kgAAhIMathetabcouotF *I-& w aea •noeiby below a. That del soak ewd of The mps a shown w fWw 91-d4. .----I � . -_ - _ --- - -- _ rpgI -- j� 2' (SO mm) ^-R°lovw.. TITS FOR ROOPIN6 DYER SMOOTH ;I� OR DIMENSIONAL-RASI NITRIC SNENGLES y i� 1C w _ _ + w _ _ �f ' amf r a la "vleeRark m4ow Aar are no dOM war Shavole to l* SI ok w coveter: the asooAwrirm boor Angie Tod the 4aweafmi- boa Awde f-11-ai' LM sob. Ibea e, Apse m M.bcyaboybe w bah Mesa b caa.mop prAkm fo Ae penes d gas oaA (AoSWA--W Duane) ed beaten Oe urn rootaakn w be bmaW ad lk alRmg rod 3.Dim Ydp�ag to Tow N the b000m d a*et MOthr mid :,eaves.Tic gaps lmar a. Aehabe ofAe.hegle berg diOeanl Atake, Sr"; they 4m1 IMt p a "net" QtK* N 1ky a°R)d it a aAkA- w 120m or made b-oak roof met Badgwg tk pps oar. �{ 12' (30.'road"' F Alct, tha sword lmgk r ewe rate S kdt tea deal so wet . amsotrariee ANdr beers, d Ae eater" A°eoamrl aria.. S -'^1 (125adal ,`F \,'�eae\ SaYI11D mom PRONINS '� z0(w es TWO MMES TO Romm �1� romp grta 1. MI =WoGPM A CAP, A STOFIR ✓Ward ON TOP 1S sbtlt ALTWA g/rM TM,W A SOnU SYMI& YAW* AOOsmo Agra/I'm rrodrr. 4'aps.kav 0, ap wedH*. deprule oo Ik Tope d•MIRIe. Tor a oagak4sr.hyTks re pkwnlly gdkx thou Ober gwbate, AYgn. bd law goo 4 To pets I+acN*..Ike ad the spare wma eomgk b tine.t.h Adages wW a welter maxim am wrally elder tha Arne peme proper rkv®g ter tk rip. hip weh..bnr dmadat. e- Nam tad a9 *Mlde whit yes note wateed 0 5%, (5 "4"kw Tk ARes .kwgkL w kerb Ae ow* ad Ober tea mkgmta, Norwood POW from b bwm edge sad V a food ark sWe. art As, kagweitiv eadaperhea)veigw pemia. sbwgbs, arch ,i. Eeeee -01y be 5' ab egbxd ro tk wtaAa be Tor m,Pwre a Corawaadm %wed•' ad Seer 9laW paWuces. (racoon. 2. (:MOOSE A DOEIGN' RAT MASSS UMYRNNMt: a uonea '. YNoa hprme The wesa as d del roof y pplywg roe, #A* fallen wil bead Wes v6adb Eowed�, tkotrh the Aftle warfare lapis. Tk mkk double tap aenpr a rkhrol akwg roof. Amu 3 c,wel sad trope b lk - rod So who Stu crone Eowaee, be was dcabhe ,spa kite berm a voefted ro Ae jab .,bade lmead-tam a a bnm ekma steak. drop pr-before you trod ttm. LW m14 or Avivem t e go "R Induce bebw Qvionfited8 A. to del mars dddBou am -taw Appal to Ae rooRwa, ape lAdpadna Shale- wkh he deep &ad- bear aed mused Ce,abhlwd's DudowlMp" a ace ofCaYaaadk mowed took, makes a eadks tee, prow. kip wd rfiga ape. D 7w'w waalwg over a Mao *At& a Valk "kp Abel,. Qwic limbo Shade- N a eudimdree f-In.VAM% ear a dlaeAdoW.Mode, Mdopookoce a tirl be your bat chdu. CBRTAINTRRD SRINGLK APPLICATOMS MANUAL (R.plrtl ill Please Note Code R905.2.5 Fasteners. Fasteners for asphault shingles shall be galavan¢ed steel, stainless steel, aluminum or copper roofing nails, mininmun 12 gage [0.105 inch (2.67 mm)) shank width a minimum a (9.5mm) diameter head, ASTM F 1667, of a lengfrt to per�trate through the roofing materials and a minimum of 4 inch (19.1 mm) into the roof sheathing, Where the roof shearing is less � a inch (19.1 mm) thick, the fasteners shall penetrate throught the sheathing. Fasteners shall comply with ASTM F 1667. FASTENING twaosiANM UOPF ----_-_--.-._-__..�-_-..-._---- wmfn o FiIMK NIOMNH gad. row 'z' t44r 1z•' 0ec1i ._. T__(-3o5 R")----4375m*- (30seea)--i L7aihud UMer- O w-, � I v m ma) r. 1"o r orl ft-13- Neves, eiA* *a Haft. kgab�6r INPORPAND tar dreb 4'4' 09 raw) flock a Aack t ads mwi p a om 5/4' (19 Toth) ere fix d"de On Ibk- dock, ode aaa p a oar 4 " (12 rr) daer� tk dark MKIR" � Nark wNr be 11- m tt-pp rooO.g rWhI mrroaaa-raWm, RNSW OM ESM who a km 4v' (9.5 sus) bed", led a IuR r (35 mN) wp. Ia.Wibwl,7Rg.%*a ardomiWAIV4-by. 1 1 I7 tar" -im mm)-- (M mm -(n mn)� I.--v (251tan1 I I v (25 mn) ------- Mdmulw 1-aDweLwa She ubnow KnMDIAMIE 13'Pai 13" 131h•. w as " 1�'(343 rtR0 (330 area LT43'nm)-^I RaIM Ron"Tope I PROW -_ - _ Vases 4T-k 11-AW-00"W")MAINFI, !� BACR _��'r_ - ► w Saaatd Snipe OFTOP gmdn-Gina LA1 WE Four r^wu'•N'w0 adheese •6aa lot • abe'k0r ,red Np.w 13-1 S3dthe"g IAMM aeudw.Ntwaard aweslauvoW.Sere+m..ra w-. 124 (kgtbrl3 C/KTAINTIED SMINGLR APPLICATORS MANUAL flt sm ONE CLEAN -DECK APPLICATION METHOD Umd. wr aad tow sport ar apadt pdwtmacu or easy rt FOR ENGLISH DIMENSION SHINGLES wobaad *R*, %e heka Asphpk -oft warns Awk roes - A87M D9,*fte IL Apply I' VW d wpAd too* cewets rda FIYI'C01AgE NANONA/ MIIROD Mel tuna r ad a abm 13" w 13' a beN amA a*. ('SEYRK 1 AIM FO�N WNHtAfR Y 11M DII PS" PDRAALNC 7R6 D61i • AppA'pdedpputurt a spaded. CAOabTeed Now As a h1fr d Ak* rwdal�mm be appled. Tm UL Its ,wag, 17'-.I-.-14si4" 12" ' (305 mm) ?375 mml (M Ma ade l r tarry M*dnd. APO to ad orrMticd. • Snap bmroml ad ve*W crdi0ms to awe "On -1 be easel, ater'eef, tpmw d ,6rpdm v (125 MI. r orm4 Rda I raga t"95 wmw GAMMON: fire d Neer he"noaer aostwds sal' n•aN ie we ub)agwwlo PMOM I., 1• CMM _�-_ 7 er >i� %�� IAIOMARI n 13'h' 13"--.t_I3ele' fW a) (330m) (3afto) - ;••-Ivitm) . i rasrn9 i T I 1 I a.m r4prr 13-R L%a* _A.W1_rpor $ "Mares oelgg-- wtpi pis CAUTION: f4oera" am oftoo* caws caaaaN iiNlkew Mart Prww J.1A sodoofaVe r.maepromaasAarrr*0 •#r*ft*. SEAMEN COMM- L Ira r-WI N Shen (pleas W I Wt, or meeamvddaee- fib sd(aeolg Ab1de "it b loan 3' Mb palbus Itaoved w pou* Soft Awl a ft as 7• w bath' OWV 15.1). I,r,---_3g" (915 mm)- - __ J Pw Loan -I 3una SwQ1. 7^(tEOraa) 1 Remoeel these piertt onsI _____________.I__ ____I Aar°137:.4r.&a Aaati.byawraregrbtoww Y.k 2. F.dt Oanever,allYhwmowead dbeartierakble. 3" ApPiN f e 2W piree to tk I.W Meorua ofIhe Tod. Mokspa Aaro w M" .-hanq tie eke .d eaa+d drip a* 1. bSt L" If you aro am ow" Op -*, rear:Ik -&bar 1r4'. 4.0 hAAN' 1.% 7'.de prteralwoo. kr Ae rare fib coax CIRTAINTRBR SNINALI APPLICATORS MAROAL aWW13 125 P41ww 1.1-11: Ahfaaeafdmd-stalby dawbk CBRT'AINTIND 9914CLI APPLICATOR'S MANUAL CNarl3 127 IST CAM=! A" a ME Argo r Ae lower bell coma dtk (NIMNEY FLASHING rod. Melt tlr lower edge wed bi eye SeGerh ardt Ae Aps d thus mister Mo (Pon 13.12). 7YD TffiM7rR 57R 000R6E& Mmy R Era tMr1 CUMONI Fain to follo► M�rcdw Apr t-5 bd-MR great pkftWe day t.Dek" ad mo ram amahw peksal z'(50 Mrs) I 7 " s. 1. Or54 dirk tddte ra o IWade 1)kce M War Ld dos f r AI ' ( 780+m1 woaali T �- ADnanum' Ia. use Applyb 334 , (34%, br La uwa) loot piece our iy( ism) Md *M b Rrsom *it*. Love the ben 514' M poNka Mori w d 1 t &*- *iqk OV-d (Prow 11.12). 3.Cut uah' ofb Bar finked elm Said mrsa ad meAbe, fro �1313!SI*A.. Vea6of-A-.*.a -= Use''A r maewr Mork dmadm ml LadNue tt.rada. In.. imd be 27' .' (28kc' for LsorlmA Ill lout prom over tows 13/A„ppyabrAkjla.5 aerAr ofAmwka-w.wI Nab IM //u/fr t n Afo.rxt 4*.. 128 ,Tapm'/3 CLRTAINTE8D SKINCLE APPLICATORS MANUAL Th--.t4 mrsr-pece uses b orb Shadow Ridge (u vet NOTE Park cap Iris . IsTogahparat arid, as d. top edge to lefor(drg 12 udieldual Cps mat m1 corer 30 %rear fuse (33% comer As Feces or Ae ridge bee, Tod no Tooth a° each" bu e/r ket, Mdac) d t Wp m ft*- Rxb LW A tourai.O ape w Okat the earth eYpom Md thodow-lre phaOeM piece's 12- by 12' (Marie rap- Aar 131A' y 97A-) and base (hors 1.1.191. Ile, side reorbas d de Top brag applied should dipped neraers ear b boom edge d the ap Toed pardon. be akpad with Ae I-P edge of the P„A„ l spaded ,ap ArrL141TI0x IN AS POIAMOk j- 12 I.,Appy uP b Dt bM a yge ou"ads, bm tam !-1306nd) --« deb. (,...._6- 6.--.._ NOTE ik IW muse d Awgeo Aodd beat a espee•, d 1 (tow I (INN of 5' (554' br mark) . fuss arm Ae,hk* aP")kite "O a Aw, ad 1. plate. Otherwise. Apetatud watt Ierk could orme a npwd*I**od i*15 The novisrased b ft Mao RtA410, IIaC to me appheedoo ofauvacer over* re.L 'adm Cashing &wda ndp par dtrMly b tk pot dark b,rry.NaYr. 12 v\ � '"T (306mer) tr Nothestm Mgraedw feast'"") �: �g�romb S fop Edpaafk PranOM t r r Cap ha s (iTSmm) Rpotme (BOtn") - _t ewes, WW91- Eng11h DimpMgn ,�rumm)^, - 4_ 475Ag•(25Oem) Air,C Np.•1517•.ypejar6Aout,aASl,aw rb trrwpbre. 2wtJyfee pab.0A,brow,wedatt.kreVAL, rr. i Coo" 2. hat al cap lent g d Ae boom d a* m a elder end dA t7. \ , 337mm) ,WM AFpy a Naar pica Ae ha tc hbtat 5" 15s4" his Nok1rM rr APpmenrw 75/e Newt) remind (Wpm 13.18). Feast to drb a web two ads meTw Edp albs Prrrou9 t7U6mm) bated th" 3' hum to Prior etas. aad I' r Dom -4, ode CApbr35,yf(141pwN) E.peaaes 1 edge. Meb. are bunurs word to 0* mac pa em a kaa L_ -d 1w oeu.r drougt tha declm;- A1eYiC DinaSion MM, To Mar a proper aym.nt won .* wr la s. used, sap a dadk lyre psr*IW w she hp or raw along del bee wbm Fawr134P ere A".A%dp bwr Awe uuK,pm°s6od the sin Leger d me Top Awglea should be. roe sdad*p eukke b A* ra vep uperprssowr 3. Apply, u cap Ala* are de Banes (IV.re 13, 181. and place homes a 5%' (614' br otrrec) up from del "posed bawd r Aa sed I' m tom a.& side. Nafi oust Ad be Maned ou tb (tm"j°) - t OWtkd nof. AI .y1 ke& mot be drive tr .* wed oat oa tAawp Hsm M Wo dt dirge Nabs. y nzd10) ! F� y 112Y` I I. _ - � r,;; Pam'~^ *-.er _'_�_:-�� _ // \\ Few /3�/Ae Aradlap wh•AI1r r Nrrar,retnpmr � � a aa,ae,4PfiWWAuw,, I,-13-20 flmAptg ask he, 0, rwAbgke m bared d*Kwedeskem,fb ieapmat. t3O /Mps13 CRRTAINT91D SDINGLIt APPLICATORS MANUAL -_ �~ ~MOUNTAIN pfrwtoo4'3tarar yo"otAebwal'nlorDa' RIDGE NIGH -PROFILE d,bsepoao.of-Mm e.61Ri %hear AWNthe4'..tr HIP AND RIDGE AC(ESSOIT pore(wMhwa6e,mwtatmeow.*)owthebaar.to-d - tk hip a 7abr, er m sibs sad a da ddge, mettOtiat tk. comer Use Moaaae Wedge a..M Aria w over hVs• riAgn or or red y rppreaawty W ad bethmrg b ausr s►mgk doe; us eta Apr. b m (_ reekrtae w era sn fl helow. babll A ,ad er arcs . Rrl,rx IA@OQAIYC OM has trD cover so IbNar fpee. To o0rtlu `'al'side abom 2' vp bva Ae Mister aha0le's tafbxd boa ct)a moved Marais totaag% and o wtifee, dmigs" PeefaeMes. ad V r tom arch are edp d to Abode. The 8' plan mat was aad appueawe, Ae direWor eaaet be Followed. Melva Reg cut u/ may be used b OWA Ae upp rs, tad d Wp, ridge., "k,a WOO ova) erpo/ate o to wear. Tb prow( tho w o N"L Vpy a kM Mohaeia Eidge sew* Geer the ).soled darer �14pBadoo. Aay war ber .WU,.dy wwrr 4.0, beadug h dmA Ur -nth. ud (arrow; ao plat IW I. Wk- prom 10"Lin. the hip, rMr ., robe. Omb web the beaoa wed abbe .4. d the NSfEII O rod. dkgk. lateral. rot a e.d side doe shagk 8sM" up both rk bo(wr edge eel 1" w Dom rah ;ids edp:. IMl01IIA)aU Ca two.Or to bon e,ch •Ah,gk. NOh Mato wwbvar 13R" (45 ave) long. lot Ae 4° (100 News) $e m.hbr- Cwokgr Appl cure d Ae aoroaa a*, shinbets v tk lap. ,te, pia kwwea 1' (A5 am) a bps ad side dp ad ohm 2' Adlae m rde w Aare LV M MotlwM lidp sbwtles 8', co va R (So Nth) bm row eke (m saes) edge, nekwg tar de fauna ad faNcvax. Sir k4- ltto the deck or 1U the way dAtwatli. Fes roof bell Moaaia RkAe Alle, place bo- BSA%' (219 Nit) p Iroe us .speed bar edge ad I' (45 raw a hod eeb fide e* W,, MR AM RAIN SWINE PKKATION Appk me prmafy Add reofwg p b i6e Mp Tor ,�, bm bsh sales d the rod eel tronfuA or lap over pus Nde, of mn dha W me wiAh d. Mowmer Ridge able* Asa* Ilat Ao out" MoPeLao Rfdis, sksgles prope,A mars ap wed afire field ddrytka es both ada and Ik Add AN.gir applied *bog hate Age, ew a rak edge fauUmeat, au dw Add Aagla. 8.4 w the tali edge. Apply Moan,alt IVdpe sbltgee "wadog tey A severely •0too Ur rake board. To wit in proper.9pears, seep a ch.R Use prailel to A. Wp, Mr w rake deg Ae The rase Ae alk edge d tk Marsala Ride. "ske Aeald fd. saran 4- 5 Pia, Fswo 13•H: rty,swd,trr4Ppbro.. Here's a Tip... is Tor Mfewps bip sad rNDr esIp *AU* Ns yea bw,A w.in 00 bake A4atee jo Joesom4e w tb mp A-T-wk wbor fores,d (Tte afs Ap Nr*1).. Rieb.0,14 MI ) CBRTAINTIRD SMINGLR APPLICATORS MANUAL CA4aal3 131 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 R 12 W O U) g'� s••1 �, 1 M Co < � v Z a M. Tao N M Q N a 9i 0 Z E M W _j . Z mi O k�0 II- L U UW 2 J OQ CL TWON V) B..� �.e/\/ CL}'� W IL.L 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 AFTFR THE DATER IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STR(1CRIRAL 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 UNAUMORSIED USE 3 PROHIUIIED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: CERTAINTEED ROOFING SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH RD 101 dram DANSCO kmENGINEERING, LLC P.O. BOX 3400 _ 1 Apollo Beach, Florida 33572 149" Max OVERALL FRAME WROTH °- CO . T49' MAX WERALL FRAME WIDTH C1 Phone: 813.645.0166 oQc 21 MAX 36 375" MAX. U O DO 21" MAx 36.375" MAX. `' O DO Fax: 813.645.9698 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT O.L.O. - 37.5" MAX. ¢ N SfDE-HINGED FIBERGLASS DOOR UNIT DLO PANEL WIDTH PANEL WIDTH 37.5• Max. rr N www.danscoenginee6ng.com 6'-8° DOUBLE DOOR WITH / WI THOUT SIDELITES I W/ASTRAGAL FRAME WrDTH 'I Q 6'-8" DOUBLE DOOR WITH / WITHOUT SfDELITES w/asiRAGat FRAME WIDTH O cn CA 25948 -- 7� LLJ U - E= W U I Z�7 Z GENERAL NOTES ® ® ® W W I Y�I ® ® ¢ w GENERAL NOTES 7 EVALUATED FOR USE IN LOCATIONS ADHERING TO F- Li W Hu W THE FLORIDA BUDDING CODE AND WHERE PRESSURE Z ) EVALUATED FOR USE 1N LOCATIONS ADHERING TO ltJ THE FLORVA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LV O I-' REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ? I~-. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ ,I I-- O O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED Z H,.) -J DOES NOT EXCEED THE DESIGN PRESSURES LISTED O J r ^CC z� i 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON °o I 2 HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS REBURIED. m CO (\ Q OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIULLIIES = >< C T 1 3. PDLYURETHIANE CORE FLAME SPREAD INDEX OF 50 2 < Q I W cix> U i AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _ U 3 POLYURETHANE CORE =LAME SPREAD INDEX OF 50 = -r �+ t POLYSTYRENE CORE (LAME SPREAD INDEX OF 15 J �+ p . AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EBa 4, n W I AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84CS 0 _ 0 4 PLASTICS TESTING OF LITE FRAME MATERIAL: m Q 1 4. PLASTICS TESTING OF FIBERGLASS FACING: `"Ln TEST_ DESCRIPTION DESIGNATION RESULT �` n• I TEST DESCRIPTION DESIGNATION RESULT �` a SELF IGNITION TEMP ASTM 111929 6w 'F > 550 `F ' t SELF IGNIOON TEMP ASTM 31929 803 'F > 650 'F Z RATE OF BURNING ASTM 0635 t.70 IN MIN 1 RACE OF BURNING ASTM 3535 0.79 IN MIN SMOKE DENSITY ASTM D2843 69.Bx I li 1 SMOKE DENSITY ASTM -02843 48.9% O N TENSILE STRENGTH• ASTM D638 -7.48% DIFF TENSLE STRENGTH- ASTM 0638 -73a DIFF 24 j COMPARATIVE TENSIL= STRENGTH AFTER WLATHERING ; 1 M 4500 HOURS XENON ARC METHOD I �- N yyyy 5 PLASTICS TESTING OF IRE FRAME MATERIAL ! ! $ u W Qol tttQQQ U- Aa},+j TEST DESCRIPTION DESIGNATION RESULT `y N J _ 3 a m M -• g 4t SELF IGNITION TEMP ASTM C1929 680 'F > 650 'F a ,y o ? RATE OF 9URNING ASTM D635 '.10 :N MIN �I 8 O r JCNI p % SMOKE DENSITY ASTM 02843 69.6% 0 1Go DOUBLE_ INSWING UNIT WI1D I7 S a a. 3 TENSILE STRENGTH- ASTM D6.38 -7.485 DIFF DOLJBLF lNSWTNG UNIT W/STD IT S = ILLco + • COMPARATIVE TENSILE RC METHOD TH AFTER WEATHERING - AddM�Ib i m 4500 HOURS XENON ARC Tl100 1 Z �Ii f00 O AFMo._NTooLI(0 (wrn �nC00 CMIedoUh Z LO ° � W _J3~ inn ®® ®® ®® ®U ®® E3 ®® n® ®® ®® ®� ICE® ®® ®9� 00 Z o ;OD 00 00 UD; .00 no: ;Do 00 00 00 00 0� 00 00 00 00 Do 00 00 00 ► 00 00 00, 00 00 00 00 00 SINGLE DODk UNIr DOUBLE DOOR UNIT SINGLE ODOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES j SINGLE DOOR UNIT DOUBLE DOOR UNIT S�ysrLE DOOR UNIT 5)NGLE DOOR UNIT SINGLE WOR UNIT W/CDEI ITFK DOUBLE DOOR UNIT W/4DE ITES WITH SMEUTE J9TF RIDF117 Z WITH -SIDELff WITH SIOFLI7E p ' z WHERE WATER INFILTRATION PERFORMANCE IS _ HERE WA IN ILTRATION PERFORMANC IS -- - -- DESIGN PRESSURE RAZING REQUIRED TO BE 15%G OF DESIGN PRESSURE DATE: 7111105 � TABLE OF CONTENTS DESIGN PRESSURE RATING REOUIRED TO BE 75R OF DESIGN PRESSURE DATE: 5 25/OS 1 TABLE OF CONTENTS Ow G MAX WIDTH INSWING OVTSWING INSWING _ _ OUTSWING fir. _ CONFIG MAX WIDTH INSWING UTSWIN INSWING OUTSWI OUTSWING• _ N.T.S. sFxE: N. T.S. SHEET N ULSCRIPTION % 3 .5 +76.0 -7 + .D -76.0 +19.0 -190 +55.0 -55.0 SHEET i DESCRIPTION % 37.5 +70.0 -70.0 +70.0 -70.0 +79. -19.0 +70.0 -TOLD +70.0 - 70.0 1 TYPICAL ELEVATIONS &GENERAL NOTES XX 74 +55.0 -55 0 +55.0 - .0 +19.0 -19.0 +55.0 -55.0 �- m': SWS 1 TYPICAL ELEVATIONS &GENERAL NOTES XX 4 +50. - 0.5 +55.0 -50.5 +19.0 -19-D +55.0 -50.5 DWG. BY: SWS OX or %0 +N -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 - -- DX nr % - 75 +50, - +19.4 -79. +4 .0 -4 +55.0 -6676 ac x: 2 ANCHORING LOCATIONS &DETAILS - cHX. BY, 2 AN H � MG LOCATIONS &DETAILS AN RIN LOCATIONS & DETAILS OXO 112.5 + 0 -55.0 +55.0 - 5.0 +19.0 -19.0 +55.0 -55.2 ! 3 ANCHORING LOCATIONS &DETDRAMNn ND -AILS D%0 112.5 +50.5 - + 5.0 -50. +19.0 -t9.0 OXXO 149 +55.0 _ -SSA +55.0 -55,0 +19.0 -19.0 +55.0 -55.0 j OX% t49 +50.5 -50.5 +55. -50.5 +19.0 -19.0 °� MO' 0wG-MA-FL0T28-O5 j • H{gh m Threshold Design 0WC-MA-FLO124-05 S!+EET I Or 3 --- SnELT OF Lu cc 6" SEE DETAIL 3. - 6' `UI q 6" - SEE DETAIL 3" 6" �N -L 3' -I _ 3" �.` 3""E. 33.. �. 3.. 1 Z N 1 3" 3- rjo 3"•E• 3- 3" 31 z N 0 F-wU I II I1 L 1 `)U 0 ( I I I 16" 6" - 6" I I I I } } -j-- 6' 6" --1 Q znj I 6- 6- 6.• I I ( 1 -� 6 6' I cW�(z / v W II" -1 - W ^ ul) n i+ 7 n n n � L n nix n o- SEE DETAIL Q a SE_E DETAIL O rn Cr ! LJ rn Cr U ( I } �•D � U 1 Q f H a SEE DETAIL p w SEE DETAIL SEE DETAIL 1 _ _ 'Cal C' (�._- - WO W SEE DETAIL III B SEE DETAIL z B o I B SEE DETAIL v 8 w - - "C' - C0 "D" B s m G P H g 1 A B N ( �.i1 - 6" - - - - I 6" g qq U N aiQm r7� ` IJ$ 3^ -I 3" 3- " 3,.} I o o i 3• -_ 3,• 3 } u o a ' 3' 3 3 6' f fi- °sl g" 3 3" 3- 6• -•� f- 6" rc ♦ V a a 6" - _ 6„ 0. m 6 SEE DETAIL 6 r iIi SEE DETAIL �'1 ILO 'F m i F' m I __ _____ � -- THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT M i i APPROVAL INFORMATION ASTRAGAL RETAINER BOLT HOLE o ; ! Z LOCATED ON THE STATE OF ...� #10 x 2" MUST BE DRILLED THROUGH m 1 if10 x 2" f%B x 2-1/2" #8 x 1-1/2 THE THRESHOLD & INTO THE I ; ff8 x 2-1/2" #8 x 2-1/2" _ FLORIDA'S PRODUCT #10 x 3/4" STRUCTURE DEEP ENOUGH ! 110 x 3/4' I THIS tDRAWING APPROVASL�AisEDLFO 8 x 2-1 2' 1 FORA 1.375" THROW MUST BE DRILLED THROUGH } AFT DTHE DAT AND SSIGNE ANDSED FD. 12 MONTHS /� / -- #.D x 1-1/4" #B x 2-1/2" �/?0 x 1-1/4" ASTRAGAL RETAINER DOLT HOLE //f0 x 3/4" ❑ 10 x 3/4" THE THRESHOLD & INTO THE OFFTSIGTM AND SEALED FOR THE STRUCTURAL HIS DRAYNG MY. PORTION ❑ #10 x 3/4" DETAIL "F" ASTRAGAL o �{10 x 5/4" STRUCTURE DEEP ENOUGH #10 x 2" DETAIL "E" ASTRAGAL #10 x 2" DETAIL "£" ASTRAGAL FOR A 1.375" THROW ` ��7-7HHESEDDRAWN �DN ARE � DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT Dow a9s DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT PROPERTY TY THIS DANS OENGI EE04G, U.CA rI DETAIL "D" STRIKE PLATE TO FRAME oR ` DETAIL "D" f 06 X 1-1/$` PHS o STRIKE PLATE TO FRAME UNAUIHORIiED USE IS PROHIBITED. OR AS SHOWN. z AS SHOWN. DETAIL "F" ASTRAGAL z ddawlbww D.IL 7 1 T D5 Ad*AntWA DATE 5 25 os REVISION: 0.962" .L7 `� SCAE: N.T,S. _ Q.962" -�- r� ' DATE DESCRIPTION 1.375' 1 iMlb,�ae,' DOW 995�/� "x•i'^ • tY+c. er: SWS 1.375" l fir. 7 /5- 1 047' R Om ev N'SWS N.- _J �N OR EQUAL •. ± . CnK. W. T 0_-__�-'"�' I� T T aK BY: •:• '+•• :: DRAW4IG NO 7 I EIIE TERmR � DRAWHG NO NSWING THRESHOLD OUTSWING THRESHOL-D OW-MA-FL0r28--75 INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O S THRtSHOLD TYPICAL GLAZING DETAIL / DWG-MA-FL0124-05 i t SHEET of 2 of 3 N F QC --- N � 9iTAI2 3, 6" - g" Do qQ N SFF UttAIL 3. 6' -- 6" �Q � 3• 6 3• 3" 3' Z 92 (n -1 E' sltr. 3� 6- I` 1 3" 3" 7" _ 3" q z + i L I I I I -- { I I I 3" z uJ z VERSION NO. 1 lI I I I I I I I I I I 1 z I" L j I 6" 6" 6" I 6• 6" - - 1 w 1 W� 0 0 n LLI 0 0 io �p IL N N) Ct w o U ( n SEE DETAIL 0. R a SEE DETAIL a I "D" SHT. 2 - - U { (I } SEE DETAIL a SHT. 2 A w } O I dp SEE DETAIL �AJ----I w p W B 1 <. "C" SHT. 2 - W I - - W I ! 1 n W ' o to a N 1 q I e G O 0- 0- B 5 +�a C s" _ o 'a I r t 1 1 11 I I I I I I I '° g z " e o i p 1 I I I I I I I I II ....� 3, II I 0 ma d T. I 3 3-6 _ 6' 3, po 3• .5" --I - 3' 111 SEE DFTAI III- I. I o. a 3 3- 3-6 6" 3" m t "I- SHT. 2 6. 1 F^ 6- i SEE DETAIL m I 6 m ai ''F" SHT. 2 T S ATTACHMENT DETAIL 9 AT ACHMENT DETAIL kn o 1 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, En 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ° SIGNED AND SEALED BY HAROLD E. RUPP, PE o SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) S o (FLORIDA #15935) WITH THE LOWEST (LEAST) HARDWARE SCHEDULE FASTENER RATING FROM IHE DIFFERENT FASTENERS FASTENER RATING FROM THE DIFFERENT FASTENERS ; BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE S BE'NC CONSIDERED FOR USE. JAMB, HEAD, AND 1. JKWIKSET OR SCHLECE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER i SHEET TITLE: THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE iNSTALLFD a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL ' x CYLINDRICAL AND DEADLOCK HARDWARE TO BF INSTALLED SHIM WOOD SCREWS OR 3/16" SHIM TAPACE A PHYSICAL E. 1 so' sHu 2 4T X 4/FULLEMORTIi E BUTT HINGES SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 15D`i_ AT 5-1/2" CENTERLINE. MASONITE SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN • 2 S LOCATION. -_ --- p LOCATION, L1AX MIN -X" 2. 4" X 4" FULL MORTISE BUT I HINGES. _ EXTERIOR DOORS 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM w 2. THE WOOD SCREW 51NGLE SHEAR DESIGN VALUES COME FROM CL -I �- - z l ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT t 1.25�I I-ANSI/AF&PA NDA FOR SOUTHERN PINE L'JMD-R AND ACHEIVEM NT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE: 10�1 `: SHEET INFORMATION: U OF 1-1/2 M',NIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE Ad�IdnbtNMf DATE: 7/11/05 ! MINIMUM EMBEDMENT OF 1-1/4". 11 MINIMUM EMBEDMENT OF 1-1/4". CIl�oefolNn: WALE N.T.S. AditMbMAM DATE 5/25/05 JOB NO.: w TYPICAL IMYLIdBK DW, B,•. SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL ddraldlMl: �: N.T.S. 1 a J. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION p1' TRANSFER LOADS TO STRUCTURE. AeMldElt Dwc. aT•: SWS U TRANSFER LOADS TO STRUCTURE. Cw. en ANCHOR INSTALLATION a.T BY. DATE ISSUED: 09.04.07 Z DPAMNG NO. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. Wa.)c �, w 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LEIS. DWG-MA-FLOT28-Ds I DRAWN BY: DZ J _ DWG-MA-FLOI24-OS UI sir 3 0< 3 1 REVIEWED BY: TH DD 100 JEFFKY P ARNTtSON. P.E. Feluuary -'•T 2005 Product Approval Adminv rator A&A Arnold and Associates, Inc. 1711 W 38,1, PI1ce Unit 1207 ILaleah, Fi, 3-1012 1177 Char Sir OF Ma; A6 a Florida enioneur who perfurnis evaluation services for lSayne-Da)Rlrt, inc. I certify that d have no d l it • cat in the man0° Einar a L.Cr acturLn sales . tTui o W or di,tn La f any ttldltet a na-[tilt n g, P b5 Y o , Inc. I further certify that my mvJvelnent with Wayne -Dalton and rite Florida Product Anntrival prnxess complies with, and OtAl 2lv Sys comply whit, all cntcria as stated in Florida Admilrum-fir'-I, Code Chapter 98-72.110. R"jt.. :J )effrP.L.' Feed zz, a•�S' 4745 SI'ITi.N PARK Cr . S IIh 401 • A<:KSJN UII.I. "r., tl. • IZ224 PII JML. 700-92L S200 • PAX904.79247- 1�MHRTaAIED PAE:. OPTION _ ow MINM.IY SOGLAZNG W ROUND FRAMES SCREWED TOGETHER NTH A 40W A Or lit 13 GA ,:CRIZ ARGUE MOW SCREWS NSTAiIED N TOP OR OTEAYFDIATE SECTION (Arm ON MTIOUT OECORATM RASOft$) MELTS Ar OPM STAR: iJ CA FLAG ARGUE OOLCSIA& SHALL HAW AA MAXIMUM H4 W0 16 GA MN 1 3.75' AND A MAXIMUMMARM Mor T6 NGTH 75' 4ADNG 15 MOT IMPACT RESISTANT AND OIx9 TRACK NOT MEET THE REQUIREMENTS FOR 5/15 1-5/5•� W4D NRW D®R9 grooms LAG $FEW (DJ 3 2 LONG GLAZED PANEL ORION 390' As SHOWN) MW6AAI SO L z. IN HODCO FRAMES SCREIED TOGETHER NCH A YMWY O 00) 1/4-20N/I6' raAa ., PW' SCREWS IHSIAµED IN TOP 7N NOT AD I A-M INTERMEDIATE SECTION (AN OT wT)HOUi DCOOKATM 1=T3) MEETS UNIFa1M STATIC R9W PRESSURES SNMM W Tk1 OgAWNG. PC), NUT A EAW 'B'-1 JAMB BRACKET r -A"` SHALL HAVE A MAxRIUM PRJGHr O 13.TV AND A MAXIMUM IEM IN O 3/'. 16 0A MW VERT -� OLAIDIG a W! IMPACTRF515lAVT MD Goes ROT Met? THEIEOVapOR3 FOR MACH NNp-SORE N8P9 REDOMa 3. WAL OR WOW ODCP STO' RAKED A MAXIMUM O r OC_ OAT a,ERIAP TOP 5/T6a1-9/5 0 AND BOM ENDS OF PANELS MNAUM 7/16• TO MEET NEWTK PRE35K $ SON" AT EACH JAMS BRACKET H. IQY _OLRr. MIX LOCK. ON OPERATOR REQUIRED. 15 CA STPRNED� 5. SECTION PHIAL BE GONSmuC1ED WTH JAYS BRACKETS FOAMED N "M POLnNEMME FRAM RMULOODS CHEMICALY BOMDEO TO 30 CA SEE SCREMLE FOR WARTY. LODATIOK We" FACER SIM AND A POLYCWINATE MACXQL. -END CAP i0 HAVE A MMIMAN 1A AND '1'PE DEPTH. M brie OL'SICT TV,E SUPPORING KEY LOCK ON SIM LOCH SIMUCTAIA naa m SPA- K THE ONE M (NDT gCaRR[L PESPa+51BNtt OF INC PROFESSIONAL OF RECORD FOR THE BALDWG OR STRUCITU E WM OPEP 1OR SEE NOT 47. sum LOCH N ACCORDANCE OR CURENT a1C.aNO CODES FOR TIE LOADS LISTED ON US a yN via¢ CLN01Y. CRAWNG. 7. DODO JIAe TO BE MINIMUM 24 STRUCTU I (ANN :WOR. PEFER 10 JASB C" COWRIE .SUPNrYFNT EW ATTACNMEMi 10 MUPPONTNG STRUCNRE. tlDIE: (A) SECnON STAID a. LOUVER OPTION -.OW "mum DOM SHOft SEE SHUT 2 ALLOW& LOUVCRS N MOLDED FRAMES SERiWED TOE'MER NTH A ON" OF (6) MR U-SM -LOCATIONS FOR (6) SECTION DOORS AM SE �F1• SCREWS MKSIALM W THE no PANGS NOBS 1 MD 2 W TAB OF INC 9OITOM SECTION- SHEET FOR Fdt GLAZING OPTIONS, SUPERIMPOSED DESIGN PRESSURE GADS ON SUPPORTING STRUCTURE MAx 00(N WDM NEICII UkvaM lGAO EA61 .IAMB (0.T) MARK R. BARROW. PE FLaHPA LIQM1SL HiU. 5/36W I A DOOR HEART SE.No. S BRACKETS BPARETS YEASURED FROM BOTTOM (CAM JMe) O raga (ALL DIMENSIONS S 21 9'-0' S 4 I R-,/♦x (a), or (0) (.aa-,,) FIXLOYANC ONEx90N DENOTES SLOTTED JAMB WARRT ATTACHED To 1RAa NTH 1/4-2OMPe TRACK =I MO NOT AS $NO%" ABOVE (a) ro"ORNG OMENSION DEMOTES OPICK NSTAu JAMB SMACKET :.STALLED IA B,'RTER LT ROT NO ADDITIONAL HARDWARE NaR D To ATTACH TO MACK. 1. OW CAZCD PANEL OPTION - .OBo• OURIMAAI SSB 9LA2rNG IN MOLDED FRANC $ SCIRCI ED TOGETHER MEN A W WY Or 15) AA7• wa "w'-ET, W TOP OF NTERYEWATE SECTIN (WM OR WTNOUT pEeORAnVF M�E�E�TS JNFON STATIC 7_SIOV p11rS5URE5 SIB om Us DRAWING. Sopr?/ OL UDNG SHNJ. NAVE A MAJMWM HEKINT a 13.7Y AM A MAxYUM LIDIGM a 16.76•.. a,AL'NG B NOT RPACT RESISTANT MD DOES NOT MEI THE REOOREMENTS Fom 1ND-SGRnE DENNIS REGaPS L LONG GLA2E0 PANEL. 0e1tON - .Ow N11AUHH 55B OLASNO N MOM FRAMES WW*M TOMINER NTN A IAINMJM OF (,O) aNP' SCAENS INSTALLED IN TOP OR ORRONEDIAIE ]ECTW (IIIM a WMOUT 5/16- LAO DECORATIVE' NSER,S` MEETS UNIFORM STATC EESIW PRESSURES MIGNH ON THIS ORAMNG (EADNG SNKL nAtE A YA.OIUM TECI;T O 3.75' AND A MAaWM ZTTH O J9'. CJJAMO IS NOT IMPACT RE9STMT AND DOES FOR HOT IREV THE ROOVPH'MENTS W D-BORNE OEM RECR/S J 3. WRn OR Ro00 DOOM STOP NAILED A TKIP MAXNw a' L' O.C. MUST GVFALAPAND SON ENDS T10 MEL, W-..AATPVEPRESSURES. 7/1e• A. X, SlX1E LOCI. OR DPERATGR UIRO). REW6ED. 5. SECT IC4 SHALL K WMSTRUC-ED WTH roAL1ED In RAKE PQrACMANf FOAM IN9JIA1gN C,4WGA:LY BaAOED ro 30 OA WNMw FACER STUL AND A POLn MON.' RAaGR. END CAP To MALE A MMUH M 1.1• CC,m, 6. T+E DE9a OF rrVT sxA oanNo STAUGTLaK ELMEHT$ SHALL a ME +Er ISSPaJ"3BILn OF THE PROFESSIONAL OF Ra,Ci1D FOR THE BUILDING OR STRUCTURE MD M ACCORDANCE WIN C1RKN7 aetDNO CODES TOP WE LOADS USED ON US I). D..Ow. ] DOOR JAMn ItT BP WNWxY z,M M" STRUCTJRAL GRADE LUMBEM. REFER TO [ , JAMB CONNECTION sovaul MINT FOR ATTACHMENT TO SUPPORTING STRUCTURE. roR AND a LOUVER OPTION - MWMUM .OW µUf1UM LOUVERS N MODm FRAMES scwvm TOGETHER MATH A MNSHOW OF (5) INST., toW MF Ml PANELR OF ME�BOTraI SECTION ,5 GA HOw2 MOLE.. 13 W FLAG MRE 16 CA MN ,DN2 1RACK 5/'. bkl-5 a' LAG (MN 1 AS S)DNI) ro CA MN VEAT raga h SLEW AT [Ala AVHE wrAa[t /a_2pAp/I B' MAa BOLL NO T/4-2p MEK NJT AT EACN A-1 Nro 9RA.GRT La4nM I t5 OA S':FFENED !WB ARAOKFT$ SIT SDIRIOAF iW aMPR!Y, LK'A1MN, ARID 1VPE Low DR sDE Lard aPEsnP1 IEaAMEc urn. AIOR -SEE NOR SIDE :OG( 9AifN FOR rLAW TV' (a�uclNN srouu tNK P StE MfEET Tit U-BM LOCATIONS (5) SECTION DOORS ' SEE NOTES 1 ARP 2 W MS S1EET fiat QAZPIO OPTIONS WOMM 3385 ADD" ORK GA ENO CM JA AET LE DOOR BRACKETS BRACKE"5 MEASURED FRO17. M BOTTOM HEIDIT NS (EAC JAMB)a TRACK ALL aMEA'SIMS + 27 r-O ♦ ♦ 1'4 '(A-1). 8'-01 5 5 IT (a). 7r 34• 4I-,/4' I% er (a) um (• 1) nxL0WM0 oIYENaW DENOTES SLDFCEM JAMB BRAO(EY .rAOHD to RAa Him I/A-2DA/15' TRACK BOLT AW Nu' AS SHOWN A90W. ((a FOaOFin O TMC1m DEMONS WK,K INSTALL JAMB StACKET INSTAUEC W BiY SLOT. NO AGOITWA HARDWARE NEEDED 10 ATTACH TO TRACK. MARK K. BARROW. Hit FLORIDA LICENSE NO, 573M Jai Apex Technology, Inc. 4745 Sufton Park Court Suite 402 .lacksonv(IItL F1. 32224 Evaluation reports are tie opLien of the engineer who prepared the report, based on the SmdfDlga, and In so way constitute or imply approval by a Beal bakdhrg authertty. Ube eoghxeer, In review of The data submitted finds tint, in his oplsWn, the product, nEatarial, sia;*P , or alithod of Construction milimificafir identified in tkis report andoraa with or is a suitable alternate to tut specified W the Florida Building Code, SIi10./h:Cr'10 THE. LIMITATION5IN "IH13REPORT Jeffrey 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 F Wnda #dn9Code. Neither Jeffrey Arneson nor Apex Technology, e responsible for any errws or omesti rs To any documents, calculatons, drawings, specifications, testsor summaries prepared and submitted ty the design professional or preparer of record who are listed in the Substantiating Data section of this report T 2 REPOR Nil: YJ021A'T60 CATEGORY: Doors and VVindows SUBMITTED BY: Wayne Dako-1 Corporation 3395 Addison Drive Pensacola, FL 32514 1. CERTIFICATION OF INDEPENDENCE Jeffrey P Arneson, the r:orida engineer who prepared this report, and Apex Technology have noflnancial Interest in the manufarJuring, sales cx distribution of the produrtA ncluded in this report Jeffrey P. Arneson and Apex Technology complywith ail criteria as stated in Florida Administrative Code Chapter 98.72.110. 2 PRODUCT NAME Models 5120/9100 Garage Docr Models 5140/9400 Garage Docr Model 9600 Garage Door 3. SCOPE OF EVALUATION Structural Transverse Wind Loads Ill, USES Mode15120d9100. 51401'9400, and 9600 garage doors are used for residential applications with specfied allowable wrid pressures. Pape t of 5 Wayra-DAtot -BM NOTE ex SHEET / 2 FOR U-BAR NBIµUnON Dom �� 15 CA DKRATEM STILE FACTOI ADHERED 1C CENTER CF TIP SECTIN GA EMD CM _-s MODELS 5120/9100 s EET 1 °F DRAWING PART N WNCL-OAD SP-ECIPCATION OPTCN CODE 022R 318958 ITFCAIION METHOD M CID PANT TO WED "UNDER. 3/D7/0a ADDED SUPERUPCWED ON PRESSJIE LOADS wPPOR,ND NDIL (57 COTTER HNKES M .DINT REWMLD W DOCr VOMS wEATER MIN If-e. (3) CENTER PROMS PER Jan. REOURED W DOOR "Ems LESS MM OR Eatµ TO ,r-fir SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR NUN 'CQDooT UNFORIM LOAD J,CP, 3M19 (l) fIY-cr +i 4 -1360 14'- YAyI AIL -' ,,07.1 -I190 W-a ALL +91.6/-IOLO ALL -0 -lb.0 -i IPACT CrCUC RAZED -,Tvsmo) No MAX $ECnON ,EDM, 7,' EKMED 4 /05 w MODELS 5120/9100 �T OF 2 DRAWING PART NO. REV, WINDLOAD SPECIFICATION OPTION CODE 0229 318959 P4 13 GA ACOUSTABLE TIP PI MM U-BM 01" AMORAL Ae RXTRE ATTACHED 10 wM THE (6) PRE-PUMOIED NE-P11N0 HOLES \ N 90TRM O U-RM Hn re EAW ElD FANG UP•MAE) AND ATTACH r1RU pip CAP AT wM 4n 1/A-1A1M/M' EACH END MITH (2) 1/4-,r7A• CRIMP sCRitE SELF DRUM CRMPTE 9CRt'WB 13 CA ROLLER SLOE ATTACHED 10 FIRE-PUNCIE HOES N TOP a' u-ant WM (1) 1/4-TId/B' URPiEIE SaSY6 PLACE J-TM OVER INTEGRAL 0B wM THE (a) PRE-�Pl1NCNFa HOLE$ I E74 Vat EWNC IIOLW YIX TO CMLRE PROPER AUGIOMT T O ROLLER$ fA IPNAAO AND ATTACH THOU LID CAP AT EACH END wM 2) 1 r14A7/5' is GA 1"M ATTMOMED / SELF DAI CRAPME U-BM PLACED OVER la+ MOVION SMALL" 'T MITH (4) ,/4-1♦KS/B' OF ~ftV rwow K ATTACHED TNiJ END GAP AOPTION ECACH . FA.rORY(2 F DRa.IINc aND W1M(� 1/A-tM]/6' SELF ATTACHED) -- OMMPTR SNEW !0CA1ED W wrNM nN1aE Or ME W9AR 2' "RON SILOOT H" DUE TO CLEARANCE$ REQUIRED TO INSTAL MI Ar Pit ORTS OF TIL DUOS ROLLER • S1FR U-BMS ALL U-BARS SHALL DE INSTALLED W SECTIONS M OR TO .----...,// DET L e atnra G RWEER StOt9 AND TOP A'xnw W ME U-BARS sm ATTACHMENT NOTES ON 'I" SHEET. a w NWO A -so PLACE U BAR OwA WRGBK Re AND ATTACH WTI (6) 1/A-204/0' WITi (2) T/r2016A' owliit 9aPW9 (2 OF RHIW MI FACTORY r3nW'mF SMW5 mmu PNE-PINEHW Moos AT ATACED, 3 O WHCI ARE FIELD NSTALLED NTO eAW INEINI�A2 1NHR LOCA NON f1 NRu FLAKE TOP ". AD I OF INa FIELD INSTALLED O U-BM AMD [Drive T MAU "Li PRE-Nr4MLD HIM • - Wa W- AR MA O' u-BAR AND W U-9Ar DETAIL C NEatµ me a 9ECIxN) 12 GA BOTTOM BRACKET FACTORY ATTACHED NTH •' O 14N5/B' / IIy,-r• ra U-BM OUFR NRatAL IMB W M pOTtH OOMM TO 0.tAR ppriOM 1 TR 9CREMB j 90 AtD ATTAa THRU END CAP Al LAOI [1 RIM i 9C W BF - - -- - O A9 Sm DRAND SNOIM AND USE DNILLN9 wlNPna'sGEa ACMOaS TE IIOTTOII aF TPE BOTroM U-BAP AT EACH PRE -PUNCHED HaF Ar EVERV' DETAIL D Wgg LOCATION. USE (1) I/rz*Vi/r CRIB SCREW AT ALL 1WX PRE -"Chu Mac LCCATCT9. MARK N. BARROW. PE huOMOA I.KXINSE NO. Dljow 13 CA ANAKTABLE TOP - R%nRE ArTAOED TO PLACE U-BAR OVER RreDRA PO wM tsE (e) PRE -PINGED im SOTMOED U-BAHOLER � ' N DO((TT))OY O U-RM I AND "am Do F No DD w �'� ONP2k,SCREYI A' ) %IT ORR.4MGG1MI r/�r1MT 13 CA ROLLER SUDS ATIAMED D rRE-PUNOe,9 WAEM N TOP OF V-SAR PLACE Y-BAR OVR WRORA Ra Sm MM ((2� i�4;&4/F CRNPTIE SCEWS use 1AE1wLD IDLE DT eLEE 7D ENSURE THE @) PRE-PWGHED HOLES EACH END PACING VPMARO AND ATTACH TAN DO PROPER ALIGNMENT OF ROLLERS CAP AT EAW mD wM (2) 1/4-14.7/0' 13 OIL MOM ATTACHED% SELF ORWNO aNPME SEWS U-SAR PLACED OVER iUP SHALL aAY MITI (A) 1/4-14a5/r KRIVT E SCATIVISI (2 O' sonom aLTGBOII K ATTACHM TIM END CAT AT EACH w6W ARE FACTORY - ENO am 1 T {-1a7A' SEU' DRAUNor CRI TE W ME ATTACHED) LOGAIED BOTTOM FLAW't a NE U-RM - 2' PINION SIEHr ly?k Wi TO 0.EARANas RE7AARED ro DNEiA11 scatwi r 7NE ENDS GE THE DUOS ROLLER MIM ♦' SrCM•,--_- U-BMS. ALL D-OARS SHALL DE NSTNiEp ON 9EOTiW9 M.OR To DEIA!6_@ OkmiROLLER- s� P ATTA HmENT NOTES W IRS SHEET. to OA NPEZ ATTAOHM PLACF L1-BAR OVER (2Hµ RD IAD ATTACH MIn1 (6) 1/4-201,5/6' cPNPTTE swEWs (2 DF :"1/4-20A5A' WNCH ARE FACTORY SMIM PRE- pNK1 HOLES ArAOEG 3 OF wAW ARE FIELD INSTALLED Nro EACH WIVW[DiAR HNOE LOCATION (T THAU FLAMM TOP LEAF, AND I Or O U- AND BOTTOM WHICH IS TRIM NSTALLID FOR, NE-PLNCED IDLE ONCE LEA AND I TAD WED OF U-SM AND N 'J-9 DETAIL NROCAL WeaF SECTOR) 12 GA BOTTOM BRACKET FACTORY ATTACHED wM 7) 1/hfr5/a��i 33MM[[ LACE U-SIR OVCf NTEGRAL Ra MIM NOTION DOHN 10 CUM BOTTOM _ BRACKET AND ATTACH nfRG END //C.AP SCOT DRILNG GWLVTN 9OEW7ASr - SHOMI AND USE (1) 1/4-1 SELF `. DRULNI; COWRIE So" ACNOOS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE-WNCIIED MCE AT Elan Q Q moor LOCATION. USE (1) V4-ROXa/O' ONIP TIRE S AT ALL OnR-R ME-PUMMD ROLE LOCAIOFLi MARK R. NARROW, PE FLDRDA LICENSE NO. 57J59 & DESCRIPTION Models 5120/9100, 514019400. and G600 doors are sectional overhead garage doors insulated wltha foamed in place polyurethane foam. The foam insulation is chemicalty bonded to an exterior steel skin and an Interior pdyiaminate skin (Model 9600 has an Interior galvanized and painted 32 gage sleet skin with an embossed wood gram lextuie finish) to provide a composite section for added strength of the garage door. The exterior %feel skin is constructed of 30 gage, ASTM A653.00 CS Type B steel with an ASTM A525 G40 galvanized coabr:g and two coals of polyester point The exter for steel skin for Models 5120/9100 and 9600 Is embossed with a contemporary wood gran texture finish or a colonial, ranch, or vertical raised panel wood grain texture finish The exterior steel skin lot Models 5140/9400 Is einbossied with a %" deep recossed tune) 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 ar lit connected togelter with 18 gage low profile pinch resistarrl center tin yes and 15 gage low profile pinch resistant end hinges. Models 512WRI CO doors with option code assemblies listed in Table 1 of this report are limited to a maximum section height of 21' aid are reinforced with 1. P deep. 20 gage end cans Models 512WII00, 5140,19400, and 9600 doors with option Code assemblies fisted in Table T of this report are limited to a maximunh aectkxn height of 24' am are reinforced with 1.4` des .20 end caps. P gage ps Mooels 514019400 and 9600 doors with option code assembiies listed In Tabie 3 of this report are limited to a maximum section height of 21' aid are reinforced with 1.4" deep, 20 gage end caps Door Tracks T he option code assemblies listed in tables 1. 2. arse 3 of this retort have both horizontal arid vertical tracks constructed of minimum 16 gage, 40 ksi steel and finished with an ASTM A525 G-40 galvanized coating The vertical tracks are attached to the supporting structure with 15 gage jamb brackets as specified on the most racer# manufacturers installation instructicnskkawings. Glazed Sections Unless noted otnerwise, the option code assemblies listed In Tables 1. 2, and 3 of this report are available with a minimum of 0.090 inch thick standard SSB glass windows that are installed in frames and inserted in the top or Intermediate section of the door The glazing is not Impact resistant and does not meet the requirements; for viand-bome debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass size limitations. Page Of '+ 1A'ayne-[)alto. (a) SECTION DOORS MOM (6) 3% 20 G OU IKs U-9ARS '.0(JnFD OVER INTEGRAL MIN AS AS 1. All U-BARS SNAU. 9E PLA4t'D MLER HOLES MMS AND ATT= T1RU PK-P'LeK11FA IIC.ES MIM (2) 1/4-14,5 ON SUM AT LAW ORR EDIATE MADE LOCATION. (2) 1/4-1aOT/O' Mf OPtUNG DRAMT ECCW'S AT EACH ENO CM DETAIL a oempv E 9CAEW9 API#GWMAttCY AVRNr MEiMEEn END O MOOR AMID NWWWAM MADE LOCATION. AND (1) ,/4-Ir6/e' Oei1Rr SCREW ARPROMMATELY e' MOM FAW EM, WW 9HAL K A TOTAL OF 12 SOMENS ATTACHING EACH U-90 EXCEPT U-BARS W wr m SECTOH SHALL HAVE A NTK O' (10) 9CRM CAOC 2 METH TIE EXCEPT" OF INC (a) PRE-PUNOED HOES N INC TOP OF EACH aD USED FOR ATTACHMENT O THE ROLLER MIRES AND THE (6) PRE-ANNCIfTO MOLE N THE B01TOM O' LAW ENE, UM FOR THE ArEACAEMT O INC TOA nXnft AND MF35 NOTED D*fR ON IS WCCOICAI CIA"K ALL PRE-PUNOM HOLES N All U•.6A0.5 Deal K ATTRWm TO THE DOOR wTH 114-t4dA' CBMPTR soEW1 1. 20 GA W-BAR9 BHA" M STAMPED '14' APCRBNPAITLY 9• MOM EACH DD. W= TEST (SF); +2e.B0/-JQ6D MAX YADTN: 9'-0' DATE NAME TEST (PSF); +40.35/-40.2K1 AI,A% HELONT: V_O' DRAWN 3/7/06 CRT IMPACT CYCLIC RATED YES NO MAX SECTION HEIQNT: 21' OIECKE 4 6/05 MRB MODELS 5120/9100 SHEET 2 OF 2 3J95 ADDISON DRIVE pRANNG PMPf N0. REV, NSACOLA, n17RIDN 32514 WINOLOAD SPECIFICATON OPTION CODE 0228 318958 P3 (Sea) 474-OW AS (4) aEG➢ON DOORS NM (s)) Y. M CA, 6D ICB U-BAR$ torATED CODE N7LMR RBS AS SHOWN-� y 9AM ArACMHE7IT YO1R L ALL M-9ARS SMALL K PLACED OVER WTEOR& R00 AND AFFACED ROW aE-gANOED NCLE$ NM (2) 114-1wA' aNPnR SCPM" AT BAOK N""OATE NINE{ LOOATDK '2) t/r IN7A' SELF COLORS, CRHMPRN YCMYID A7 EACI fID CAP (EXCEPT BOTH U-OARS W BOTTOM 5901M - SEE X FAIL 8 INU 0 Ma SMEET), (2) ,/4-141u/B' cr4m"N 90EW5 APPNONM Y MOWAr 9EIMEE111 E7D O DOOR AND II MMEDMR HM LOCATION. AND (1) ,/r IrSA' QAR.R 3SKY MPROMW70.Y 6B'� MOM FA04 END. FOR DOW WORM OREARIN THIN 12'-0', IMOE SMALL ME A TOTAL OF (20) STEWS ATIA004 EACH U-BAR EXCEPT BOTH U-BARS W BCTTOB SECTION SHALL HAVE A TOTAL OF CIS) $Mft EACH. FOR ODOR WDMS LESS THAN CR EaiK 70 1r-0', TRIM SHALL ME A ITEX W (le) SCREWS AITA EACH U-0AR EXCEPT M U-WC ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2 WT., RIF COMPTON OF, (a) RPF-PII ogp lags N THE NOV a EACH L USED FOR ATIADI ENT O THE ROLLER MAPES AHD THE (6) P E-RAACIIED SHOLiT W 1K BpTHpY O GOI d0 uSD top SHE ArAOMEMT O THE TIP MUM AND UNLESS KOM DYMDr*"E ON THIS BPEO "IM ORAM O. ALL PRE-Pwoo H0LE0 N ALL U-BARS SMALL K ATTACHED TO THE DOOM ON I/4-T4V5X COWRIE gUtM 3. 20 GA U-BARS SMALL BE STAMPED, 'M* APPRONALIEEY C TWO EACH ETD TEST HS JO/ 17.00 MAX tiN1Th: IV-0` DAIS NAMF TEST (PSF} -__ i2295/_25.50 _ MAX HEIGMT: it -Or WN 3/e/o5 ,:RT -- IMPACT RATED YES ): NO MA% SEC-DN HEIOIT 21' aED 4 /OB LBU) MODELS 5120/9t0fJ SET 2 DF 2 3395 ADDISON DOVE -. -- - -._._ .__. --__. -_._- __ - DRAWeNG PART Na. REV. . NSACOU, nARIW 32514 WINDLOAD SPECIFICATION OPTION CODE 0229 3le959 P4 ! (050) 474-9e90 wmdlaadAtada All option code assemblies listed m Tables 1. 2 and 3 of this report are braced on the inside of the doom with three Inch horizontal spanning U-bars- Each U-bar Is made of either 18 gage or 20 gage ASTM A653.00 steel with a minimum yield strength of 80 list and are finished with an ASTM A525 minimum G40 galvanized coating. The gage and quartky of U-bar braces varies depending on the amount of windload resistance required and the height of the door In addition to three inch horizontal spanning 0-bars, Some of the option code assemblies Iaslecl in Tables 1 and 2 of this report are braced with vertical aluminum posts mete up of 0.125Inch truck W63T6 aluminum alloy. The post is a telescoping post assembly The outw member outside diameter is 1. 75' vase x 4.0(Y long. The inner member outside diameter Is 1.47" wide x 3.72' long. S. INSTALLATION All option code assemblies listed in this report are to be installed in accordance with the most recent manufacturers published installation instrudtioruJdrawings and this report The t recent manufacturers installation instri.ueti n shalt be strictly adhered robs eM ma ero sMralnrhgs >;t y a he to and a copy of these mstructiorWdrawirgs shall be ava liable at all times on the lab site 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 allowatxe transverse wind loads shown in the following tables' Table 1: Models 6120/9100 Allowable Transverse Wind Loads (21" Maximum Section Height) Mndr spite Hkadan Option Code a um Size Positive Negative Design PSP Reinforcement Glazing Available (Yes/No) ) Design PSF 0228 9'a" 6-0- 25.90 30.w 3', 20 U-bars Yes 0234 9'-0' a-0" 43.20 40.80 31.18 gage U-bars No 0229 18'-0" 6'-0" 15.30 1700 3.. 20 U-bars Yes 0230 19-fr' K-91 2.500 28,80 3. 1R U-bars Yes 02M 16'•0" 6.01 39.20 43.70 3'- 20 U-bars * 1 Aluminum Post No 0232 IF -a. sr -or" 12.40 13.80 3', 20 gage U-bars Yes 0233 18'-0" 8-FV 18.50 2170 , 18 a U-bars Yes 0238 1R'-V' 8'-0" 30.00 3350 3" 20 U-bars+ 1 Aluminum Post No 0^A3? 1R'-a' 8.(Y' 3920 4370 3" 18 gage U-bars+ (1) Aluminum Post No Page 3 Of 5 Waync•iTalton ,. 9NOET OLA2m PAr[: OPTION - ODO' WNpN1Y SSN OLA VIG N MOLDED FRAES sws"D TOIxTER WM A Y mmist O (a) 13 G11 HDRZ NWF #I SCNEVra AISIALED N TOP OR W$Rl4'AIAN SECTION (MIN OR MITMOUT. DECORATIVE NSQn3 MQLRa WFaY STAID 13 9A RAG ANCAE 025M PIESRNU W 7M$ ORANeD. OIAZING SHALL HAVE A MAXIMUM NOGHT O' 137i AND A YABYw LtN9IN a 18.73'. 16 GA ON IDlaz FRACM aAP4 IS NOT IMPACT RESISTMI AND DOE$ ACT MEET THE REWFIaM$Ts rON w+A-BORN! Doran MEGIaNi SnOM-5A' LAS SCREN (MIN 2 LONG CLA7EA PANEL OPTION - NOTAS t3) AvN-ABLE MTA THn OPTION OWE 1 van OR am DOOR STOP NALED A 1/A•2A9/te' TRACK WTNIINY Or a' QC MUST OTE/6AP TOP AND 90M KIDS OF PAmaoB MIMMUN 7/TY SOLT AMC ,/A-2p W. NUT AT EACH T MEET IEOAME PRESSURES BRACKET LOCATION a KEY LOCK. SUOE LOCK OR OPERATOR Te w MN vatT . TRACK S. SECTION SMALL BE C(NSIRUCiED IaiF, FOAMED N PLACE PoLTUPEIHANE FGAY NSILA7DN 009CAI-Y BON= TO 30 CA M11BBM FAM 9MD- AND A PMn AR S/Taxl-5 ' LAG SACKM END CAP 10 HAVE A ON" Ill, i T AoN aSTN. aT 0 DC40, ppiF TE SUPPOROD L EID/ENTa SFIAIl SE INC FEWO SOKJTV OF tHE PROFESSIONAL OF RECORD FOR THE MM-9M OR STRUCTURE AMC N ACCORDANCE KM CURRENT 9ULDIK M C, SrWPE11ED JAMB MRAaETs W0k5 FW ME LOADS LI61ED W INC ORRMIMG SEE 9CELOAE I'm QUANTITY. LOCIA K 7. DOOR JAMB TO DE OMMUM 214 AND SMU L ALL GRADE LUNHR. RNLI TO AA:! COOKIE I'm SLWILDIen For A aAOREMT TO S PP'OIr1N6 57 4KIME KEY LOCK CA, MADE LOCK 6 Law OPTION - .Ow "ff." MOM Ems (NOT REQ)M wM OKNATOR AJA LOUVERS N MOLDED FRAMES - SEE MOTE 4 . RDE BOPEIIm 'IOQTInr NTH A MNYw O (a) /fin SAEYS NSTAUED M INC END PmtLs OF 1ME BOTTp1 SEGTOII LOCK FOR CLAIT , MAW R. BARROW. PE FIORODA LICENSE NO. 5IM9 MOM (4) SECTION SEALED DMOI ww tit SHEET 2 Fat U-aM1 LOCATIONS FOR (5) SECTION DOORS AMID SEE NOR I W T96 SHUT FOR OVATWG OP IO &, u DOOR No BRACKETS MtKOMlS IEARAiD m10M BOTOar 1 CTDalts I JAMB Or MASK GIu oILlaHsals A 2' 7-0• 4 6 (a-r). 1r (a i-1 46-1 (0), Or JB-1 ]r 0 `(A'i'}147-1 4D(0) W (0-1 (Cp, 75' (Ae-e (: I) FOLLOWING DINC1eOLK OFNOIES EDITED JAMB BRACKET ATTACHED TO MACK ON I/r2a4/10- TRACK 91 AND NUr AS WIN ABOVE. ( FOLLOWK DBpIMON OWIM QUICK *WALL AAW BRACKET NBTAUZD w BU r goL IE1 ADDrM& NADWME MMO ro ATTACH TO TRACK. SEC u-ant NOR 2 Far U-BAR MS CA ENO CM Table 2: Models 6120/9100, 6140/9400, and 9600 Allowable Transverse Wind Loads (24" Maximum Section Height) Windload Specification Option Code Maximum aITP Negative Design P$F Reinforcement Glazing Available YeMMo) Wldtr Ha ht Positive Design PSF 06M 9'-0" 8'a" 2690 30.80 3" 20 a eU-bars Yas 0601 9'-T va' 4100 46.30 3", 189aga U-bars- No 06024 16' CP 8'-0" 15 30 17 00 3" 70 a U-bans Vas 06M 18'-0" e'-0" 2300 25DO 3',984a(le U-bars 0804 18'-0" 8'4" 39.20 43.70 3'. 20 a U•bars * 1 � Aluminum Post No OW6 18'-0" 8'A" 15.$0 17.00 3". 16 gage U-burs Yes 0006 I's C 8.-0.. 3000 33.50 3' 20 a U-bars(1) Aluminum Post No 0809 18'.0" B'A" 39.20 43.70 Y. 18 o U•bars * (1) Aluminum Post ' No Table 3: Models 6140/9400 and SON Allowable Transverse Wind Loads (21" Maximum Section Heigh) Windload Spoci iration Maximum Sire Positive Nagatlw Design OlaEing Awiteble Daslgn Option Code Width Height PSF PSF Reinforcement YeslNo W07 _ 18'-0" 8.0" 25 90 -.. 28.R0 3" 18 gage U-ba rs 9 -_. __ 4 _. Yes _ --- 0608 18'-0" 8'-0" 1850 20.70 3%1agageU-bare Yes & SUBSTANTIATING DATA Test Report Number ETC-05-97617575.1 In accordance with ANSI)DASMA IW2002 by ETC Laboratories 297 Buell Road, Rochester, N.Y. Installation drawings 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 & CODE REFERENCES Florida Bulldina Code 2004 Edition Section 16119 Wind Loads Section 1714 5 3.1 ANSIiDASMA 108 10. REPORT SUMMARY Upon review of the data submited by Wayne Dalton, it is my opinion that the models as described in this reportconform with or are a suitable alternative to the code standards and sections n the Floncla Building Code 2004 edition listed m section 9 of this report Page 4 of S \b A4TN}I.h1I(on f JOINT i WQAP.M DOW IDMS 9KATaf THIN 1r-o'. (,I) CENTER WIM 00 JDNT RE"PW ON DOOR WDM9 LESS MAN OR COUAL A W-0•. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX POOR NO Dow IAMFOM LOAD EACH aside (PLO) HF-W AA +T07.2 -t�1 i --0' ALt 41M. -1OA tr-O' ALL +TS0.4 -Iris 1 .a MODELS 5120/9100 SHEET i w 2 DRAWING PART No. REV. WINDLOAD SPECIFICATION OPTION CODE 0230) 3/8960 PS 13 CA ADJMAKE TOP PLACE U-BAR OVER NNORµ AN mow ArAnED To PRf-HMNOfO HOLES •' �� IN e01T11 d' U-MAR I wrA THE (� Ppr-RWaEp HOLES EAW FM1 FACNG UPBAAO NTHf2] 1 4-14+5/B' hiE AID AIMCH WHO EAD CAP AT EACH nID NTN (1) I/rth]/B• SELF pPr..tINB CaYP In SCIIEMT O iT pjTA1fL A11 13 CA RO:RR a" ATTACHED TO PK-PVNP4'D a= RI Tip of U-5Ai RACE U-eMT OVER BT,EGTUL RB wM W/M 1 1/r14A5A' CRMPTR 9L/EWS. 1Mf (0) PRE-PU-Cln HOLES EACH END IidE FICLE M SAE T LHBIRC MOM AJOWAMT O ROLLER$ CAP AO VMYIARD AMM ATTACH THRU END w AT EACH ENO WIM (� , rt♦A7/B' SELF ORALNG ~IITE S 15 SA HINGE ATFAaEp WIRU-eAR PLACED OVER TOP WITH (4) 1/r14A5A' ./ MWTM 9=114 (2 OF BOTIOY 5[C1fON SHALL WLY ATTAMFD T1NU ilD cAP Ai EACH MIAM ARE FACiMr� QO MIM 1 1/rlr)/5' SO! DHIa.t1M0 COWRIE w THE ArAWED) -- - LDCATFD BOTTOM FLANGE 01 at U-BM 2' M ON S'tORRGARO i , MM WE M CLEARANCES REQUIRED ro NSTALL 9LKWS AT ME SHEET OF THE ROLLER WM °- /Y STEM DETAIL 8 AW�ACA SEa�S OR To MMALL Ili ROLM YAEB AND, TOP IXrm OR ONE U-BARS ARAC7MENT NOTES OR THIS SHEET to N HINGE ATTACHEDPLACE U BM owM MIEGRAL Ra AND ATTACH p16/9' .� (3XNa'TRC W9 (T O"'�"`• W1M (a) 1JAMT-OPY MIM r2) 1/4-2a15/S "N INICH ARE"( TE 9CN,w iHKal MOLLS Ai ATTACHED, WHIMPRG-PUTK7MO ARE FIELD ALLM OM TOP LFAr. AND I a LOOP NTERMECATE POOR, LOCATION n TWO FLAMM Nerd a nrED OWAYED O C-SM AND BOr7MM NItIR IEAF AMU 1 IINK7 T6N PK-RMIOHED HOE WE4 Q KI-9AR AMID N U-9 INTEGRAL NO OF SECTION) DETAIL C 12 G BOTTOM MACaT FACTORY ATIACNED NM / �R U-9M OVCP N1FaiN. RB wlN MUTUH DORIA TO CLEM OOTTOM BRANiET AID A1TAW THR'J rZD CM I 1`eP AT EAM E1® NM 1) 1/1-11A7 licit OMIAIG CRM R - 9CAETF SDWM AlTJ VSE (1) 1(4-iHT/6' SEtF ti .. ONKLKID CD1,PT1 SaEM ACR06b THi THE eDr S DETAIL 0 EACH p - EACH NE-MiNCEO MALE AT EVERY ROE AT M HOW WCAMOK U¢ (t) 1/r20OA' ~R R SCREW AT ALL OTHER PRE-PIAEHED MOLL LOCATIONS. MARK R BARROM K FLQHW UCCNSE NO, 51JOV 11. LYAriATIONB Any reference In this report to the manufacture's Trost raceor information is a diced reference to the most retard information submitted by wayne•Dafton 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 "a report. This evek)atbn report and the most recant mstaifation instructions, when regctred by the building official, shag be submitted at the time of permk application. The design nf the supporting structural elements stall be the responsibility of the professional of record for the building structure and in l0000rdance with current building codes for the Wads Noted in Tables 1.2, and 3 of this report. Tula doors shall not be located In areas where the tr nsverse wind bade exceed the allowable loads Whatmn in Tables 1, 2 and 3 of this report The option code assemblies with glazed panel inserts do not most the impact requiemerats for the wksd•bome debris, regions. The garage door assenidles fisted n Tables 1, 2, and 3 of Oils report are not approved for tshe In the "High Velocity Hurricane Zone" es dented in Ole Florida Building Code. 12. IDENTIFICATION Each Model aeries covered by this report shall be hal clad with the marwfachxer s name and/or trademark for field Identification. 1P. , Inc. E. P.E. No.58544 June 22, 2006 Page 3 of S Wayne-Dahou 4EV140N8�-- P4 1HAMMS TO MMdUR FORMAT Min CXANOD U-eM rASRNOR TYPE AT M. CAPS AND BOTTOM RCTAWM CNARE AND AOOED LOUVER CIPTON. CHANGED STMFI IDENTPICATION M M FROM COLORED PAINT TO STAMPED HUYBrJR MY 3/D/OS PS ADDED 9PFRAP06F0 DESIGN PRE.. W LOADS Oft SUPPORTING (D) SECllom COORS STRUCTURE All CLARIFIED NM K OF 19 CK FASTENERS AND CORER it FOR SO Ks U-6AA5 NAIMS MAAAOMEA DOOM ail LOCATED OVCR INTEGRAL ROTS AS MIa 6/t0/06 DsC16 to WIr Vl5 F IS AS LL-tlAB..eIId1�aN.T-/D'.IES 1. ALL U-BARS SHNl SE PLA(ZU OVER NIEGRA RIGS AND ATTACHED MRKI PRE -PINCHED -5 AM (2 1/L-Tb5 O6 , RE SCREWS AT LOCI 0 ATE HrDE Loa4W. 2) 1/r/4K]/e^ SELF dwLLE1G CRMPTIR AT EACH LTD CM %XCEPr ODrn U-BANS W BOr10M SEGIDR - Bm DETAIL B AND D nos SNFETL (2) I/r1A1SW N SOENS APPROMMA Y MIpMAY BETWEEN O DOfR AND WTWMEDIAIE NRICE LDOATgN. An (1) 1/4-t4S/B' gwPTN SIxtE7 APPRODMAIEtY Y r4i EACH OD. FOR DOOC WDMS ONTAtIO MAN IT-0'. TfRF WAL AE A TOTAL CIF(20) $OKWS ATTACHNG EACH U-BM .XCFPT BOTA O-MARS ON BOTTOM SECTION SHAL HAVE A TOTAL O (10) SCAM EACH. FOR DOOR Name LESS mAR OR amA TO 12'-o•, THEIR: SHALL. BE A TO OF (tax sOREws AITAC OMC CAW U-BIR CXCEPT y U-9ARa DO WTTGM SLCRON SHALL HAVE A TOTAL O (14) SCREWS EACH. 2. WTH rice rxavrlw O TE (e) PRE-PLNa1rA HOLES M THE TOP OP EADH EN USED FM ATTACHMENT O ARE AOLrrI MOLES AND THE (0) PRE -PURGED MOM N RE SOTTOM O EACH END USED MR M ATTAWMENT O TE IRP FIxTI(E AND 1NLER NOTED OMEN M W THIS SEL'Ci1CATOM CRAYNC, ALL PK-PVN04W MOLES IN ALL U-9AR T SMALL K ATTACHED TO THE DOOR 1WM 1/4-14MJ/0• mwnn smm 3 10 CA U-SARS UTALL BE 9TAAPED '46' APIOXNAMY C TRIM EACH LND. +25.1D/--26.00 MAX MDM: •;p-0• ,-_ DATE - NAME TEST (PSF' TEST PSG' +36.85 -43.20 YNf HENpHT; B'-TY DRAM 3 9/Re OPT a1PACT/Cycm RAIFD (YESMOh NO MA% SEC1I)N HEIO,Tr 21• gHECKm 4/e/OB MRa MODELS 512G/9100 SET 2 x 2 J395 ACC11"N DRrrE DFtANNG PART Nil. REV. )NSACCOLA4TLOR�32514 WINOL OAD SPECIFICATION OPTION COOF. 0230 318960 PS ]EDANSCO Ali ENGINEERING, U.0 P.O. BOX 34M Apollo Beach, Florida 3W72 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineedng.com CA 25948 i O Ln ULI 0 14i-� U p Ot tMD QmIDv Z a I,ry CO CO Q Q LL 00 M Z m Z LLI W J3 Z ED tID I� LOU Ur OQ CL W0N i� Q CL Ica THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWWNG ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORUED 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 DD 2,00_ Repon pmpaW for Trade Spro1"s (Inamok ETL SEMKO) on 9=2005 11:32: W AM Rq xt prepared for Tula Sprolm (lnionokLTL SEMKO) on Wa2W5 11.:2929 AM Repot prepared for: Imcte Sproks (IntMek ETL SEMKO) on 9=005 11:27:44 AM I ��_' - I 'SEMM, =_ � s� . '_ -7°. : mr AUTHORIZATION TO MARK AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application of the Certification accordance Mark(s) shown below is the Product Covered This authorizes the application of the Certification Marks} shown below to the Product Covered This authorizes the application of the Certification Mark(s) shown below to the Product Covered described below herein when made in accordance co the authorized listing Report, inducting described below herein when made in accordance with the authorized Listing R ManufacturinglMachining Specifications, and under conditions set forth in the Certification n9 sport, including described below herein when made in accordance with the authorized Listing Report, including Agreement and Listing Report, including Manufacturing/Machining Specifications. This Manufacturing/Machin j, Specifications, and under conditions set forth in the Certification Manufacturing/Machining Specifications, and under conditions set forth in the Certification authorization also applies to the Multiple Ustee model(s) identified on the correlation page of Agreement and Listing Report, Including ManufacturinglMachining Specifications. This I Agreement and Listing Report, including ManufacturingNachining Specifications. This the Listing Report. authorization also applies to the Multiple Listee model(s) identified on the correlation page of authorization also applies to the Multiple Listee l s) identified on the correlation page of the Listing Report, the Listing Report. mode Client Number: 35315 Report Number: 16742-1A, 1 B, 1 C,1 D,1 E, 1 F. 1G and Client Number. 36315 Report Number: 16742-2A, 28 and 2C Client Number: 35315 Report Number: 16742-3A, 313, 3C and 3D 1H I Evaluation Center: Elmendorf, TX 78112 Evaluation Center: Elmendorf, TX 78112 Evaluation Center. Elmendorf, TX 78112 ApplleantBasic Listee: Florida Extruders International, Inc. ApplicantfBasic Listee: Florida Extruders International, Inc. ApplicariMalSic Listee: Florida Extruders International, Inc. 2540 Jewett lane 2540 Jewett lane 2540 Jewett lane Sanford, FL 32771 Sanford, FL 32771 Sanford, FL 32771 Contact: Name: Robert Amoruso Phone: 407-323-3300 Contact: Name: Robert Amoruso Phone: 407-323-3300 Contact: Name: Robert Amoruso Phone: 407-323-3300 Product Covered: Milestone Single Hung Window Product Covered: Milestone Horizontal Roller Window Product Covered: Milestone Fixed Window Testing Standards: AAMA / NWWDA I01A.S.2-97 SBCCI SSTD 12-97 ANSI / i Testing Standards: AAMA / NWWDA I01A.S.2-97 SBCCI SSTD 12-97 ANSI / Testing Standards: AAMA / NWWDA 101A.S.2-97 SBCCI SSTD 12-97 ANSI / AAMA / NWWDA 101AS 2-97 State of Florida Product AAMA / NWWDA 101AS 2-97 State of Florida Product MAMA / NWWDA 101AS 2 97 State of Florida Product Approval Rule 9B-72 Approval Rule 91372 Approval Rule 91372 This document is the property of Intertek Testing Services and is not transferable. Only the i This document is the property of Intertek Testing Services and is not transferable. Only the This document is the property of Intertek Testing Services and is not transferable. Only the Applicant may reproduce this document. The Certification Mark(s) may be applied only at the Applicant may reproduce this document The Certification Mark(s) may be applied only at the Applicant may reproduce this document. The Certification Mark(s) may be applied only at the above noted location of the Party Authorized to Apply the Mark(s). I above noted location of the Party Authorized to Apply the Mark(s), above noted location of the Party Authorized to Apply the Mark(s). j . I 11 I .1.11 t.I I : I 5� @-- This document supersedes all previous Authorizations to Mark for the noted Report Number. This document supersedes all previous Authorizations to Mark for the noted Report Number. This document supersedes all previous Authorizations to Mark for the rated Report Number. Jba. - - .&-------s.mv Ate�MeUs&i ;Mlt Ao*" *.� ,, Mow Ii*Pb ww++ I a rrih 14oi>;raAI.. L LMh e wa m blower Ffeii 11M ►if _ ee%40u4E nlw.' Ho" txnw&-- (mamtional. IAa 1 12632 i Rev: Stp 221W5 1ek05AM Report prepared for.'rtacie Sptoks (Imenek Ell SEMKO) on 9/23,2005 2:24:04 PM =�_ww , 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 Manulfachuring/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 mode s) identified on the correlation page of the Listing Report. Client Number: 35315 Report Number. 16742-4A, 4B, 4C, 4D, 4E, 4F & 4G Evaluation Center: Elmendorf, TX 78112 Applicant/Basic Ustse: 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 (2002) ANSI / AAMA / NWWDA 101AS 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. AP&M so MMAtF 1ta: __..____.-.____ ___._.^__..____— ____.___ _ _ .....----___ ------ EVALUATION REPORT FLORIDA EXTRUDERS INTERNATIONAL, INC. MILESTONE ALUMINUM MULLIONS FOR USE WITH MILESTONE SERIES 1000, 1500 AND 2000 WINDOWS, IMPACT AND NON -IMPACT RESISTANT Category: Windows Subcategory: Mullions Report Prepared For Manufacturer: Florida Extruders International, Inc. 2540 Jewett Lane Sanford, FL 31277 Report Prepared By: Wayne A. Block, Ph.D., P.E. 548 B Hwy 27 Minneola, FL 34715 FL License No. 52583 Report No. FEII002 Revision 2 �taE A. J ons 28, 200E P. '�� P °o'''= t:. Pvv 111f 2 Florida F.mn den lmemaw,mal.Inc.', 12633 , Rev: Sep 22 2W5 1o:25AM Page I of: h'kxidn F.xinxim Intonational, Inc. 1 I41 Rm Sep 23 2005 1:29PM Page I of 2 Evaluation Report No. FEII002 - . __. ..._._ -. .__ .. ...._ _ . _.. _._ -_.. ._ _- . .. -. ...... .. _... --- -- ----...._..----..- .. _._. .. .... _ .._- _....._--_._.1... ._-..._ . _._.----.__...._. .._ ..�........... ..-_- ----.. ___.. _.. .._.. _. General Notes DravAN for Milestone Series 1000 1600 2000 and 3000 Non -Impact Resistant Aluminum Window and V - Patio Sliding Glass Door Installation Details y,1PI These notes are provided to ensure proper Installation of Florida Extruders Milestone Non-Impect Resistant Aluminum Fenestration rcj M 1 Products and must be followed fully. This General Notes drawing shall be used in tlmdenl with the product specific instailatbn drawing. m tit i 1 g 6 1) 9UMM 4r. 4) O 00 4- gg a. HAW RIAME WOODWS - ahld a hn-A , * et uM kvbW mn fasrer wsh bad a Ors a (W wood btdaha DISCLAIMER e{ banaq Men. The lo 06 V'r. ^r, LL malhalr Ir111rnIbM shod sod a Fat EPAFa WAaDOYrB - V m raauued s eaN 11pdaMb- lea wr win k.d bewiq The purpose d this installation drawing W t0 L Ihppke tint dude MwMm t 1J2'tltdoheae. Not irede0lo slat. Tre fmom m avowable Maw tfadt lo be Ve. AHOY a Hood dvlMmw 116 fit lo nonohr am W wood bode ail• present the manufacturer's r oco mordations al am by wood al.rve earn er sppegd aqW attlie arlrr taanbn pmw lo ulstin(1 the amw lo eswm to Illwa a arc aleay rd/w lsiidow Niw Fti borbP bMir4'wi tl. Mtn, L Ors a 1YCgd baling stab asetrwred lo tte eubMrate (trWMay, dabta a fir anchorage (t.e., concrete Screws. wood we*abewd wwdm isenoweregtaed. oucW+I wood bud" or Asm" Wie UW4m M"brthe apptaN°L screws. tapping screws, nails and Vulkent L nn the osewbere dw m V opson le wW"W wah riwbd widows, Mum ae L IrMa P�J sPodiC iaelat1Mh eet+•f dohallos keLMham Structural Adhhesive car deter approved rBgdionNtb for Ee budeg, that lief to p3ieM4al. be based to tla hMbn.Betlp whw wool eoesM are rewired, a is tat a panatnve MM tint Mon be awcddo* the r1S6 2. 8Ma pmdL4p@dk Im mill IN dmwhg!ffiai Poaafo IisreR im equal)] to achieve the design pleasure a a.mm am DD01ts - sae no romaad at each ev osetlon ketriw wile load timing mow -lte far 01a buddrq, Meta I - mat adY be alltdent to specified on the fenesdation product as X d shin,7bs nwatam aaowehle slue slack lobs thr. Ipd baAlg thw $t a mil bs rrabmbh poWandlhe tedag dni ft wadew hYlMlah. required by the 2001 Fkxtda Building Cafe $ I-dwbadnrmytpldy prmanebsatad wood or plastic and mat be amOMW eMupaiatW lawdem or set a fWAW,k4*rdklm PSI E Inew,ahwltce. rnenndbwines mebywood bdalgt at*Mestltl8abe (FBC). Section 1707.4.4.2004 FBC-dulWing, I eedav irelaiallorL Section 1714.5A and the 2004 2) SfALM xTalliN feIfiMr4N PRODUCt AND 9ASIMTE & sob SEAM SLWX (Soo Mid~ statement -a .): a lwoq,(20woodbWdehgrfamYgk FBC-Reeldential, Section Rl I g,j i Reloommendatiats regarding fleshing. 1 a. GE4MA1-SEALANT TYPE (rid applotla odor n speeaewr rw a type a nwlereM 191. I. Soonk Uws sne bs damm bate on fe soW mMtNcuw'a L Applies to all aauChnl wood budsand/or sapling at tie head, pewb or he sealants or other joint sealant to redtawerdamo Ma rotors 1D 4htM lobe se , . a,itanwllMl OVARION ow tb end worn am I ur 1 " , -, a practices does riot constitute a warranty E and aMst I hue. L Ttey *d be a LSEIV 60MW tD tlMdk to toad,M IDNmeawy, 0110 a d either expressed or Implkid. Ir dhr otre ril atdeaas3 per 2110) Fee, SeN/n 17MA4, ZW iB eflull hW o. INDKOWS - RANGE PPAMe Section 1717.14 and 20M Fe6Rd0aW, Swim a613.6andortlA &to= L Adho"Seat -he@aAM afrocia; dlskstrPpj WL NOTE ON PE SEALING - I. lrte YullMO its -d -MYa nmwor MPC 11, 4 o" bwI . W F400 d rile-- weawa g A. am pesax aprh. on liar omersa a wrynbt) Original drawings with two sheets (pages) a -h - aeMeAl *Oh d ML are reproduced on One sheet front and back. , " e S) MYshlMknhWnasmstbe,mdadmrkalm,aMArtnaOtMekarMtaacNkosldt When tegoducedthis way, theyaresealed 2. .� 1ltonaila mWnt� seal rout I H L seernt-REOOaitaammtnaDbk,b.r) us Want a aMegappNOKO"formwmmwmtanNorttaMt, moww.wnra------ onthe WOront)sheet only.Inresponse to - aw lead h PeeapusPnleeta4'tbeaa0 wood, the *mid Supplier anti a wtteWlbd Itr $ 1. Law olowt tl wlaviaw Mtge at bold endpenba 2. UsesofttralWtrMbraaMwawAoft rdeenpavmdow wommnd,tlandbMMwea- I --- awahtM prakSwMaaarLMM bOMaholt poraee Wd S ., Robert As,tonlso'ti in(Wlry to Cw Fkxida IBplaebe 111 and 0 sin Mao d is dim rebium. Board of Prolsoo ll" Engineers, the FSPE 33 M 6) M isdauppliad Mlmsk the farad (r kegata) ma M ea fake& at them meeting on Jute 20, 2002 r6epondsd 1 a WVC&Ai-NN FRAIR R S/32'damobrfara8a8wu1dertepPlrge that in such circumstances, it is afX:aplBble L AMrme. men- Nit' 8EQUMM a 3/16- h do no ld al ale wwd a tee skein and WW ", ...' ' . . ' L SoNA - REODMMMDED (sod Dbde.hr) sers for the sealing P£ to only sign, date and seal I L. Use wtrt baud wlidow croups at trod, sill ant pants. n No. 29 Mod drill bit air a131' 1or11t dlenueear eak. are front sheet of the drawing when printed 2. toe maMtb PON WA wall oneand ekodor d IF" Window d. Na 33 sue drill balbr ail lark donhetr mat. hpointlrip an wd lo ad bolo d ihMelatllm aekchwsI on the front and back. This was documented -' d SLIDING Dooms 7) Concrete Soon attadYneet to maorry, or(apropos substrate.) by idles to Robert Amoroso dated July 31, Oaw11/14/06 &MOGLAS t AAl.wh. Sal-tpT a6Qw,t® 2002 from the OR1co d the Attorney Generel, sate Mrs L sac be'FW head uls othowka&date& L McQmhrYr RswheACOurhrs-R'EQII&ED State ql Florida. Deelrlh fy: ILIA L SaAg OM Oaori replued b`IUerlleq•Oww.0 awhAbt owahewa a Shall ton a raaom vnaamM denMr of 3/16' ails dMmrMla noted Iclacked Dr. 1H *0 and ea Combs nWe.0 a same pea- et sSolennt c mar hwaa meunm embadino d 1 w' Inlo Me aina notary a onoete led at SOMt-RCO MKU$M(UP Oodahar) brrtawmn w*(O'fU)Fem litid4,AMtarim lIw waL MWMt J.Ana#taer FJL I. Ilsemotwtbd, doorMeeathwapats4wd bdm, t.aw ow d. Shall have an Mbrebto working loadh sheer a noted on the ` parts LW an We pnAa FL License Na 49M 2. t:ErMlyappt sW twdrld wmtsMbbodwot-w , SON pOdlC bati.em beck awnw ofl near and roriveta Sd 4i hasl.r twin Work to dMbtl as do hlaalo bW de- I by bot dNbad by 4 s ��ua,� pderlo ieokr0 a�rr and wound head star arUWfaL dwm*ad and MANOW a She aMhketewww#'semagKhw. rt� R 3. Use smarm* tar t»r. par swl arawi/ e.tarb ddm Md boon, hook + /je '. e hiw bed alWan the ahoy dliatmr4Ieglet nnl6r d j yelp A bak for Pratt daps aid to asp hmb of kh- N -'rh araemen. L 9 the allowableshove alahrsl/wacmMeraterMnai4hrerrgscArforbedeoeaad. 3) MAT19uA14 a. Iftie allowable thaw bed Is km act the above wlewsMl S&OMd sae If a Wwdew ant sailing OW door home mewkl6 Ahwlnae Agar 6063 T6. agwswig aeriw I rrmaig to h"v mda wd amwb*k b IM AWwkay a Coextalo wawa ewe rant tin u hbram tapiaeahas a ltaew 7. ""N Agboom Wall WILL W eagihlvad • C. wt3ed Soar eW asSi aw negliwnrta d Neu 8. a Cahamo poses sd be daiAdrt fesph oo that aha ntrbrora 4wlellelt boo lac 4 Tix" (Lot, Stain Moog skews ttlwn mad in tau or wood Wave a vall meet ti. realk" =akli (mmrtrM reoeirtg tie PnhU a art. ' Fink'�areaaattdtlNctiehe s. trtkdNMe9. f, MNthlsn&pepsptiaddmttMsaoawReWhI *Wbe2W"8omfhesdpofft 4l•.__ ft a f. CbnaM RoUMM Oeetlar hr hM"m foelo es !.l meet the remuweb d +tbe4ay Ar a 3/16' denSiter boehoate oray. a% r'If ..•• ••�' Now, S. % carkae elector atame mom" usea(cm twee R*Kthe nm*wmo a A" No. i�.DC2(]l� DraWtS:l� h. � deeM.p � d � ram+wrwds d ttr "Nib MIAW code (wo+mwn 1 Ong General Notes Drawing for Milestone Series 1000,1500, 2000 and 3000 Non-lmpact Resistant Aluminum Window and r - Patio Siidin0 Glass Door Installation Details "; PI dry " 8) Mood Skasarta.4'appNr (A ow?44 B)sous�(lb NINOEekndw8tloot grdw hswo h wood buck 11) This M1-, , Seine IODD, LS00, 2M and 3000 NtoHimpaa PAo MwtAaorlhum Widow awl a harNig h4aEa110 Pew Siding Glean Dias kw*W mn nebnctions amply with tin silosls9: n a 7001 M avow 17 Soome 1707.4.4.1 for vo ip remeubwehrms, I7WA.4.2 for , g 5 a. WOW 4sar ,& Tippklwsrewi6m be*fw heed wheamed'p(Y imp same vA . msorry, p , , , or other structural substrate and 17D7A43 for wood r approved a Waall9t k -�ow M11k'"Nlt"tisypaBFllplBNg'Q* sod dime windows. $ c. WOWSreaNfIMMZ=faf.6.l4M1aemmd1•eAr- . a ZM C-Bl*%Chaplr17Sedlotht 1714.51L1forwdicil rmgidmmets, 4. Taffy Skovo*4l #Oiik$O MU.4tiaw)! It-, 1714.SA.2 for remarry, arhaate er other strwch" &A rates and 1714.5.43 for wood r"+( I rt e. OomlBtkVmmmewmbLtowl*ai88N0-110oaas ft, 081➢• or approved aamuq mentors. t ewmtd leadato xk pe n tw,ea WmYa$o-okep utvwedipamtipt Ter Worn - M FOC4WOdwOl OnFW 6 Seomm Rb13.Cl for Ndrotbe tsallemrrb, R6M&2 M j runabiltlMhl tar masonry, mmeec d deer strahiml aLMbaPs end R513.6.3 for wood d approved L Ne.hoollsnw-f/e appeNtpeathda. Sap^ e.rrlwa L taL leviaodenne-tt/i4"dearawpOUle. g. ttq pkFgliapwMa#dMh12) Matlyne mets 1000, 150, 2600 am 3o0Abrtmpscr ResMrt Mmmnn Windows and Pam atMnd emsltio bidsMe oiaYlT aeMte#deadaa rewafME Sadeg Glass Door we tested and labeled in srokdenbe wan the fiallom tlte4rd wood. at Withq. R Wotid 5aeim 1i 7tpPiqurlMnt ilhaBaptils unld IMrr$rtMtl9,tttb gain d L Oealgn haws (PerfcrReana Ralag) Woad h icar6mmm With tlw foePwing- A g E L Woad loop 4 , 2bgea aaawAlY Iili__ alwo pAibfkeAir4aad m ganarats Pensenut obi s plasm On the saran, rnhestkg tin requienMnte d Me fol0vring• M(rdlhgKp�ambaWaasPBdikRaa4dsw'SgAr>Omt •sr(9111) leN 1. 2001feCSadlsn1707.43.1, rR . E 1 MbOd $wawa vv~ %M1ds151lIiffi Ebms plop Sa 81�YiMm!QNL1i FM}ory aDPeed L 20M FEC-&A tp Secgwn 171432-1. eM Section R6r3.3.1. a. Lain (and Qe IS d 11 dW na - 41" bisaBMNa law"we Fhaiestatho ai Ndkad:ihcooprayIF"MI' "I'llGk*V w LOW wou powc4adrx .w4 weY(mwawsw r,tAMpwig ralp4ernemq. a Ag81I. Lau2001 and Ktlw 405.ind t:AW RrlMana n aoaoNrLoe vM the heowiq. L NO, Woad SOWAS tsisa L 20M FIX Sed1oO 24g6.3. 2004FK-Pmk%mM"V 1714.S.L1, ot C �ist �I I. riliall dse0cshtMifpllto PW4ftWM, tWewaedl.I Iiotathe aMcey , a. 2004 FTtC RestlaW Sedbn R6I3.2 a R613 3.L and ASTM E13p0 SKt $ i 2. Aiedor%tw tfx*",s Wlwfhotb---.-ilaaow mad aami" dhow c Ali n-Demwnan loin(i$PIKW on ender iSk d Me wbdaw Or dow dW Vmdg #w Ia&wopiw Beam a ooa hlw] 44Abgga and 74'ta: wwwm hdmmlo/4). type and thdo m of Me gl.,- raa, " O fin rod pikers 4 of the lift, - ,cr-, E d ,•., �j tgd b L NL a Wopdfirstawfee tiro& L 2001 pet, Section 2403.1, L O d bemhedWNW kloo r tDP)Ovi10 m1a. 7/ah erhhhelrc I tRc the L 2004 FTC-aiap, Emkbn 24MI' and rx1 Jl r6lkaarmefmlllr. A 2004PIX-RSWeisol8edim R3'08.1. Uj't 2" liadbr&�aafah#a eypsJll T MOss:teltdsO44j"Aw W'a (ukhm=llear losdagneeler.itMmacegtNBA7t6tMalEBneianm6tMwontinglhlinehG4D 3Oveposplo.PattiewFRieaw twat d fobwirq. 1rhocrN dapabod P an tin 4. salhfamwmg L Tea mpmt doOgn promm battalion the Inattention strweeuat air idf aW iIM�.nd -mtw Iwha. I " Wong h ew paua and mop bm diwtllaew rid ,aordad on to PffM&Mt bW arWd ya MO EIRWItuo _9 .,a + I F i em�,aL �y�, L Gbo bed n gsum fan ASTM E-lm ram . an the i ot"War so t Ia m. 4 lfll w IPlug�ieMo*w - a ass sadahem nay be grater Man the Wt sp4htlnw par the MWAW wa d APM hhh��� 9) Mae (air ihriIWnn effAdm0rdper4amwMwtlog6uiviewOingltPbafM) EL3004mmM8g8alwithpplied bdiadogp CSAIOAr plow a0ae L )w adxaidatho a401h AA►YVty0F1VCSA 10U1.5.2/A4404)S, Section 0.2.2 & 6,2.2. a. NaaaMeriesetthe -1 - i Im deanpee WtoealaWWAbwldr"Wfbrdm MilW*C trshoeavidly4designPdoweteamwMsmrmAduertPow the Product lo mat and/or NOW se dsfpn IMaMae rwirmnb of IM pm)ad a Mil IS - All wa 4po* a Owes two aid tedahas erne eels mNor A � wweads the dsagn Peaoue raglemamte dine parse( L TM ghat tape M;W._; apeat-d try tin;Parlor win rot be M. tan that L I. torn!delPmdtM)CwWV*AtowirotFUStioa �c ! n .+ L As'*OdM ea ttte ltrsad apYilblrsewfoatbrrep ter one a Bud" used vvtl Ma toot aperLnen. Dim;11/14/Of Maim: NIS ImhrbefsdnrilsWinmaM. a ItasMetmmt tfedmadrbwl mgMaseatad 1 TN f1M6f, Slenhdaed Speelkathm d 14) The rlhdara ttd rtd be Installed in s ea while* the sDPld trarevvras wind bide ehoosad 1M abwable ddgn pmerm brood on 13a above. j�tiMalYOa � ory 7N a NNWW**MMhhh oaa , we wwwAash.ag)) w prtoliiLNBm ,ffmmlki1111ifPaU(i8ii7f0 dm8Wm'tlfedlept NWCMNbnot SS)liakMionwdUiw nandePMy. i. The windows OW be rMtefa n acmtdmm wM to MrmACNrY kWbW L CiWON l6C.E72 D. listener Slat, Typo and spacing am determined d by type dtwaru(tper e n per YL. ikW MWK O#W"aEIe"WLPN 01R Fwkmtadhxtrs Tkwmary Oravbhga INaR*Aivea P'-void c Thewwnmweandoodadoorahbemotbel, 1,1'nswamwhm"oppWdsnFvaraa - a Naa t *""- MMseh cad wtehpmgl Iawdau W l* , I l Il 11 k ." P:APpee kras s e bred wind look aapebd We aMlwwbo cheer pressure bWW a to 11I I w (see NOW 1,31 onailli qqafpr bf"I*Vhw'PMh'IMlmvklmat)twkMt8-Odi"L L twimortddVhRawwmow f. 8t40pf IsM81n•�i Fa 4as, ton a R)hove(1Rgalliv 1pspadikwoo for Wood L gins bad rahiterra dotMrrlhW Ranh ASTME-L7gD. Cbrwfupadn). it. lU1RSTOR Srls LOW, 1300, 2000 and 3WO 110n-IepuS R4aLWrm Muff"" L &ILr dw,, rpfa- H400 Simplot Asa. Window and Patio NAM Gam Doors Mve not been evmbasd pare h Legf VetaRy rameat o§ Mft "%4f tfetOb dwlew a MWbeL Nunaem Zo6es (BWWd ant Pegs 0xp*o) Or In l MO*me Doors Re" as L COWM$400 PKh deMr - h the 2002 wands Bueag Oodb 201114 Fiorito Btaarg Ca w4uhil it and =4 FlOdida building Codwiteadhraet and Mein ON be wed In aloe Mini e. MLESTOW swap IOBA ISM, Mil and 3000 Ne,-Iwpeci ll , I 'Aim*." 10) The bower lhw ep Wr "- l od 1lsaadtiae MB 51!lm lb pwja�AV)rac wquwnenq based Widows end Patio ersg glom Dome tray, be wild in wild Do is Delete A egi, o on 1M I `b` MWbeeMdD1 FtiNlahwl uprod- )lab f(dTkii.84*0 Coma, wd as odds eMt , n ern 2001 p4mko DiMM Code, 2W Fbrido &Aft Caesales ant 2004 or a0e amMdmatik#epiNatlBeeda oral ..... teanb T9eholoo meefena wed the Fbhky ihutWbg Cae.a.Mdatw let ae a tekle im ltlph 1Alpdty eturlanie zrat w/eg C tsellyrmaMaeewtUa e4V,Ltlwwf rtgWnggsgwfbf mown *oowat wd mepew (svwr d wd Omdmmupew) r. Ftpela titEaew cam. aPpeDw.d smwaer arwhhw m Drawing No. FLEX20100 deat®s waTorYalgtirlienly angiemu btlfiMlstlYa{pCOwYlm *•flitch extrads for s whpbttd b PmkR to wllndOtt a the btadbe f dealOned a Fat>.W Endowd h relmm - hpn0�. nlfe . TPmmis lrrlwdpaPinpatr ar) Ihsht Pe4mk11& aabwwws With per- -I FBC code secwno Sheet 2 of 2 one By Wood oncrete r Seal Between Buck Others Masonry opening Wood Buck & Mas'y. (Note 4a> BY Others pporr,lg By Others W-W, VIEWED FROM D.W. 1-1/4' tar (Buck Width) e'voeament o 5 a 9 (Note 2.e & 2.b.lU A A B G one B Wood 8 a ' D d� Seat Between Window& (Buck EXTERIOR Buck Uthers ,i u (Note 4.n> g p 1-1/4• Min. Waod (Note 2.a L 2.b.lU 4 a 4 Embedment 7 D E f . Shin As Req'd 7 s mci, ' $ (Note I.a) -• to L...t53n 9 :'Il 1/4' Max, / 6 5 me p Shim Space-1J B K B 11, Roo. q f, StUCCP B Others Y Shim As Req'd W'H' F G+ g Perimeter (Note 1:a) P6 O O Seat By Others (Note 2:a b 2.b.1) I H i __.. Seat Between erimeter L'mvirlow rh d E 3 Slh Window Flange Seal By w:thp & Wald Buck kna. >S 7 A ELEVATION Others (Nate 2.a & 2.0) (Note 2.a $ ? qF+ F.H. (Frame B F.W. & 2.WD v (Frame Width) .. .. " 1 I Height) (Buck 4 Hell PARTS LIST 1 He Frame " F4 Hem nge Concrete Or Stucco By pther5 Sock Between Is i Wood Buck SECTION B-8 & Mas'y, operingQ 1 2 M-Flar"Farm Opening By Others Mosonry 3 Jamb - Flange Frame By Others Mote 2.n & 2.b.ID Perimeter Seal By �4J Others - Interior 4 LM�R l-Sash 5 Jam, - Sash ,v , i v Concrete pe v F Qpening //// Finish 6 GWzbvB y By Others Ot I (Note 2•a & 2.b.ID By OThers / 7 -See Not (S)en1 (cj i-3/B' y - 8 3116' Dia Fiat Heed aoncrets Screw Min. Emb. , . with mhhinawn walking betl in shear a 2X4, 2X6, 2X3 Wood Buck v a Q V Q 180 boat 1 1/4' embediinrrt see Note By others (Note 4.b, L and S) i Q (1) on Shed 2 & Note 7 on Orswing One By Wood Buck By Others V. Q FLEX20100. (OPTIONAL) (Note 4,a.11.2 & M) Q Q ° . Q . 9 9 fig Foie HW Wood or Tapping Screw Q Q Q Q With a mnimum embedment d 1 •'J/B'• 9 Q ,q Q Q Q Into 'Structural Two By Suds or I5 t� Q Q Frsmivg . See Note rL) on Sheet 7 and Seal between window Precnst Sill by others. NoteBonDeawkgFLEx2Dt0D. SSECTION A —A (ALTERNATE) Shown. Aiju- Oster 31/02/rp Flange & precast sill Configurations may vary. 10#8Flat Head! Wood orTe38+;og,Screw applicable to Section B-B for installation with two $afI'm w/Vulkem ilb adhesive seopant or approved equal. SA—Ay into ft,�8 embedment° by with or w/o one by wood bucks. cited" or M (Note 2.b.D Naps 00 on Sheet 2 and Note 8 on Reber(J. P.E GENERAL NOTES Drawing FLEM1W. eo, DISCLAIMER: The purpose d (term FL Llaelse No, 497 497sz (1 be 15) See General Notes Drawing FLEX20100, Shoat 1 6 2. imtsMetbn drawing Is to present fhe manufactures mmwinrdatlor s paranchorage 04 Mbsbm Series 1000 Single Hug Aluminum Window Is show. Also applicable to Milestone Sales IWO and 2000 %Via Hong Alurnnum Wlndow& , k j •• •• . (9) Drawing applaabb b t4Wh•Imhpact RsoiSiet glazed widaa. screws lapp fps' ad Vitaaent (cj Production Glazing troy defer fipn That teebd as mowed by AFIS7/AAMA/NW)iMOA 101lLS 2, 1D1/LS 71NAF5 a MN1A/Wq UyCSA lOfJLS. 2/A440 sro applicable Building Code. See Note 12 Strltctusl AtllRelve (a War, crop wed °r `,, am 13 on Drawing FLEX 20100 for further delete. "At) as appeabte) to acnbre the design (D) For Fastener Location 6 QurpMs am Shest 2 d this (kew8g. See Note (tQ regarding devletlom. pressure specified on the Nreabatbn I : a : OD Ca ue0 anew edge dsterm nwa&wW fmn ed01e d b cwte?lre dboncrey screw mutt meet or exceed 2 1W Wkwnum sae mho arldednart tar Prod LbL sae product a required by the gaol Florida Noy (H) regarding awioeons. Wood Ostenae from d b4lrltsfN{D d tapping 1". patdmun Part See Note 04*WV Cade (I�, Section 1707.4.4, 2M FEC•8u0dtg, Section 1714,5.4 and the 2004 ?�fj0, IF) so" edge mwruetl edge wool wood or fOeeW mlilef meal Of excised 612e and embetlnant per Let (H) mgatdthg �-. SeCmn f1b33.& ....... •� v`` d4malxr». Rscommendabons regarding flashing, .., 4q. tin (G) Nat used. soling, sealants d dhe joalt sealant v " ..•.., "' Any,deviationthe mnenum re%eemorte stated must be approved by the manufacturer or engineered lly "other' Design Praeeaone, In accordance with the applicable 9uibi Cods practices ss donot canrtibt4 a were ly end Approval.nfeesthan either exPrvow or br$w. �*wi NO. FLt:X21110 Sheet 1 of 2 FASTENER LOCATION TABLE (sae Elevation VI"J Size Code Buck Co7ncrets Screw Location Width Height (lead Jambs 12 18 1/8 25 A, C D, E, F, G, H, 1 13 18 1/8 37 3/8 A, C D, E F, G, H, I 14 18 1/8 49 5/8 A, C D: E: G. H, 1 145 18 1/8 55 1/4 A. C D, E, F, G, H, I 15 1 18 1/8 62 A, C D, E F G H I 16 18 1/8 71 A C I D, E, F, G H, I, J, K 17 16 im 83 A, C D, E F, G, H, 1, J, K 1H2 25 1/2 25 A, C D, E, F, G, H I 11i3 25 1d 37 3/8 A C D E F G H I 1144 25 12 49 5/8 A C O E F G H I 1H45 25 12 55 19 A, C D, E. F, G H, I 1 H5 25 12 62 1 A, C D, E F, G. H, 1 1 H6 25 12 71 A, C D, E, F, G H, ( J, K 1 H7 25 12 83 A C D E, F G, H. I, J K 3H2 29 V2 25 A, C Ell E, F, G, H, I 3113 29 12 37 3/8 A. C D, E F, G. 1 31,14 29 f2 49 5/8 A, C D, E F, G, K I 31145 1 29 12 55 1/4 A. C D E, F G H ( 31-15 29 12 82 A. C D E, F, G H, I 3H6 29 12 71 A, C D, E F, G, H. 1,J, K --3H7 29 12 83 _ A. C D, E, F, G, H. k J, K 22 36 25 A, C D, E, F, G, H. 1 23 36 37 3/8 A. C D, E, F, G, H I 24 36 49 5/8 A C D, E, F,G, 1 245 36 _ 55 1/4 A C T _ D E F G H 1 25 36 62 A C I D E F G, H I 26 36 71 A, C D, E, F, G, K I, J, K 27 36 83 A. C D, E F G, H. I, J K 482 47 25 A, B C D, E F, G H I 483 47 37 3IB A, B, C D 484 47 49 W8 A B, C D, E, F, G, H 1 4845 47 55 114 A, B, C D, E, F. G, H. 1 485 47 62 A B C D E F G H I 488 47 71 ABC DE FGH ,(J,K 487 47 83 A, B, C D. E F. G H. L J K 32 52 1/8 25 A B, C D E F G, H, 1 33 1 52 1/8 37 318 A, B C D, E. F, G H 1 34 52 1/8 49 5/8 A, B, C D E, F, G H, 1 345 52 1/8 -52 55 114 A, BBC D, E, F G, H, 1 35 1/8 63 A, 8, C D, E, F G, H, 1 36 52 118 71 ABC DE F G,H,(JK 37 Note 1 52 1/8 83 A, 8, C D, E, F. G, H, I, J, K Notes 1) Only applicable to Series 2000. FASTENER INSTALLATION nISTRucnx M - FLM1110 3/14r OMCONCRETE SOtEW WUN NON -STRUCTURAL ONE BY WOOD SUCI6 (1) Where wfodow Is installed in an opening with a non-strucOural we by Wood buck for the head and jambs and masonry, or conerela A, irst#EatiOn W as fdbvts: . At the head and jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-1/4" Into masonry or concrettes. See "Parts LWt" on Sheet 1 of this drawing for axtaebe screw tie, embedment and load fjr � I le � f ddtt . I! 6 A A 11 requirements. See RE)20100, Nate 7 for eddElorrel concrete shrew requietnahts. I - At the sill, applya Structural Adhesive Sealarnt meMktg toe requ of Nate 2.b.I on FID211100 far the full length of 21 I the Sir. I � (3) Sex fastener location table this sheet for concrete screw locations and any additional Installation requi en lens (IQ Any remaining factory applied irstaflabon fastener hole in the head at location "B" not used for ealcrebe screw pn6fdtetion per the fastaier location table shag be filled vft a #8 wood screws of suffIdent length to provide min. 5W embedment Into woof buck See 1 of for a 1 'Parts LW On Sheet thW wood screw size and embedment requirements. See RDQO 00 Note 8 far additional wood drawing requltenre +� screw recptlrerrhembt. its 010 WOOD SCREW WITH STRUC URAL TWO BY WOOD KKK AND OPTIONAL ONE BY WOOD SUCK (SUCTION A•A ALTERNATE ILLUSTRATES THIS OPTIOK SINAAR FOR SECTION B-a)c . 9 I (L) Where window W nstalled in an ope ni g with a structuMud ral two by wood s fa jambs the head and and a masarcy or concrete SIN, Installation W o as follows: � 1 . At the head and jambs, use *10 wood sawn of sufficient length to achieve 1.31W min. Embedment into the two by wood I bud(. See "Parts List" on Sheet 1 of this drawing for wood screw size and embedment. See RE(20100, Note 8 for additional cI i wood screw requirements. , - e At the sill,py apa Structural AdheaNe Sealant meeting the requirements of Nate 2.b.1 an FLE)QO1OD far the full length of . the 59, (N) If a two by and one by wood buck are used together (See Section A -A ADernate, similar for Section B-B), then #10 wood Screws AR of stcient krgtn W achieve 1-3/0' min. embedment into the two by wood buck will be Laced are the one by wood buds will be I secured to fife two by wood Murk as required in Note 4.a.11.2 on drawing R. EX201Do. 11 88 (N) #10 wood screws shag be installed at all factory applied Installationfastener hole locations. g (0) Wood screws shall not be used to fasten assembly Into the end grain of wood. 9 DESIGN PRESSURE RATTNH • FBC CODE COMPLIANCE V:EWED FROM EXTERIOR (P) If cod Window size W not fisted In fastener Installation table, use fastener (FASTENER LOCATIONS) quaraylisted Wnextlarger size. M F W, (9) Installations depicted In these Instructions acceptable for design pressures to 70 PSF fox the widow sizes shown In the table, Design Pressures (D.P.) are po6kive and rhegat)ve Overall window assaribly deign pressure may be less A B C awn that shown In the fastener location table and shall be determined In aaordance with Note 13 of FLEI20101D. 0 -- — -- E (R) Production Glazing may differ from that tamed as alkpwed by 101/1.5. 2, 101/1.S. 2/NAPS or AAMA/WDMA/CS41a1A.S. pow /07 $C w WS ne.ven Mr. au Coe died OF IN a 2IA440 and applicable Building Code. See Note 12 d 13 on Drawing FLEX / 20100 for further details, K (ANSi/AAMA(NWWDA J S Two wood buck and/or framingat the tread and to be securely to fastened transfer the b to the masonry, concrete a other Structural F. F!. F G wbstrata per the FBC and the engineer of records detaiW as applicable. (T') See R =0100, Notes 10 to 15 for additional FBC Code CompAahce, L// H I ELEVATION ° Nt2of2-- 10 -- e 4. . % .4-, z � . . . . eJ ' LE T— — i 1' MIN, EMBEDMENT (Wood Screw) ,_FRAME WIDTH (F.W.) BUCK WIDTH <B:WJ 1/4' MAX. _ Centertlne of ' SHIM SPACE Fastener ' TWo BY WODD 'Ref.' SEAL BETWEEN SHEATHING TWO BY WOOD WINDOW FIN & SHIM AS REQ'D. /� OTHERS . a'. � 1 BY OTHERS BY OTHERS SHEATHING (Note 4.b) (Note Lb) (N / (Note 4,b) I w,,, (Note 2.0 & 2.c,1) SHIM AS REO'D, � 9 8 (Note Lb) 0-I f : n 6 � I 7f \\ 1' MIN. EMBEDMENT (Wood Screw) gq I STUCCO BY OTHERS 1 DETAIL A '"' �3 7 7 I 1/4' MAX. SHEATHING SHIM SPACE PERIMETER SEAL I _j BY OTHERS Dimpled Area on Attachment Fin SEAL BETWEEN Attachment � E Fin BY OTHERS WINDOW FIN IS (Note 2.a & 2.c.11> I Ol// PERIMETER SEAL 9 S & SHEATHING e6 g (Note 2.a & 2.C.11) Wood Screw or Noi, Head must be A i a 6 BY OTHERS in full contact with Attachment Fin. g� (Noce 2,a & 2,r.Jl> STUCCO BY OTHERS Centerline of fastener shall be $ approximately 9/32" from edge of GENERAL NOTES $$66 SECTION B-B Attachment Fin. tea( V {S I (1 to 15) Sea General Notes Orewhg F1EX20100. y § sheet( 62 DISaAIMER:1rwPUPa.aar'.r.s,ou:m.w,sp.mPrw.,tuw I (A) MNleMone Soda 1000 Shgb Hung Aluminum Window is odour. Also applrosde to Mission series L° me.l.aaeh,ew-1.wNan,far 4acna-pr p.., owe trrwn, Uwe eaww, u PARTS LIST a.w am roost 9011in w A.1wp* car onerw-va.auh0 Is. w w Ih aviation. by 1 H • FlnFrame ISM and WIXI Single Hung Aluminum Whndovm adw.th.0wr p:aa,,, waa m ww,4 aanwhep era 2a3l 9.01 eulae C.k (met sedan 17a744, 2lo4 W40% sear. 2 Sill - Fin Frame Fi2AME HEIGHT (F.K) M) Drawing y Non -Impact RaelsteM IAks4&W v.20" FKIwwaW, 6w1.a R611a rhhm,w,e,te64,q 3 J Fin From .y.m"a ww tw aWemau wool Pe4iw -uw wl �' BUCK HEIGHT <B.H.) glazed wiedowt. as, . aawxwew.rmrry one ewswmawp.6 4 Lin RiNl•Sash (c) Producil Gleiing may ddyr from that tasted a 5 Jamb - Sash -9ILoaovwd by ANWAAMANWWDA 101A.S. 2, 101a.8. F INiTALLATi00f - R.OQ1110 6 Glazing Bead 0 2MAFs or AAMAhMDMWCSA 1014.8. 2/A440 and oftw�p sG� wu Q 7 Gaining - See Note (8) aad (C) - 1� appkcabie Building Cade. See Note 12 and 13 on 8 #8 Pam Mead Wood or Tapping Screw Drawing FLEX 20100 for further us%%. (N) See sheet 2 fir #B Wood Sam Installation fastens died. with a mIntmum elribeUrinerit of 1' ehto (D) For Faminer quantities and splicing as shwa 2 (L) #8 Wood Strew mint be of wfRdent length to sdhleve mkunum /1\ the str u l ual wood substrate. Sea Note 5 d thle, drawkrg. see Nob 04) regarding deviations. embadverit d 1" Into the two a wood framing. (K) & Donn Mte tlrawIng and Note (a) Wood screw and nail wfehdrawal values used to s4 See Deter •A• for () approximate loa0on d Me wood screw on the a.b & 8 On Drawing FLEX20100. � r wi Swum- tin temwith ragw'ec are Deed on w fin. 9 Round Head d Shank Nall aeood q 2 6pntcePInaF1r vritm a SpwPIWa Gtevlly d 0.50. Sce Gra su (p0 Wood saewa shall rrot be used to fasbem assembly ehb end grand with minimum 0.113' diemeyr (11 OA) 0.1Is- PERIMETER SEAL Nola(H).egardi. tleviations. (F) Wood or Lappi g screw edge detence rtwwred wood. $ -' and mirnmum wood subst d 1See OW p1A:15: the wood ey. Ses Note gets: 31lte/Of BY OTHERS INTERIOR team edge d wood to contortive d wood or tappi g 1 andstrIjDoW this d sane: NTS (0) and Deal A on (tile drswitp and (Note 2.o & 2.c.N) f FINISH BY p THERS na ftm rtwe waxeeedi". Nnimumsimand embedment per Pets Lst. See Note (H) "Wing (0) Nails shsl rnsR r oraae iw:RIA g requrenets: Notes 4.b 6 a m Dtawkg FLFat20t00. QhsAwd M: JH � e) abo era •0.113" 1i8mayf or gtsPtsr, grant Nail edgefromof ( edge dsnara pros red f art Wee d wood Mhgth b adriewe naninhum embedrrwrt of 17/B" Into tin bw by wood framing Robert 3. Amorlw, P.E. _ ._ b) d ilea must meet oasd ge a 5 (generally, nad 2 3/8' length or greater slag meet ads requirement), and FL Uawse Na 49752 .(lead (screw) d annular (rkV) shank style only. Lines Sharp Diameter, whichaver is larger. Minimum (p) Manufacturers roils mating dime requirements am (but rid limited to) the fdbw,ng: v�W 9 B size and embedment pr Para Lid. See Note (H) regarding dw4W"_ .Padode deformed shank rail, No- 404947, 404537, 6SM11 and 650148. • Duro-Fast deformed lank naa No. 325. ••: •••••••• 5 STUCCO BY OTHERS TWO BY WOOD (i) Any deviation lea star to rtirumum requirements (Wed must be approved by 8a manufacturer or engineered by'o her' Deign Professional In eaowdence with the applicable (Q) Spacing d mdb sisal be •4" Mom amdm corner d the read, sill and jsmlb4 and = .aventy aPSCed between comer fssbemers and not exceeding Me following O.C. spectre S a) 6" o.c. spacing for the lards & 8" ac. spadrg for time head & MN at 61 PSF to 70 PSF, or a SEAL BETWEEN BY OTHERS Building Code end Product Approval- b) T o.c. spadrhp for eio jambs & 9" ac. spedrp for the heed & aN at 56 PSF b 60 PSF, a '• A__f_ WINDOW FIN SHEATHING c) 7" o.c spacing for the jambs & 11" o c. spacing far the Mad & siil at 51 PSF to 55 PSF, or �IIIP (Note 4.b) L SHEATHING BY OTHERS (0 All Eed supplied bobs in the frame R requlred) will f''•.......•-' d) 8" o.c. wading for the jambs & it o.c, spacing far this head &tell to 50 PSF. y�i sA (Note 2.a L 2.c.1) be 3116' In diameter for 88 wood srawe or the shank :(Aar . sae Oetatl 'A° for approximate location a the nail on the stachmea fin. ' diameter of the nod rounded up to are n"I sta OW ....,....• SECTION A -AA I' MIN. EMBEDMENT doesnodo n drill bit Ws. (R) Nato stall not be used to Eaten assembly Into end gran of woad' (Wood Screw) (J)Wood Spews and NoIM SHALL NOT be mixed to Drawing No. FLEX21120 faSiMn the one assembly Sh lot l 9 2 No. 8 Wood and Topping Scr yi Fastener Location T4bles I �a.ca. tea a lalo ca..mq MIIM Mht& -le.adN-d aSit i-hhxa-am16 ee 4 ro 2 2$ i2 4 ro 2 2e e2 4 rho 2 s4 -.-..-..-_-- ro ..-_- ____2____ 41 4 M 1 XF d I 52 Tn • I "MOM at Lf L2 L3 Eb wham ao-owa. 2$ 1112 N. 44 pa 21 /ta 9 M 2 37 318 1 1n N. 171111 Min 3110 2 49 50 I in N. 2a 3e 4630 3 7n 2 55 14 1112 Ns to w 811E 3 We 2 62 112 7" 32 ba NI 37. 1 71 114 143e rime 07 to 37111 1 83 1 in a3ra 53 Sa Ale 37fa 1 Width eh i b a.w.Mr d la-e A SIN h-ea-vos 23112 4 m 2 2712 4 ro 2 31 Irz 4 ro 2 35 In 4 ro 2 30 In 4 pea 43112 4 yw`--- --- I a7 1n . I at L1 L2 L8 Flaboom- 7712 1 Na a t d1a 3ta4 741 2 3512 "a N. joys W &S 3 7ra 3 O112 In Na 233e 3a Sri 3We 2 47/rz _.I 1112 N- 263M 43Sa 371E 2 $I 12 1 in Na 271e 47 &$ 3 me -••.• 2 -"' 1 12 Na SI 3n sea an 3 M 2 __.M.W 71 in 1112 »3ie O3e rya 37M , xrlrz ,v2 113ra Sass rs6ta 37re , An e.l1-M" cm -.we I Wklb Rh/es I ri-rdino of Mwd aria hwn"m 1a 1e 4 ro 2 26,n 4 ro 2 2912 4 ro ] lo -.4 -� ro _._. 2 __ Al 4 vas 1 47 d 4. 1 52 is I Hw 0 et L1 LI L3 I Eb ,hell -son ore. 25 2 N. 14112 2012 1 412 2 37 3B 2 wa 20 12 31 4 1n 2 46 5m _ 3 we lain O 41n ---,-i-- 68 1/4 2 N. 29112 5/ 4 in 2 62 2 Is 321n 6712 4112 71 2 20 4112 012 4in 1 83 2 29 5312 71 v2 4112 , wwo ehrb 0.10.11-dlife, awl ImYm.a-n 23 In 4 ro 2 21 In 4 ro 2 3112 4 re 2 36112 . ro - 2 39 In 4 yr I Oil 4 -----'7;;;---- --- -I 47112 4 y.h aww Et I L1 L2 L3 I Eb Nba-sw 2712 2 1 We 15 In 22 41.7 2 36 In 2 N. to in 31 d+2 2 4312 2 Nf 23 In 3e ♦ 12 2 p 12 2 N. 26 12 41 4 In 2 --5112 2 N. 27 In 4T a 12 ___'_F___ 91,14 2 N. 31 112 63 4 in 2 711,2 2 20 43112 w 4in / sIn J 7e 66In 7a 4+n 1 DESIGN PRESSURE RATING & FBC CODE COMPLIANCE e (3) if exact window size rat BUCK & Frame in fastener location Centertlne Width Q!'glad table, use fastener locations Of Head listed for next larger size. Eh h Et M Installations depicted in these instructions acceptable for Qdesign pressures to TO i,� t oPSFwn for the wiK)ow sizes shown �y' in the table. Design L Pressures (D.P.) are posltiye Buck & and negative. Overall Frame window assembly design Height I pressure may be leas than 70 PSF and shall / Eb de or determined in accordance1 with Note 13 of FLF_X20100. ___L (U) Production Glazing may dWW ham that tested as allowed Es s by ANSUMMWNWWDA Centerline -� Of Slit 1Q 1011I.S. 2. 101A.S. 2/NAFS IN(y y,)t ALLTli .uL1tL.Ym._1N Nm. 1 /�\ ZL of AAMANVDMaC'SA 101A.S, 2IA440 and Wlndnw Slze Annikablllty >36' to 52-1/8' Wide at Head & Slit applicable Building Code. >59-1/2' to e3-1/2' High at Jambs See Note 12 and 13 on Drawing FLEX 20100 for Buck & further details. Frame M Structural two by wood buck and/or framing at the head, Width Eh Eh sill and jambs to be securely Et fastened to transfer the bad - to the wood structural ' substrate per the FBC and i the engineer of record's details as applicable. L2 M 315 FLEX Niles to Buck &I additional Code 15 for addkional FBC Cade Frame Compliance. Heigh# 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 table above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. 1 or No. 2 illustrations at right. The applicable installation illustration is noted in the table. 3) Install the No. 8 Wood or Topping Screws of the locations shown in the table. Tolerance is + / - I 4) An installation fastener is only required at the centerline of the head and sill when indicated in the table as "yes". If 'no", on installation fasterner is not required at the centerline of the head and sill. 5) This table is NOT applicable to the nailing option. See Notes 0, P, 0, and R for nail installation locations and spacing. 1NSTALLTION No, 2 Q Window S17e ApoUcahlllt� to 36' Wide at Head & Sit to 59-1/2' High at Jambs .�I �� & 0 . i age L3 I 61ts I �jiI 1I F it 13 L3 DON 31/ie/ail I &;N w MT5 braww tin im Ing No. FLEX21120 Sheet 2 of 2 DANSCO Ili ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 1 o 0! In w OM� 14 � M ��Ot�D Z amM� fn � � H=LL r�7''I ) Z zE goo _j . W z o tD ULU = _J 0Q LL ,,W0 vILK Qa_ co CL THIS IS A NON ENGINEERED SHEET BASED ON PRODUCT APPROVAL INFORMATION LOCATED ON THE STATE OF FLORIDA'S PRODUCT APPROVAL SITE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONIHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL FORIION OF THIS DRAWING ONLY. e2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. SHEET TITLE: FLORIDA EXTRUDERS WINDOWS SHEET INFORMATION: JOB NO.: DATE ISSUED: 09.04.07 DRAWN BY: DZ REVIEWED BY: TH WD IeO SHIM AS RE'U'D PARTS LIST TWO BY WOOD BUCK OR (Note Lc) t Heed-FlaMeFrame FRAMING BY OTHERS (Note 4b & W) SEAL BETWEEN 11 2 Ja-Fl�Frara d e FLANGE 3 Jamb • Flange Frame t { DOOR 4 Hurt - Pere! iy 5 S)e-Panel mt 9 Note 2•cI& 2•d,16) TWO BY WOO➢ 6 L�St�-Panel ' g `� HY OTHERS 7 interlock -Panel SEAL BETWEEN g (Note 4.b & W) 8 Hook HOOK STRIP & J R SHEATHING �' a FASTENERS SHOWN WOOD BUCK BY OTHERS 9 Glazing, See Note (8) end m IN SAME PLANE FOR (Note 2.n & 2.d.01> I 10 3/tti Die. Flat Mead Concrete Screw with mirtanurn CLARITY ONLY. HOOK 1/4' MAX. STRIP ANCHOR HOLES gY -- working load In shear of I80 Poe at t-1/4" embodint . 1 1/8• MIN. N SHIM SPAC OPPOSI 2• APART ITN Sea Nom (K) On His thewilg end Not 7 On DrexM9 OPPOSITE FLANGES.) €MBfDMEN7 a, 1 FLEX2o100. (TYP.) 11 N8 Wood «Topping Screw with a mini m rn T * A YP• 11 _ - -+ embedment of 1.118" into two by franring. See Note (P) g 8 -. l on this drawl g and Note 8 on Draw4eg FLEX20100. 4 12 p8 Wood «Tapping Screw with Plastic Inserts (Note 8.1 8 k 1 2 7/8' MAX. u u 41 1-1/8' MIN. on Ft EX20100) et a minimum ameedmert a 7/8" ino g Is Ii 5 1 _. STUCCO EMBEDMENT the concrete slR. See Note (0) on this drewiN and Not .Wr . OR SIDING 8 on Drawing FL.EX20100. g C- 1 F A BY OTHERS ii� SHEATHING All e d O BY OTHERS I' �4 $ PESEALTBY� + F3 H❑❑K STRIP Se OTHERS (Note 2.o. DETAIL & 2.d,eD A 9 �-S.G,D• WIDTH 1/4' MAX. SHIM SPACE SECTION A -A 1-1/8 MIN. E L r� S.G.D. EMBEBMENT � HEIGHT 3 TWO BY WOOD / // / BY OTHERS SEALANT (Note 4.b & W> B B %aZ REQUIRED �/_\\ (Note 2.n & 2.d.iR) SHIM AS REQ'D, a (Note Lc) A EXTERIOR ELEVA,Iij,ZN SHIM AS DoeC 3102/07 REWD 2 PANEL DOOR SHOWN (Note CSEE NOTES CC), (D) & CE» OSewoNTS a.atea"M I,G 1/4' MAX--t v. 1O IlaFLLice�MNo. 4972.1, SHIM SPACE I/2'A DISCLAIMER: Tile pepose a Nk SEAL BETWEEN :stellaft drawhg alto prhse tthe aWL1 t , ° A A A g 6 DOOR FLANGE �rC &scar � ens wd '/(to ._ < &SHEATHING • •• '•.94•. ,6 a0ievattha - (Note 2.n & 2.d.iID A . o pg—sges�- v. EMBEDMENT rent atort Pit a" requsad by to : o ' Pkx des Bibkg Cbde(PBection tlorl 12 1-114' MIN. PERIMETER t— SHEATHING 1702 1707.4.4, 2004 FBGBufldkg, SeNorh U14.S.4andthm2009FBGRspdwMlat } SEAL BY BY OTHERS L 1 O Sexton R613.6. ReconsnrMiabon; 4p P OTHERS STUCCO eft. TK' -• regarding ilffititt9, sealing, sealaKs or `Y . UBERNI.Y APPLY SEALANT (Note 2.n & 2XIAD OR SIDING other pint"want"dim dose riot •�' ""'""''' -- CONCRETE OR UNDER SILL OR SET SILL IN BY OTHERS constitute a warranty ethereapresador BED OF CONCRETE (Note 2.0ii). MASONRY OPENING SECTION B-B ,ogled. Drawing No. FLEX24111 SHIM AS RECURRED (Note 1.c). BY OTHERS Street 1 (7f 2 Fastener hut&#Won Chart GENERAL MOTES Q she R tlY.d Quan wofF X F^ I -- 1 sw Cods Coi,ewr.aon J.mb H4ad sit M9p1 Soup (1 to is) See General Notes Drawing FLEIMID0, Sheet 1 & 2. wade Height 1' 9 a ewe 5 Ca crews (A) Milestone SMos 1000 Sliding Glass Door is shown. Also applicable to Milestone Series 20M Sliding Glass Door. y d 4080 xo 48_ -- a_- .._lgl_ .._.-§__--.. /� B Drawl Xa xX oxo eo ao e e s e () eg appf isle tq Non Impact Resisaant S) dxg Glass Doors glaaed w th 3l16" fUpy tempered gisss See PFOba M. r (C soae xo l ' 1 I am xx ox xo R ao e e 4 a (C) Where "X' represents prov ng panel and "0' represents fixed pare!, approved aonfig"ons are as listed on the fastener Installation chart f, � �i soea _oXxo se $0 �—. ,—to 01 o-- on Street 2. -XX. OX. '� +2 7 'B g 10008 XO 120 00 6 1 6 " -A" Hods Ser Detail I' an th s did ' howeve ifatdllation sect tins A B & aG ate° on the fastener (Fart ant shown , P ! t 6 3 10 (D) Not eprrfguratfons WNg, , X%.cix.x b0 6080 XX Ox.XO 72 96 fib a 4 10 apply to installation of all approved configuratbrLs, I stet xx ox�x e6 10 10 _)_ _ ,o (E} FOr pocket door cOnfiguradars, rue UDSB6t by pass do« size and Cntt)guratlon In the dtaR to the tlnWled apening of the Dodr4t do«. _ _ _ _ - " -1 1 xx ox xo 1 - 9e 10 a 2, + (F) COnaete Mew edge distance measwed from edge of (bnaete/masmy/block to oen0erInc of oonaete stew muR mat «ocxed 21/4". • 50t00 XX,OX.XO 80 120 12 6 3 ) 12 1 6010D xx ox xo 72 12C 12 a s 12 Minimum sae and embedment per Parts List. See Note (J) regarding deviations. R g � 80100 XX, OX x0 0e +.20 12 1 D 5 i2 (G) Wood « tapping screw edge dkfance measured from edge Of wood receiving tie point to centerfkle of wood « tapping saw must meet � I Nose oxo toe +ro eo _ to _. em1, «exceed 1". Minimum size and embedment per Parts List. See Note (3) regarding dW*tk - - 12006 oX0 145 1A so a 14 9 2 e 1 15004 OX0 Ili Ins bD a to lz s (H} AN Held supplied holes in the frame ((f requked) will be 3/16" in diameter. stet oxo too IN 96 to 10 7 2 I 1 o Q (I) Wood screw widKkewal values used to generate the fastening requirements are based on Spruce -Pine -Fur with a Specific Grawty of 0,50, lzceo aQ 14s_1ro Nit t0 is a 10 SeeNote(3)regardinpdevladors. Ip a by^ _ _ _Jo 1 O-- 1 i' i're 96� -10u ---�t4 � 1 t 9p100 _ OXO 1a IA so t2 10 7 2, 12 (]) Any devtation less than the minimum requirements stated must be approved try the mam/factuirer or iongir erred by "otrer Design e g . i 120100 OXO 145 fro 120 12 14 11 12 Professional n accordance With (tie appNcab @ I)uldmg (:Ode end ProdrsQ Approval. aoes 106 us e0 a to 6 11 a 5 41 a g t20M xxX 142 SM 8o a to 9 2j- _ s - . t -- - 17 -- rot 1.. 9 FA�R11NSTNj11 o 2 Vt a bo m it vi x 90eo XXX 100 are W 10 to 8 1 t 10 t0eo xxx tat sA 99 o u 0 0 3116 OIL CONCRETE SCREW WITH SILL ,stet xxx 178 Ere 96 10 to 14 10 • 901w X%X f0e Sie t_n 12 D 7 z z --. --. __-- -- ___-- -. -- N i aonaeie9trewawafii(kent roachieve xxx 1 14 „ (IQ Where door is Installed in an opening with a masonry « concrete s[ , use a 3/16 d ameter lergttt s e QA I e IR li 12 10esa woo 1,9 6A so a u 7 , n e minimum embedment of 1-1/4' into masonry or concrete, See "Parts List" on Sheet 1 of this draw i g for concrete screw sae, embedment s 1A xase _ oxxo 1a3 ye so e__ s _ slag a and load "Irements. See FiEX20100, Note 7 for additional concrete screw requirements. - -- - e 16098 oxxo 191 As go- 8 to 13 8 10 ((') � Iret'almtlOFl Chaff nil$ 4lleei f0f (Driaeta SQeW QUartItE6 8rd aCtdltt«rat InKjailatpl fagUlferi1p71Cy. c - to= _ OxXO 118 5/a Bar to 12 a 2 ___ .. _.__ -.._ ____._ _ ... , o .' (M) Install are concrete screw in each it of t2080 - OXkO _ i13__ 518 M 70 14 10 (p3) _ ^ Po factory applied installoiien holes unless no0ad atarwae On eta (astrner irsmllatkxh chart It is ISM OXX0 191 sill 98 0 e fie 10 U acceptable t0 !install a 3/16" diameter concrete screw with a 1-1/4" embedment in all !toles in the sill which will exceed the minimum Ito+00 oxxo 1t8 r 1z9 tz 2 e Oz 12 ii_ i~�_ _7 _ii_._ regWrernents of the Feffiertner Instalmtbn CMrt. .1w _oxx`o. ,4s_.g� 1w=_._. _ n i■100 oxxo 197 SA 120 --- 12 18 17 8 1T (N) Alternate concrete screw Installation fasteners front to back n the sill frame m ember when both wits Of holes are not Used• � noose xtlxx ,17 fix ao a iz 7�C 1 a (0) All refr*nig Factory epp8ed Ifstall on fastener Fhoies n the sill not Lased for concrete screw installation shall, be anchored with plasM - - _ - _ 12060 - 41-114 " a t4 2 anc ors (see R,FXMIOO, Note 8.j for deta)Is) and #8 wood screws of wdfi(tert length to provide min. 7/8" in. embedme t Into the t606s xxxx log iµ so 8 to 13 9 Opyhpa� «m85Mry, See mats LLst' on Shehet 1 d t1nLs glrawing Mr wood saeva sae end ■rnbeMhhet reQlJiemeft5. Sea fl.E)QO100, Mote 10680 %%f0( 117 t4 99 10 12 8 2 10 i2080 XXXX _ ,4, ,a ee _ ,o ,a_ _ ,cam ---'D_._ 8 fir addmmhal wood screw rewhrernerts. � - , 160 XXXX tag 1fa TO 1- tb 1 I0lw 1N 1 t6 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK FOR HEAD, 3AMDS ARID POCIWT DOOR NOOK STRIP: 120100 XXx% 141 ill 20 ____ _ 12 _- _ 14 11 kn4) _ 12 _ Q ! 1a010n X%XX 1eN 1R 120 12 - 13 - 17 12 ," Pasmnr ReW chart Mow: 1 (P) Where the head, jambs and pocket door hook strip is Installed in a wood openig with a structural two by wood buck and/« framing, use Q atkm *8 woad screws of NLif ident length to adtleve 1-1/8" m)nsnum ar�dment into the two by wrood buck and/or framing revel irg that point Dow 3142/07 1) In some me" concrete screws am only required in One of ate Factory applied aKmllation hole at ail factory applied install Lion holes. See 'Parts List" on She t 1 of this drawing for wood screw size and embedment requirements. See 66W O.a., a hde set b"e19 tl1e two tales Iykhg in a plane parymdiWlar w are wlauh wX the door inane). n thor casr doolom ed"-W n tr vemnation chart, one Of are nobs will raw" a RPX20100, Nobs 8 for additional wood strew r equarements. �� MS Dre.n nuy: nOA Concrete Screw and to remaining holes will be filled n accordance wall Note O and P. (q) See fasten« i stallation dart des sheet f« a8 wood screw requbemards n jamb(s), !head and hook >�ip. 2) In ear cases concrete screws are required n both factory applied Installation hole sate. Mi. Q (R) Not used. asthma Ow JM through MW drlpndee In which size & owilguredons two corxaet screws are required. TM (S) Woad screws shall not be used to fasten assembly into end gran of wood. remaining home via! be filled n accordance w it1 Ndr O and P. ArD1" mean, ns% two concrete stews in ore set of nsmastion hoW. bro2• mean, meta: two Conov* am" n Iwo sum of arstellatbn holes. ��P�������� c)'D3' torn. insure two concrete screws In twee sent of Imessletbn hobs, d)'o t' mean. nsmn two concrete ecr■wa n four sate a in"Istion holes (T) It exact door size Is riot l� in fastener irsta ladon chart, use fastener qurstity listed for nod larger size, for the appopriate design e) n)S merre, instaN ,am concrete avows n Me Sete of instalbtbn hoes- pressure ram, 0'D6" means, :natali two concrete screws In six aunt or nkailatlon hoes. (U) Installatbrss depicted n these msibuxtlons acceptable for design pressures to 55 PSF for the wlndoww saes shown In the dart. Design 9) "0r means, Install two ooncrete sexews In seven site of installation horns. Pressures (D.P.) are positlwe and negative. Overall window assembly deign pressure may be less then that sholrm n the fastens h)'DB' min, install two concrete screws n eight amte of lnlswebw hors. 3) Location of addW9r+al ooncrete am" n heed & sin should be likiat zed ae knows: quritity table and shall be determined in accordance with Note 13 of FLIDMI00. AN (fin Production Glazhg may differ from that imbed as allowed by ANSVAAKA/N WA DA 101/I.S. 2, 101/I.S, 2/NAFS or AAMAq`WDMAjCSA a) Fleet adispw t m iiv errock a bull Mess In head & aD. b) Secandy. at each end a head & i n.I rtew)amb comer, if needed. I01/I.S. 2/A440 ell applicable Building Cade- See Note 12 and 13 on Drawing FLEX 20100 for further details. 0) Locations in Mead a sit 1Mer Nan as sated n a & b, (W) Two by wood and/or naming to be securely fastened to transfer the bad to the maswwy, concrete or 4) Location of addWorrl convent screws In Wombs should be pnoddzed es folblw' other structural substrate per the FBC and the engineer of records details as applic". a) F•Trsl, adjacent to lodkii m W111be. b) secondly. at each end of;ambs raw head a sir comers (x) sea FLEX20100, Notes to to Is for add tkxal FBC code compllence. Drawhig No. F=4111 c) Locations n;ambs other than as based !n a & b. Sheet 2 Of 2 s) CS " concrete screw and WS = wood screw CONCRETE OR SEAL BETWEEN DIS(]RIMER:fin.a.wpporowmawIii,is a,aeroalwaesw MgSIONRY OPENING WOO➢ BUCK & MAS'Y. CnNCRrTF nR!renAmw.,emmnnWmras"ev.x0.ac0!asewaawmdroawr, DNE BY WOOD BUCK BY CONCRETE l'IR BY OTHERS OPENING BY OTHERS 8 MASONRY OPENING �p°,s a"dwlee YaL,U"aAdhWm(wWwat0101'dw'"'o"I OTHERS <Note 4.a) MASONRY OPENING r"r PI -_ BY DTFIERS ONE BY WOOD (Note 2.n & 2.b.ID HY OTHERS °esib�"I IQ a,_H1°d"q"y1°d101° 61 a"�"�"dO1 P0°"r �--_ r d tiaa.blase.7aatrowadla,praakracyseaa:no7ww,xao. BUCK WIDTH---..-•-.---..« �+ ng BUCK BY OTHERS !-1/4 NJN t (NOTE 4.n) rtci!n4F40 m:IlV.4mdd.WMklg cssnorw.*t!Fb:36. <B.VJ I/4' SMA-IEMDFENT G". a 19 .a fl4wmelesuo'6laaranaatl'nq.'em9q.,seiaa cy°se i•irtwWs SPACE MAX. � SEAL BETWEEN 4 p r a- 1-1/4' MIN, P.k81a.d®n"Irdlmww lart.rpeeer e9..m.d or wersd EMBEDMENT a. O3 SHIM AS REO'D� WINDOW FLANGE e p Q f (Note l.n) & WOOD BUCK (Note 2,o 2X4, 2X6, 2XB WOOD BUCK I g' � (Note S) B �( & 2.bdO BY OTHERS 4k, L and ----- 1/4' SHIM v - d SECTION A -A (ALTERNATE) 6 _ __ _ _ II E g i 1-3/8' F r in D i n ith w 7 STUCCO I MIN. EMB. 9 wood bucks. BY OTHERS Similar for Section B-B O W �noi sh n . r i SHIM AS REO'D. STiJCCO PERIME?_R S_AL (Note :.a) BY OTHERS o E I BY OTHERS �`-'•� I SEAL BETWEEN g } I p� CNote 2n BUCK HEIGIiT �+--- FRAME WTH. WINDOW FLANGE g,Q Ft I & 2,a.1;: (B,H.> GENERAL NOTES I A & WOOD BUCK 1 . a _11r I 1 (/ to 15)) See General NWr Drawing (Note 2.n & 2.b.N) - 3 FLEX20100. Sheet l&2. F PERIMETER SEAL @@ 5 q BY OTHERS I p (A)Ml eW* Serbs I DOD Horizontal C FRAME NEIGH? FRAME (Note 2.a & 2-boll) !� .:. .€X <F,HJ Sfding AWmlrnhm Window n XO, OX HGT. •9�t 0 B B I 7 6 andXOXwnNgaatarisshown. --- FRAME WIDTH b( (0) or"" q)moaw o Non•Impacl � CF. WJ E r78S SEAL BETWEEN 5 Resistant glazedwindow'a' SEAL BETWEEN WINDDw FLANGE (C)Produc4mGlazingmaydi8erfrom SECTION WOOD BUCK & & PRECAST SILL IhattestedasaYoweaby o MAST. OPENING 2 A v M NRIOR L)-i3 BY OTHERS W/VULKEM 116 ANSI/AAMAMWWDA 101/I.S. 2, 101/I.S. VIEWED I ADHESIVE SEALANT 2/NAFSorMNWWDMA(CSAJOILA.S. (Note 2�a & 2.b•R) OR APPROVED EOL. INTERIOR 2/A440 and 1loWkxbis Buildmp Code. FASTBN■R INBTAlJJ1T10N it16TRUCT301tl - FLID(LSila (WNflNUED ON titiEET 2) ' (Note 2.b-n % FINISH BY See Note 12 and 13 on Drawing F LE:X OTHERS 2g100 far hither detailk. 3/16" DU. CONCR[T[ SOtIW MRT}i NON•STRUCii1RAL ON! 6Y WOOD aUCK: Qi -_ --- _ - _ _ 1j (0) F« Faataha Ckrerltiees aW 8hset 2 V a) F drawing, Set Notes s oohed (1) Where window la Installed n an openi g kith a non-structural one by wood beak far the heed and s w V v t - V dawasons. jambs and masorey or cotcrette sit, inscepatlon 1s as follows: at At the head and Jambs, use a 3/16' a lemeter conbete screw a afibem length to achieve v V Q (11) Concrete &crew edge Olken minimum arlledment of 1-1/4' into nesonry v concete. See'Parts Ust' on this drawing for �C V Q w _ V measured horn edge of concrete strew sire, embedment ad lead raqukenrrK6. Sao FLE=10D, Note 7 fv additional `a' - oo� to amain a concrete screw requiredmerts, I a .. ' lu V V q c ncrete screw must meet «exceed 2 . At the all, apply a Structural Adhesive Saslont for the full lalp a the SIR meeting the V V V V 19 V Ill". Minimum um and embedret per requiremen s a Note 2.b.1 on FUEM100. Dam: 21/L4/0a Q Pats Lek. See Note (H) regWng (3) See fastener * wary table on &hit 2 for mrwate screw gwnotla all addtlonal wsdllabon Oslo: NON dewabon0. reulraraft Dre.rn eymA Precast SIR( b others. PERIMETER SEAL BY y (F) woos v tAPimg avow edge (K) Horizontal SIOM XOOX and XOX ccrAiguraaons are taWlc&td with the raNked number a holes c h.drd M13H Conftguratlpns nny vory. OTHERS (Note 2.a & 2,b.li) dis6uha rneasteed frwu edge of wood for hWMA ons, All factory applled ImteMm lostner holes n the head and *nos WN be Mid with R°Ea't 7 "'a P'` SECTION A — A concrete straws in accordance with note m above O. 49 o cerdeAine on woad Or laepihp screw a LIceae Nit a975i PARTS LIST must most or exceed 1'. Mnimum stzs ww WOOD SCREW WITH mRUCIURAL TWO BY WOOD KKK (area Ilacdon A -A, ARanrb �u 1 Head - Flange Frame and ambeadntad per Pats List See oar Shoe� L SYNNr For sacbm Bi): 2 Frame Nat(H) regarding deviatorts. - �.aa ` '•• •k SRI-Flange � 3 - Flange Frame (0) Not Used (L) Where wdndow is Installed n an openi a structural two by wood buck for it* heed am ' 4 Hoed - Sash (M) Any deviation lrs Man the minnum jambs a cl a +khror"Y « wnoece sB, Installation is as follows: 5 Sllt - Sash mgLararents stated must be approved . At the head and Jambs, use a10 wood screws a sufficient length m adliI 1-3/8' ran. 8 Gfezirg Bead bt• to manufacturw v etpirreehsd by enetedlnnnerht inn the two by wood tx)rk Sce'Pab List' on the drawing f« wood stew sre • 7 See Note (8) and (C) 'oahae Design Probasbnal n and embeadlrent See FLEX2010o, Not 8 t« addltlonal wood so" mMme no=. .A� the S°uc6aal AdhesNe Sealant (or the full keno a the SRI dreebrag the 8 3/3 Die. Flat Fiend Comet Screw with rtln mum work ng bad in shear a accordance worth 8e applleMe BLOOM • At sill, apply a ,..IRS r'� Pft� • •.'"r; ,,•'•�' Q180 Ms at 1 1W embedment See Note (1) on this drawing and Note 7 on Code aid Prod1)ct Approval. reghirematte a Not blb.1 is OMNI for w . 1 (M) Sac faweter gxariaty lade this >daet for wood screw gkerdtes wd addrbrol Irsbailetl0n !"„ �'i Dnswing FLEX20100. '' •" "h, 9 #10 Flat Head Wood or Tapping Screw with a minimum embedment a 1.3J8' N) lomm�tal Slidng XC OX and XOX aorNqun dons aA tltroated with the rogJked number a tholes Into'SWcture] Two By Buds or Frandng'. Sea Note (L) on Nis drawtrlg and for iatllatons. NI faiamy applied nst�tion fastener holes In the hoed and jambs wail be filled with Drawing No. FLEX25110 Not 8 on Drawing FLEX20100. t10 wood strews In accordance with not (L) above. Sheet 1 of 2 (0) Word screws shall not be used m fasten asembly Into the end grain of wood. SEAL BETWEEN WOOD BUCK & 10 PARTS UST TWO BY WOOD BUCK j p FRAMING BY OTHERS (Note 4,b) OR _ CONCRETE OR MAS'Y. OPENING MASOTHEROPENING 5 � BY OTHERS CONCRETE OR 2 FtkiOe Frame 3 JamD-Fle Frame _r EE 4 d B I (Note 2•a & 2.d,ND MASONRY OPENING BUCKBBYVOTOkERS 4 i;—Oa-Panel SEAL BETWEEN OODR FLANGE BY OTHERS (Note 4.a & J) 5 Sal-Pme Q SEAL BETWEEN i SHIM A$ SHIM 6 Lod( Stile - Panel g HOOK STRIP & tS & WOOD BUCK CNote 2.n & 2.d.lR) W 7 Irtabdk-parer VOOD BUCK $ PERIMETER CNote l.c) X y 8 Ca FASTENERS SHOWN "1.1 9 IN SAME PLANE FOR 4 (Note 2.a & 2,d,lR> Imo-t10e Nested (V) SEAL BY V - v 1 1/4' MIN. � one CLARITY ONLY. HOOK 10 3/18" Ole. FlalHead Cancret Sexew WIN rrvrhihwrn STRIP ANCHOR HaLfS OTHERS v EMBEDMENT D y rwaking load in shear of 180 be at 1 1W sambeMrent SPACED V APART am 1 1/8' MIN. M 8 (Note 2.n 1 Sae Nam (K) an this drawing and Note 7 on Drawnp OPPOSITE PLAe1GESJ Q F.NBEDMENT (TYP') & 2.d.N1) FLEX20IW. . a _ 11 its Wood or Tappng_Sa m with a minknum T Y p! 11 * I q - Q Q STUCCO embedment of 1-1/8' kart the two by Uemng. See C LS 0 9 1 1 BY OTHERS Note (a) on Ott drawing and Note a on Drawng O -, $ 4f� SHIM AS REQ'D Ft.EX20tOD. 12 A8 Wood or 7a fig Sow with Plastic Fnsrba (Not 7/8. MAX, e �' S Y (Note l,c) e.j on FLF_X201 W) at e mwemm rroedmeM a 718' 9 kto are concrrete s!& See Note (P) on Nis drswkg T 1 a p z£ I cT 13 A I and Not 8 on these ing FLFJ(20t00. & e r 1 13 at8 Wood «Tapping Straw whin a mkdmm HYUO7HERSEATHING 6 v 4 1 embedment of 5W into the "One By Wood Bud(•. f 1 ° I I Sea Pots (0) on Nis drawing and Note 8 on Drawn FLEX20100. -07 H❑❑K STRIP i9� DETAIL SECTION A -A 9 I A 1/4' MAX. SHIM SPACE S.G.D. HEIGHT 1 I/4' MIN. EMBEDMENT C ONE BY WOOD / BUCK BY QTHERS / CNote 4.n & J) SEALING i 13 B g rJ REQUIRED 1 . (Note 2.a WOOD BUCKEgN & 2.d,li) MAS'Y. OPENING 3 d BY OTHERS A SHIM AS (Note 2.a & 2.d.liD EXT RIOR VATTON D.aha/0,/a REQ'D l SHIM AS REQ'D. 2 PANEL DOOR SHOWN tste)wNns (Note 2 (Note l.c) (SEE NOTES (C), (D) & (E)) Wpm tuft R)A 1.e) etheetosa ay )1 I/4' MAX SHIM SPACE ° I t/2'A 1 O SEAL BETWEEN F18Mrt 3. An rums PJL DISCLAIMER: The purpose a ale R. Lkahte Nit 49752 MsthtlOndewilgstlxeaetNe ° A V 9 6 DOOR FLANGE MWKg4KltraraMMMMWKWJ rttfor dAuet �O . 4 A A PERIMETER NoteO2.nU& 2•d.ill) epahwmaWteppkgst7ewaJmaktvevede �' design spend W an the rehteoaton A s 'a p SEAL BY n ° OTHERS CONCRETE UR EMBEDMENT (Note 2.a & 2.d.lf) MASONRY OPENING prsae ' Buwdg,Wsam�onim7,4,4, 2ap4 e 1 �-BWWing,Settm1714.5.4andthe20W l2 1-114' MiN, BY OTHERS +— S.G.D. WIDTH STUCCO FOC-PAodwoa4Sedq„pai3.s .?�'' 10 BY OTHERS ocowJ'j"sapeet ..... �1'.' does �0//,{L :JBF]'tALLY APPLY SFWINT JNDER SILL OR SET SILL IN CONCRETE DR SECTION B-B pradicrs net mraabte a werrenq, J'A etherexprsedoriNlpgad. e''. „,...,«a 3ED OF CONCRETE (Note 2.0.10). MASONRY OPENING DrawMg Nit FLEX24110 SHM AS REOUIRED (Note 1.c). BY OTHERS Sheet 1 Of 2 ---^^.. _. FasterormstallatbnChum --- also nod. o°aq"read ee. wys, H.qm James s• are gn.elM filled ww as dFnk,nera Aar cs 1190k amp a 4008 sots Xx Ox x0 48 a0 4 9 3 a xx xo te No 4 eofie xx, � x0 7t ao - - 4 4 4 9 6088 ! 6 10ae Xx.ox.XO 120 slot 4 r t T 1 a sow Xx .x0 so 99 s 3 0 I0 GOOD XX ot( XO n 96 5 ♦ 4 10 am xx ox•xo 96 96 5 5 s 10 t Xx Ox X 120 10 solos xx ox XO 60 fin B-LD-O� s ) 3 12 fi01w OX XO 7 1 i 4 jV t 80100 xx Ox•X0 96 120 8 5 a 12 9068 12M O , , 4 , 8 a Ox0 145 fA 80 • 9 2 9 a 1506E OXO lei 1A 80 a 12 12 8 9080 OXO too to 96 s 7 7 10 12000 OXa 145 Ira 90 5 10 10 Ili 15a0 oxo 181 lie 96 5 14 14 10 wiw 1w1 OXO log to 120 a 7 7 12 146 to 1 11 i, 12 am XXX _ .iw Se X_ i4ol 6io11- 6 _]_. 8 12086 i60611 XXX %%X 142 EA 178 6A 80 80 4 4 9 12 9 D 12 a 8 who I a,�qL , 12080 XXX IQ Sit 96 S 10 10 a + Ism XXX 178 a9 9G 5 n4 14 10 w100 XxX is 3e 120 6 2 7 7 12 100 xxx V2 120 8 it it o4 , 10088 OXXO 119 as so 4 7 , 7 , 8 1205a oXXO 143 515 so 4 9 O2 9 a / 1 4 13 13 10080 qR0 „ 01- to 12000 1 U3 , 96 6 1 1 f0 3 1 i 1 100,00 OXXO 119 be 120 a 8 it a 12 120100 OXXO 143 are 120 8 11 II 12 1 i ,Wes )D(%x_ 117 Ix 80 --��I _ 7 , 7 1 12096 law XXXX I41 1N tog 'As so 4 4 le IS a 10080 XXXX 117 Ill 96 6 e 0 10 /2080 XXXX 141 114 96 3 t0 10 to ism Xxxx too V4 s6 7 10 1s aB 10 100100 xxxx 117 114 120 8 2 8 2 8 12 1201W Xx%X 141 Ill 120 B it 11 i2 1 I IOkX% t ,N 120 2 17 17 12 FASWW In$W WOO ChartN OW: ',I 1) In some cases concrete screws we only required n ens a the factory appfed installation how Note g.e,, a hot eat being the two hnhe"n a plane ParWrtdiaar to are wdet of the door frerthe). n those Cates, doelpnAW es T T n the kefalkdbn chart, one a T e toles war raw" a Conorote Screw and are rom enin9 holes war be Need n accordance w M Motes O and P. 12) In sorts cats concha screws sin required n both factory applied nstalbtlon hole sate, 'D7" through 13r deognmas hn which size & om owWbm ten - , - screws, are requked. The ransining holes wall be Mud n scoordome with flow O all P. arD1• means, help two concrete screws n one net of mstafaeon frolr. brow mean, keWl two wncrns ecrewA in two see of inoWW ar Irma. a)'O3" mews, fiMah two concrete screws n once are of Instakdpn holes. d) "DP amens, nsfaN Iwo conude screws n far ssba of mmWA6m holy. e) •DV mean, InsW two conarese sorevAt in Ewe Note a installation toms. '�i f)'DB' means, krtall two am=*% screws n sx sate d nst llation holes. ii aver, !note twwo wncmlo sore" en seven aate alreWlatlon hobs h)'Car means, Instil halo concrete screws n Night sete of kete:sbm hates. �', 3) Loaion of odSbonal oorxr9ls screws n head & sal sleuth to Prioritized r kNows: a) Fnd a ilacNm tN lnteiack or but Win n feed & 9IL �', b) Secondly, at each end of head & teal new Win comer. N needed. 0) Ldosems n head 6 sip other alert as Noted n a & b. 4) Location of additvel ocnoem straws n Wmbe should be prioritized es l fro a) Fir al, ad)a09n1 b lacks n hante. 0) SewrMly, at each end otjamnOs roar head & kf carriers. a) LOMUons n iambs other Nil as listed n a & b. 5) CS > eoricrele screw wit WS = wood screw (1 t o 19) See General Notes Drawing R EM100, Sheet I & 2. (A) Mflesbxm Serena 10DO Sliding GIs Door Is sdown. Nos applicable to His- , ne Swim 2000 SlIft Glass Door. Q(3) Drawing appaable to NDrr(rtpect Resistant SB Ill Glass Doors glaaed with V1W fifty ternnpert glare. See Note (V). (C) Wheree'r represents r ovi g panel and "0' repressarb (bad Pa nel, approved owlfigwatlas acre as 86ted on the fastener Installation (hart an Sheet 2. D Nat i n a the "A -A" 'B•B" I d lint+ed a ,ire falsterher blurt rc stnDhwrt an s Mawr however istalktion sections & beak Strl DWI ( ) apply to Installa all approved ot�lgtratbnnf. P (E) For podot door owt4maboris, use closest by-pass door size and nor ffra6on n the dart to this finished opening a the pock t door. MBWnum size and amOedinwt par Pants Lw- See Note (1) ragrding deviedom m pahtrana a corxreea terew runt meet or eroeed 21/4". (6) Wood «tapping screw edge distance measured from edge a wood recehling the pout to centa9ne of wood or tapping screw nwst meet « exceed V. Minimum sae and art,ear al: per Pats List. See Note (1) regarding deviations. (H) WI fleld supplied toles in the frame (if recµsred) will be 3/16" n diameter. (1) Arty deviation less then the mnkrhum recµlkemetts stated meat be approved by the markdaduer or eng neered by "°her Design Profesepmal n accordance with tea applinble BuNdig Code and Pehodua Approval. ►ASTOW INSTALLAT]ON INSTRUCTIONS - RAOM4110 3/16" DLL CONCRETE SCREW WiTN Sill AND NO*41RUCnNtAL ONE BY WOW BOO( ON MEAD AND ]APIDS (3) Nap attadanert a norribuctural ore by tuck per Note 4a,fi.2 on Draw" FLD(20100. (q there door is Insfatmd n an opening waft a rlon-strudtual one by wood buck f« the head and Wits, and a massonary «mrcreta si0, use a 3/161 dameter concrete screw of sutficlert length to achieve minimum embedme t a 1-1/41 into masonry or cone ate. See "Parts Use on Sheet 1 of this drawing for concrete sued sae, ambedmert and load requirements. See R.E)Q0100, Note 7 for addRbhal concrete screw rtgyirentartt5. (L) See fastener Installation chart this sheet for L'onae0e scow quantities and auM*ml k*Mlkdm requirements. 1 (N) Ins all one concrete screw v eadt Pak a factory applied kstallation hales uAma noted othervrha an the leshemer Iro�aBstfon daft, R is 1 acceptable tt install a 3/16' diameter concrete screw will a 1.1/4" wrlbedrtwrt n aai holes n the had, sit and jertahs which will exceed the minimum requrenetts of tie Fastdrer InKalleton Cher. (N) Alternate concrete screw Instalntlon foodelras front to bade n at name members when both sets of toles eve not used. (0) A8 nernnneg factory apphe ! ilsta latiort fasterrer toles n the head and Antb(s) not tried for amoete sit w i steRatlae shah be fastened with *8 wood scewss a suffkWt length tt prov de mn. 5/8' embedment Into wood buck. See "Parts Oat" en Suet 1 of this drawing for wood screw size and embadntent rowWwTwes, See FLSQ0100, Note 8 for additional wood screw requi ements, (P) Ap ren7aining Tactory applied irssts Ww fastener holes h the sill not used for corcrete screw a staliadon ON be anchored with plaster anchors (see HJ=100, Note 8.j f« details) and f8 wood screws of wAf ivt Wo to provide min. 7/81 n. embednetxt kto the con Crete «masonry. Sit'Part- LW on Sheet 1 of this drawl g for wood screw else aced emboli reent requiremorits. Sere FIMM100, Mote 8 Ibr addkbral wood screw requfrenwU "WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUO( FOR POCKET DOOR HOOK STRIP: (Q) Where podQt door hook strip is i staf ed n na9aey Opening with a structu'al two by wood buck and/« frardng, tee *8 wood strews of Dona 31OW97 sufficient hength to ad9eve I-IM minimum embedment into the two by wood buck and/or framing rooalvi g the poke. See'Parts List" on a*W Shoat I of this Mowing for wood screw sae and ambedmrt requhenanla. Sea RFX20300, NoDe 8 for adds iaW wood screw requls also tTrmeat Nit >H �R) Sae Fastenr nsURedw dart this sheet for *8 wood screw roquiranants n hook strip- AI toles )n to took strip kill be Wed with #6 wood —• • screws with a 1-VW miraurn erlbedmeht (B) WOW screws shall not be used to faseell separably into end k,Fan a wood. m If cad door size is rat listed n fasterer installation daft, use fastener quantity �ted f« next larger size, f« the appropriate design pressure required- (U) InstsDatbrs depicted n blase kmtruGbrs acceptable for design pressures to 55 PSF for the widow sim Mowm n the dart Design Press res (D.P.) are posltWe and negative- Overall widow assembly design pressure may be less tan that shown n the fastener gtaMHy table and stall be detemined n accordance with Note 13 of FUDM10D. a(1n Production Glazi g may differ from tat tested as allowed by ANSI/MMA/NwWIDA 101/I.S. 2, 10W.S. 2/NAF5 or AANWWDMAA:SA 101/I.S. 2IA440 and applicable BuNdMg Code. See Note 12 end 13 on Drawing FLEX 20100 f« frder detals. (W) Hook silo to be securely fastened to tTarafar the bad to the mosion y, (mast@ or of er structural atctrata per the FBC and the argiesw of recdd's details as appli able. (X) see FLEM100, Nttea 10 t o 15 f« addrdoral FBC code camparnc e. Drawing No. FLEX24110 Sheet 2 of 2 •m �:a,iia sit ar:ea:r�_ , �* a�� tP'' ���-- Q�QO© Q rl�:�■I� ■rllon r• I o�lo o�®oo o�©��o FRAME H GT. (Fjl.H.> 0 XOX XOX XOX 8m 05 36 4 2 1 1 9 2 4 lom t a 06 54 4 4 + Fastener Quantities Toble Notes:0 5a5o 4 are 77 72 4 1) Buck Width and Height = Frame Width or Height — ae3o 72 36 e 2 2 2) Onl the re wired number of holes at the correct eoa0 72 48 q 3 y 4 4 locations will be present in the frame based on the 7 80 4 q number of fostners to be installed listed above. FRAME 0 a DWOM PPJLWK E RATING a AC ODDS copopi l NNQ HGT. (F.H.) OX - XO OX - Xa (P3 V C0R window a12C Is n« tad n f seta tstneOm awn, use UMW gArft head for neat tiger wee. tlsWWWm depicted In time tetuctor s aooeptatla for design pr sexes to 60 PSF for the widow *ie sawn In ten table. Dc+lgn Presawes (D.P,) are positive and +he9edve• Q(Q) O. _ - '. - - , a■Ombh design pressre may lit teas than 60 PSF and 00 be d"esrmned n acwrdwKe with Note 13 a NLFJR0100. (R) Production Glakg may d11ha from tat based as *lowed by ANSNAN4A/NWWDA 101/I.S. 2,101/i•5, WMAFS or AWN/�I�WCSA 10VI.S. 2/M40 and oplab atie BLOOM ELEVATION Goo. see N to 12 and 13 en Drawrq Flrx 20IM Ax ft~ dabah. VIEWED FROM (5) Two by wood tide all or *an" a the head and )amiss to be sorely reamed to tramter the load m the mrorcy, made or other strumsa! substrate per the FBC snd I EXTERIOR to a ginew a re00rd§ detaga as applola e• (T) see MAM100, Mops 10 m /5 kr addT)onal FOC Code ComplbrcR. �g scow: Mrs Oheeen Orr NOR ch"" oil r4 N Drawing No. FLEX25110 Sheet 2 of 2 CONCRETE OR 11 PARTS UST TWO BY WOOD BUCK OR MASONRY OPENING 2x6 or 2x8 t lived-FlafgeFraune FRAMING BY OTHERS (Note 4b & W) CONCRETE OR lei HY OTHERS WOOD BY OTHER 2 i - Flange Frame MASONRY OPENING SEAL BETWEEN (Note 4.b L W) ONE BY WOflD 3 Jamb .Plunge Frame BY OTHERS d B 4 kI WOOD BUCK & 4 -Panel MAS'Y. OPENING BY OTHERS v 4 BUCK BY OTHERS v (OPTIONAL) 5 SSal•panel cry' 4 SEAL BETWEEN I £ (Note 2.a & 2.d,e1) v (NoDe 4.n.i1,2) ) g HOOK STRIP & SEAL 1 3/8' MIN. 7 22 f? WOOD BUCK -1 gg BETWEEN 8 HookS a FASTENERS SHOWN _EMBEDMENT - IN SAME PLANE FOR 4 (Note 2.n & 2.d.Ni) Fi g lec�2ing •Sea Mom (8) end N) �' DOOR FLANGE I'A STRIPY ONLY. HOOK X c 10 3M8' Die Flgt Maw-C,�Cr� 9cr• w wit maunlwn SiRFP ANCHOR HOLES ■ �' & WOOD H working bed in sheer a 180 bar at 1 1W embooment. SPACED 2' APART ON 1 3/8' MIN. EMBEDMENT BUCK L..:...� See Note (K) on this draig and Note 7 on Dwarfing OPPOSITE FLANGES.) (TYPJ W CNote 2,a : s: FLEX20100. H 11 Wood TaDong T y p, 1 1 * a 4 - & 2.d,llD ... #10 or Saew with a men7am whhbedrrrtarht a 1 3/8' mo two try frsminy. See Mom 4 g' PERIMETER (P) on thre drawing and Nara 8 on Drawkp O a d 9 8 R — a SEAL BY FLF_X20100. _ 7/B• MAx, +7 II � w OTHERS (Note 2•a SHIM AS 12 #10 Wood or TDpM Screw won Plastic Inner■ (Mom e.j on FLEX26100) at a minimum 6mbedm4xH r Q S r ? � y .. I & 2•d,llD REQ'D ofVIntotheconcretesill.SeeNoes(0)onthis 9 8 g X K (Note Lc) drawing end Note 8 on Dro wng FLEX20100. ._ STUCCO/SHEATHING K I' 6 0 BY OTHERS o cC ` & 1 O . 3zd 4 7 HC❑K STRIP DETAIL SECTION A -A 9 A 1/4' MAX. SHIM SPACE ONE HY WOOD I S.G.D. BUCK BY OTHERS ) 3/8' MIN. � HEIGHT (OPTIONAL) EMBEDMENT (Note 4.a.11.2) .Q 1 / 2x6 or 2x8 SEALANT SHIM AS WOOD BY OTHERS - / I REQUIRED RE-. - G (Note 4.b & W) (Note l.c) B B v \\\ (Nate 2.a & 2.d.18) q SEAL BETWEEN m 3 ONE HY BUCK & A o SHIM AS Q,D TWO BY FRAMING BY OTHERS (Note 2•a & 2•d,111) T R A CmW3ro2/a7 2 PANEL DOOR SHOWN saw:NIS 2 - <SEE NOTES (C), (D) & (E)) lc�te a Oeawnwr.kuu 1/4' MAX SKIM SPACE ° 1 1 Rmihrt 3. Amonro, P.a DISCLAIMER( Tile purpose of this ft scums No. 49752 1/z'A SEAL BETWEEN rga,nd ° n A 6 DOOR FLANGE & WOOD BUCK andhara9elke.,wnoetescrews, �S Jwet wood stews and teppkhg sorowsj b , e A PERIMETER (Note 2.a & 2.d,it0 �,'•, • . advevethe ksgnpres�urespexNal V '2 , A . a t. EMBEDMENT 1-1/4' MIN. (Note SO HERS f' C 2.a & 2.d.(e) C on the kxlatratbn as required by the 2001 Ftr Bumng 6 1. t = Cade (POP, Section 1707.4.4, 2004 FBC-Building, 12 -—S•G•D• WIDTH � CONCRETE DR Secbcn 1714.5.4 and tht2D04F9commew1BI '4.*r,, (�' 1O MASONRY OPENING R613.6. ReoommehdeLfiasregerdkg ''..tt/are••••''-41rt rug" UBERALLY APPLY SEALANT CONCRETE DR BY OTHERS flakwrg,sesong,smWborother ti'..JAL r1L a wv UNDER SILL OR SET SILL IN BED OF CEOUIRE (Note 2.c). MASONRY OPENING SECTION B-B Brat emresaetlorImplied. Drawin Nit FLEX24112 g SHIM AS REQUIRED (Note 1.c). BY OTHERS Sheet 1 of 2 Fastener iutaratbn Chart Sow Coll conflouall" eb rmnses -- H04M Jsee M9ad ewe ewe sit Mrk cep secs .awe 4a8 %O 4a e0 6 8 9 DO 8 sous o 8058 xx, OX, x0 72 8 a 4 8 am xit Ox XO es s0 a ,0 s DO a 1 XX t 12 7 1 I 8 Sow xx (p( xo r 10 s 3 + east Kx Ox XO 72 ss 10 6 4 10 am xx ox XO 98 90 10 10 6 10 lam XK X /20 10 12 I 10 50100 XX X 1 12 6 12 W 00 )N x0 72 '20 12 e 4 12 80100 ex O se 1 10 BOSS 12M oxo 109 tea 90 a t0 e , a _9&9_•- 145 to 8 14 p '7 - 1 16t tea a fie 1 am OXO fog to es 10 I 10 7 Ili 12060 OXO 145 1A 90 10 14 10 10 15m OX0 let tat e6 10 is 14 10 9010o I fA 120 12 10 7 12 1201w 0 145 to 120 i2 14 11 12 XXX 1 0 6 42OU xxx 142 SA a0 6 14 B 2 a 15M XXX 178 5as DD a he 13 e am 1 SA 0 10 6 1 t 12M XXX 142 5A 06� 10 14 /O f0 I0060 XXX ITS 6A 9e 10 l0 14 6 10 90100 KXX too M 120 1 10 12 12,00 X]CX 142 6A 120 12 14 11 12 loose 0)O(O lie 5A 8 12 7 01), 6 12066 OXXO i4J so - 0 14 - 9 0 Isom O00 lei M 00 a ,s 13 8 10000 O)0(O - lie 6A 90 to i 12 6 D2 to 12M low O)VO 143 141 5A M es 70- 14 10 is 10 f0'- 16 10 100100 oxx0 119 6A 120 12 I t 8 2 12 120100 OKX0 143 sA 120 t2 14 1104) 12 ,wino OXXO 101 M 120 12 ,s 17 12 lam XXKx It7 /w 60 6 12 7 1 a 12WR XXXX 141 1N 80 6 I 14 9 1 B 1 t low Xxxx 117 iN 95 10 12 B 2 1a 12ow % 141 CA 10 14 f0 ! t0 ism xxxx tog CA O8 10 18 1E fo 100100 XX)(X 117 CA 120 it 12 6 12 t20tw t 1 1 1601w yJ0(X fes CA /w 72 tt 17 12 l etYtetfOrh Cart Noma: 1) n sme s oars conciam saeaa are only required n one a to fac Try applied armmae9on hhnle sees Its., a rot set berg M two hobs ykg n a plane pelprWkubv to the wKlh ants door name), n those comes desgnabM oo "DO" n tit nshaWm ohlert, am of tit hobs via rlheelve, a Conaab Screw wit she reacting Wft we be Mad n acocrdenca with Nobs O and P. 2) In some art concab 9exews are required a both bdory applied i wW W*n nob sets- •Ol" throug h'W designates n wAhbh mlae, & wrtllpwO" two wrhaam screws are required. The remWri holes war be aged n sdoonlenhu wait Noma O and P. arD1' reverse, amW two Contra screws n are set a immNttm holes. b)"D2' mean, natal two wwom serawat n two sea of klamta8m holes. c)'W tern, ~ Two cawrete screws n time sent a kotaWJo n hobs. d) "04" rews. nkall halo wncrem screws n four rte a Installation Fhoba. e) "OV means, mail two concrete avwrs n N o Note a no n holes. ) "D6" mare„ WMd two exxtarete screws n six sets of in n hoiea 9) "Or rneena, in"I kw concrete screws in seven Nora a WoMMm hole. h) *Or means. Install two concrete avows n NOW cram of lnsa;When holes. 3) Loaesan of additional wncrel9 auewa n heed & ea should ben pria=es (oaowe: a) Fist ad)Rart to ntenodi or bk■ aloes n heed & No. b) Secondly, at each and of head & W new WIM ODffW. a needed. a) Location n head & sit otter then es fiwed n a & b. 4) Location of odd gw* oonvote sawn n lane -hetAd be pr,vDzad es follows: 0) Fug, 040ont Ili IOoke In )unto& b) Ssoondy, at each ell ajornbs nrr hood & sill (moss. c) Ldcalicrm n jambs oter aeon are had n a & b. 6) CS = concrete screwy and WS = wood screw (1 f o 15) See General Notes Drawing FUX20100, Sheet 1 & 2. (A) Mission Soria 1000 SNding Glass Door is shtwwn. Also aipplkable to Milestione Series 2000 Sliding GIs Door. Q(D) Drawing appliable to Non -Impact Rent Sliding Glass Doors glazed with 3116' fully tempered glare, See Note m. (C) Where "X" represents mO ing panel and "O" represents fbmd panel, approved configurations are as lived on the fastener nstalm[lon c hart a Sheet 2. D ail r I () NM cofhfigkl straws islet on tote fastener chart are shown on this drawing, however ihstallabOn sections •A -A", "8.9° &Hook strip 0ekall apply to installation of of approved o«Ftigruations, (E) For pocket door confkgoratlons, use closest by-pass do« size and coMlguradon n the °tart to the finished opening of the pocket do«, (F) Concrete Strew edge distance measured from edge of concrete/masorvy/blodc to centerline of concrete screw must mat or exceed 21141. Minimum sae and embedme t per Parts Let. Sit Noise (3) regardi g devied— kaj Wood or tapplg strew edge distance measured from edge of wood recefvhhg the point to centerllne of woad or tapping screw must meet or m(ceed 1'. Minimum size and embedment per Parts Ust See Rota (3) regarding dervlstlors, (H) All fold suppled holes in the from (if repaired) will be 3/16" in diameter. Q (I) Wood screw withdrawal values used to generate the fastening requirements are based on Space -Pie -Fur with a Specific Gravity of 050. Sae Note ( ) regarding daYlatbfs. (3) A,ny deviation less than the minimum negedremnests stated must be approved try the manufacturer or engiraeed by "other" Design Prdassional n acc«dance with the applicable Building Cade and Product Approval. FAST1NhER VWALLATION INSTRUCiIONS - PLEK24112 3116" D1A. CONCRETE SCREW WITH SILL: (K) Where door is installed In an opening with a masonry «concrete sill, use a 3116" diameter concrete screw of wuffidert length tD ac hieve minimum llnlbe*rwd of 1-1/4" Into masonry or caseate. See "Parts use" on Sheet 1 of this drawing for concrete screw size, embedment and bad feptdrertle ts. See FLEX20100, Note 7 for additional aonvete, screw requiremmmts, (I) See fastmter istaltaton chart this sheet far concrete screw quantitles and additionnal i stafatlon requi ranumtr. Q(M) Install one conso screw n each pair of factory applied li staliation holes unless noted othewize Dn the fasterne:r installation chart it is 1 acceptable th install a 3/16" diameter concreete shrew with a I-1/4" embodrnert in all toles n the sill which wi0 eowd the minimlam requkemerts of the Fastener irstagatlon Chart. (N) Alternate concrete screw InstW60M thAerars fret to tack n the sill frame member when both sets of holes are rot used. (0) All remaining factory applied Ilsstallation fastener holes In the 91H not used for concrete screw Installation stub be anc hored wAth plastic anc ors (see REW100, Note 51 R)r details) and a 10 wood screws of sufficient length bo provide ran. 1" in. embedmentt inbo the concrete « nfasonry. See "Parts Ike" on sheet 1 of tens drawing for wood screwy Size and emtindment requnemerts. Sete R DWID0, Note 8 for addtonal wood screw requdrenta s. W 10 ! s g 9i I W As E s' s 2i x `.n I I _ �I, N.S 0± -$€ , c 4 0.+. 54y�.Q I e I fl01 ilg u #110 WOOD SCREW W/STRUcnn AL Two BY WOOD BOO( a OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCK - NEW/]AM *10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK FOR HUD, IAMBS AND POCKET DOOR HOOK STRIP. 1 -*' (P) Where the inset, jambs srxl pocket door hook strip Is installed In a mesonry «concrete opening with a oOmbinatlon a strlhcOtNral two M and OPTIONAL one by wood bleeds or directly in the two by wood buck, use #10 wood Brews of aJfikient length to achieve 1-3/8" minimum Dow 3/02/o7 eMrhbednrtent Into the two by wood bud; and/or framing receMng the point at ai factory applied i stallaRbn holes, See Tarts List" on Sheet 1 toms Nis of fdfh drawling for wood spew size and embedment requireme ts. See FLEX20100, Note 8 for additional wood screw hegWrements. Draww OF M 1� (Q) Sit fastener installation dart this sheet for 1T 10 wood screw re quireimets n jasno(s), head and hook strip. N - o r a (R) Not used. (B) Wood screws shell not be used to fasten assembly Into end grain of wood. t (7) If eacact door sae is not fisted n festenx installation chit, use fastener quant ty listed f« reed larger sae, for the appropriate design phererae recpdred. (U) IrsWkfflmu d in these Instructions acceptable for design pressures to 55 PSF for the window sizes shown In the dart Design QPressures (D.P.) are positive end negative. Ov"I window assembly design pressure may be teat than that shown in the fall ener quantity 1 table and shall be datemrsirhel in accordance with Note 13 of FLEX20100, M ,,Dduet I G ining may differ from that beshad az allowed by MIS[/AAMA,/NWWDA 101/J.s. 2, IOI/i.S. 2/NAFS or AN4g/WIDMA/tSA 30Il1.S. 2JA440 and applicable Building Code. See Mote I2 and 13 on Drawing FLEX 20100 for furtler details. (W) Two by wood and/or framing to be sKw* fastened to transfer the load to the maasonry, concrete or odor structural substrate per dine FBC and the engineer of rerord's d�ils as applicable. (Ili see FLOU0100, Notes 10 to 1s for additt"i FBC Code Compprrce. Drawing No. FLEX24112 Sheet 2 Of 2 SHEATHING S TWO BY VALID BY OTHERS (((�y=) See�Geteral Nbtes Drawing FLD(20i00, Sheet I & 2. fit+—�—. FRAME W T H, . A SEAL BETWEEN WINDOW FIN L BY OTHERS OR (Note 4,b) (A) Misters Sales 3000 elotla0ra* 51letng Akrmtwrth Wtxbw In XO, Oxw,d)(OXwrhfigwadoreae*howm. 1 �A d SHEATHING -_� (B)Drawngappliableoflon-ImpaaReslsantglezedwindows. A 14 (Note 2.0, & 2.c.R> > W (C) Production Glar" may differ from that tossed as showerd by a I g O B X ¢ I ANS1/AANAAA/MVyWOJG 101/I.S. 2, 102/15. 2/NAFS«AMIAMtDNWf54 102A.S. 2/A440 and aWiceble aiakg Code. See Note u and 13 on 3 I yr FRAME � STUOTHERS kaiw Drawky FlA( 20100 f« fixtxr tenths. K $ U H Ci T. B , I - \ z (0) For L�egons see Sheet 2 a this dawng. See Note (M) I I rn (1) Wood screw and nail w t draw■ values used to generate the fostar" requovne is are based on SwLu-Pbe•Fur with a Specific PERIMETER Gravity a 0.50. see Note (M) r"wtno d&morL 3 SEAL (F) Wood or tappig screw edge distance meal red from edge a wood G' BY OTHERS (Note 2.0, to ewaerane of wood or tipping screw rust meet or a¢efid r. Mnknumana+dembedmetperPartci�seeNoteKreWig ELEVATION � L 2.c,R) SHIM AS REQ'D. deAsbms. - VIEWED FROM EXTERIOR 4 A � 7 (Nate 1.1o) (G) Nap edge distance meesurod from a ige a wood to oencedne of 9116" PARTS LAST R F� e & DISCLAIMER: Tae a * 3 a 1 nod muss meet or acaed v 5 titles Shank Diameter, wt teem la Minimum Sire and embedment Parts Lot. See Note M br91b'• Per () re9adln9 ONvlatgnm. pwy0m 1 � - Fin Frame § E ""` •eaeeo" ib-"9".."°s i E , te."1e.,N .'erYlem,mwrww.uon. 2 SIN -Fin Frame P� (H) Ary davb0an less Nan the minnn:n reet*nar" noted must be M wdo.0. [Iw, "end tl9mm, 3 Jamb - Fin Frame V spore soma. ee 0vw • 404vow 4 Head - Snsh m mlwlae ew' .9 �ggj ProFesSlOtal atcordatiw wnhweh the apWkablD Babdhp Cotl6 orb W" 'd a „reWisd er, nos moor ro,�d. 'se S S�jll - 3asn 5 Prodtxt Approval. ` ante ad. ps0, senor 1707.4.4• a GION Bea) g 3 (1) An field supplied holes In the frame (N required) w19 be 3116' in 2M HIC-ewOn6 SIWM 17N.5,4 7 Glan,_ng - See Note (B) and (C) X ' dlenmair far ea wood screws a the shank dla titer a the nail roaded set 0w 2004 rocArmasW, aaWo, 8 N8 Pan Head Wood «Tapping Screw tp to the rot smnc�ard dasignabon ddp tit stre. roesall- sm awe a ,9 win a minimum embedment of V Into tit 6 (3) Wood Screws all Wis SHA PMg be mead two fasten the acme fit'• )do. 0- p same ma nit stnrXurat wood substrate. Sao Not (K to �` w'4wao FRAME L BUCK cr ,h!0°Wgm �.ensa N) and Data A on this drawing ad Note A HEIGHT (F,H, & B•H.) 4.b & 8on Drewing Fl.EX20400. R 1 9 Round Mead Detoured Stank Nail with FRAME WIDTH minimum 0.113"diameter(11GA)and a 5 �- BUCK WIDTH 1/4' MAX, minmum embedment of l-7W Into the I (F.W. L B.W.) SHIM SPACE structural woodsubebam•SeeNote(Oto g SEAL BETWEEN °7 TWO BY WOOD V(NDOV FIN R)andDetailAonthedrawingand n OTHERS Notes4.b&9onDraw! FLEX20100. & SHEATHING ng (N CNote 4.b) CNote 2.0 .w�/�ti./ SHIM AS REQ'D. & 2.C.ID Centerline of " 5 g Fnstener Ref. 1NTER,DR (Note l,b) N o FINISH BY PERIMETER OTHERS I Datr2/04/07 SEAL V IN. Bathe Nis BY OTHERS €MBEDMENT I DrawnM+Rrh (Note 2.o 1/4' SHIM (11 SCREW) I camdndgr.JM L 2.c.11) PACE MAX. - '� ►.E RoFL MNo, T Li a 497 R Lndtse Na 49752 9 6 STUCCO 8Y 11 SHIM AS REQ'D, (Note l,b) ---- 'lr:Y� •'- ' " i ____�_ OTHERS Attnchnent " SEAL BETWEEN SHEAT FIN & SHEATHING i- FVp� ✓<LI PERIMETER 7 SEAL BY OTHERS SHEATHING F+n Dimpled Area on I 7 DETAi A Attachment Fin IN.._..�".` " CNote 2,0 SHEATHING N=o TWO BY WOOD (Note 2.a L 2.c.ID BY OTHERS Wood Screw or Naii Head must be •.•. L 2c�in BY OTHERS LJS c BY nTHFR.v (Note 4.b) 3 STUCCO GR :n full contact with Attachment Fln. •' ...,.,.ev'•''�"•',1, SECTION A —A SECTION B-B SID12THERS 8 9 Centerline of fastener Shall be 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: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 a o to W 0 M V 4� a�M%D Zam�� Ce (h Do Qp_Jao Z < CI Ww3H z mi O tD W U=W Q I 0Q I.L O/"�/ ''W^ v ! LPL CL M< ei 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 rT 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 UNAUTHOIDIED USE D 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 eel O N ^I Y J 1 M r4 7' I. 'PJ !, c 10 a flange & precast sill ConFlguratlons may vary. ./Vulkem 116 adhesive seat ant or approved equal. (Note 2.b.1) SECTION A —A GENERAL NOTES (1 to 15) Sea General Nose Drawing FL020100. Street 1 & 2. (A) Mosel" Sense 1000 Food AWminsum Window Is shown. Also applicable 10 Series 2DW Fasd AkmVnum W0,100118. (0) Drawing applicable to Non-impecl Resistant glased windows. (C) Production Glazing may dfMr from that leayd as allowed by ANSI/AAMAMINWDA 101JI.5. 2, 101/IS. 2/NAPS or A4MA WCMNCSA 10VI.5. 2JA440 and applicable Building Cade. See Nola 12 and 13 on Drawing FLEX 20100 for further defass. (D) For Fastener Llxabn & Quantities sea Sheet 2 of this drawig• See NOW 04) regarding devMdons. (E) Concrete screw edge dstencle measured from edge of oon MWMaaM*tbek 10 Witeftle ofconerare screw mist most or exceed 2 19"- Minimum toe and empedmem Per Pars Let. See Note (H) regarding covenant. (F) Wood or tapping screw edge dstacle nwaired from edge of wood m owtarine of wood or spphV sore must meat or exceed 1'. Minimum arse and wbedment per Pas Let See Note (H) regarding deviations. (0) All field supplied toss in lie frame id required) Will be 3/15- in dis ola for 3/16" diameter concrete aaom end P10 wood screws. (H) Any deviation lose then the minimum requirements slated must be approved by the manufacturer or singkpened by'oW Design Professional In wovdarrce with the applicable Budding Code and Product Appmvid. - CONCRETE OCNEW INSTALLATION CHART TIP TD TIP arse an 0e11r0 441yes TO 70 eeF 10101"IF aT i.e,le :t,ael7 2 err' 4 3 W lftm" 02 va.v- 43 ia.ao se n Mile ,.'4 a `ftc31. 4 4 4x72 I 621A,71 4 n lbra, 62 taa3 4 iVII : -11 I'sewn --_8.k�-. _..-.�._ -..--_.._ --,Z— i ebre s4 eum,H Bess,. , - 64,051 MIN 4 6 11.71 9,2 li 9 , -Mani w 7h32 MY, a a, ,_ Igwws - iase W 73e,e Me Tuas tic. a s 4 '- -. - •ail Mil 6 if-11 Swu Mai e 3 e . M.2 e 3 aeAae Mel" a 4 Walt .l, * 1(Me,1 96e18 95,11 e 2 -� '-Z. --�-- MW owl e 3 — 4 e 4 I romte ivI 6(—I 03) 2(nob 163. 1-26 iiiG—n ,WxP - ,biai--' e*Kwtm3) s(nd:frS" ,ti— 31 S-j-T et"o.la3) 3lan, 3! IZA12 1,e:11 T(— Z ls,0ela2) 1-19 ,1 7iy. 7, 11—„ I ,2a:2a 51(Vw 7i sw,ab, 42) mo. roc row, hae.e: n fw. 12• W a w'6. we..w,. �.. raw"eins.pnm aamerkwAll ref«e.con.r ,e•,4ewx•tb Mr-11•erw,x.. aF.-127,bwww kid•...*+cwewe,p4 .aurae nerelwedwhclw.w H,e e,4r 3) Fa 1x£ W.4P. b w a0w.e. N cater awe aeexe h ew I.W "hate V eld r cue cabs *4w t. e.11.1,h, •n^ban No. 8 Wood and Topping Screw Fastener Location TablesQ 1tkESE13N paff SM RATING i& PBC CODE Series 1000 Horizontal Slider XO/OX and XOX -Modular I E S "---Iwiow not limbed In fastener J A Suck Height No. Fasteners in each Jamb Eb Et Li L2 23 2 6 6 No Na M 35 2 6 6 Na Ne {7 6 6 231/2 Na B S 53 59 -'71 ---__L__ G .-_- 4 _ - - .-- 4-._.__- 8 --.6 - 6-' 8 8 -.- 6.T- 19 3/4 21 3r4 26 3!4 13 1/2 15 1J2 19 1!2 axed size S location WA, use fastener locations listed for next larger ante. (T) Installatlala depicted In these instructions acceptable for design press Tres t W PSF for the window aloes shown in the table. Design Pressures (D.P.) are ptlldNe and negative. Overall window assembly design pressuna may be less than 60 PSF and Shall be determined in accordance with Note 13 of FILM0100. r4 N achis" In Note (Q) for design presence to 35 PSFSeries 1000 Horizontal Slider XO/OX -Modular , 45 PSF and 60 aSF. (U) Production Glazing may differ from that basted as slowed by ANSWAAMA/NVAYDA 101/1 S. 2 Suck Width No. Faxesnas In Head & sin Fastener Loaaton Es Eh L3 H S 23 4 4116 4V6 8114 35 4 4118 41,T7 14114 8L 47 4 4 118 4 118 20 1/4 A L 53 4 4 T78 4 118 23 114 D L 59 4 4 WS 4 till 26 1/4 d 4 4 'U8 114 11 4 /8 41i 1/4 101/l.S, 2/NAFS «AAMA/WDMA/(SA 101/1.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing R.FX 20100 for Further details. (V) Structural two by wood boric and/or framing at the head, do and jambs to be securely fastened to transfer the bad to the WOOS structural substrate per the PBC and the engineer d record's detalls as applicable. Frame & Buck Width /a, XO,OX -• 4 Head & Sill 41 6' L4 Fasteners. Jamb i. 1 Fasteners shown below. . p cryp� j4iy;�) xryv.> � m Eh Eh-1 Et , � 5 9 ti Frane & Huck /� L1 Lit I Height / / L2 % 12 T XO,OX � u V. L - - Ll s Z y� 8 �- Es XO,OX Es� �fEb XO,OX XO,OX 0 i ELEVATION 3 Jamb 4 Jamb 't7 VIEW, XO/OX 2 Jamb Fasteners Fasteners Fasteners I w I A I $uck� XOX - 6 Head & Sill I Width F t n r J rob (W) See RM0100, Notes 10 m 15 for additional c+ Series 1000 Horizontal Slider XOX - Modular Q� rode irre. (Typ) 6• +- 6• rTy-1 H S A 8r L L buck width No. Fasteners in Head & sin Fast!4V8 ocadon Es L4 71 6 4 lie 74 114 ._. B 4 1 14 1/495 ip7" --.---. 6 ._.._ 411 ..4-fie-- 114D 114119 6 4 Till 26 1/4 Eh Eh T/ / / Frame l7 Buck Height XOX as er e s. o a r 12 Fasteners shown below. i 0 Ll Ll I L2 s1 Lie Ll FASTENER i0Y5fALIATION INSIRUCnONS - nZX25129 Nit WOOD SCREWS- . (K) See fastener location table and Elevation Views on this sheet For location of 418 Wood screws. (L) t8 Wood screw must be of sufficient length to schwa minknwn embedment a 1• Into the two by wood framing. (14) see Detall "A" on sheet 1 for appraoanew W~ d the wood screw In ale: attachment fin. ��.. -- _ . __ ELEVATION - J -`s XOX Es 1 � XO X XO X A VIEW, XOX I _ 3 Jamb 4 Jamb 2 Jam b -4.-1 � .- ' gg 1 '" " aa:1/a/m (R) Wood screws sagnotbeUsed tofasts ssemblyitoend grainOFwood. Fasteners Fasteners Fasteners or"MminKA Fastener Location Table Notts, Chocked Dr•m (o��sshallmeet the /drowingrequaa eats: . 0.113' diameter or greater, . sufficient length to achitve ndnimum emba dent of 17J8" into the two by wood trraninsg(gener4Ny, roil 23/8' 1) All dimensions shown taken from the buck width or height of the window frame. lengthOF greater "it meet this requirement),cad 2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the window to heical(wave)or annular (ring)staNcstyle only. be installed, enter the correct table above to determine the locations of the No. 8 Wood or (P) Manufacturer's roik meeting these requinenenb am (but not limited to) Cue following: Topping Screws in the head, sill and jambs. • Parricide deformed shank rail, No. 404947, 404537, 650111 ad 650148. Q Duro-Past deformed stank nag No. 325. 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is (Q) Location of nerds stag be (+J- i" laterane on Wacng, edge distance is a medmum): t + / - 1" for spacing. Edge distance is o maximum. . 4" rrmximmxln frail each comer d the head, sill and jambs or X0/OX & XOX configurations, and 4 This table is NOT applicable the nailing option. See Notes 0, P. Q. and R for Hall ) pP 9 P for the XO/Ox Configuration, 7' O.C. Max. for Jamb, Head and SDI for 46 PSF to 60 PSF DP, or installation locotions and spacing. . for the XOJOX Configuration, 9" O.C. Max. for Jamb, Head and Sill for 36 PSF to 45 PSF DP, « for the XO/OX Configuration, 12.O.C. Max. for Jamb, Head and Sal to 35 PSF DP, or for the XOX Configuration, 7" D.C. Mex. for Jamb & 5' O.C. rrmac. for Head and $In for 46 PSF to W PSF DP, « . for Me XOX Configuration, 9' O.C. Max. for Jamb & 7" O.C. max. for Head and Sill for 36 PSF to 45 PSF DP, or . for tip XOX COn igurston, 12" O.C. Max. for Jamb 6 9" O.C. max. for Merl and SIII t 35 PSF DP, and Drawing No. FLEX Z5120 Sea Da i "A" on sheet 1 for approximate location of the nail k1 the attachment fin. (R) Nags Shan not be used to fasten assembly lift end grain of w000. Sheet 2 of 2 nine By Wood Buck By Others (Note 4.a) Seal Between Window Flange. and Wood Buck (Note 2.a & 2JoJD Stucco By J { Others ? Perimeter I Seat By I Others CNote 2.a Frame L 2.b.10 Height (F.H.) Perimeter Seal By Others (Note 2.a & 2.bJl) Seat Between Concrete ^r g Wood Buck & F,�✓. Masonry Dpening Mas'y. Opening Buck Width by Others By Others (B,W.) (Note 2.o A. 2.b ll) in As Req'd (Note La)� Q Al h 1-1/4' Min. p . ; 4 a Enbe�nent �D �8 O 1/4• Shin - r Spacer max. + See Note Q) 6 15 --L F,H, nor cor,o-ete 11 h Sere. Splicing 7 lS I / - - - - A f --- - See Not* (U Shin As Por lid Wood Seal Between Window -- Req'd. a"•'eOCma Flange and flood Buck CNote La) and 2.a & 2.b.11) S' rMc CTYPJ with exceptlams bNow Perimeter Seal By Others J A [U 6• M.x. Typ rn Head and J.nb9 (Note 2.a & 2.b.A) or n20• Write rhdors. `- Frame Width Huck <Q3 6' Max. Typ. h Jo high of L2' 1 H¢Ight hlgr, re,dor.• <F.W.) D ca ) ELEVATION SECTION B—E A.d N m �EMeskaent u 'v a. �N 1-1/4' win• Masorete or Opening y By Others D a v _ le E R ~tX 222 $ In v I � TI - - One Byy Wood Buck By Others D p (Note 4.a) , q Seal Between I Vood Buck & Masi' Opening o By dthers A y I (Note 2.a & 2-wf) Q 11 1( Stucco By Others r A If VIEWED FROM EXTERIOR concrete or TA Masonry Opening lnatotfodon for Concrete Screws per Notes (1) did (J). By Others Interior Quantities of concrete Screws per fnotallotion Chart on sliest 2. .q Finish By Inslollotion of od /10 Wood Screws in Structural Two By WOW Buck v • IT1 Others per Notes (K), (L) A (M). PARTS LIST i t HH�..FbngeFrame Woo Bu - 22X$ wood Buck p - O a 2- Flange Frame ,� 3 Jamb -FlenpeFname By others (Note 4,b and 0) V ° ° 4 & 5 Not Used 6 Iq ° p ° - 6 Glazing Dow 1), Eml mb . ° ° IQ Gtacrin - See Note (0) and (C) Min. , g a• ° ° ° ° ° 8 3/18" Dla, Flat Head Corona Screw wnh rrdnimun wcrndng bad in shearof 180 lbs at 1 1/4' SECTION A -A (ALTERNATE) embedment. Sae Note (1) on Sheet 2 and Note 7 on Drawing FLEX20100. ., ry 9 p10 Flat Heed Wood or Tabbing Sm w with a minimum embedment of1-3W Into'Struct 'Structural For installation with two lea Seal between window precast SIII by others• Two By Buck«Framing". See Note (K) on Sheet2 and Note 8 on Drawing FLEX20100. wood bucks. Similar for Section Dew 1@/07 B-B (not shown). VadaNrs Drawn M R)A (had" ay: JH RsewtJ. AnWW% P.L R. License No. 49M x�W 'f t ! DIS13ATMER: The purpose of this Installation drawing Is to present the manufacturer's reaommedatJons for anchorage D.e., concrete screws, wood r� screws, tapping Saevws Lind Vulkem Structural Adhesive (or other approved 'a,e Iequal) as applicable] to achieve the design pressure SDed'wed on the I.,a' fenestration product as required by the 2001 Florida Buik(irg Code (FBQ, • .!.. ..'e Section 1707.4.4, 2004 FBC-Building, section 1714.5.4 and the 2DD4 FBC-Resider", Section R613.6. Reminmerhdations regarding flashing DrMawwIngNO. FLD(27110 sealing, sealants «other pint sdslatt practices dues not constitute a warts either expressed or Implied. Sheet 1 of 2 FA1)TENER iNSTAM AT7MN 016-t - RWr17uO .r � I 3/la' DIA. COMMM SCREW WTM NON-Sf WICnAtAL OFM By WOOD NICK: y• LL (I) Where widow s Installed In an opening Man a non-saixt rel one by wood buck for the head and Jambs and memory or concrete rid, kwaNetlon s as •rid• I >>4 • Attire head and lambs, use a 3/16" dsmatar cormoete saw d sumdeM length m adlleva mtimum embedinax d i•U4" irta ofaorhry a rxwxrate- Sae 'Pars FLEX20100, Nos 7 for g LISP' an Sheet 1 Of this dre" for concrete saw size, abhodmem and bad requln rm See addtWW cona6ta screw A , requirements, • At cup siU, apply a SlTliclwra AOlhaslwe Seaton for the Nll Yatgth of the SH Trainingthe regtrernaea of NOW 2.b.) on FiDQ0100. (3) Oinc ele Screw inytaitdw fasteners shhal be spaced as follows (see Ekavaebn New 0n Sheat 1)' RI I • Sores 1000 a Zwo head a )Sri nt s: I) 5" from of fjrpaNrs a, cu am* spaced bowae corer FC $g male each coma with ramnalning quantity fasterera. Q A) $ao Conaeue Saaw Inmtelladon Chart at left for guandael of fasteners to a placed in mood and jambe. Ill) Maximum Design Pressure for the Installation Is 70 W. iv) Tolerance is +/- 1'. This miearme is applicable to the Mnrly spaced dispnce. QV) comer dwarce measured man Up of tramp. vl) For widows gie tee than 96" wide; all hal" and wwindowe lam than or equal to 12" high; all wW% see taxup., In am '"owe epRFan e1 I i.w the Concrete scow IIWa- -, CIMrt at left. Lo *" WOOD SCREW WirH STRUCTURALT TWO BY W000 BUCK (see section A -A, Al wmW on sheet 1. Wdkor far Socdm the): .•p5[ 1 s (q Where window Is khsmllod In an opening wait a structural Mo by wood bras for the head and jambs and a masonry Or concrete old, WW,O M 16 as faAowvs: I C • At the had and iambs, Lae N30 wood screws a a/ficiert length toadwaw 1-3/8' min. enrbdmsr t Into the two by woad bock. Soo"Pant Uri" on uJili Sheet I d this drawing for wood screw sire and embedment. Sae PLEM1m, Note 8 for additional wood screw taquirxme nes, W. At at sal, appy a Structure Adhesive Sadist ter the full to gkh a the STl mesting the requkanhents a Note 2.b.1 on 119=100, 1• g (L) P10 Wood Screw Insta8ddpnh fasta rsrs dell be spaced as Iblbtrs for a0 Wlnapw sleet (Sea Elevation Hew an Shed I). TOb cam Is +I- 1'. S This tolerance Is applicable map eweniy spaced distance. Conner dsEanee measured from tip Of fnme. 6 es • Sass 1000 & 21XI0 - head: i I) to 46 pd: S' mat from comer & 17' ac Max. A) 46 m 60 W. 5- mat from comer at 16- o.c max. Q Ili) 61 to 70 par: 5" me( from come a 15' o.c. mac N . series 1000 a 2000 - jambs: I) be 45 Par: V max from Dorm- & 14' ca M x. I ib) 46 co W Psr 5" matt from aanar & 10.0.a MWL Q IR id) 6110 70 Pad: S' max from owner & 8" o.c. max. (M) Wood saws shall riot be used to fasten own W into the eel Wish of wood. - (N) if m0R window sae La root ISted in feAener instaNpa)n chat for concrete strew iataltmana. use (BatenL7 cumuli' Raw for n0a larger sees, w - \ A ! ` . (0) Irbtalatiore h7*Dmamd in am a irzUuctiors atosptable for deign pressures to 70 PSF for the window ems shown in the chest paagn Pressures (D.P.) are posdive and nsgaro". Overall window spNmby flesion promm may be has tin 70 PSF it governed by die posting and "I be determined er accordance with ~ n Note 13 ofFLDQ0100, (P) Production Glazing may differ from that testre as slowed b/ ANWMMNNWWDA IOIA.5. Z 101i7.S. 2/NAFS or AWA WWDMNCSA IOVI.S. 2/A4t0 old applicable Budding Code See Nobs 12 and 13 on Drawing 19,DQ0100 for hsaer details. plane DYh M (t0 Two try wood ark aid(« framing at the head and jambs In be securely I'asterp0 to ifsidw the land an cup masonry. OWaam Or 00iar ablicbaal amstrate sand" or. 3" per the FBC and the engineer of remd•s deatob as applicable. (R) See r4. MlW, Mots 10 to 15 for additional FBC Code (bmpRa ce. A Drawing No. FLE C7110 Sheet 2 of 2 Sheathing By Others V Min, Embedment GENERAL NOTES '''iii Frame Width _ Buck Width Sent Between Wingow Fin & Sheathing (Wood Screw) Two B Wood Y by Others (Note 4.b) (1 b is) Sae General! Noes Drhavrkg FLEX20100, sheet 1 a 2, MOSONO Series 200D Feud Aluminum inum window a 3 it co o h>' C c um w (Note 2.a & e.c.IP 8 (A) shown Also applicable to Swim 1000 Fixed Alundm rn Windows. (B)ftwn0applicable 10Nat4mpooResMxlt~ •0, tad M aw,F9 t'` (n A Shin As Req'd. 1/4' Max. windows. Exterior Finis By Others (Note l.b> fCjProdLctbrh Giatii8 may tlimer 6om out treledessAvwed by ANSUAAhtNMNWDA 10111S• 2, LOMS• 2/I'MFs or _j Fastener • 1/4' Max, Spoce� AAMA/WDMMCSA t01/1.S. 2JA440 and appla" Building Code- Sae Noy 12 and 13 w Droving FLEX 2A100 t« AxUner / (SeeBelow)Shim --� I % iii //o////� - - *WkF Oeeis Frame r7 ! fesyrpr Spacing see Elwalbn Yew xxh Slleott and & Buck 'IEqually SpacedPerimeter Fasteners (Typ,1Senn ByteganalrngdaWat101p. I NotesM&(P)onSheet2ofthisdrawkq.SaoNote(H) Height- _.._-, 1 I lg Dthr s 2.a & 2,11) (E) Wood screw and rat withdrawal vahps to 9en•rals it* fastening requkamene are bond an Spools( Ggnl0.50. Bee Notes dwea I B B I $ IS ,Q L I I a of (to n igardkip . (M Wood a tipping avow edge dbynoe nheaxxed from edge �i g' - I ri I Frame ad wood m mnWko of wood a cupping screw must most or A I I I Height 6 elmMinimum andembedment per Paris LK Sea rtota(tlixceed �p. ELEVATION _.I 4-1/2' Max. � I 1 Height 7 2 (B.H.) d. (0) Nag sags defamaiw e measured from edge wood to VIEWED FROM EXTERIOR (Typ.) t1i I Perimeter Seat By Interior Finish BY Others cenGYlfM of nail must meet or troceed 9/1a- or 8 tithe Shank Diemeyr whicho arslarger Minimum aim aMembedltsn pay Pads List Sea Make (H) ngs" devtanam Og Any wI6VIWOrl lass Carl ON rnlamun feWdnalnnarxe salad Head. S{ll & Jamb Anchor Saaclrro DISCLAIMER, Tie I Wood Screw - TO 70 PSF D.P.: 18' O.C. Max. P.peed aarrn ---------------------- 0-11. I*Dweee ew Othrs must beapprovwdby the momfectlxw oregInesred by'~ m (Note 2 a & 2.c.ID Deign Pmfoosbnab In eccoMa,ce with cup applicable BLdfdeg Code and Product Applarel. Nail n�asr 61 PSF TO 70 PSF D•P,: 5-1/2' D.C. Max, �°+o•a•-•riaod%, 0) All Mkl stippled rolsa in the lrna (lt tadpiked) will be 3/18' 51 PSF TO 60 PSF D.P,, 6-1/2' D.C. Max, .W-M'*+ndn' . 9 aifa.aw deaso Pew. Shim As Req'd. Indareterfor#8woodscrews,orthearm*dianaoadthe 46 PSF TO 50 PSF D.P,: 8' D,C. Max. a:e"enten.+wam: 1 4k PSF TO 45 PSF D.P.; 8-1/2' Q.C. Max. �1 lI f } 9 $ I 1/4' Max. (Note l,b) nor rounded up to next standard designation drill bit site (J) Wood Sbran and Nods $HALL NOT be mixed to fe km the Fe 36 PSF TO 40 PSF MR, 9-1/2' O.C. Max. I �foc-isesk ", m 4A Exterior Finish Two By Wood �asBemby. TO 35 PSF D.P.: 12' O.0 Max. s 1 1n+sA we err nor 1. By Others by Others (Nate 4.b> g n rx_MeewoK55 n a 31 ea� Nam"" fWwjo Seat Between j Frame Width Shim As Req'd,war'�� Buck Vldth 1/4' Max. (Note l.b) (F.V. L B.H.) Min. .."Owro vn Two g Centerline of Pi°ki00'"0rmn1tl0'u" Y Woad awwrwto Saw ap•ne4 by Others Fostener I lx n-- 'ill-� N Window Fin & 1' Min. (Note 4.b> I pope: e!a/rl7 Sheathing Embedment Sheathingscmc NITS I (Note 2 a & 2 e.i') (Wood Screw) By Others Drawn Min a)A Sheaths Opakese"3H By Others SECTION A —A , � ReOert).Asorleae,..E. PARTS LIST 3 1' inn• FL License N0. 49752 I / rE- 1 Heed - FirrFrame 2 $11- Fin Frame 3 Jamb-FlnFreme 7 Embedment (Wood Screw) u�� �.''• ��"'•• tJ. ln 0•�t 4 Not Used 5 Not reed - 8 9 1 •'wry•-••N+�;{ 8 Seat 1 Between I 7 Gfeziew- See Nola (0)and (C) - +1h4 8 08 Pan Flood Wood or Lvsj�t ,_••,Screw with a ndnaropn ombednpra a 1" it" Window Fin & Wood Screw or Nail Head must be -- -.—• Sheathing in full contort with Attachment Fin. the saudurnli wood sub, See Rote (K) on Shoat 2 and Deem A on rib ��" (Note 2a R 2,c.N) Centerline of fastener be •• PeSeQ tB� drawing ark? Noy 4.b & 8 on Drawing FLFJ(20t00. 9 Shank t GA) from Exterior approximaialy 9/32" from edge a •••. Round Heed Deformed Nall with mimmun 0.113" dernGler (t ww Finish ❑thrs SECTION B—B Attachment Fin. minimum smDadm«a of1.7Ar ins cup structural woad automata- Sao Note (Fg on (Note 2a By Others nr•r Drawing NO. FLD(27120 QUAIL I L Sheet 2 and overall A on this drawing and Nobs 4.b a 9 on Drawing F LEX20100• L 2.c.0) Sheet 1 of 2 Sent Between y� Seal Between Window Wood Buck & Masonry Opening Frame width Frame Width A 9 V B Flange & Wood Huck (Note 2.4 & Wood Hy Others (Note 2.a L 2.b.A) A A . d E "�+ �! One By Wood Buck By Others7 ,,,���'�.I (Nate 4.0) - A Concret¢ Or Masonry ape ning By B / // - , Frame .A lip Height ;Y Others (Note T) / B B B 8 Exterior Finish T Hy Others 4 ' 1-1/4" Men. 0 p Embedment 1 A EXTERIOR ELEVATION A I — —I 1 /4" Max. 0 Buck Width <H,W,> 9 I cr, Shim Space 1-1/4" Min. 1B Perimeter Sealax, Embedment 'fi 11 cis Jf By Others ; Sh{m As Req'd. Sh m Space One Hy Wood a, (Note 2a & 2.b.iU (Nate i.a) Shln AS Re d. d Buck Hy Others �� Frame (Note l.n) (Note 4.n) OQ$$t Height O (F,H,) 8 $ $ Buck 3 Q �-' Height <B,H.) GENERA! NOTES I %// l 6 (1 b /a) Bea General Holes Rawug FLE%2J100, Sheet 7 en Seal Between 2 j Shin AS Req'd. tat Wood Buck ? (Note l.a) ()y M6 rob" Series 1000 Designer Foxed Aluminum Masorry Opening t Perimeter Seai Window Is dnolam. Also appAnlde to Soda 2000 By Others y By Others Designer Fixed AlumnnanWidows. 4 (Note 2a & 2,b.i) j (Note 2,a & 2•b.11) (a) DWAV applicable 10 Non -Impact Resistant glazed Perimeter Seal --- widows. By Others __\ Seat Between Exterior Flnlsh (C)P �g may direr from Thaw, es (Note 2a & 2.b•4) Window Flange By Ethers "^'-�'�"" slowed by M611AAMAINWINDA 101/1S 2, 30VI.S. JI Concrete ( Wood Buck S (Note 2•a L 2b•l) L 1/4" Max. 2/NAFTi«MMA/WOMWCSA 101/IS. 2/A440 end Exterior Finish Or Noson ry Seal Between Window Flange L Wood Buck Shim Space 4 . & applicable Building Code. Sale Nob 12 and 13 on Drawing FLEX 20100 for further deals, (D) For Fastener n nerLocatio"a°'"W'es,weSheet2of By Others Opening By Frn(F•W'dth Others SECTION B-BSCBW. rx - '•' Dw*1/9107 NITS (Note 2.a L e bJD I this dranWg. Sao Note (H) regarding devie6one. Or ayl RlA i Min. (E) Conaob saw edge distance measured from edge PARTS LIST ceedess air 3h a rn >ed Embedment a conaeshnewneyroaxk totersedkre a otxxsey t F Frame h - kegs Raertf•Araerarq P.M. Concrete Masonry Or y One BBy anew moat most nerit e e sLis . Se Not;nearl aim and 3 R Lies No. 40M Seat Between OpeninpyBy Woad Buck 6 Buck y Othrrrs (Note 4,a) gardinednling".PartsrLst.8seNob(H) rvpWkgdavlatlors. JJaanb��Frame Frame Flange �+- lr Others (P) Wood or frommsonew 4 Not Wed • Masonry Opening By Others T By O er SECTION A ofwoipmg dtocnwedporwoodortpmusimed edge dwaa0marastlInedMroodatappugaasw 5 Not Used � 1. L 2.bdD •A must most or eo�od 1'. haniamsbxand 8 Quoting dead embedment per Pas List Soo Nate (H) regarding 7 Glazing;- Sso Nola (B) and (C) DISCLAiMER: The purpose of the itdalWFat dlawri g Is to present the nsrrdaduer's recommeralatlons for anchorage, (i.e., concrete spews, wood doviob". (0) AN field supplied holes in the frome (Irequired) will be 6 3/'I6' Do. Flat Hood C«hcray Screw with minknum working bed In abler of 180 be at t 7 h screws, ] Ixeaeure specified lapping design and rows t x lave the on the 3118' In diameter for 3118" concrete e10 6anewe and 1K' lernbednNrL Sae Noy t an Sheet 2 end () '•. .• /anadratkxm product as Fioridn ends Section the 2001 w "egAnd try BuslAru9 (FBCj, wood screw*. Mote 7 an FLEX20100 DraMrig r• ..'� 1707.4.4, 2fXM F'VCNAiltilg, Seuxbrf 1714.5.4 and the 201M FBC Residerhaal, 0% Any dsvbetion lees gun the rhdsknum requiarrpns B e10 Fiat Mead Wood «Tahppig Screw with a f,. ••. ..r•"" Soodon R513-6. Recwmmxuiaa rogar*m mashing,sbg,am sa,ens orotw stood must be approved by one mandecerer or minimum embedmerrt ofI-3/8' WAD -.Vuctww ..• joint soaterd practices does rot CoretlbAt o wwanranty ¢crier aaeahmW or kmpled. agaserad by'(iasf Design Professional In accordance the appiOstr Building code Two By Bud( or Filming'. Sw o NOW (lQ on DMWIM9 NO. FLDC Z8110 with t and Shteat 2 and NOW 8 on Drawing FLE)=00. Pro" Applow il. Sheet 1 of 2 PASnOM VMffAL1ATWN DeSrlaymons-t alican 0 31If- DLL CONCRETE SCREW WITH NON S(OXnX AL ONE NY WOOD eras AND CONCRETE KM DOWN: Soo[ Uwe(1) (rotnmans Where window isahswbd in an operrnn• g with a nospupbuds pral as by woad for the heed, AA and jambs, tee a 311V acceptable for deep prasehars diameter conciliar screw of sufficient *Vth to sdhsvw mirtum embedment of 1-1/4' Into moramy or concrete. So'Pads oar' to 70 PSF. Deslgt Pmesaaa (D.P. an on Shea I of is (meets screw sloe, embroilment W nentand iced require. DQ ehtt SeeFL0300, Note 7 for ban" MOO"y m"xiete caw dalWl Plashua��mey be (3) Fastens spacing sill be per Nets (N), (P) will (Q) below. tot shown In the faftm gmwty table cad doe be determined in accordance with 0 WOOD SQUW W1TF1 SnDICn*AL TWO MWOOD BUO(AND CONCRRE NR1aDOWHL USED WHEN TWO BY Nam 13 ofF1DQ0100. :f1 . EMPLOYED IN - na; op on LY a= (Iles CONPIaiMATION NDT CHEREN)1 (S) production Glazing may dnder from that tested as allowed by ANSI/AAMA/NMOQ4 (K) Where wirkbw Is Installed In an opening with a structural two by wood buck for ttp hand, sill and jambs, use S10 wood screws of 101/1-& 2, 101A.S. 2/NAFS or surk{ent length to achlon 1-3/8' min. embodmwx into the two by wood buck. See "Paris Let' on Suet 1 of this drawing for AAMA4WDMWCSA 101 a 2/MW and wood screw soe and wabedmwnt. See FlDO0100, Note 8 i'« aditxW woad sow regWenehb. applicable Building Coda See Note 12 and (L) Wood screws shall not be used to fasten assembly Into the and grain of wxood. 13 an DwMV I = 20100 for futhir (M) Fastener sparing deli be per Notes (0), (P) and ((a below. ddags. (T) Concrete Header at hood and FA4rshIER SPACOte (Shoo EiVAMOR Vlewa an tick Shasta wood buck ancythe framing at e heed, am and )webs to be saaaeiy, hittapd to (M) ebrrrete screw spacing shelf be as idiom: transfer the bad to the masonry, owso ee • V maximum from each taror of heed, aid or jambs, or other structural substrate per tie PVC . fewarly spaced between coma anchors but not eswe I 15" mc, stream in hood, sal or jambe d quartirrcide, quarter-drde, and the engineer of gam detarc ac arch and Mlfden mdgdratlons, or applicable. . ewaky spaced between tanner adtors but riot seconding d8• o.c. spacing in heart sill or Wnbs of all Whey s onfigu atlbns not (U) See FIDQ0100, Nobs W m 15 for mentioned above, and editorial FBC ride Co p(axa. mtnnbe Is +/- I-, and e this miamxe is applicable to Uwe ewety spaced dldaoe. Corns distance measured from tip of frame.2L (0) d10 woad screw sp+ch,c9 dud be as follows: • V nmadmlfn from each cortex of hood, 20 or lambs, • evenly spaced between corner anchors bur: not mKeK*V 12• or spacing In hoed, sill or jambe for the following g os, 0 eyebrow o hatf-ctrct 610 o tefeyebrow 0 octagon o ran 0 pehmld 0 fuel -tide 0 ha6cdreb o trtwgk a vaperdd 0 ewer . event' spaced between comer anchors but riot etcetding 0' 0.c. spacing in head, sill or Write Oar the Rxlowtrq CwmgaaatlOms, 0 qusrbBracle 0 qua ier-drde arch a h olf-fnn • tolerance is +/- I" and this tolerance IS epp&:abie to the ewny spaced distance. Q . comer distance measured from tip of frame. (►) spodng m Note (N) and (0) abaft based w fie use aaVw a ca cap screw a M10 wood screw as required for seaeIng the window frame Into Sue substrate at PoOows (go lifus radon UN shaeU. • Concrete spew Info concrete or mwany suing a norrstrucNpl One By wood Buds • P10 wood saw 0W0 a TWO By Wood buck structurally sttached toCDrh" a or moony subsbaOe. (� x configuration r e qulras conMkatlen a cahcr ire go" and e10 wow Saw In eitlar a hod, Sill or jamb, it* low of cue madrmm spackW above Nei be used. Frame Width Fortimers S' Max. l (TYP.) HEAD �// Frame Height F JAMa- Max. R s is 5- Max. rypa spocw Fo-tennw (TYP.) EXTERIOR EL�A�ONEL OON 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.-CONCRETE SCREWS AT 18" O.C. SPACING BETWEEN ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS. -or- HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO STRUCTURAL TWO BY BUCK (ATTACHED TO CONCRETE HEADER, JAMBS OR SILL) USE i(E10 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)) Mee 1/e/07 moth NITS Drawn Mr. WA coodpa cur: EH Drarering No. RM8110 Sheet 2 of 2 FASTEN= UWALLATION INSTRUCnIONB - FLEX27I31D *8 WOOD Scar*%, (IQ #8 Wood screw must be of sufficient length to achieve minimum embedment of I" rota the two by wood framing. (L) Spacing of wood scrawls shag be: . 4-1/2" max. from each male of the head, sin and jermbs, and . evenly spaced between corner fasteners but not exceeding 18" o.c. spacing for the head, sip and jambs as shown in Elevatim View on Sheaf 1 of this drawing. Tolerance Is +/- 1". This tolerance is applicable to the evenly, spaced distance. ZL • Comer distance measured from f ngbuck width or height dimension of frame. (M) Wood screws shag not be used to fasteht asselrtbly Into end grain of wood. NAIL& (N) Nags shag meet the following requirerhelts: • 0.ILrdiameter orgreater, e stAfiderit length to achieve minimum embedment of 1 7/8" into the two by wood framing (generally, nail 2 3/8" length or greater shag meet this requkemarlt), and . helical (screw) or annular (ring) shank style only. (0) Marufachrer's nails meeting these requirements are (but not limited to) the hollowing: • Pesticide defamed shank nail, No. 404947, 404537, 650111 and 650148. • Duro-Fasdeformed t defoed shairk nap No. 325. (P) Spacing of nags shag be: • 4-1/2" max from each corner of the head, sill aid jambs, and . evenly spaced between comer fasteners and not exceeding ox. spacing for the head, sill and jambs as shown In Ekvatlon View on Shot 1 of tide drariving. . Taleance Is +/- 11. Title toi rance Is applicable to the sysnly, spaced distance. ,L2, • Comer distance measured from frameribuck wkM or height dimension of Name. (Q) Nags shall rat be used to faster asambly irfto end grain of wood, DESK( /R MPA RATVM at M 92-COMPLM CL - U Spa (R) Installation( depicted In these khst uctlens acceptable for design pressures to 70 PSF with fastener spacing L R - Id, shrwln do Defallon View on Street 1 of Bits drawing for the followMg window sites: C $ M" . to 52 1/8' x 95 • to 63" x W, P R , • to 71"x7' 9 • to x 73" toB3" 31 x ss 1/4" 3 1 * to 95" x 49 5/I • to119"x3731V a Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be leas R than 70 PSF and shall be determined In accordance with Note 13 of FLIXMI00.M. (S) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 301/I.S, 2, 101/I.S. VNAFS or AAFW4VDMA/CSA 1OLq.S, 2/A440 and applicable Building Code, See Note 12 and 13 on Drawing c M I€r FLEX 20100 for Reuter 11e4gs. 6 (T) Structi" two by wood buck and/«framing at the head, sill and jambs to be securely fasbemed to transfer 2 the load to the wood structural substrate per the (PC and the engineer of record's details as applicable. (U) See F1.100100, Noses 10 to 15 for additional FBC Code Compliance. $ a 3 II A Deww 1/9/e7 seals 1,175 dawn Or. RA (ireaad eye x1 Drawing No. FLEX27120 Sheet 2 of 2 Embedment <Wood Screw: 1/4' Mo.. 8 9 Seal Behind Fin Shin Space Two By Framing Frame Width __�_� Buck Width ..� •w � A (Note 2.a L 2e.A) Hy Others A Q 'i IL Sheathing i Id Down Shim As Req•d. By lathers (Note 1.b ) (Note 4,b and T) � - M —7 By Others CNote 4.b and T) Seal Behind Fin F g 3 (Note 2a L 2.c.11> 9 $ Shim As g �+ Req'd. 9 v Frame (Note t,b) 7 i _ 1' Mtn. / ad Buck aaj Height 7 i,l � / —� Enb¢dnent (Wood Screw)W •� $ I B B I % g Exterior Finish By Others 1/4' Max. �hln Space Sheol thing I ) By Others �.-11. Perimeter Seat k I By Others q � � � It (Note 2.a L 2.cJD Exterior Finish By Others N 1 6 Buck Height Frame Width XT R A I ee< (B.HJ Perimeter Seal ""-- Huck Width By Others aa�� 4 F LL I ---- (F,W. & B.W.) (Note 2.a L tail) F Frame perimeter, (F .; Seat (F.H.7 By Others SECTION B- B DiS(1,A$4Ht. The purpose of this Installation draweg is m pese t g (Note 2,o the manufacturer's for arlCfwtlrBge [ice., wood I & 2.c.0) &4'd,'b) screws, tapping waves and nags] m andnieve the design pressure •- ,•„ si specified on the fenestration product a requied by the 2001 Fiarda = GENERAL NOTES Building Code (FID4 Section 1707A,4, 2W4 FOC-Suldl g, Section dpS (1 m 16) See General Notes Drawing FLEX20100, Shoat 1 A 2. 1714.5.4 and the 20M FBC•Rosld - t, Section R513.6. (A) M{ksmna Sense 1000 Designs" Fixed AbxNnum Window is Recommerulations ceding flashing, strong, sealants or other )oat i at seatnt Pradkwle does not constitute a warady drier e0preased a Shown. Also applicable b Sines 2000 Designer Fixed Aumiiln ,mplsd $ Exterior Finish By Others = 1/4' Max. SHIM Space 1Uhdowa. (ll) Drawing tppliabs toNon-knWcl Resistant stated windows. I (C) Production Glazkg may dltwfrom Mo teabo as allowed by OT101/I.6. ANWAAMAMWWDA 301/I.S. 2,101/1S. 2/MAPS or AAKVWDM&IMA 2IA440 and applkabs Building Code. Sao Note 12 and 13 an Two By Framing Drawing FLEX 20100 for fuller detaft " -7 A By Others (D) For Fastener Spacing me Nabs (L) card (P) onSheet 2 of this Min. ^ SHEATHING J (Note 4.b and T) drowhg•See Nate (H) regardingd Centerline of ^ BY OTHERS Seat Behind Fin (EiWood screw awn and nail used eras#in Fastener g o •• "' (Note 2,a L 210D featuring requiremords as based on Spruoo-Pino•F« with a Specific 1" M I n. Gravity of 0.60. sea Nob (H) rogarft devbtome. I Debt 1/s/07 Embedmrent (F) Woad or tapping screw edge distance measured from edge of sew WS ( Wood Screw) wood to center We of wood or tapping saw must "neat or exceed 1-. I omm err. W SECTION A -A Mini men saw and embedmaM Der Pads Ls4 Sao Mote (H) regarding devialiona. hI Chalked M: JM PARTS LIST (0) NO edge dsmx of measured floor edge wood cOnpolrp of Na4eR7. Aea+le• P.E. R Lkenx N0.497R 1 H - FinFrpme nail rust most «exceed WIW or 8 *rise Shank Diameter, wwthkhover 2 SW - FM me Fro is stpa, Minbmen size and embedmwtl per Paris Lot Sae Note (H) JAM98 3 FM Frame regarding deviations, '�(r �•••••"--��-• •a 4 Not Used 0() Any deviation rase than the minirtnrrm raqukwhprhs stand suet be Attachment � •'. 5 Not Used approved by the ramifOfta cur o gipaad by tether Design Fin . , 6 Glazing - Rigid Vinyl Pmbabtet In aocordnoe with the applicable Budding Code and _ •- ___-. 7 Sze - see Note (a) and (C) Product AppmvM. r---- • 8 M8 Pan Hood Wood a Tapping Screw with a minimum embedment of V Into 0) AN field supplied hobs in Me frame (itrequked) will be 31161 in Wood Screw or Noll Hood must be r " j 1 the stuck" woad slrbcbay. See Noy (K) on Sheet 2 and DOW A an this dsmpter f«06 wood screws or the shank dlemeW of the roll in full contact with Attachment Fin. -# -.. drawing and Note 4.b & 8 al Drawing FLEX20100. rounded up to cup nex! standard designation dria bit size. Centerline of fastener shall be !`A,.•........I 9 ed Mead DMtrtrmad Shank Nei Mir nmaurhhmh 0-113- cnnepsf (11 GA) and (J) Wood Screws and Nails j&_L NOT be mired to faster the same oPProximoley 9/32" from edge of -• ON. .av'•,-- •"'e•"�•• mninum embedrrsn d l-718' kdo Ow structural wood substrate. Sao Noes (N) on Attachment Fin. Shed 2 and DoW A on aft drawing and NOW 4.b & 9 on Drawing R EX20100. DETAIL A Drawing No. FLEX28120 Shdaet 1 of 2 FASTENER INBTALLATiON INST11111=015 - f1,01=2D *8 WOOD 8CRE11FS (LQ s8 wood Screw must be of sufficient length to achieve minimum enbedmerrt of 1" ibb the two by wood framing or the build -down Namtrg component. (L) #8 woad Saari spacing shag be as fdbWs: e 4-1/2" ma imurn from each comer of had, sill or jambs, • eveny spaced between corner fxtenter9 but riot exceeding 18" o.c. spacing in head, sill or jambs for the following configuration s at design prosins to 70 PSF, trinow 0 ham-cirde, arch 0 har-eyebrow 0 octagon O fan 0 pemtok) o full-drde o hW-deck 0 Mangle O trap—ld - 0 oval . evenly spaced between caner fasteners but not esmeedig 15' cue. spacing In head, sill or ja nt s for the topOwhq configurations at design premium to 70 Imo, 0 quarter-arde o quarter-orce arch 0 half -fan • tolerance is +/-1", and 2 . this tolerance is applicable to the evenly spaced distance. • Corner distance mesax,d from fram%ibr ck width or height dkra *w of from (to Wood screws shag not be used t Allow anmi* kit end grain of rood. NAILS; (N) Nails snail Meet the following recto rierre : • 0.113" dkmete «grester, . srlmdert WO to achieve minimum embedment of 17/81 iht the two by wood or buik}down • ^hftweg (9 (Sens Screw) or annular (rig) tnlag( style ant greater ¢hell meet tits rMutmenlaht), aid (0) Manufactureres rolls meetinlg these requirements are (but not dmited to) the following: • Paslode daformad shank nal, No, 404947, 404537, 650111 lad 6501411 . Dtro-Fast deformed shalt nag No. 325. (P) spacing of nails sWI be: 4-1/2' m r i cum from each Comer of the head, as and jambs, - evenly spaced balwem comer flisten ers but not scoodkg the o.c. sphxig In hoed, sit and jambs for fie fdbw:hg configurations at design promises 46 to 70 PSF, o eyebrow 5" o.c. spacing o hat -eyebrow 5" o.c. Spacing o fan 6" O.C. sIn9 o half -fan 4.,,,,pacirg o full -circle 7' o.c. spacing o halRarde 0"o.c. spsag o hehf-cieCk inch 6" at spacing a quirstar•drde 4' at. SpaCKV o quarter -circle arch 4'o.c. sparing 0 ova; 12" o.c. spacing o an*agOrh 7' ac spacing o pentold 5" oe spedrg Q Mangle V Sew spacing Q trapezoid 5" O.C. spacing (P) Spacing of nails shall be (continued): . evenly spaced between come fasteners but not ox needing the o.c. Racing in head, sill and jambe for the following configurations at design pressures to 45 PSF, O eyebrow 9' O.C. Spec" a hhe%elrebroww 9' O.C. Spacing o fan 9' ox. spacing o haF-fan 7" D.c. spacing o full-drde 11" o.c. spacing a haV-drde 9" o.c. spacing O has-drde ardr 9' O.C. spacing c gtlarber-cirde T o.c. spacing a quorterarck arch A o.c. s) mV 0 oval 1F o.c. spacing 0 octagon 11' O.C. sparing O peritorid 9" C.C. Spacing o Mangle 9, O.C. spacing o trapezoid 9" O.C. spacing . tolerance is +/- I", and • Oft tolerance is applicableto the evenly speared distance. 0 * Corner distance measured horn harmer/buck Width or height dimenalm of frame, (Q) Nags shall not be used to fasten assaftly into end grain of wood. DESIGN PRESSURE RATING t FK CODE COMPLIANCE (R) Lutallatcers depicted in does instructions acceptable for design pressures to 70 PSF With fastener spacing in Notes (L) and (P} Design Pressures (D.P.) are positive and negative. Overall Window assernbly, design pressure may be less than 70 PSF and shag be determinad In accordance with Note 13 of PIM0100. (S) Production Glazing may differ from that tested as allowed byANSI/AAWO VWDA 101JI.S. 2, 101/1.5. 2/NAFS or AAf(A/WDhWCSA 101/IS. 2IA440 and applicable Building Cade. See Note 12 and 13 on Drar" PLO( 20100 for flathw details. (T) Structural two by wood and/or framig at the (lead, sin and jambs to be securely fastapd to transfer the load to the wood structural substrabe per the FBC and the engineer of records details as applicable. (U) Sae FLDMIOO, Notes 10 to 15 for additional F13C Code Compliance, Frame Width Buck Width l Evenly Spoled Anchor - HEAD �1 / Frame Height It Buck Height Event' SPowd Mchorw ,fie 4•-1/1 (T Mox. ";.) P,)t Sal I Mox. (TYP•) Erenly MPch n (TYP.) EXTERIQR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW Deb: 110/07 sole Nn down en Aar chodo" or. JM Drawing No. FLEX28120 Sheet 2 of 2 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax:813.645.9698 www.danscoengineedng.com CA 25948 F 9Ln w 0 L= 14 Q 'V, Z� < COO %D 1" awfflN TL ce ) OD Qpwoo Z F-M W Irli z E� E WZ Z Q tO mi F- 11-- L1J Uw ::)_ J oQ C W^Ey— ff0 (//) � �.�/`� CL 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 VAIID FOR 12 MONTHS AFTER THE DATE IT is SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OM07-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUIHORIZED USE D 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 102_ ll- it V H 40 D m qq- N 1^I Y J 1 M r1 V.-I 1000 P.W./DESIGNER SiLL (TYP.) ae x 3!a SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- S. MULLION SEALANT BETWEEN' U \-a8 X 3/4 SELF WIN➢OW FLANGES b 14ULLION It- 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN ��``-- WINDOW FLANGES SECTION A -A (1_) \ b MULLION \ r1000 P.V./DESIGNER J � SILL (TYP.) ,it PING SMS 1 x 2 7/16 X I/B TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- . b MULLION 1000 P.W./DESIGNER AUXILIARY PLATE SILL ('YP.) (FOR ADDITIONAL ANCHORS. WM'EN REQUIRED) 0 a8 x 3/4 SELF DETAIL /� TAPPING SMS O _J i i x2x 3/B 1t TUBE MULLION HULL ION -/ 4 I I �•-a8 x 3•'a SELF `--1000 SH TAPPING SINS HEAD (TYP.) SECTION A -A (2) FFIDOO P.V./DESIGNER SILL (TYP.) I /--18 X 3/4 SELF TAPPING SMS = I z 2 7/16 X 3/8 /- TUBE MULLION ` SEALANT BETWEEN t ` WINDOW FLANGE \ R & MULLION \ NB x 3/a SELF \--ae x 3/4 SELF \- \- 1000 S.H. TAPPING SMS logo S.M. TAPPING SMS HEAD (TYP.) HEAD <TYP.) SEALANT BETWEEN SECTION A -.A-+ 3 SECTION A -A (4f WINDOW FLANGES b MULLION 1000 P.W./DESIGNER SEALANT BETWEEN ('' LINDEN FLANGES SILL (TYP.) 1000 P.V./DESIGNER SILL (TYP.) b MULLION \ \ a8 X 3/4 SELF L X 4 x l/8 �ifTAPPING S% U-i TUBE MULLION I �1 17 I�, 18 X 3/4 SELF TAPPING SMS •- /1 X 4 X 3/N F-YY� /-/TUBE MULLION a8 x 3/4 SfLF 1 1000 S.TAPPING SMS �---- H. HEAD (TYP.) SECTION A-L(5) \•-N8 x 3/a SELF TAPPING SMS IGGO S.H. HEAD (TYP.) SECTION A -A (6) TWO BY WOOD BUCK BY OTHER SILLP.W./DESIGNER L� SILL (TYP.) /-as x 3/a seLF TAPPING SMS /- r -vrl / TUBE MULLION APPLIES TO HEAD & SILL WHERE I" X 4" & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW <TYP.) III H:::i--EXTERNAL MULLION INSTALLATION Ct IP DETAILC-\ / l MULLION I�.J 1 i/8, MIN EMBE DMENT ELEVATION VIEWED FROM EXTERIOR DETAIL 8 APPUES TO HE 10 & SILL WHERE 1- X 2" -: • For oRemuta & 1" X 2 7/16- TUBE MULLIONS ARE USED r I 11 - profiles where ,MNi 'Morizontol CFP is not suilottle. N8 x 3/a SELF A is otcepto6k TAPPING SN.i to use A.LATION V CPOR 'inetollot.on Clip'vuUD SCREW -1000 S.H. SECTION A -A (7) Os shown ;n .) HEAD (TYP.) Detoa C.lRli. CLIP Wayne A. Block, P.E. 548 8 Hwy 27 F I/B' MIN. j � C.iermont, FL 34711 EMBEI)NENT FL License No. 52583 FLORIDA EXTRUDERS 2540 JEWE'("1' LANE INTERNATIONAL, INC. SANFORD, FLORIDA TITLE: SER, 1000! 1 S00 FIN SHEET 1 OF 2 �'`01 HOR1Z❑NTAL MULLI❑N SECTIONS S,L :411 HA SEE OTHER SIDE (SHEET 2 ❑F 2) FOR -''2''1 DESIGN PRESSURE CAPACITIES -:� �-- `pF`t�'` :' DRAWN BY:MSH APPROVED BY: WAB `'-::�•;.�`< DATE:6/17/Qd iSCALE:NTS DWG.: 1HMFIN SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY A ITY C PAC CAPACITY C C CAPACITY CAPACITY C 1 WINDOW WINDOW UNIT 1X2Xt/8 iX2X1/8 7X2X3/8 iX2X3/8 X2 7/16x1/81x2 7/16XI/BIX2 7/16x3i8 x2 7/16X3/8 1X4X1/8 iX4X1/8 1X4X3/8 1X4X3/8 2X4X3/8 CALL BUCK TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE ! 2 ANCHORS SECT. A_AIt 4 ANCHOR SECT. A _, k 2 ANCHORS _SECT. A� 4 ANCHORS SECT. A -A 2 ANCHORS EC . - a ANCHORS CT. A -A 3 2 ANCHORS ECT. A -A 4 d ANCHORS SECT. A -A 4 1 ANCHORS E T A -A 6 ANCHORS SECT. A -A 5 4 ANCHORS SECT. A- 6 6 ANCHORS SECT. A -A 6 6 ANCHORS SECT. A -A 7 12+HC 18 1/8 X 34 9/16 428.17 856.35 428.17 856.35 428.17 'I 856.35 428.17 856.35 856.35 1284.53 856.35 1284.53 1284.53 t3+HC 18 I/6 x ab 15/16 32a,21 648.43 32a.21 648,a3 , 324.21 648.43 324.21 6a8.43 648.431972.65fi 4 .43 8 97 5 2.6 97 2.65 14+HC 18 1/8 X 59 3/16 261.39 522.79 261.39 522.79 261.39 522.79 261.39 522.79 522.79 784.18 i 522.79 784.18 784.18 145+HC 8 1/8 X 64 13/16 240,03 _ 218.60 480.07 . _ 437.20 2a0.03 218.60 480.07 240.03 480.07 240.03 480.07 480.07 720.11 480.07 720.11 720.11 655.81 15+HC 18 1/8 X 71 9/16 437.20 218.60 437.20 218.60 437.20 i 437.20 655.81 437.20 655.81 16+HC 18 t/8 X 80 9/16 195,34 390.69 195.34-- 390.69 195.34 1 390.69 195.34 390.69 390.69 586.04 , 390.69 586,04 -586.04 17+HC 18 1/8 X 91 9/16 171.07 342.15 171,07 342.15 171.07 342.15 171.07 342.15 342.15 513,23 1342.15 513.23 513,23 1 HZ+HC 5 1/2 X 38-1/4 263.27 526.54 263.27 526.54 - 263.27 526.54 263.27 526.54 526.54 789.31 f 526.54 789.81 789.81 iH3+HC 5 1/2 X 50 5/ 207,89 415-78 20/.89 415,78 207.89 415.78 _ _207.89 415.78 415.78 623.67 415.78_ 623.67 �51 623.6/ i H4+HC 5 1/2 X 62 7/8 170.84 341.69 170.84 341.69 170.84 341.69 170.84 ; 341.69 341.69 51 Z54 341.69 2.54 512.54 I H45+HC 5 1/2 X 68 1/2 157.92 315.85 157.92 315.55 157.92 315.85 157.92 -- 315.85 I 315:85 1 289.57 473.78 1434.36 I 315.85 473.78 473.78 iH5+HC 5 1/2 X 75 1/ 144.78 289.57 144.78_ 289.57 144.78 289.57 144.78 i 289.57 289.57 434.36 434.36 - 1H6+HC 5 1/2 X 81 1/ 130-32 260.65 -130.32 260.65 130.32 260.65 130.32 1260.65 260.65 390.98 1 260.65 390.98 390.98 1H7+HC 125 1/2 X 96 1/ 115.01 _ 230.02 115.01 230.02 115.01 I 230.02 115.01 230.02 230,02 345.04 230.02 345.04 345.04 22+HC I 36 X 43 1/2 139.50 279.0_1 __ 139.50 279.01 139.50 _279.01 139.50 2_79.01 t 279_.01 418.51 I 279.01 416.51 418.51 23+HC 36 X 55 7/8 129.24 258.48 129.24 258.48 129.24 258.48 129.24- 258.48 258.45 587.72 1 258.48 387.72 387.72 24+HC 136 X 68 1/8 108.58 217.16� - 108,58 217.16 108.58 217.16 108.58 217.16 217.16 325.74 , 217.16 325.74 325.74 245tHC 36 X 73 3/4 - 101.T5 _ 202.31 1 101,15 202.31 - 186.96 101.15 202.31 101.15 ; 202.31 202.31 303.46 202.31 303.46 303.46 25+NC 36 X 80 1/2 93.48 188.96 { 9_3.48 93.48 186.96 93.48 186.96 - 186.96-_ -169.79 280.44 186.96 280.44 280.44 36 89 1/2 84.89 169.79 j 84.89 169.79 84.89 169.'79 54,89 169,79 254.69 i 169.79 254.69 254.69 - _26+HC 27+HC _X 36 X 101 1/2 75.63 151.27 75.63 151.27 75.63 151.27 75.63 151,27 151.27 226.90 I 151.27 226.90 226.90 32+HC 52 1/8 X 50 9/16 74.52 87.63 -4,-2 ` 122.28 ?a.52 130.a8 7a.52 149.05 149.05 223.57 149.05 223.57 223.57 33+HC 52 1/8 x 62 15/16 66,01 77.62 66.01_ 63.07 Ij t 66.01 --- 66.01 -- 132.02 __ 198.04 1 132.02 198.04 _ 198._04 34+HC 52 1/8 X 75 3/16 _ 63.07 _ _i 74.16 I 103.49 63.07 110.44 63.07 126.15 126.15 189.23 126.15 189.23 189.23 345+HC 52 1/8 X 80 13/16 .-___-. 60.90 . 71.61 60.90 ' 99.93 60.90 56.84 106.64 99.52 60.90 121.81 - 113.68 121.81 _ 113.68 182,72 -„ _ _ , 121.81 -- 170.52 1113.68 182,'72 182,72 35+HC 52 1/6 X 87 9/16 56.84 66.83 56.84 93.26 -_. 56.84 170.52 170.52 36+HC 52 1/8 % 96 9/16 52.19 61.37 52.19 85.64 52.19 9t.38 52.19 104.38_ 104.38 156.58 ' 104.38 156.58 156.58 37+HC 52 1/8 x to8 9/t6 47.06 55.34! 47.06 77.22 47.06 82.40 47.06 94.12 94.12 141.19-� . 94.T2 141.19 141.19 _-_ - ._._._ _. _._ , . -- _- NOTES A) NUMBER OF ANCHORS NOTED ARE FOR k8 WOOD SCREWS INTO WOOD FRAMING FLORIDA EXTRUDERS 2540 JEWETT LANE c zEovu(ED AT EaEH END USING I 1/8 EMBEDM_NT, SANFORD, FLORIDA 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION OESICN LOAD WHERE INTERNATIONAL, INC. THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART, TITLE: DESIGN PRESSURE CAPACITIES F I N C) THE NULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING S THE LOWER HORIZONTAL MULLIONS - SER. 1000 & 1500 OF EACH NOiVIDUAL WINDOW'S LABEL RATING, ASTM (1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CMDSING A MULLION, DRAWN BY: MSH APPROVED BY: WAB FXCFFD THE WINDOW'/GLASS DESIGN PRESSURE THFRFRY CAUSING THE WINDOW/CLASS _ _ DESIGN PRESSURE TO GOVERN. DATF,:6/ 1 7/O4 SCALE' FI it L DWG - 1 HMF I N PG 2 1000 S'R - /-•I X Z X 1/8 ID00 S.H. JAMB (TYP.) ' TUBE MULLION JAMB (TYP.) -,L1e x 112 SELF TAPPING SMS I X 2 x 3/8 TUDE MULLION i- ��� 18 X 1/2 SELF 11/8' MiN. APPTNG SMS EMBEDMENT TWO BY WOOD BUCK BY RTHERS DETAIL �_ `� `"( 1 1 SHEATHING 2 X 4 X 3/B i T TUBE MULLION INSTALLATION ANCHOR a8 WOOD $EALANf BETWEEN MAN BETWEEN VINODW FRAME SCREW (TYP.) vIMULL FRAME b MULLION 8 MILLION —EXTERNAL MLILLI�1 09 X 1-1!2 SELF tie x I-1/2 SELF _ TAPPING SMS TAPPING SMS -% INSTALLATION :LIP SECTION A A. (1) SECTION A -A (?) MULL ION l X 2 Ii16 % 1/8 1000 S.H.- APPLIES TO HEAD & SILL WHERE 1" X 4" LOCO S.H. TUBE MULLION LOCO S.FI. 1 X 2 7/16 X 3/6 .JAMB (TYP.) & 2" X 4" TUBE MULLIONS ARE USED JAMB (TYP.) JAMB (TYP) TUBE MULLION APPLIES TO HEAD &SILL WHERE I" X 2" & I" X 2 7/T6" TUBE MULLIONS ARE USED aB X V2 SELF INSTALLATION ANCHOR - a8 x 1/2 SELF i a8 X 1!2 SELF0MM TAPPING SMS 'l �N8 WOOD SCREW TAPPING SMS TAPPING SMS YG TAIL (TYP) \�_--L SEALANT BETWEEN WINDOW FRAME b MIX. LION \ -- ae % 1-1/2 SELF TAPPING SMS SECTION A -A 3 -I X 4 X 1/8 // TUBE MULLION 1000 S.H. 1000 S.H JAMB (T'YP.) JAMB CT YP.) r a8 X 112 SELF TAPPING SMS ,,____L SEALANT BETVEEN WINDOW FRAME b MULLION 11 8 X 1-1!2 SELF TAPPING SNS SECTION A -A L5) -- • For oRernote I L4 pra6ks where Siit Dip, is not auilotNe, It is • SILL CLIP - _ - SEALANT BETWEEN aaceQ(obt.060 to use 1 1 he X 1-t/2 SELF SEALANT BETWEEN TAPPING SMS - -- WINDOW FLANGES 6 MULLION Mesh- i Gip os shown in „-„-_ 11/3' MIN. -- WINDOW FRAME Doled C. / EMBEDMENT L MULLION sECTIoN A-A�7)A-A(7) SHEATkING �- --- 48 X 1-112 SELF TAPPING SMS DETAIL C SECTION A A (4) � -� FMUWING l x 4 X 3/8 TUBE MULLIIFI I I I N8 S-LF T 6UX1 IAR� Y PLATE <FOR ADDITIONAL ANCHORS, WHEN REQUiRED> Q' 11 J -O SMS <TYP.) \- DE��BMULL[_48 1/2 SELF x� ELQVATIOQTAPPING SMS VIEWED FROM EXTERIOR. �'M FLORIDA EXTRUDERSI2540 4SEALANT JEWET�L'LANKT") i U-41 V. ' 1 a ; ^. •TITLE: SER. 1000/ 1-500 FIN SHEET 1 OF 2 -0a- BETWEEN FRAME CD M Lr ED „ �Stl3 _ND'JW SEE OTHER SIDE ( SHEET 2 OF 2) FOR b MULLION - NB X 1-1/2 SELF -,; a C C a,� ° - -�` ��' DESIGN PRESSURE CAPACITIES TAPPING SMS EY) E .9 `g'r U DRAWN BY: MSH APPROVED BY: WAB SECTION A -A (61 i3 �L 1. 2NA�_'' DA7E:6/17/04 SCALE: NTS DWG.: 1VMFIN 1000 F10000 P.W./DESIGNER SILL (TYP.) I NgSELF TAPPING SMS 1 z 2 z 1/ e TUBE MULLION SEALANT BETWEEN i=r WINDOW FLANGES- . b MULLION SEALANT BETWEEN4 0 �- pg X 3/a SELF WINDOW FLAN<FS \- TAPPING SMS - L MULLION 1000 S.H. HEAD (TYP.) (('''''''''' WINOALY FLANGES SECTION A -A (1) \ b BULLION \ f000 P.V./DESIGNER SILL (TYP.) \ T8 x 3/a SELF TAPPING SMS ///- I X 2 7/I6 X 1/8 f TUBE MULLIONSEALANT BETWEEN \� [-111 11n--.__. IL NDOW FLANGES- 1000 P,W./DESIGNER SILL (TYP.) /'�N8 X 3!a SfLF / TAPPING SMS TUBE MULLION SELF \ - 1000 S.M. TAPPING SMS HEAD (TYP.) SECTION A -A (2) FJ� 1000 P.W./DESIGNER 1 SILL (TYP.) Ng X 3/4 SELF TAPPING SMS I X 2 7116 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGE 6 MULLION $ELF \--a8 x 3/a SELF \--1000 S.K TAPPING SMS \-. 1000 S.H. TAPPING SMS HFAD (TYP) HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) WINDOW FLANGES b MULLION (- I000 P.W./DESIGNER SEALANT BETWEEN 1000 P W./DESIGNER SILL (TYP.) WINDOW FLANGES SILL (TYP.) EM. Nut.I ION N8 X 3/4 SLF N8 k 3/4 SELF 1 TAPPING SMS TAPPING SMS i'--V7j� T TUBE MULLION I F'--v-1 / TUBE MULLION `\ \--NB x 3/4 SELF - 1000 S.K TAPPING SMS HEAD (TYP.) sECTION A -A (5) \- NO X 3/4 SELF 1000 S N. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1- X 4" & 2" X 4' TUBE MULLIONS ARE USED) Q CIkICRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK HY OTHERS Q INSTALLATION ANCHOR 3/16' DIA I TAPPER SCREW AIJCHi$t (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 1000 P.W./DESIGNER M,llll - SILL (TYP.)i' a8 % 3/4 SELF TAPPING SMS /-2Xa x3/8 �I TUBE MULLION III ` `+• l I/4' MIN. EMBEDMENT BET& B �/�/ i I ( _ L--- a8 % 3!d $ELF `I\ A TAPPING SMS -'000 S.H. SECTION A -A (7) HEAD (TYP.) / I - Wayne A. Black, P.E EL VATION 548 B Hwy 27 VIEWED FROM EXTERIOR Clermont, FL 34711 FL License Na. 525$3 FLORIDA EXTRUDERS INTERNATIONAL, JWLANE _----__-_,_-___ SANFORa FLORIDA Tn'LE:SER. 1000/1500 FLANGE SHEET 1 OF 2 ^�<<. HORIZONTAL MULLION SECTIONS �•V{.,,, . SEE OTHER SIDE (SHEET 2 DF 2) FOR `` z�93 DESIGN PRESSURE CAPACITIES J I ` F ono' .; DRAWN BY:MSH APPROVED BY: WAB II ... )Atk; ')�` DATE:6/17/04 SCALE:NTS DWG.: 1HMFLG SERIES 1000 & 1500 FLANGE SiNGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL I SIZE Z WINDOW UNIT TIP-TO-T)P SIZE CAPACITY 1X2X1/8 TUBE MULL 2 ANCHORS SECT. A- 1 1X2X1/8 TUBE MULL A 4 NCH RS 0 SECT. A -A 1 1X2X3/8 TUBE MULL 2 A NCHOR SECT. A -A 2 CAPACITY iX2X3/8 TUBE MULL AM H A C ORS SECT, A -A 2 CAPACITY IX2 7/16XI/S1X2 TUBE MULL ANCHORS 2 A C S A- 3 CAPACITY 7/16X1/81X2 TUBE MULL 4 ANCHOR SECT. A -A 3 CAPACITY 7/16X3/B TUBE MULL ANCHORS R 2 NC S 0 SECT. A -A 4 CAPACITY x2 7/160/8 TUBE MULL ♦ AN CHORS S T A- 4 CAPACITY iX4X1/8 TUBE MULL 4 AN CHORS T. -A CAPACITY 1x4X1/8 TUBE MULL 6 ANCHORS SECT. A- 5 CAPACITY iX4X3/8 TUBE MULL 4 ANCHORS SECT, A -A 6 CAPACITY IX4X3/8 TUBE MULL 6 ANCHOR S SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHOR S CT, A-q 7 12+HC 19 1/8 X 35 9/16 839.88 1679.78 839.88 1511.80 839.88 1679.78 839.88 1679.78 1679.78 2519.66 1679.78 2519.66 2519.66 13+11C 19 1/8 X 47 15/16 635.96 1271.93 635.96 1144.74 635.96 1271.93 635.96 1271.93 1271,93 1907.91 1271.93 1907.91 1907.91 14+HC 19 1/8 x 60 3/16 512.73 1025.47 512.73 922.92 512.73 1025.47 512.73 1025.47 1531025.47 1 8.2 10 1025.47 7 1538.21 1536.21 145+HC 19 1/3 X 65 13/16 470,84 941.68 470.84 847.51 470.84 941.68 470.84 941.68 941.68 11412.53 941.68 1412.53 1412.53 15+HC t t9 t/s X 72 9/ 6 428.80 857.60 428.80 7 i 7 .84 4 28.80 857.60 4 0 2$ 8 857.6 0 57 60 860 1256,40 857 ~ t 4 286. 0 1286.40 16+HC 19 1/8 X 8t 9/t6 383.18 766.36 383.18 9.7 68 2 38 .t8 3 766.36 .1 383 8 7 66.36 7 6. 6 36 114 4 I 9 5 - 7 6 66 3 1149.54 11 1149.54 ►7+HC 19 1/8 x 92 9/16 339.08 678.17 1339.08 610.35 _ 339.08 678.17 339.08 678.17 678.17 1017.26 678.17 _ 1017.26 11017.26 1H2+HC 6 1/2 X 39 1 _ 516.41 _ 1032.83 516.41 929.54 51 6,4 1 1032.83 __ _ 515.41 _ 1 032.83 1 032.B3 1 4 549 2 T032.83_ __ 1 549.24 711549.24 iH3+HC 6 1/2 X 51 5/8 407.78 815.57 407.78 734.01 407.78 815.57 407,78 8i5.57 815.57 1223.36 1815.57 1223.36 1223.36 iH4+HC 6 1/2 X 63 7/8 335.12 670.25 335.12 603.22 335.12 1670.25 335.12 670.25 670.25 _ 1005.38 .. -_ 670.25 _ 1005.38 1005.36 1H45+HC 6 1 2 X 69 IZ2 309.78 619.56 309.78 557.60 309.78 284.00 619.56 309.78 619.56 619.56 929.34 I619.56 929.34 852.01- 929.34 1H5+HC 6 1/2 X 76 1/4 284.00 568.01 284.00 511.21 S68.Ot 284.00 568.01 568.01 852.01 i 568.01 852.01 1H6+HC 6 1/2 X 82 114 255.64 _ 511.28 255.64 460.16 - 255.64 511.28 255.64 511.215 511.23 766.93 1511,28 766.93 766.93 1 H7+HC 6 1/2 X 97 1/4 225.60 451.21 225.60 406.09 225.60 451.21 225.60 45I.21 451.21 676.81 i 451.21 676.81 , 676.81 22+HC 37 X 44 1 /2 273.64 346.70 273.64 478.99 27_3.64 521.39 273.64 547.29 547.29 820.94 . 547.29- 820.94 820.94 23+HC 37 X 56 7/8 253.51 - 321.20 _ 253.51 443,75 253.51 483.03 253.51 507.02 507.02 760.54 5D7.02 760.54 760.54 24+HC 37 X 69 1 /8 , 212.98 269.85 212.98 372.81 212.98 4_05.81 212.98 425,97 425.97 635.95 ; 425.97 638.95 638.95-_ ___ _ 595.25 .- _- 245+HC 37 X 74 3/a 198.41 ~~ 251.39 198.41 347.31 -__.._ 198.41 .-_-_ . 378.05 198.41 396.83 396.83 _ 595.25� _ 39� 6.83 595.25 25+HC 37 X 81 1/2 183.37 232.32 183.37 320.97 -- - - 291.49 183.37 ---- 349.38 183.37 366.74 366.74 333.06 550.11 499.59 445.09 366.74 '333.06 55T1 550.11 --- - 499.59 26+HC 37 X 90 1/2 1166.53 210.99 ----- 166.53 166.53 1317.30 166.53 333.06 - 499.59 27+HC 37 X 102 1/2 t48.36 187.97 t48.36 259.69 1122.05- 148.36 282.68 148.36 296.72 296.72 296.72 _ 445.09 - 445.09 32+HC 53 1/5 X 51 9/16 88.14 88.34 122.05 108.11 132.85 117.68 132.85 148.14 189.45 296.28 444.42 296.28 444.4_2__ 1444.42 33+HC 53 i/8 x 63 15/16 78.25 178.25 108.11 117.68 131.02 - 167.82 262.04 393.06 262.04 393.06 393.06 - 34+HC 53 1/8 X 76 3/16 74,77 �174,77 103.30 103.30 112.44 112.44 125.12 160.35 250.25 375.37 250.25 375,37 375.37 345+HC 53 1/B X 81 13/16 72.20 - 72.20 99.75 99.75 108.58 108.58 120.77 154.83 241.55 362.32 241.55 362.32 362.32 35+HC 53 1/8 X 88 9/1 61 67.38 67.38 93.08 93.08 101.33 101.33 112.62 144.49 225.25 337.88 225.25 337.88 337.88 36+HC 1/8 X 97 9/16 61.87 61.87 85.48 85.48 193.04 93.04 103.33 132,68 206.67 310.00 206.67 310.00 310.00 153 __ 37+HC S3 t/B X t09 9/16 55.79 55.79 77.07 77.07 83.90 83.90 93.09 1i9.64 186.18 279.28 186.18 279.28 779.28 NOTES: _ -_ _._.- .--_-______. A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS :NTO MASONRY REQUIRED EXTRUDERSINTERNATio AL, INC. EACH AT END USING 1 1/4- EMBEDMENT-FLORIDA 2640 JEWETT LANE 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFOFLO A �'- THIS ULTIMATE LOAD IS BASED QN 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE - ,--- ---- - R OPENFNC'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: LIES 1 G N PRESSURE C A PAC I T 1 E S FLANGE C) THE MULLED WINDOW ASSEMBLY'RATING 15 OVERALL DESIGN PRESSURE RATI15 THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E1300 GLASS LOAD RESISTANCE OR HDR I Z❑NTAL MULLI ONS -- SER, 1000 & 1500 THE LOAD RATING OF THE MULLION PER THUS DRAWING. WHEN CHOSING A MULLION, ' EXCEED THE WINDOW/CUSS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: JBH _T- APPROVED BY: WAB DESFGN PRESSURE To GOVERN. DATE:6/ 1 7/04 (SCALE: FULL DWG.: 1 HMFLG PG 2 SERIES 1000 & 1500 FIN CAPACITY CAPACITY TAPACITY CAPACITY CAPACITY WiNDOW WINDOW iX2Xt/8 1X2X1/8 1X2X3/8 i)(2X3/8 IX2 7/16x1/81X2 CALL TIP -TO -TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS SECT,A-A(l) SECT, A- T. A -A 2 SECT, A-4 2 SECT. A -A 3 VERTICAL DESIGN PRESSURE CAPACITIES IN PSF CAPACI FY 7/16XI/SIX2 TUBE MULL 4 ANCHORS SECT. A -A(& CA AC 7/I6X3/81X2 TUBE MULL 2 ANCHORS SECT, A- 4 7/16x3/8 TUBE MULL 4 ANCHORS SECT. A-A(4) C 1X4X1/8 TUBE MULL 4 ANCHORS SECT. A- 5 1X4X1/8 TUBEMULL IS ANCHORS SECT. A-A(5) iX4X3/8 ITiX84X3/8 TUBE MaU 4 AMC S I SECT. A-A(6) CAPACITY E MULL ANCH SECT, A-Aj5j I CAPAC 2X4X3/8 TUBE MULL ANCHORS SECT. A- 7 12 18 1/8 X 25 201.83 403.67 201.83 403.67 __ 201.83 403.67 201.83 403.67 403.67- 605.50 403.67 605.50 --t I605.50 -- 13 __ _^ _ 8 1 8-X 37 3/ 125.78 251.57 125.78 _ 251.57 125.78 251.57 125.78 251.57 251.57 377.36 251.57 377.36 1377.36 14 8 1/8 X 49 5/15 91.61 129.63 91.61 178.41 91.61 - 183.23 91.61 183.23 183.23 274.84 183.23 274,84 1274.84 1a5 18 1/8 X 55 1/4 81.45 92.98 81.45 127.97 81.45 136.55 81.45 162.91 162,91 244.36 162.91 244.36 244.36 15 t8 1 8 X 62 65.16 65.16 71.88 89.68 71,88 95,70 71.88 135.52 143,77 215.66 143.77 215.66 215.66 16 j 18 1/8 X 71 42.96 42.96 59.13 59.13 62.15 63.09 62,i5 _ 89.35 124.30 186.46 124.30 186.46 186.46 17 t8 1/8 X 83 126.63 26.63 _ 36.65 36.65 _ •39.11 39.11 52.64 55.38 105.29 128.92 105.29 157.94 157.94 iH2 25 i/2 X 25 157.66 315.32 157.66 315.32 157.66 315.32 157.66 315.32 315.32 472.98 315.32 472.98 472.98 1H3 25 1/2 X 37 3/8 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189,44, 189.44 284,17 189.44 284.17 284.17 iH4 25 1/2 X 49 5/8 67.89 96.07 67.89 - 132.22 - 67.89 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203,68 IH45 25 1/2 X 55 1/4t60.08 1 68.58 60.08 94.39 60.08 100.72 60.08 120.16 120.16 180.24 120.16 180.24 180.24 IHS 2S 1/2 X 62 II47.85 147.85 52.79 65.86 52.79 70.28 52.79 99.52 105.58 158.37 105.58 158.37 158.37 IH6 25 1/2 X 71 31.40 31.40 43.22 43.22 145.43 46.12 45.43 65.32 90.87 136.31 90.87 136.31 136.31 1H7 25 t/2 X 83 19.38 --_ 19.3E __. _._ 26.67 26.67 _-.-. 28.46 - 28.46 _ 38.32 40.31 76.64 93.84 76,64 114.96 __. 114.96 22 36 X 25 130 260 130 ._.- 260 130 _ 260 130- 260 260 390 260 390 390 _ 23 6 X 37 3/e 73.30 146.60 73.30 146.60 - -- 73.30 - 146.60 73.30 146.60 146.60 Z 19.9 t-�14-6�60 ^___t1o2.40 219.91 219.91 24 6 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 1_5_3.60 153.60 153.60 245 6 X 55 1/4 _ 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 ;89.94 13_4.91 134.91-- 25 36 X 62 35.57 35.57 39.24 39.24 33.54 52.24 _ .39.24_ 73.98 78.49 117.73 78.49 117,73 117.73 26 36 X 71 23.19 23.19 31.91 _48.96 31.91 34.05 33.54 48.22 67.09 1GO." 67.09 100,64 100.64 27 36 X 83 14.21 114.21 19.56 19.56 20.88 20.88 29,56 --- 29.56 --.._. _.. -- - - 56.21 ---- .. _.. 68.83 56.21 84.32 _ . - 84.32 --__ ____- _ 32 I 52 1/8 X 25 114.92 229,84 114.92 229.84 114.92 229.84 _ 114.92 229.84 229.84 344.77 229.84 _344.77 344.77 33 52 1/8 X 37 3/8 59.01 118.02 59.01 118.02 _ 59.01 118.02 59.01 118.02 118.02 177.03 118.02- 177.03 177.03 34 52 1/8 X 49 5/ 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.5t_- 78.51 _ _ 117.76 - 78.51 117.76_ 117.76 _ 345 52 1/8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34,02 68.05_ 68.05 102.07 68.05 102.07 102.07 35 52 1/8 X 62 26.59 26.59 -! 29.33 36.60 29.33 39.05 29.33 55.30 58.67 88.00 T 58.67 88.00 88.00 36 52 1/8 X 7l i7.13 17.13 i 23.57 123.57 24.78 25.15 124.78 J.35.62 49.56 74,34 49,56 74.34 74.34 - _ - - 37 52 1/8 X 83 10.38 _ _ 10.38 14.29 - 14.29 15.25 15.25 - 20.53 21.59 41.06 50.27 41.06 61.59 - 61.59 NOTES: _._ _ ._ - _- A) NUMBER OF MLCHOR$ NOTED ARE FOR r8 WOOD SCREWS iNTO WOOD FRAMING INTERNATIONAL, INC REWIRED AT EACH END USING 1 1/8- EMBEDMENT. FLORIDA EXTRUDERS 2540 JEWETT LANE B) PRESSURES GIVEN N PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD, F ORI A THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4A.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES F I N 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 DR VERTICAL MULL I ONS - SER. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING, WHEN CHOSNG A MULLION, DRAWN BY: JBH APPROVED BY: WAB FXCFFn THE WINDOW/GLASS1 DF1;IG PRFSCLIRF T„FRFRY CAUSING THE M/INLX)W/GLASS DESIGN PRESSURE To GOVERN, DATE:6/ 1 7/()4 SCALE: FULL IDIll 1 VMF i N PG ? 1000 P.W./DESIGNER SILL (TYP.) N8 x 3/4 SELF TAPPING SMS I % 2 x l/B TUBE MULLION �f � SEALANT BETWEEN WINDOW FLANGES- b MULLION SEALANT BETWEEN' IF �NB X 3/4 SELF WINDOW FLANF.,F_S N MULLION \- 1000 S.H. TAPPING SMS HAD (TYP.) SEALANT BET WEE& WINDOW FLANGES SECTION A -A (1) 4 MULLION r1G00 P.W./DESIGNER SILL (TYP.) NB X 3/4 SELH TAPPING SMS %1 X 2 7/16 X 1/8 / TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- 9 MULLION 1000 P.W./DESIGNER SILL (TYP.) / TAPPING SMS 1 X 2 X 3/B /- / TUBE MULLION ,-a6 x 3/a $ELF \-- 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) Fl1000 P.V./DESIGNER SILL (TYP.) b8 X 3/4 SLLF TAPPING SMS,_ t x 2 7l16 % 3/8 / TUBE MIA LION ` SEALANT BETWEEN WINDOW FLANGE b HULLICN U\ \ II\_ \-48 X13 4SYSLF - 1000 S.H. TAPPiNG4SMSLF I000 S.N. HEAD (TYP.) HEAD <TYP,', SEALANT BETWEEN SECTION A -A (3) { T! N A-.n (1) WINDOW FLANGES ' b MULLION jjj���1001 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES -T 1000 P.W./DESIGNER SILL (TYP.) \ I `\ /////'''--'''""" aB x 3/4 SELF b MULLION ITAPP(NG SMS ` /- l X 4 X 1/8 I (-`-lFtl� TUBE MULLION ae X 3/4 SELF _ TAPPING SMS NFU 1 X 4 X 3!8 I F-ZfB� / TUBE MULLION \ �- N8 X 3/4 SELF \-- 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) N8 x 3/4 1000 SJN. SEL�- TAPPING SMS HEAD (TYP.) SECTION A -A (6i TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1" X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS ONE BY WOOD - BY OTHERS 1�-'I DETAIL 6 INSTALLATION ANCHOR 3%16' DIA. I TAPPER SCREW ANCHOR (TYP) -EXTERNAL MLILLION INSTALLATION CLIP MULLION 1000 P.W./DESIGNLR SILL (TYP.) 71 a8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 / TUBE MULLION Q �------j ] � I I I/4' MIN, EMBEDMENT j 1 DEigtL B / Or- - A'\ f �� \ I _-�-... �\- NO X 3/4 SELF L._, A \ TAPPING SMS I -1000 S.H. SECTION A -A (7) HEAD (TYP) j j/� L I / 4 - Wayne A. Block, P.E. 1 rLEVATION 548 B Hwy 27 VIEWED FROM EXTERIOR Clermont, FL 34711 i FL License Na. 52583 FLORIDA EXTRUDERS INTERNATIONAL, JEWETT LANE SANFORD, FLORIDA �< TITLE: SER. 1000/ 1500 FLANGE SHEET I ❑F 2 �� .. r,,, I` < 1, I- . H❑RIZ❑NTAL MULLI❑N SECTIONS SEE OTHER SIDE (SHEET 2 ❑F 2) F❑R °- 2'e3 DESIGN PRESSURE CAPAC I T I E S U S�>t� _ DRAWN BY:MSH APPROVED BY: WAB :,.IN., " DATE:6/1 //04 SCALE: NTS DWG.: IHMF!-G SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WiNDOW TIP -TO -TIP SIZE CAPACITY iX2Xi/8 TUBE MULL 2 ANCHORS SECT. A -A t CAPACITY iX2X1/8 TUBE MULL 4 ANCHORS SECT. A -A i CAPACITY 1XZX3/8 TUBE MULL 2 ANCHORS SECT. A-A(2) CAPACITY 1XZX3/8 TUBE MULL A ANCHORS T. A- 2 CA ACI Y Tx2 7/16xI/8IX2 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 7/16XI/8)X2 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPA 1 7/16X3/8tX2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL a ANCHORS SECT. A- '4 CAPACITY 1X4X1/8 TUBE MULL 4 A ANCHORS SECT. A-A(5) CAPACITY---CAPACITYAPAC1 1X4X1/8 TUBE MULL 6 ANCH RS O I SECT, A -A 5) 1X4X3/8 TUBE MULL a ANCHORS 0 SECT. A -A 6 Y 1X4X3/8 TUBE MULL 6 ANCHORS C ORS SECT. A -A 6 CA -PA I 2X4X3/8 TUBE MULL b ANCHOR$ SECT. A -A 7 12 19 1/8 X 26 336,52 732.42 336.52 692.83 336.52 732.42 336.52 732.42 791.81 1187.72 791.81 1187.72 1187.72 13 19 1/8 X 38 3/ 209.72 317.66 209.72 429.55 209.72 4 _ 56.-- _ 7 209. 2 456.46 493.47 J- 740. 0 2 4 3.47 9 7 40.20_ 740.20 14 9 1/8 X 50 5 131.23 131.23 152.75 177.46 152.75 193.92 152.75 271.83 359.41 539.12 359.41 539.12 539.12 145 19 1/8 X 56 i/ 94.13 94.13 127.29 127.29 13 5.81 1 39 09 135. 1 8 194.97 319.55 460.17 319 55 479.33 479.33 15 19 1/8 X 63 65.97 65.97 89.21 89.21 97.48 97.48 119.85 136.64 282.02 - _ 423.0,' 282.02 423.03 423.03 16 19 1/8 X 72 43.49 43,49 58.81 58.81 64.27 64.27 90.09 90.09 212.62 212.62 296.98 296.98 1365.75 17 19 1/8 X 84 26.96 26.96 36.45 36.45 39.83 39.83 55,84 55.84 131.79 131.79 1 184.08 184.08 294.03 1H2 X 26 1/2 26 262.87 7 -_ 5 2.13 262.87 41 5 .20 6 8 2 2. 7 572.13 262.87 572.13 61 .52 8 92 7.78 1 fi 8.52 927.78 927.78 iH3 26 1/2 X 38 3/8 157.93 239.21 157.93 323.48 157.93 343.74 157.93 343.74 371.61 557.41 371.61 557.41 557.41 1H4 26 1 2 X 50 S/ 97.25 97.25 113.20 131.51 113.20 143,71 113,20 201.45 266.35 - 399.53 266.35 399.53 399.53 11145 6 1/2 X 56 114, 69.43 69.43 93.89 93.89 100.17 102.59 100.17 143.81 235.70 - 339.42 - __ 235.70 353.55 353.55 1H5 26 1/2 X 63 48.44 48.44 65.51 65.51 71.58 71.58` 58.01 100.34 207.10 236.83 207.10 310,65 310.65 1H6� 26 1/2 X 72 31.79 31.79 42.99 42.99 46.98 46.98 65.86 65.86 155.44 155.44 217.11 217.11 267.38 1H7 26 1/2 X 84 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.99 133.99 __ 214.02 22 37 X 26 216.75 471.75 216.75 471.75 216.75 471.75 216.75 1471.75 510 765 510 765 765 23 37 X 38 3/8 122.22 185.12 122.22 250.32 122.22 1266.00 122.22 ` 266.00 287.57 431.36 287.57 431.36 _ - _ 431,36 24 37 X 50 5/8 73.34 73.34 85.36 99.17 85.36 108.37 85.36 151.91 200.86 301.29 200.86 301.29 301.29 245 37 X 56 1/4 51.97 51,97 70.28 70.28 74.98-- 76.79 74.98 107.65 176.43 254,07 1176.43 264.64 1264.64 25 S7 X 63 36.01 36.01 48.70 48.70 53.21 65.43 4$.62 ! 74.59 153.96 176.06 115 3.96 j 230.94 230.94 26 37 X 72 23.47 23.47 31.74�- 31.74 [53.21 a_69 34.69 a8.62 - 11a.76 i 14.76-_131.61 -1160.30 197.41 14.39 14.39 _ 19.46 19.46 1.26 21.26 29.81 129.81 70.36 70.36 98.27 98.27 156.97 32 53 1/8 X 26 191.61 417.04 191.61 394.49 191.61I 417.04 191.61 417.04 450.85 676.28 .450.85 676.28_ 676.28 33 3 1/8 X 38 3/ 98.38 149.02 98.38 201.51 98.38 214.t4 98.38 214.14 231.50 347.25 1231.50 347.25 _ 347.2'5 34 345 53 1/8 X 50 5/8 3 1/8 X 56 1/ 56.23 39.32 56.23 39.32 - 65.45 76� 04 - - 65.45 83.09 _ 65.45 116.47 _ 154.00 231.01 1154.00 I23t.01 231.01 53.17 53.17 _ 56.73 58.10 56.73 81.44 133.48 192.22 1133.48 200.23 200.23 35 53 1/8 X 63 26.92 126.92 36.40 36.40 39.78 39.78 48.91 55.76 115.08 131.60 115.08 172.63 172.63 36 53 1/8 X 72 17.34 17.34 23.45 23.45 25.62 25.62 135.92 35.92 84.77 84.77 97.21 1.18.41 145.82 37 1 53 1/8 X 84 - 110.51 - 10.51 14,21 14.21-- 15.53 115.53 _ _ 21.77 2t.77 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED AT EACH END USING I I/4" EMBEDMENT. B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE T14S ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. 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 WINDOWS LABEL RATING. ASTM E1300 GLASS LOAD RESISTANCE OR THE LOAD RATNC OF THE MULLION PER THIS (DRAWING. WHEN CHOSIVG A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. 151.39 151.39 71.78 d71,78 120.81 INTERNATIONAL, INC' FLORIDA EXTRUDERS 2540 JEWETT LANE S FORD F[ LO RMA TITI E: DESIGN PRESSURE CAPACITIES FLANGE VERTICAL MULLION S - SER. 1 000 & 1 5 OO - DRAWN BY: JBH APPROVED BY: WAB DATI!:6/ 1 7/04 scgLg FII LL- DWG�I VMFI r_, � P[ P DANSCO DIE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 0 O 0! In 0 V) E ri � P,v Q m M v z0- M N = (n z� 900 E Z ITWJ. Z J o 1,Q F- L.L. U LLJ O-' Q W Q- WO (/) W CL Q ca CL 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 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 1.3- 10, U V Z F-1 Q H D m O N 1 ,,N^^ L J O .M-4 L0 ew•i ---- --. I L_ I! �1i.1 it _ +'a-++'IE'nwnam.ww. _� ! s a•��wawllvl cent. 1, .In ( INK ■1 ..w�n��a_,wi� ,I I I.IIp �1 'I�� IHI III'I'll"II'I 1111"I I' TI "I Ifl II 11 _ I 11 1 I 1 IIIIIIIR 1 I D tt 1 V a+•,� 1 1 r �,1"li I T 1 F 9 • D, D• D •/ J D• C tniawtaat W70•iaY�.j ONV.No mmwAa SECTION 8-a 1aN. PJ4w:OHlaNir � • w000 4 e1�A4�N1o�islam _. NmEa• C P y ,.._ .,INw. Fi1B W 11EN1 4 . 1.1_x„ aQ.. 'MIL uemHuan WTNTO HEIGHT ANCHORS ! `- IY MAX -4 - EYE NLY SPACED-•-----� 14-•--••^- ViN00V VI11TN-^ I EXTERIOR ELEVATION d' MAIL HEAD - .,y'4' MAX 1 V �S-MAX HaC N• MAx-r MAX j JAMBEl'E(NLLY WAANCHIDE9 F•14AX� i; Bill- 16'14Ax f r MAX k •^-••^••- WiNWW WIDTH �•'••---•-•••--t EXTERIOR ELEVATION A 2p04 WAS 2001 !! Nw. tRN15aNENr 3,2,SL--i cowm OAMwrY�'OIN.W'�'1� w V,IRtH6 a I apADE Hop fahAm J a D - rmaYaN.auc �..1 a d ,� eE mcn,ew� 14A1L «M `\ i SECTION A -A *AM \ RIwHgMFNa+ /IDT6& (1) THIS PRODUCT M OE010tlD TO C(MNMY WITH THE 7064FI.E1R61A BHwDaIG OOOE. la W 1,T7WVAND VENT ALATERK1, &HPLLL 86 sawT3 AtJJMI•UM (3)SN MA9 REt1C AT 6ACH IiET OF as TM AN(3DR6 u&NO LOAD BiARI'F66HgMS MAX AUAW(MI.E 6HIM ETAOK TO EE Or. UK SWM WM6PF OWA ""TER T HAR VW 18 P eNW. Ofi JX INTQ QO OQREE MASONRY FOR OR I X VIAL 00 BUCK. (5) LENGTH TO AD@VE a La►1 EMEEOwIEM' (5) MAX. ALLOWAKI °PACING OF 11PCIA CdJCF M SCREWS, WrIHIN S FROM EAIU1 CORNER Iz' AC1108a HEAD A BB.t, AND 12• ALOW A► K �6ECAULK BEHINDAIANTT FTaNGi FMWITH LATEX GAULK �n� A1GtTMN OF LATEX C.YAK M?5T COMPLY VAT" (7� ANJIPPROVED NE3MRA,IE OR MATFRWL SHtll BE PLACED BHTVr4M ALL D"&RM METALS TO COARROI. GALVANIC OORROaOk. GLAD TED0tA50 AL80 VO1A 1� NUITM E•t3000W8DIARTREAUMS7dRNIt'6. NII6LR SLA2RD SHOWN, BelCa01ER6 AHD All ANICF10R8 TOES SEALED VJII}I SMALL JONTBEAH NSEr.M9. r44,rlr+eACANaK DACESHIA (ill)AL1.V44TALLATIONAHICMORa�USTBEMAOEOFACgtROBpNPt�ISTANFiNTF3HLU.ORCOATING, exlwoa Nee:N I °'- eY OT1sR0 ram-' • ., D a, 1 SUNCOAST DESIGNERS. INC. 9626 DENTON AVE. 4 � a • D" 4` �i2m2 wwmHwNr _ HUDSON, FL 34W7 D . Q ^^tSERIES1300BAlt1MIMAI It3NEAWNDOW ° D cKtieYmaaNvroOo A i I AAM INSTALLATION INSTRUCTIONS FOR MASONRY c`'cPceoA° Liu-slwr-....i °ales m �/��jj I WiTH i SYYVDOD SUCK 1 14.p,. 'J , , . - / MARK/kNAmi AAA,9 Ta 027AT5 evoiruft CIVIL SECTION B-B /4l2J/9' A 2004�"�"" W�82m± 7vJa05 W. S5Et1 'w' a 2OFa SECTION A -A -0 onom , COMPLY WITH THE 20D4 A49M A BURDWO CODE RML00061•T6 AH.WWMIM. F INSTALLATION ANCHORS USING LOAD BRA}plKi $WAS MAX 0 Ve20.#ASW.RIWACSOREAT9t THMf,(14'M""MaI. OHM MUST BE OF KWFKMW LBKiTHT'O ACHIEVE A WIN F.MBEOMW �. OMRY FOR I X WOOD SVCIL tN" DA CONCRETE SCREM. WITHIN W FROM EA04 CODER, 7Jr A A AAMM TERM CAULK . APPLICATION OF LATEX CAULK MUST COMELY Von? MA L "U. BE PLACED WrVW IN ALL D48*ltAR METALS TO Ij LISXO IN ANCHOR CHART , I THE NEXT 90 LMM W IMM FOR I I WtA$TU 6.1300 OLASS CHART �.. SINGLEOLAZEO SHCNM, 1 D. ANCHORS TO Of SEALED WIN SMML JOINT SEAM SMANT. OUST aE MADE OF A CORROSION RESISTANT AM1711I OR COATING SUNCOAST DESIGNERS, INC. 9625 DENTON AVE. HUDSON, FIL 34667 T�SUMEI 13008 ALLM MU PICTURE WINDOW �!� V WI 1 SY'VOLATIM NiSTRUCTiDNB FOR MASONRY WI 4 SYWDODBuc+c UNAKA OWN „" MAS Te 17/1A)1 ONCWLM CaAL N.T.S. Sol-= rY-imi cars atm L]Mna SS611 f 9 CF t2 NOTES: (1)1HIS PRODUCT S OfE410NE0 70 COMPLY W 111 na 2004 FLORIDA PVILMM CODE. $EGTIQN8160p nmAND 2103. �p EC ON IS I OF?WRDf4D SU DElatgW EMN3PRMNV NA3L1E•7EOMFD M dECTtON 1805.tA Of Toff FI.ORIDJI BUtDSKH OODE. VAIEN IJ8E6 N WSi08DRNE OEBR{S R94DOW (3) WSiDM M&TERiAL: W$3.76 AUMNM ((tl tiNMA3 REQO AT EACH 6ET OF N,6TAlJATpN ANCHORS USING LIMO eF1ARa4G SMm1S. IAA)L ALLOVWiBLt BNIM STACK TO 0E 1M'. Li6E BHIAM V44ERE ffi+ACE GREA777t ThAN 1f,fF' 16 PRESENT. (S1 VP DIA CONCRETE SCREW AWC,K i8 MUST UEOF SUM I ENT LENGTlt TOACKINE A MIN ENBEOLWNT OF! IW WO CONCRETE OR MASONRY FOR I X WOOD SUCK OR A MIN. EMBEDMFM OF t 4fY INTO ItOM WOOD FOR 2 X BUCK OR WOOD FRAMED OPENINI (GREATER 7)LApI t SV TM lq (M ALL FJHCiOFFYAPPUED HOLES MFRAME ME111ET:6 NOT fDPi1f7NAT£0 FOR CONCRETE 4OREWANGH MSHOULD BE FTLeD VMTN 48 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE AMN. RM°°CMINT OF $W INTO WOOD SUCK C!1 l)8E LATEX CAULK OR MWALENT PM PER°4 M SEAL ARMIND EXTESt" OF (0(0�100F•TALlATi01i 6e10AV11 IN THESIS INSTRUCTla4616 AMI•TARLE FOR PVKW PRESSURES 7070 PSF DRr& PNTFJ38LwEb ARE POSITIVE AND NEP4TR E III GLASS 7NOGRIN MAY VARY PER AST•NI E-13D0 GLASS CHART REQUWAMWM SINGLE (a_A2EO 8HIDYAi, IN9tAwTm,ltAsa Atrro t'i1/AI.IFeO. 11D)JAMB! SILL CORNT3t,9 ANO ALL Ati0140R6 TO RR BMW YUTH SMALL JOINT SEMI (� (I1)ALL O Al1A710N ANCWfta MUST 06 MADE OF A CORROSION RESRTleAIT MATERIAL OR COATING. OT ALL COtlFISUI4A77O1A) L13TEO ONANCNOft CHI ARE BHOVM OR THIS ORAVMNO. HIUV1(iVER. 6HsrALLAT1oi4 sECTPCR AyL a Ie APPLY TO ALL COWOURAT*WN ANCNORSPACWC: SPACING FOR CONCRETE SCREW ANCHORS OR MOC SCREWS ON THE FOLLOWING SNOBS : -EYEMWW rAa-rRwioLE -FULL CIRCLE -TRAPEZOIO 4LALF CIRCLE LUARTER CIRG.E .OVAL J;eJ11RIER COW ARCH +iMi C34CLE ARCH +\4JF FAN A4F AS N'OI.LOIAS (((�1i MAX BPpI 8,A1T 1HCGL a Eq u O. (31 MAX SPACING ACROSS HEAD OR BILL f512'. (41 MAX BPACtND Af3NCB6 JAMS IS tr. 9625 DENTON AVE. HUDSON, FL 34667 TMI SERIES 1300E ALUM{NUM PICTURE WINDOW GENERAL NOTES FOR INSTALLATION DESIGNER SERIES s5a11 A ( IOF4 DESIGN LOADS AND ANCHOR REtZ1 NT3 30.!WINtA'<tiu S J . VIM -tLoo iGOAD sao 24.00 2 2 -a400 +MW 16.00 36.00 1 3 -40,00 +AS.00 1too 45:00 2 3 -30.00 +3S.00 1S.00 60.00 2 t -31.00 +31.00 18. 72.00 4 -II 24.00 1 24.00 24:00 2 2 -70.40 +79.40 24.00 $6.00 2 3 -43.00 +44.00 2<,00 45.00 2 3 -31.00 *31.00 lfcoo SEI 2 4 _23.30 +13.30 4 +16 30.00 24.1t0 2 2 -*.so +59.90 3040 36.00 2 3 -44.10 +44.10 30.00 ALOO 2 3 -31 AO +31.00 30.00 40.00 2 t -23,40 +23AO < +17.90 36.00 24,00 3 2 -40.00 +40.00 30.00 34.00 3 3 -40.00 +40.00 36A0 48.00 3 3 -27.S0 +27.50 36A0 W.00 3 4 -27.50 +2240 3s. 7 . s -1 +18.501 11 -40.00 4100 00 3 3 +40.00 42.00 30,00 3 4 -40.00 +40.00 I *2 00 46.00 3 S ; -25.00 +25.00 42.00 60.00 3 5 ' -20.60 +20.60 ALDO 72,00 3 ^( +t7.50 2 + 44.00 14.00 3 2 +40.00 b8.00 3 3 :40.00 -40,00 +4040 46,00 a8,00 3 3 -21:00 +21.90 41.00 ".Go 3 4 -IL30 +1t130 - +i SZW go 24.00 3 3 2 -44M +40.00 $4.00 46.E '3 3 -40M +40.00 64.00 4S.N 3 3 -14.tK1 +f9.60 54.00 61I 3 4 -Hat O +Is.7o -t o I 80.00 24.00 4 2 -2130 +23.30 MIND 36A0 • 3 -2L30 +n 50 60.00 40.00 4 3 _IIII +19.30 60A0 60,00 4 ! 4 -14,40 +14.40 60.00 +t i6. 4 - +3000 66,00 24.00 4 2 -24.30 +24.30 w.W 38.00 ♦ 3 -21.50 +21.so $4.04 44.00 4 3 -14.20 +10.20 $LOD 6o.00 4 4 -14.70 +14.70 66 7 4 a -t +12.30 3- _ +19,00 72.00 24A0 4 2 -22.50 +MSO 72.00 36A0 4 3 ^I9,30 +19.30 72M 4 3 -ta70 +1&70 72A0 60.00 60.00 4 • -tAfO +f3.90 7 MOD 4 4 -11 +11. 18A0 2449 2 2 -480,00 +40.90 18,00 3100 2 a -40.00 +8040 18,00 41.00 2 3 - 10.00 +00.00 60.000 Z -N50.00 +/0.00 tam 4 4. / +SOAO 24.00 24.Q0 2 2 -80.00 +00.00 24:00 36. 2 3 -80.00 +8D.H10 4 00 R 00 2 -75.0000 ++75:600 4 - + go .00 30A0 24AO 2 2 -60.00 +W.00 IN 2 a+#5+660 00 330.0000 4466.000 2 3 -66 30.60 00.00 2 4 -55.00 +43.00 7 a +45.00 .30 S6.00 0D 24,00 3 1 -80.00 +00.00 -80,00 3/ 69 4/ 00 3 3 -55 00 + Woo 36.00 80.00 3 4 -48:00 +4a00 3e. 72.00 s - s +34.40 +. 42:0o 24:00 3 3 -5aoo r60.00 42 00 24.0000 3 p -�0 +a+ 42.00 60.00 b +33.00 4 2 _SSDO 4RA0 1 40.00 24.00 3 2 -80-00 440.00 40.00 36,00 3 b -57.00 +57.00 41LOO 46,00 3 3 -49.00 +40.00 48.00 90-00 4 +41JO 3 -41.30 $4.00 u.00 a 2 -73.00 +TGA0 34.00 36.00 3 3 -30.00 *30.00 ' 54AC 46,00 a S -44.00 ►44.00 "GO woo 3 4 -31,00 i3600 .00 72.00 - 1 4 w0.00 Z♦.00 4 2 -70.00 +70.00 00.09 36A0 4 3 -45.00 +4LOO $0.00 48.120 4 3 -41.30 +41.30 50.00 60.00 4 4 -35.00 +36It .50 •SAD 4 -Floes,Do 0 se.00 u./D 24,00 t 2 -95.00 +6i0G 60.00 a 3 -43.00 +41.00 44.00 4 3 --37,00 +37.60 60Ao so.** 4 ♦ -35.00 +3/,00 .ep 4 -35.00 + «. f - + 7Loo Z4.pppp 14, 2 -f0.00 +ao.00 7z.00 36.00 3 •-i6.o0 +30.00 72.00 4a.00 4 3 , -35.00 +38.00 7 W 80.00 4 4 -56.00 +35.00 T 4 4 + De W LQ" AND ANCHOR flBg1ARSAEM NUYAEA OF AMCAiOR3 1. wHNatow wmnaw .ciaos AaDS] 78.0�0 24.0D 2 2 -176.00 +00AD 1sAo 36.00 2 3 -150:00 +80.00 1e.00 aaAo 2 3 -137.50 +tf0.00 18.00 e0.00 2 4 -130.00 +60M 7 ♦ -17 + t 2 - + 34,00 Z4A0 2 2 -130.00 +BO.00 24A0 36AO 2 3 -126A0 +so" 24,00 4440 2 b -it2.61 +80.00 24,00 SOM 2 4 -103.80 +80.00 • 7 A0 4 - + do MOO +ROAD so30 24AD 24AD 2 S 130A0 30AD 36.00 2 3 -110.00 +00= 30.00 •&W 2 3 -W.50 +OOL00 30.00 00.00 2 i 90.00 +M.� I 0 00 I -lolI 00 35.00 24.W 3 2 -125.00 +OOAO 34.00 3LOO 3 1 3640 46.00 3 -t7.00 48" 3SAO a0.00 3 4 -80.00 +BQoo 7 + 2 OIL 42.00 2440 S 3 -tiTAG +00.00 42.00 3300 3 4 I -22.86 +00.00 4,36 2m 60.00 3 5 :122.86 +12.64 42AD 72.00 3 - +00-50 1 46.00 24AD 3 2 -112i6 +40.00 441 30.00 3 3 -a7.30 +410A0 46A0 48.00 48AD $0.00 3 3 3 4 -70.31 -t7Ao +70.31 +07.50 4 7 00 t + S4A0 24,00 3 2 +60,00 3 ..^.gI0�6�•t0 84iso 4aAU � 3 - 2, +44.Y1 54.00 60.00 3 4 -43.25 +ti25 7 4 - +an BOAO 24A0 ♦ 2 -103i0 +•40.00 "A0 3a00 4 3 -W.00 4-M.00 w.o0 4eAo < s -07J70 N20 M.00 60A0 4 / -00.00 +00.00 44 50.00 24.00 4 2 -".to +"M stA o0 36M 4 3 -77.27 +Ia n es o0 46 00 4 s -A124 +44.sa "DO 66.00 4 4 -5727 +5727 aGAO 72.00 4 -♦7 2 -1114.01111 I -M20 +6440 MAO b6.00 ♦ i 3 -73.00 +76JKa 72A0 4a0O 4 1 3 -42.30 +62.50 72M 4 4 •-66,a0 +4i,w0 7 MN 4 D"MM 16MM J{IO A ICHM NI oLoo orsT NLANWR OF _ANCD6 � 1IL51Q1 i 111.00 2 .00 - 1SAO Sa00 2 3 :130AC +MOD 16.op t S.00 4a00 L0.00 2 2 3 ♦ -1s7J3o -130AD +am" +60.Ga 72, -1 + 2s.O0 36.00 2 3 -126A0 +00.00 U.00 48.00 2 3 -112.30 +solo 24.00 60.00 2 4 -TO&= +BOA* 30.00 30.00 2 3 -I Tom +SO.M 30.00 48.00 2 3 -67.SD +Boom 30.00 s0.00 2 • -00" *own 4 7 34.0�-0-0 D6.46 24.00 36.00 ] 3 2 3 -f -100.00 + 460M f ae.00 4400 3 3 -07.s6 +eo.6e 36.09 "' 3 4 -W.00 +60,M l 72.011, 3 . 67 +a 43- 24 38. S 3 � :so" 42.00 "00 UAO A0.00 3 4 -73.0 +T23t 42.00 00 4 400 36.00 3 3 -67J10 +I0.0N 44.0A 48.t10 3 3 -70.31 +70.31 4r00 �ry4�-3040- DO Me* $ • • -67MTIL22 +67.Y + 24.00 3 t -• 54Am i 44.00 3 3 �61 +Otwt 54.00 60.00 3 a -tits +63.i4 1 S4.00 moo • 60.01 i 34�00 4 3 -SMAO +8aM 00.W 140AD 4 3 -47-W +67.0 I w0A0 i moo 4 a :00,00 +6"0 N.OA i 36.00 4 3 -77 V +7L37 I 4tW 00.00 4 • -7727 X-v 7 a 4 4 7100 34.00 n. : LLOA00 i M 0 W M A -O 7 4 IWNDOW WIDTH w.mD-^� Ll{ 00B H EPOW 4,RD� LML4 I - 7�P��VA A004� '------ V NNW VADrrH WIN EKMT VWAVIOW WIDTH llbiDS1 "CITIES: (1) THB6 tNIOMM M AM ZM TO COMPLY WITH THE tow FLORRM IRRpNG CODE, SECT10N0 t806. t707 MO 2N06. W�PR�ODI� FtMAM I ES6UaDMM VM#KPRDrOCTMAG W41E31 1Om0 i� 6 rsNoow UA7B WAL : sots rJ Awwwuw aN1M AS itaQDAT EACH 0ET OP lNaTALlA1TON ANCHafO USING LOAD OEARND MM ALL,OVO" 84M STACK TO BE 1f4•. (ME lkwsw6 WHERE SPACE GREATER THAN IMF IH PREM04T (� tM• OLNL P.014lTRETE SCREW ANCHORS ki7ST BE OF SUFFICIENT LENGTH TO AOMVE A afmi. EMBEzlor OF 11A/" INTO CONCRWM OA MADOWW FM I X WOODHMM OftAMIN EMBEOMEM' OF 1 lir INTO SOLID WOOD FOR 2 X SUCK OR WDW FRAMFDOPEMWiS (OI4EATER TWW, 3,P T)t,00. Drn001R LATEX CAULK ORC•OMMMFORPEMMWMRGOAL AROUND EXTWWMOF (B) P ODUCT WNDOW WF IS MO'f USFFD iN ANCHOR C4WTT,178E THE NO(T,62E LAROM VA WNFORANDORCAWJ"M. MOLA=TFMa0MMAYVARYPERABTM&IWDG1AMC WRBQUNtDMWMMQILM Wol2&D ItMIItATEOOtAt8 AL800WALGi�. (101 JAYS I�R6 AND ALL ANCFlOR6 70 ES BFJIt8DVW7H SMALL JOINT SE/M1 (1+lALl IN°TALLA110N ANCHORS MUST OB fiADB OF A CORROSION RESISTANT MATVRKL COATmHO. `tM NOTNW. COlPK1l1RAT1pN5 UOTEO ON ANCHOR CHARTARE SHOMSi ON THIS ORAYYNQ ti0VeE11ER, LNBTALUT0IN SECflON A.A a S•BAPPLY TO ALL CONFIOURArAM. ft� THESE DEMM PRESSURES AND RWALLATK)N RISFRUCTIONS ALLOW THE UK OF tA' ANFIFAIID GLASS. $Wft ON COW#Jt#,TIVE ANALYSIS a ANCHOR GLOa.A7IOM (nl) TGBISUTLLATIDNO COINED FROM IWM LWr. TS°7' UK" S C7(A 17R3YK1 A6D A OdM��C•O�TEST�ED UW�1M18"0" W x�U� UQ'(� 01AB6. (p�� HIEOW7IVE DBN011 LOWD6 OLAM SAM ON CDMPARATM ANALYSIS (ph 6 GLASS CHARY F1iDM Ag1 M.rX4A=FLORID�A BVLZ R4000W. TEST WWRPREDODESIGN 6 LOADS BASED ON COiPARAnVB ANALYSIS (poll WAM W47M t51 THE QUANTITY OP AN CHOM ARE FOR EACH SIDE, NOT TOTAL QUINMITiTY. VAX 7PACM AT ME AD OR 8RL CORItER 1$6'. MAX. SPACING AT JAMB Comm IS a' MAX (RA1CM AMM WPO OR (all M 2T. M MAX SPACING ACROSS AV= M ZV. SUNCOAST DESIGNERS, INC. 9625 DENTON AVE. HUDSON, FL 34667 Imle BERMS 13008 ALUMINUM PICTURE NONDOW GENERAL NOTES FOR INSTALLATION INSTRUCTIONS (IlAr ANNEALED CLASS) / 1A4G11>®U MNSCA. SMITH • hiR6 � 12ItJ04 J7/�ci/S' DnClIaIS' C1{(a• N.T.I. �8D4pQi 200i 1220Db 56314 A 101 12 PIwPAI1rDeY BbELia1Rl6pwM.!wN0 itY KBH061000 m1., 6AM60TA,FL ]•awl /11e4N64:N NOTSO 2) TT66 TU:ng0T 1S OESgO TO COMPLY VMT14 THE 2004 FLOM" ILUamm CODE, ACC TO IN I.W. LOS OWn Wl•LME OP'ACR OWTOR CHOIRS MUST Be Of surriciew Lmmm TD ACFIIEVS A OfK:RETE t711 MASONRY FOR 1 X WOOD 1R101 OR A LBN WOOD FORII X BUCK OR WOOD f--KW D OPMOM N FRAME kNOMtw NOT VOIGNAWD FOR CONCRETE U®WRl4 ASSONOW OF SUFFICIENT LEN" TC V MTO WOOD SUCK ENTPORPNOOffr R SEALAROUND DCnLTJOROF LISTED M AHCH M O*RT, kJW T14E NERTXM L kMM 'BA AFTM &ISM OV4M CHART REOUNUMMM. MNBLE S ALSO OVALMOM AFNCIOIW TO 0E SSALFD VRM SMALL JOlt rr WAM KWT WL YAOB OF A CORROSION RESISTANT MATmft NOTES ON COiARATMt ANALYM S AW#M CALOtLAIMM CAL=ATON1 DMHIVED WHOM T� UaR. TWIT a�Wtr 4 CTLA 1aWA1.1 WI7tM UNT VM "W, 7T X?r, LMA FAY gn*ANNIAt.tM GLASS AHDA0OVkMCEDHEATEDMSTIMAII '.Wa3r,VOMSir (SlmflAMIDOLAe/, W Ift(iAT1VE DEOM LOP.M RAWO ON OOMPAWAMW ANALYSIS (PM a GLAW C"WT P110M ASTM 19-13M AND THE PLOP=%bU L061O CODE. (TEST LOADS Gk= ON OO6PARATVE ANALYSIS 4" t1MAX WATER W THE OIIANfftY OF ANCHORS ARE FOR EACH WIDE, NOT TOTAL Qkb"MTY I61 VAX W%CM AT HEAD OR ML COMM M ON. f(QSW7114AX 6PACM AT Amu COPOOR 14I' MAX. JPACnim ACRDaS HEROOR=$ RI aRX (PACING AICao*6 JAMBS a 2r. 9625 DENTON AVE. HUDSON, FL 34667 - SERIES 1;1O0g ALUMINUM PICTURE iMP�OW INSTRUCTIONS GENERAL NOTES FOR INSTALLATION ANNEALED LA {NSrRliCT10N3 (4/4" AWNEAL.ED C3LA9.� MARINE A. 1211101 IJILFloC' ° # CRN1l N.T.B. Ira ad.oDE AID. AW: AN. Lnrmft 11(J0106 tLOatt A 3OF 12 ((t�naH PRDD(IGr IB 0989OW to COMPLY VSTH THE 2004 FLORIDA Balat4000DE, SdCnON6 la0a AM2" Tt66 sectlost low 14tEOJ11E6 WwQB:)RNE DEPJtld E)RBRNN. PROTRCTIONt A6016CRI! RW 1/06.1 A O/ TTHE PLORK2IA MItMVO CODE. W41EN y*M M NMD6pm4B ES VNN00W MAT/RWt.: 60oi.76 ALtJMINIwA. (_ SIMtaM M.IO't7AT EACHSIROF OOTALUITTONAkcx*Mu me LOADBBARNm MIL MMMUM(MT OF 1 104' VITO CONCRETE OR MM OMW FOR 1 X WOOD DUCK (M A WK s4 emm OPi lip win SOLDVIp00FOR 2 X BUCK OR "Don FRAMRD OPWAK= (ORSATER THAN 1 3W THI IO (6) ALL FACTCwY APKM HOLES IN F MW L� NOT DWiGLLATED FOR CONCRETE OCREW ANCHORS SHMILD ES FILM WITH M SCINWM OF SUFFICIENT LBI47H TO ACIREIIE A WK EIGOtlEMI OF aw• INFO VLOW SOCK, fq UBE tATEX CAMP. OR SOUNALENT FOR POUMMM SEAL AROUND RX *FJM OF D@))IF"WT WRCOW SI 0� LWW IN ANCHOR CAI USE THE NEXT ffiM LA OR V(yAMXW ►oR ANCHOR OUAFVRTY. OaT I OLAY rHepoes WY YARY PER=0 Et300 SLABS CHART REMO EMWM oN a.S OLAEM 11HIOW(, FNSIaAT GIJAES/AtIO Ol=: (thy JU ! BIL COMM ANDN3. ANONORS TO SE OL4A" WITH MAU. JOMTSZW WINDOW (1nAUNSTALLAr1ON ANCHOM"LIST eE MADE OF CORROSION IMMUTANT MATERIAL f3RCOATa4Q (1M NOTALL COW4W^ AT10NS LWMD ON ANom CHART ARE BNONM ON TMS DRAWN& HDVWW R, OWALLATION SEUMN A.A 6 m.1 APPLY TO ALL CON:T KOATTONB. iIn (t A/ O DOWN PR AND INBTAUATWN ONTRUCTIOIM ALLOW THE USE OF ("MU ON CCWWRATNB ANALYSIS A ANCHOR CALOULAT(OIM: t'L)7UTCED(10TWw.9DR"Vl7rxlr. PROINA t M (�t,GL&=CTLA 13E6W-1 pA�NEGATIVE L(WDm RAAOMON TMANANALIHYBIB CUOSOL ANNEALED DOORRTT (F4R}OM AST. b13C0 AND "M PLORCIA SXLOM CODE , iE8'Troa L.OAMSAMONCOwP1ARATNEANALYOSJPW)&U#.XWATER N)?HE QLKN7M OFANOORO ARE Fat EACH OM NOT TOTAL OUANTTY. WX SPACNO AT IHallj) OR 61LLCOMCR its C. MAX SPACS40 AT JAaIS COM49R is S' IAAX SPACING AfJCia HEAD OR Sal N20'_ (a) MAX. SPACOO ACROSS JWW M 20'. 9625 DENTON AVE. HUDS,ON, FL 34667 w4kSEFUMi=ALMINUMFnCTUFMV*r4DM /���� / • GENERA,. NOTES FORTEMPERED QLINSTALLATION MISTRUCTIONS (7A' TEMPEREp GiLA$8) MAW^ „ 12JlX4 �, JZ` OaCRw1 CIVIL N.T.S. • BDF004 �/ •�� awl at0; LSrmA w0"= lam" 56311 A 7OF$ naA.tmo6TL�LearrNoi4rewlw aYaHNawN:000wit4.34as2 nis+t•asooM NOTIM (>) THNi PRODUCT li OGStOWD TO COMPLY YMTH THE 2004 FLORIDA 8MOMO GODF_ BBC710aM t001. 7707 AND s/00. (2) THIS PROOIK.T FM WRBS WOSORNE MOM EXTERNAL PROTECTION AS DESMOM w SECTION IMIA OF THE FLORIDA NtMOO GCOOR, VISION UMUS WINDBOMIS DE SIR aTE/104Ha. la)gMMAO WINDOW MATEPUV=ATL: 400-TCK8g6OF L4F1AL (4) SHMA MAXAUJDV T NAG W SITE WTO N 1ANa4 ANCHK)116 UNNIO LOA CZ ORING THAN . X PPtE$ hlLE 8HIM STACK TO tlS 1I4' USE BHM4/ VS1Bt1E SPACE 01REA7'RR T14NA141HLr IS PILEavrr. atat" 61 W' DN CONCRETE *CREW ANCORS MLWf BE OF SUFAFD®ir LENGTH TO/ACH OW A BmIEOaBIT OF t LAC INTO COMCPWM CR MASONRY MR 1 X WOM BUCK OR A MO. E ! Cb 9tf OF 1 Lin" aef0 SOLID WOOD FOR 2 X BVC(L OR. VW W FRAMED OPBN WW OWW ATER TWA 1 34r TH IM. fq ALL FAGTORI MPLgO HOLE* w FRA31E &NWAN B NOT 06RIONAT(O FOR CONCRETE SCREW ANCIOR*sHOULC *t FLLLED METH 40 *CREW* OF SUFFICIENT LENGTH TO ACKr4t A WN. EMNED149W OF W NROV40M DUCK (71 LZ LATEX CAy,K OR EOU AMM FOR PHOIEnR SEAL MOUND EXrOWR Or f6L If EXACT VWMOW *in IS -Or : WW W ANCHOR CHART. UM THE NEXT SLIDE WIDER Mb1OOW FOR ANOIOR QUAMTrY. M ti/1Amt TFOCIWmp MAY VARY PER ASTT4 E-13001YA6t CHIART RGQUIREM6NTS. 00aDL1 OlA2FD mHOYMi, W6ANAT1aD SLA89 ALSO WAALIIaEo. (IM 4Mn f ML CONiMBANDA LANGMM TO EE SSALED WITH SATAL.L JOINT SEAM �1tT��) ANLCLf7) ALL MmMLLATION ANCHORS LOAT BE MOM OF A COmtCOON OtOWANY MATNNAL DtiAYmq, IpVYEYUe M6TT AL(AT ON�SBC710NA•A a B•9�APP YTOAALL CHOWNOWN3UFIATNINa (t� THESE ORSgN PRtim LMMAND MTALLATIOH MBTAUCIIawe ALLOW THE UBE OF 11 AMPOEALEDGLA*6. NOTES ON COMPARATNE ANALYSIS A ANCHOR OALCULATK*M (1) C-ACIAATIOW OEFWW F1IDN TESTED LWT. TEST f4WQ T4C'TLA 1323W1 W TMTIWUWTVW%8-0-.7rx72-. WND/KMNANNFARR IOAenO MSiFJY.EO OLA*S. AHDADOVAOM 0IM tWrV"4,rr.3e.UMWGi ' M Hui" Ala COMM LOAD. WMON OMWARATIM ANALY*M ONO A GLASS CHART FROM ASTY P-tSaa AND FL09M% IRILOM CODE. N)1'01TnN! DEBION LOAD* B%&MON COLIPAMTW ANALY" CPO &WXA WATER itmrw� OP �� ARE FOR BACH S M"O'r TOTAL QUAINT7Y. (D6" SPACNGATHEADORS&L CORNERM*. M VAX . SPOC l/ AT JAMS COMOR M r Im) YAK SPOrAM AMC" HEAD OR Sa.L M 2 W. (M LEAK W0480 AORO" JAY°* MID', SUNCOAST DESIGNERS, INC. 9625 DENTON AVE, HUDSON, FL 34667 13008 ALUMINILM PICTURE WNDOW GENERAL p� NOTES FOR INSTALLATION R1141TEMPS 1 T1t7NS (31'1S", OR 1/4• TEMPERED J N4ARKA aamTN Hm A - T6:.-iylpi - AY CNL N.T.SL -- 3nos YrAs towo• ,zrzaoa A.a. n silo t . LLRTw1: - B 13P 12 RtlaAAlat aYalOB(JN(wlsmNb 3171.nNaaegOat 011, At 7Me3• MHa1J•6•p04 SUNCOAST DESIGNERS, INC. VERTICAL MULLION DESIGN LOAD CAPACITIES FOR EXTAtUM ALUMINUM TUBE MUId.M 125 war) W1IHatE USED rg SIZE tNl'IL� LL 1 E 2" D W APPIIOXlMA TYPE MI! ION EEP x lA" ALLB awrwzvm Twfb A1.wiLumi lm wnrrhrm Q W urDT. Tani wrtym .xn MV1,11• 117 A er YMnww nm Tun euAat r � � W am � NU a�i l�. x'' WE�� aaGrP.:.� �� TV'x �t..��Ia.F.:.:1.1�I�`.?r�11�:��«.:��1�:•:G.-1�'y.�� 1�a+:3 1.1T1 atz- >• Er_ <IIrr 71I IEEE x->F IE" � �m soAM ;, [ �7■ M OM IaE�;�TT1[u-Y��I m���a��•L�Yy���4m11HaMam11c�1rr.Tr7I.�ANw� w.I�aN�;-rym aaa••ww�m OLill-M L ' EL -a wl. al mum mmram f1IE1�Nm�����amIww il..'w M 11I11N1�1����44IIL111aa aILaM aa�I�L111I1a riL. a ��_-��Ha�� Nw.:Am MEtti��M uwfkLam ��1ci,��.M 1�.:.:Jm ��i� �i�ME E. �..� r:)• iL.� 1>E:x Rid! �;. �>• �aE �=1E � eK4:w � � NK:1M� aia,1.i aIAM � � ®nJC= mmzm ® EKRMM M rlie.�a ® � 11 �� � IE''_r=�=� � �M�. �E� S"J�IELT'S O®E..� St6s Sim SisI1 � �.� E �::I• E3M OU-SM iEIL'Irllll SEEM E�:= S1rai mum s 1a.., off- 1T � NKIL' � NOTE$: I- Thu tdwt a fprs ONLY >e SnrHasBst Detl�ays, Imc'sahwnfems tmba etaolraa wba a W bdois awe xbmbam wkdows. L Read whmkw wi tb &ad bitgit be IMOiIFM &WWowFuldandom MXmxiootdotamtaradnkwbdmwbush.NOTtbeovwrAwimbw.1 'btwM 4. Cbmit k act Imbed to are wbsdew ales Y a sigie opomW& chip had swpotMn V* N aq m mAber df widow •wits of sh m lilted an doll, hT a sink epenil* L DWV Fersue npddo Sled M tbk chart on bL M. MULLM MTALLATWN �M 1. ABacb mi as to "bento Oft SMMW Dulgmas, bM's WIRM MK*W dip at aid •Nato of ENEW L Weed aRmW epoubW Amber to snbena wbg 012 wood screw° cat suMdmi kngt► to seiieva a mists m tobWs t at 1112". (Soo H:bmfl an omead AW r•r gwmd r of macho° per Mahn elf} 3. Mtaalry 6fwmblgt; A4tdewr to wletna sriRr 1N" ilia Ti1pe6W of 11t116eiaHot bsglb b altiktre m eMsdsmr aabcdsemt of 1 V4". (Ste chart oat satead wbBet Wr gNwtlry of SatllAea pr s4lRea ei fy 4. Aoub window Dow a mark. aft 0 mff uppbg dna uffW wren dulmo RNImaI Own pro4dw ted buWBtaa beta. 11 i I li I t I Il I 1 1 t1 �� t i mall I B `.` ...... - ' Mali A. Smith = FL Reg, NO. 53511 PnpTed 13 IiXCiS , DIL ENGiIYYEERRINC 373r IMPf:SVfOOD DdC SARASOTA. FL. 30W 1 of 1 f - 1X2111 6 TMbe Mllta•V SUNCO"T Di1 WNERS, INC. QUANTITY OF IVAnT.NER$ MR VERTICAL Mtf1.1.ION DIRIGN LOAD CAPACITIES (hmat kw or sisals r. !Sr -.N .2a.4 erle4Aa..i.. and Artie n•.eA.,.i 11e.a• .1... I aT 2- T IQ RSA �� S� SS SI♦ SI♦ �1♦ 1111♦ ©�-� `i�'-•�� �".-:�I� S.i::�©���SI•SS©SSSI•iJ•S� 'E3 71111ovOSSVSSS�O11 ;r�.��ISSS�IlSru11�� ©S�SS��SSo r1,111 �:� ISSr Slay SISI ISSN Sri1 r111� o� Sr11111IS1.■.�. SIB■ l�r�:�111 SISISIIS�ISoI ©�SSSSo S�So' m0000�0ovdSSv'. �rs.:>•�Il�o�o©�l■a■�a�u�■nr�llll�■or��urla� il��■�, N07'E: (1) TIld+ F� k designed to campy with 1b12004 Florldm Sliding Code. (2) Mmlba and onebw strap =t"kl M M 4061-TI Alandamm. (3) AU Wtaledm AOFIIM3 MUST be made of a wrodea mimut maaral or eAnt(•g. Pttpalsd by EXCiIL1.ENT li2MG Wi&EWNG 373r XNGWOOD DA. $ARA8oTA, FL 34232 Mark A. Smith _ - FL NeS No. 5531 t 202 I1Qx1-S Tube MBIl Y SUNCOAST DESIGNERS, INC. RORi?.01NTAL MVLLtON DESIGN( LOAD CAPACITMS 1 O N A F-XT1rt7DED ALUMINUM ;1: N .125 W USED TURF MI LIO wA IIt.RF I.SF APPRL)MATE Si1Ji Xl OF Tl't3E'TYP€ Mi1LUON: i" x 2 112" 'EP x I/8^ S k: W " 'V W I?E 1D ALI,S & 3t8 L. D WALLS BET\YF.EN TW(1 ALi111(IAfI?_M \V li4-hAl►'Q WHD{!i: Tlri`. \VirYl`i1 AN`n rri?I(.HT sRi' Ci7nt.YY lV1i TTrtC (`Ire QT h > 3112 53.000 64.000 7L00o 74.080 8B.M10 i10.009 96.000 ION&M 120.000 t _UP19125 191.0 {26.0 101.0 ALSO 83.7 6&0 49.4 37.9 28.1 19.3 11.1 Sg0 158.0 1771 7i3O 6,.0 ).» 48.f 3 771 20.5 1311 Ti 32.000 1a7.0 a8.0 6tI.0 %.V 32S 41.1 3t1,5 13.3 17.2 11.8 6.7 3&000 144.11 1I 6.3.0 32.1 a7.T 37.2 27A 21.0 1<.J ills 6.0 37.000 134.0 1110 62.0 51.0 46.7 36.4 26? 205 t5.1 10.3 5.9 40.090 143.1) 741A i9.0 48.0 1T.9 34..'. ,5.2 19, tl0 9.6 5.3 t4 .O 77,0 0 4 , 41,0 3L8 233 17.7 12.9 8 5. 4&000 {4.0 ?SA 54.0 2.5 38.7 26,i 2L8 16.5 12.0 ICE 4A 133.0 710 ?2.tt -Ai 16.5 .A.O 20.3 1.4.3 )).i i 4.2 60A00 1419 ' 1.0 S1 JH 38.0 34.4 24.1 18.8 14.0 10.1 6.4 3,8 143.0 ?4.0 SlA 36 T 32.; 214 17,2 12.6 8.9 No•rF.N: 1. This elsort applies ONLY to SRacum Desk"crt, Jac Is aluminum tubt woWw n when wed between two alumbum windows. 2. Read wladow Width and Might 10 imekas. 3. WiMkFO Might M down OR Y nib of chart era for a illogic wamd6w ash, NOT ile five red window assembly 4eigpt. 4. Chart IT mot baelRed to two window veils b a singk opeohn, design ,mad capacities apply to any munhor 6f window units of sLTcs rsted on chart, hl a .oath 6peni1w S Design praamro capec(the tided on thk Ulan are in PSF. MULLION INSTALLATION REQUIREMENTS: 1. Athch Amrba M smMlrwte qual 54leosg Designers, )MIS Hwtliou sochor clip Stealth end of mabon. L ANach Yer*W It UMR (it efed) to MrLIMtol magus* asiel Saoeoa•t DePApees (NUN= ANCISW cap at (tip 9f vertical maRDi, 3. Wood fnmd opeains: Anchor to substrate 012 wood Screws of wdikkat kVh to adkls a =•imam embedvow of 1112". (See short On second shut for quantity of nacbon Per aHalion cII 4. MaaoaF,, "Mmings: Aach4r to sobctr if� meat V4" Dies. Topcoats of slrllsiest lemgd t0 achieve a minimum ombodmmt of 1 114". (Sea ehan On K-wmi sMet for quxkthy of anchors per martin di" S, Attach window hams to mullion Riling iM INN topping slew netsl crews through manafeaeluren pre -fabricated installation hops. - rr i � I i II t1 i 1J\ Il X Mark A. Smith Prepared by EXCELLENT ENGINEERING FL Reg No. 55511 3738 KINGSWOOD DR, SAR,ISOTA, FL 34232 ix i-2X3 $ Tubs \4u0 M SUNCOAM DESIGNERS, INC- QUANTIRY OF FASTEN►M FM BORiLONTAL a1ULLION DESIGN LOAD CAPACITIES (L_ „r ___ e� rU H. t - .L...A.loin. ���SS�SSSSdo1>•o01J• '000SSSS�v�oS���SSo �II1111ISIIrr0d0■i11���00 '��©Sar�SOSrSa111©��o1>•�SS� S*•Jii11•SSSS�SSSSSSSS 'lr0 c=.:_]• Iwaiv�� � ©��I 11�10■l� t0■1 �II� �E �� o HIS'!• aA 411, �4I'�Til:LtJ( n ` .1�[lTl f'T1io.6Ar E To r�s c1�._gr. �+- Wimb I+- - WWtb -- -- -►� r BelBFN NOTE. (1) This pr4adoel k dledped a campy wilt the 3014 FlorNla Banbsg Cade. (2) Muflka Ad allow step moUrW to be 606A'►•TS A64mbtaw. (3) AN imdWkdn aadeors MUST be merle ola e°rralws ns4MW s mrW a cashing. Prsparod by EXCRLLZNT RNGUMR11AIG III KINGSWOOD DA. SARASOTA, FL 34232 uiwk A Smith PL Rag, No. $55Ii 2 of2 1X2_I.b-14 TaboMur.H DANSCO ENGINEERING, IlC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.danscoengineedng.com CA 25948 F O In W ONS2 p M zQ m M � Ce od z~2LL I oo �� Q L L W z J\O Uj U= V) J OQ rz 0 fw v , Q 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 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,TLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNALf1HOR12ED 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 D 1.4 --- S.E. CONSULTANTS, Inc. ::hl4atitfeTi �-nq•'naCiing G YI.FI=r:ln19 January 10, 2006 Powers Steel & Wire Products, Inc. 4118 East Elwood St. Phoenix, AZ 85040 Afford=: Bill Powers Reference: Powers PSbox8, and PSbox8(5.518") 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 owned, operated or controlled by any company manufacturing or distributing any portion of the product listed in the referenced reports. Furthermore, S.E. Consultants, Inc. has no future or pending Interest in Powers Steel & Wire Products, Inc. It you require additiorlaf information or if we can be of any further assistance please contact us. Submitted by SX- c4liouftAMg, Inc. N Steven W. 8C7`taub, P. E. Vice President sW East Thomas Ros4. Suit* 104 Scottsdale. AZ a5251 -Phone: 4480) QWMO • Fax: (490) 946-1909 Powers Steel Product Lintel LINTEL DESCRIPTION - INDICATES HEIGHT OF GROUT PSbox8 -16" I9) HEIGHT OF 0061POS TE UNTEL (1) VARIES -SEE PLAN AND SCHEDULES. # � GROUTIM CELL (51 r(7i5WACTUAL) 13) t10 (9 f'. OF SOLI) GRWT VARIES - . SEE aCttEDlla.E S.E. CONSULTANTS, INC. 58M E. TN0111A5 ROAD, SURE 104 SCOTTSDALE, ARIZONA 251 (480) W-2010 FA)(: (480j 946-1909 � 3 NOTES: YIxiUCf HAWi9ATAIr H4 UaJU) A RIR4OtmlaDAr�cxAmo� Rmar AT1WaK I.N' Rol IOOF AIIJJHISLIRa4l6Am B1APYGCA909TYSfeRW OP nine'SrrwroaeeTmaa.w'm.ar4ueawvr.vY¢� urrx Asmorxml.a"rnaas.ra"aamw°rAe (lea t[IB. N NANUfACnRm rY 10aea t79t1. AR) TMr4 IIBIepUil W aT R m Ds Ar4araTJ W T T! As Norm M rMR YWeI1109.aCJ[i V.0"AtE �wl."2A51Y Mt0�Mlc w. WTmGAY'rNAT'tWiVB(tLa NefM(r701ANM9Pra oT=coop •Am eautaymrr.mt HnoaArrullttto"uomra"m AII@O 7 PlAST aa@tlE 0P 1AIRi lgfG a00WA11(RU W NOTaHHT LIar1CMN.CNACnY. ices,N+at4851xu+trrrexuHmAmunaAAII H. 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It' TI@TDRFANPAMSHal Pg3TW RUM WADtb IRfIGN IAAIK AIQ 9PAHSNROWN M Tfle rPJCR'r 1A IHt U,rlfa3 iIIAiAHar Ra VSm M ATeDR65IrfAKE RATm A449r\LY Il,adt8 ATrf M30LT 00I]1Mg1191D WR ,A18t4'rA1KR lT WiM4'ft61,mTR "rgDltKIIWOCfAI. �' A norm DAMIe1 W %WAM -MR, IRIR O OtRROi 3AMNa, nIrRUCIj MCpIPACT NaNTm40al.IMIH4 A IW41et DAtRIHI WrUysaFA Pe.Yaf1IY141a DARrrIR W[M A W Lp.11RCRR16 oem YIAIMAri A NRL W SPAtata ®TAH011'HB:C41cOW VD 11441e AMDJIH7.1rMT4 HOT WtU$j MTlffi HrrU 1H FO"ORDt(MAtOCO M 1'flMta11W1.I.Mitau Al rm lent. Uwe RAt16(II.VUAAt<8"mRc] IT. HOTP- -SrmE U AuowANutoAe6x4o"wTm TAN.WPRunAr4l W GAGNMAONb®TWCK %A7$"IAADCUACDYa1LL0t A,40CWAUKM WRl UrJAf+Y IS arN 0x70'u Ta1Cx a saslecrnAgraa WrxRonaTl®IDnmA57s ALtpKD ONe TPof.®aaD,MIAI OILML I GICTIU1TotM 1Ir4HA Ira TaR4rAlTAML4A0eii W6C'1xr4 Tin AIAcaADW r.aotawwxNTldTAr1�1e16T®ADH4Tm Ura10A LINTY RRiArrar 11 "LOADSO( MTArrf+ATD:P11na0UOrmtOADt TA,Ir89 A.tnA,m VtlBPAmpEWCYMN;AIti q PSbox8 (5-5/8") Lintels Dade: tt20o6 I 1 � 1 �(p'" � a' 111011 back 11011 ghk nk h �' LIprT0. LOAD TABLE (IN POUNDS PER LINEAL FOOT) (1Bga. < 1B'-0' span) . .[��.:7.;jjj OnvBy LoaO TaDb �3000 plu 0- (16ga• x 18'A' fpm) SPAN SPAN NN ro a ro a ee a 11-6• 7775 •7775 9576 9676 t1377 tis17 1W 2.2' SM 6aM SI MOT 7845 79" 9063 9t1B9 10M 10322 r-r 7•4• 400 40V 6130 81 7278 7278 6425 842S 967 997S 2.4• r-W 4953 4363 saes nu Sass 63R5 7386 73W 8367 b357 9358 Base rot' r-10' 4096 4095 50% 5W $075 5076 691 sole 7956 78M 8796 am Z-iw I-O's 37881 3866 JIM 4751 -5638 Sells 6624 74ill 741, am ' 7 3859 4497 449T 6336 6174 6174 7012 7012 7M1 7M1 3'•r d 43474 42M 42M 5064 5064 sees SM0664 ON7449 7449 3'•4' 2100 2887 Bees1 3545 4203 4203 4861 4861 5619 5579 8177 8177 4'-0- W- I= 2770. 3400 3400 4031 4031 4601 4661 6292 5292 am Sm r•2 4'$ 3143 3143 3725 3725 4308 4308 4088 48M 547D 547 4'-6 1050 2373 S•r 12 17 2720 3231 3231 3734 3734 4237 4297 4740 4740 51-21 6.4' 1161 187 2840 2840 9127 3127 361 3013 4100 4100 45M r•4 8'•2' S57 1242 2M1 2091 3107 $107 3524 3524 3941 3941 6'-2 2t66 2274 6aP 810 1176 2043 2212 261 2617 son 3022 3427 3427 3833 SM r-o 666 964 law 1 2958 2 '27?2 3006 Web 34 3480 T-0 r-0• 491 720 7Z63 1482 2366 2388 2681 2681 2995 r r-1 449 680 1140 1341 1965 / 2206 2206 2587 2667 28M 8'-4' r•2• 393 537 937 1096 tin 1777 2310 2319 2501 2691 9'-r t0'4' 2" 4" 775 909 1811 IBM 21l3 21t3 2359 2359 l0 111-21 230 347 W? 714 1240 1413 1 1 1876 We 2093 2M 11- ,Z.W 193 294 5161 ON 1050 121 1,80 1534 1 173a 19M 1 t7 12-r 168 262 639 94, 10-1 T324 I tent t636 1 ,824 1P'•8 13'-4' 11 19N 1723 1723 13'� rW,m. ti wtae a,,wc, uw, cc v vr,w,yu, w_,vgev µr+.. w..y.... µn...........,:•-.... PSSWx8 Lfnte(j Daw irmoe 0' ktd, black wldM cNc nk Y 4 UNTEL LOAD TABLE ON POUNDS PER LINEAL FOOT) (1SOL < 16.0' four) f✓] I _ L.wel Load Tuba w Wa3000 psi 9 ge. - 1r-0• 8W) :tart � SPAN 1 MI"W M NS N59pi00 alto atNwm at9 atom see 151fp9Wa a a a p asp a a 15"ft 11-6' 4544 '46" 5376 5376 6800 am S229 '7101 7101 r-Y 9146 3148 3721 9721 4015 4075 4913 0.919 4916 5S2 = 6773 0773 80M 2•r r-r 2a60 2550 3023 3023 3262 3504 3994 4491 an r-8- 31- 2162 2152 26" 260 2747 2747 _ 2961 2%1 t 3368 3 3782 4634 4894 6601 6a01 9'-2 W-01 1704 1704 2016 201 2175 2175 23M 2338 26a3 ROBS 2894 2984 S8M 30 9 4 4 4'-0' 4' b t 7 2882 1 1 3971 3971 4--61 6.2' 13:19 1319 1560 ISW leaf 1684 /809 1 2061 2061 23/ 231 2610 2840 3371 337, 5'- 6.2- 11 1105 1307 1307 1411 1411 1615 1515 1727 1727 1 1 2188 2407 241 a�- T-W 97 974 1162 11 1 1243 1 1322 141P 1436 1513 164t 1. 1739 1 1 T-0• 6-W S14 819 911 97g ON 96s 998 1012 1061 1000 11611 llS0 1300 1331 1 147 6-0' 91.2• 624 994 700 728 761 771 823 837 ON 101 1 11 7-2' ,0-W 521 524 583 508 612 Ole 639 703 741 755 832 1162 via 941 1 -0' 11'-2' 41 420 467 472 490 496 613 61 555 = 564 694 eos = 057 73t 7W 1V-2' 12-W 3B2 364 405 409 425 4 444 4N 516 578 592 638 so 174T 1r-81 W7 30 307 381 396 See 404 431 438 462 471 Ste 531 671 SM 1r41- T3'-4' 29e 320 33f 3" 348 360 364 359 395 417 425 468 479 61 1V-4' Tw-W 267 2B7 312 316 326 330 363 3M 378 385 425 435 18 14'-0• 10W 204 WS 228 239 242 250 270 275 290 2% 32E 333 960 16.0' tr-0• 214 21b 234 2 243 246 252 264 2M 272 266 289 315 320 W-0' 16-11 199 200 218 219 226 22 236 236 260 26S 265 289 293 296 319 16.0' 20'-8° 1621 t03 177 1 1M 108 /91 1 204 216 218 238 243 9So 20'-8' W.G. 135 135 148 1 t53 154 169 1 170 172 180 182 1so 202 218 2r•9 149 146 ,59 1 163 tab 1N 1W 1so 202 2r-0 217-0• 143 123 130 132 138 141 1st t67 167 1, 2r AI Nnleb peter Min 22'aY n IrpM wet regale (2)•86 bra top or (2)-e6 Ora foP&b., Br AWR �. rj;, 14-y PSboe8b1dY17aokYaanntels Data:d* 1/Zoos cxc nk T,;;. LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (tags. < t6-0' pm) >>_;:'0 ut>•R WW Tuba 3DOD pal vow repo.>= 15'-0• pan) SPAN M as #SNOW a nwpw OS lop a a IS u n sa ro +6a aaepiagl ro ro I.,. SM •5m 7910 79,0 so" SM 9m "a 11800 11 2'-2• 4140 4140 5493 5488 6177 6177 Bass NN 0251 0251 9645 9645 12451 12461 2 2-88 3370 0 4473 4473 SM 6031 am SM 6720 SM 796E 78M 10142 10142 124a2 12442 r4r 7-2' 28" 2844 3776 3776 4246 4246 • 4720 472D Nn 6673 SM OW SM Bees 10604 10604 7.2- 4'-0 2259 2259 3000 3000 3374 W74 3751 3751 4509 5272 SM 681117 SM? am 83M 4W 4'-W 20121 2012 RM 267E -3006 30M 3342 SM 4010 4018 401181 40M 8=1 410641 7W 744M 4'-0' &2• ,767 1757 2334 2334 26M 21I26 36,1 361t 4t05 4106 6901 SM8604 6•r 6.2' 1476 1476 IS" 1 2210 221 2458 2458 2955 2855 3456 3456 4454 4464 5477 54 6.2, T-0• 13M 13DO 17S7 1737 1954 - t954 21 V7 2814 2014 SM7 3057 9948 T-(r V-0' 1030 1030 1436 1436 1605 1805 1774 t77 21le 2110 2459 2460 0149 31 3649 6-W 9r-2' 793 793 1107 1107 1237 1 1368 1 1032 1852 1897 11187 2431 2431 29M or 2' f0'-0• 673 e73 t t049 1161 1Iel 1386 1306 1811 ,871 2088 2521 2621 10.0' 11'•2• $46 so 763 783 854 054 84 94 1126 1128 1312 1312 teas TM3 2056 11..2. 1r-0• 478 478 an 6N 747 747 t127 988 me 1150 1150 1478 1478 t803 1 1r'p' 17-8' 430 493 cos 67T 677 750 7 896 BBO 1043 1043 t lase t 1 Me, 17.4- 394 394 551 $61 617 617 693 817 817 %1 951 1221 1221 1493 1 17-41 1W.0' M, 361 am 5M 565 749 740 8M 1121 1t21 ,370 1 fr-0° 16.0' 2M 206 399 399 M7 447 498 594 594 092 8� a90 100 1 16-0' 18'•0• 282 2B2 376 410 41 637' 537 018 678 781 701 945 1r-0' 1r-B• 2'68 2M 363 381 391 429 506 506 582 582 739 738 891 Mt 16.8' W.S. 223 298 390 426 428 494 494 026 758 2p'8' 2r•6' 1st 141 257, 257 288 81 31 371 371 4% 42a 548 543 OM 2r41' 361 361 4M 4M ST/ 577 764 754 932 21' 264Y 996 490 0.90 SW 507 8N 863 819 81 26-0' �. M Iknoa Steel: roan 2r•6 n Iengn Yr81 raqu9a (2)-115 Dan by or (2j-95 Dra bp8btxt. P.Zbox8 (5-5/8") Unte1� D&W 12006 . -r �` s ry r Inch Mod: WAh L11k: nk .i T FOOT) 1 < F p LINTEL LOAO TAKE ON POUNDS PEA LINEAL (spat 1e-0• rpm) l.sJ p • �r k.. OrNlty Coed Table 3000 Dal groN (toga. >- t6'-0' spin) �Iibeil �Y�ill�If�i1Li+JIB+ilGriilti+ill�+Jk�ll ����irwl DOW IPAW :l q P rYtohbled( wMn c k ra .r LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (toga. < l6.0' am) 10 4:i Lelaral t.oMl Table 3000 pig grout (lags.>W 1r-D•epm) . tra N AN 9aNa gteutx Iten 2r-6' n 19ng8t tab rwadae t2Ha ben Pop a<00 bra tap86011 00140- �•a PSbo Lintels at» 141)06 u r kkh blearide w chk: rsl r�--••^•�JJ t� ::^��:I k 1 ..! LMEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (7age. < 16-W am) tIpIM LOW Taws 9000 pp grout 11800, x 16-0• sped) >.ar ...y........3�- i�11F2J1!�1I[�ili�r�lMsull�llf�Y�iil�ll�Il�Yiilll�il�il�ii�l . -- 1 I M 1k1Ws Wedx mNw 22'•a• In aryth rIM reglln (2)-f5 Wta rap or (t)•86 ban 1op6bo0. tj 9K Ica .T m f �fw43d L1gteIS 0aa: IPA" ,_.,, Whch block wkkh LINTEL LOAD TABLE IN POU NDS PER LINEAL F i < lSr4r ( FOOT) (8gu• span) d I Lead Table NOD 1 x 16-0' WavKY pig pool (low span) ur I n4na ors aNmamRNertesn _ BPAtt . -- 1 I M 1k1Ws Wedx mNw 22'•a• In aryth rIM reglln (2)-f5 Wta rap or (t)•86 ban 1op6bo0. tj 9K Ica .T m f �fw43d L1gteIS 0aa: IPA" ,_.,, Whch block wkkh LINTEL LOAD TABLE IN POU NDS PER LINEAL F i < lSr4r ( FOOT) (8gu• span) d I Lead Table NOD 1 x 16-0' WavKY pig pool (low span) ur I n4na ors aNmamRNertesn _ BPAtt ro NoNew a ro *bD f1boom 0100 4eteplbel AND *mood oft labeled HIND a 11.8• 9980 10831 10031 126W t 11-11 r 0?24 am OW T 7403 IrMl Mot r- 2'•a' , , , , 7- 8992 4231 4231 4SW SM SM $748 0746 3'•2 Ir 3331 3331 3600 39M 464 454 SM SM 1-0' r 2%1 2M1 •3242 am 3333 SM 4114 4114 4'41- 5' 2659 281 281 8082 40M 4008 -4 W7 6• 162 171 2130 21 233B 2 2547 2N3 saw 33M 4214 4214 0''2- T 1170 1W2 less 1 2048 - 2048 2230 25932683 2967 3866 3m444 441 T-0' 6 Sol 1 t575 t t 1779 1 low 2261 2261 26M 2606 3196 31H r 9'-r 067 1 1875 1946 2218 2218 2760 2Ma9IX, 6• 11 1 ism In 10' $42 076 1279 t403 1403 Isis 1528 1772 1 2012 2019 2511 2611 a004 td 11' 429 690 TM 1044 1121 1241 t t 1572 1672 7790 7790 91Z6 2$W 111•2, 12'•0' 360 651 957 1067. t 1 7 1453 ,6G1 I= 24a8 tr 1 31 445 576 849 98 1la6 11 1369 1 1667 1551 1934 1034 2312 231 12 13'-4 279 336 611 70 750 851 1044 '1115 1293 1203 1471 1471 182 IRS 2/82 21 16-4 14'•0' 247 4b5 492 M77/ 1022 1 1 1998 t 172 , 2064 14' 16-0' 175 2ti6 328 494 567 755 989 1053 1197 11 f 1484 1T71 1771 16 16-V 157 211 268 367 494±2017m 401 We 1201 1 , 1 1893 t 16 1r4P 142 t 2W 334 462 819 806 1104 1 1 1690 1768 , 1t 2W4r 1 t % 1 1 22W 70 11 147 21 193 273 us 1014 t2/1 1. 1 2r-0' 24' 484 626 We 91 Hsl 1186 1 ' 24' 4Y 3D1 511 7 986 1181 W INOU: AN IkX - paWr Men 2F4r 1n Nngth will taWMe RNO WN to0 or M45 Ware top6Dos. or- .,16 l { PSbox8 Lintels 1mt4: IM006 Qu W irvh bloc[ Yawn aht: I* 1.- :,y LINTEL LOAD TABLE ON POUNDS PER UNF•AL FOOT) Gaga. < le'A' qw) 4, I0 0-n toad T-81 3000 psi gmA (78ga. - W-0' Wm) a•nv r REENEENIMMEEIMEEVE IN, commommommommEMEME t�J I ••..v. .� ...•+.v Yrw.w ..+,.. ra v .. w, Y,.. •a„ ,wlrwr µtin• u-v coy ,n µl-vr wv wy,w,.. of. an j PSboXB (5-5/8") Lintels DMD: 1/2008 07 r E O PO 1�Nd111 cr: rk t- � LINTEL LOAD TABLE ON POUNDS PER LINEAL FOOT) (legal < t6-0' open) 6..:i r LRdrM Load Table 3000 pig VW (raga. >- I" Spero - SPAN tip 411ft etfMac % 4510PW N5 aaglm ILs lop a a5bp a 16 by is bpled 11a• 4146 ' 414e 49" 4070 5821 SM Sol Sol 7576 767 $473 $473 1' 2' 2070 3"1 3441 4WO 4030 40M 4032 5245 5245 5880 am r• 2J•2W2866 3196 3196 8742 3T 4302 4302 4871 4871 7 2'-4 r B' 2932M Z795 3274 3274 3784 SM 4202 4262 4766 4766 Z4r 2-IW 2190 2195 2831 26M 3082 3092 3642 3W2 4011 4011 4488 4486 r•10 3' 25)2496 2 37881 3788 4237 4237 1-01. 7-2' 1964 19" 2364 2364 2757 2757 31 $1 1 35M 4014 4014 7•r 7J' 1868 / 2238 2519 261 302 3011 3409 3813 381 7-4- 4'-0• 1866 1 1864 IM4 21 284, 2541 3177 3177. 'r-W 4'-r 14112 1402 17 ,7M 20% 2409 2" 2728 r-2 1382 186j 1857 1857 1 1 2230 2525 2%S 282 2824 4'-8• 1204 1204 t 1449 tN0 1 19/3 1943 2200 2200 460 .^- V-4 11 lies t898 1396 107 lay 1882 'ON 2t31 2131 2353 6.4' 6-r 1 IOM 1209 12M 1415 141a 1828 1 less f843 1964 2011 6 94 982 1177 1177 1 1 I 17 1?"1 t9D7 rd 7•0' on 988 1066 lose 122a 1241 last 'lass 1497 t461 , 1551 T0 91. 75 80 657 07 10t8 1037 tM8 ills 1187 11% 6-0 •4' M1 05 782 7M 8" 101 1031 / ,tot 6.4 V-r $71 874 848 714 724 7N 834 eb2 88D 910 W- la-0• 480 543 b4B am we 862 664 701 716 74 766 10' 11'-r . 387 4a8 440 48, 4N 302 $74 81 1 V-2 1er-0' 383 S77 301 417 422 459 461 487 497 519 681 12 lZ4r 299 301 342 374 37'8 407 414 .7 446 46s 471 1r- 1r•M 987 37a 894 403 430 17-r IA8 YMuh g 111•8' N arapn col reQturo (2}t6 twe top or (2)-6 bra logabon. W rR PSbox8 (5-5/8") Lintels Do": 1120011 I N is rkWh Weakwidn cac n LINTEL LOAD TABLE ON POtR,06 PER LINEAL -FOOT) (tSM. < 1 r•0' plan) U�^: :r >. 1 Load Table 3000 1 .- .. . a pig graA (age, r-0' ttDan) SPAN , , OD 22 meow a le, mvp a Ale ro "VP NWW "Wo a t' -9008 7t84 7134 9197 9197 11282 lt282 7'41 2• 3476 3476 4952 4952 Saes 69N ?SM 7005 9294 SM TOM 10762 21-2' r4 4002 4902 5934 am 7261 7261 SM SM 10001 1000f 2'1' 7-8' 2M 22N 4032 4032 62W WD 4340 898D 7568 74410 SM SIM r-8 r•t 2MM 3797 3797 4= 48M 6010 0010 713D 7130 SM 8256 r-10' a 2618 2618 96M 4026 SM SM 67M SM 7803 780E r 7 2N 3402 34M 430 SM a9N 7896 7880 31- 7.4 3234 417 4172 61 5120 am tiw 7034 7034 7.4' 'V 1M6 1 2708 3467 $07 5076 Me SM 5860 V-0 4'-2 1820 1 3350 3360 41l 41.11 4879 SSW 56* V-2 #-5 1No lam 2407 2407 3100 3105 N/ 9613 4524 452 5239 SM 4' S'-r 1473 147 21 2102 271 2713 3331 =31 3963 4678 4678 6 4 1404 Q098 2830 2680 3229 9N1' 3832 4488 4498 Sa 67 106 1 17N 2283 2288 2809 9927 3327 9863 3s59 6.2 s 1 t 1 2221 9221 2132 7290 am 8756 9756 r-4 8, 1394 100 1829 '22N 2710 271 3166 3155 TA9 10 t078 1414 1411 1765 1755 2087 2087 2442 2 r-0' 1 . 907 887 ,300IWO 1 Ion 1 1 Ma -4 n 12- Bat SM 1002 1012 1 1355 1910 1 low 1080 r•o 41 706 927 227 1151 list 1we l rem ,eD3 10'-041 S41 57 675 768 7a0 9N 1122 1t22 1307 1307 1t'•9 5" 063 ON 823 9B5 1147 1147 ter1 271 ASS Sol cal 7 747 .3 803 104, foal 1 e61 N, e1e e,e 11a0 17.4• I %*I n a1P.W V ngth T Ale eraaa grab: nm 2r-0• leatN IagaAle (2}-06 Dins Lop or (2}86 bate lepBdtaL 121 a „9Dae a PSbox8 (5-5/8") Lintels r fth baokwklh cW Ilk t LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (logo. < 16-0^ SM) UK"load Tsba w30-o0 pal graA (legal» 56-O'epan) iBY�l�31�If�If�ili�IlEi+�i1�1l.�t�I1�ICti�1l�l����f�l 0 ".alert GM . AlI9taYY pad: nm 22-8" n lettg0, VolYAa raouln (2}46bure We or (2Fa6 txas 1ppNlbOo. Br "lea � � pr' I = IIt,;- P.cNrl2%C& (.55--5/8") Lintels (rats: 1P1000 T �I ! ar, E W. , a' n0A back wkiM Y, , ll, LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (toga. < 19.01 pan) (plat toad Table 30M Pei QrWA (fags.>r 46.0'wan) M All Or" peeler Iur122-B' n anon wO retltire 42)•86 ban tap or (2}i5 bete top&bott i Din - DANSCO 0 ".alert GM . AlI9taYY pad: nm 22-8" n lettg0, VolYAa raouln (2}46bure We or (2Fa6 txas 1ppNlbOo. Br "lea � � pr' I = IIt,;- P.cNrl2%C& (.55--5/8") Lintels (rats: 1P1000 T �I ! ar, E W. , a' n0A back wkiM Y, , ll, LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) (toga. < 19.01 pan) (plat toad Table 30M Pei QrWA (fags.>r 46.0'wan) M All Or" peeler Iur122-B' n anon wO retltire 42)•86 ban tap or (2}i5 bete top&bott i Din - DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 i o LA W O O N TVi �•'�OtO Z LLI amM ti In(� i a z E� W WW3~ Z g W UW J OQ C i" U 0 Q CL A 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 12IaONIHi AFTER THE DATE 1T 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 PROMBITED. 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 H MD W O O Oki 1 L ^/ 1 O .M V" 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/SubcategoryManufacturer Product Description pproval Number(s) 1. EXTERIOR DOORS A. SWINGING Plast ro Inc./ Nana Plastics Distinction Fiberglass Entry Doors FL6184 ThermaTru Smooth Star/Fiber-Classic FL8838, FL9245, FL9248-R1 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-R4 Suncoast Designers Inc. Mullions FL1861-Rl Fixed Glass Windows FL3913-R2, FL4397-Rl C. SECTIONAL Clopay Building Products Residential WindCode Doors FL3026-Rl Wayne -Dalton Corp. 5120/9100 FL7824 D. OTHER 2. WINDOWS A. SINGLE HUNG Atrium Mk 40/50, Mk 40/50 HP FL7844-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 FE5709/5710/5711/5712/5713/5714/5718 FL3136-R2 FE5700/5701 /5702/5703/5704/5705/5717 3. PANEL WALL A. SIDING B. SOFFITS Ka can Ltd. 0605/0606/9500/9510 Aluminum Soffit FL4899, 4957 Cameron Ashley Building 41550/45102/45102N 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-Rl Wood I -Joists ALLJOIST FL1645-Rl D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL FECP Corp.Cast-Crete High 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 xoduct 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 P r Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL474-R1 Framing Anchor MP34 FL822 ABU44 FL474-R1 Adjustable Post Base PAU44 FL569-R2 CS22 FL1901-R3 Coil Strap Tie RS300 FL822 H3 FL474-RI Hurricane Tie H10 FL474-R1 Hurricane Tie RT16 FL565-R2 H2.5 FL474-RI Hurricane Tie RT7 FL565-R2 H6 FL474-Rl Hurricane Tie LFTA6 FL820-RI HCP2 FL474-Rl Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL1463-RI 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-RI HTS20 FL538-Rl Heavy Truss Strap HTW20 FL820-RI HTT16 FL503-Rl HD/Tension Tie HTT16 FL821 HTT22 FL503-Rl HD/Tension Tie HTT22 FL821 HUS410 FL474-Rl Joist Hanger HUS410 FL821 HUS412 FL474-RI Joist Hanger HUS412 FL821 HUSC410 FL474-RI Joist Hanger HUSC412 FL474-RI Joist Hanger ITT FL474-R1 TF I -Joist Hanger THO FL815 IUT FL474-R1 I -Joist Hanger THE FL815 LGT2 FL1423-R2 Li ht Girder Tiedown LUGT2 FL817 LSSU210-2 FL474-R1 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474-R1 Slopable/Skewable Hanger LSTA12 FL1901-R3 Strap Tie LSTA12 FL816 LSTA18 FL1901-R3 Strap Tie LSTA18 FL816 LSTA30 FL1901-R3 Strap Tie LSTA30 FL816 LSTA36 FL1901-R3 Strap Tie LSTA36 FL816 LTS12 FL474-R1 Twist Strap LTW12 FL820-R1 LTS16 FL474-R1 Twist Strap LTW16 FL820-R1 LTS18 FL474-Rl Twist Strap LTW18 FL820-Rl LTS20 FL474-R1 Twist Strap LTW20 FL820-RI LTT19 FL474-Rl Tension Tie LTS19 FL822 LTT20B FL474-Rl Tension Tie LTS20B FL822 LUS26 FL474-Rl Joist Hanger JUS26 FL821 LUS414 FL474-Rl Joist Hanger JUS414 FL821 MBHA3.56/11.88 FL538-RI Masonry Beam Hanger NFM35X1178U FL578-R1 META22 FL1901-R3 Embedded Truss Anchor HTA24-18 FL859-R1 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-RI MTS16 FL474-RI Twist Strap MTW16 FL820-RI MTS18 FL474-RI Twist Strap MTW18 FL820-RI 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 Strip TA51 FL816 SDS 1/4x2 1/2 FL1463-RI Strong Drive Screw SDS 1/4x4 1/2 FL1463-RI Strong Drive Screw SDS 1/4x6 FL1463-R1 Strong Drive Screw SP1 FL474-R1 Stud Plate Tie SPT22 FL817 SP2 FL474-RI Stud Plate Tie SPT24 FL817 SP4 FL474-Rl Stud Plate Tie SPT4 FL821 U24 FL5808 Face Mount Joist Hanger ET FL5550 Epoxy HD Titer FL2304-R1 ITiten Anchor ALLOWABLE DESIGN WIND 'PRESSURES /N PSF KAyr•EP1KAY0 SAVE 'WI . .H /%V INCHES .SPrLOO (ACMAIlA I,;" vrwr" 72.6 Y- S$ / .9✓ #t f ;/_ fi S +,43C.3 CAN"a r''OGO,S IS..& sotlD rj! 72cZ %S'y7 Y--% I tt/.2 j''.,.34.I eRrALoO o►oGoF VENTED PANLL IZ" (ALYa/avN1 p - 9E.L -'77.Z Y_60.9• it;SS..2 � ¢$'3 SOLID eAM94- l2~ l f8.0 cAr�Lo�.9slo fI/LL Tf PIL") r/N^- t4}7.S' 'Y-39-f - ;/_29:7' /_ZS2 t2 1. 4 . peabucr CONK oaae LCO sI lip vZor* CtNT<tA, 7* Qaf) viNrL 29.4' Afi*. C4W oca SOW' C£%JT", vc L j.'/ ur&, veNr f/r.ff f J<f. f' % 2r.! o. usu ocir aa� . SOLID / reonva 0Z, C/O-) k0A1YL ' t/3¢,* 44.f/.2 4%;1.v 21.6 ;/-20:7 /'A00, cons ,OfJit - �LAolat A+va vearcq f% 4#140 - I,r'32.3 'OC lt2;�r gSCJSJ f/ 30.9 4'� r+Otr• OL1f 'olJS . Ga,vrr�L ,vsrts 1. DES/CN FAALr -.q&T LISTto w TAQL,E ARE BAS£b ON A RAT/oNAL ANAA.�rSdS FOR ALIJ14.1MOPA sOPF/TJ OONL /N MA EAi/AE( 4G A,fW&CT oto eo002ANO A Co,y eAXA r/ vE ANALyr•Zt fO,r Y/N/r t Soif/tJ OeN[' /N Otosoeo/ TWAT AA/[ iv CaNFOAM1INCE bV/r'/V FLOR/DA OVILD/NCI COOK 2O0} S[cT/ol�r /ia9 "W/A/o LoA0.f ; 2.fi.0410A BNJLD/NG COOL 2001L DOES Vd7' 6v4qECr4.y MANDATE WINO LOAD ,OLJr1 V ,.RESrA,,JA av So.-Ivr.r, AASIrFAII'r IN EA.CN NAIL HLM 09R6 A LONi ROOFING NA/e.r T/MBCX • FRAM/N C' {A6GA fASC/A . *SAAR . 4 : A?OAAO :.1 1 �AJC/A 1 D..� .X: YrCS/.TRIM ' YrLV MiyaAl/JaPFIT. OR. IKArGWSOF/R xt TALI M[TAL ft6. TA*&c f<pCIVitNNt:L. w/rA CAJL. MASONA rA1M A1AAotNEb rT�•R STYs A4.00N w04 [AYE` bVI . NA`I13 0, ol7"0X "LONiTN -rag TABLE.... �'d.¢"AIAIt/Mvp SPACIN¢ S[t TABA.E SO' F / S '. U// 7'// o t: d.V R L L. ' A107' To S'CA' IE %G �X2 fa 2X* NeOO . TAoCANs • WALL INSTALLATIAN PAJTLNLAS IN .►'oi'f/r CA cN NAIL , N114 AooP/NC NA/LdP L/rvJA ALumiavot 'fi1JTLNQRl �S/ACAVC OA 641VAN/2LO Sr£[L, /•j" hcJ y"� SARNRA' T/MICA SAMt{ Ai AT FISC/A ANo �j jf NLRAJ FRAMING fd,r aPReINe ALT[RNATE WALL D / diL TABLE No Te ,. AL S FASCIA BMRD WA C,XC/R TAIM: KAyTLC/A•,ryc,�N ,{ - St. rRIL "F" CNA.YNLL ALNMhvvH JMP/r AWSTI7 1.N.SPACIN. /NTLRU.A MWl.4ea £AYE WIOM. S&L SAMC 'AS AT 'FRJC/A A A1I"/MYN OR%" .SO-",e/T W/TH WooD. FRAMED WALL- . o O Seq L. HR Engineering, Inc. DATE: * JyLy bmr1 PRWWTNo. ono.Z oo/ of / emu•.., %?. 1f..-++. t7.*mr. NA TEc /NC. BY• A. REEVES PAOJECENMtE:/rA TLG K CAN SOif/T.S /¢ ✓vL./P 200S 717-846.3747 HR Fax 717-846-OW5 HREnglntasN 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 Independenre 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. 1 work in a two person consulting structural engineering rum, "HR Engineering. Inc., of which I am the majority owner. In my work performing an evaluation, I do not have, nor will 1 acquire, a financial interest in any company manufacturing a 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 abort this certification of independence, or if anything additional is required, please advise me. Sincerely yours; HR Engineering, Inc. t�wv V, t�c.a.�.. Allen N. Reeves, P.E. Chief Engineer ANR:anr Cc:05070005 HR Engineering, Inc. DATE: /¢ Ju_ LT PrtaE TN0. 0 LQ12=@, sHET_LoF_L_ WEM:KAyTEC/KA e4-V BY: A_ REEVES PWJECT NAME' GENERAL. NoTGS 4 DIU1,9M P.tESJu.IES L/STED /N THE TABLE ARE RAXCo ON A COMI.ARAT/YE /YNAL Y-SE.S DaAM IA/ . NR ENB/NCER/NC' INC. /e/t'oJEtT 000.r000/ ANO A41 /A/ c*wXO,AMANCC kv r1j i14do"0y at//Lp/FIG coal goof, sacrow /6og ayVIND _OAVr0. 2. F401104 OPO/LDIAIG COOS Zoe¢ DOES NOT D/R&CTLY /N/1NAA7Z W1AA0 Go/Io DESIGN ARESS/✓RB,r ON ,ro/^F/TS, A,4cl . ROARO T/MY6A FRIgM/NG fACrq TR/Iy 2x2 A4rrj!AS rccv#Co To T/MBE.I! FRAM/N4: WALL Reef/NC sofRI* NF'cNANNc1 NA/Lr w/TN "'4 SAAMA'S /O"MAY. NAIL /O'P"' SNLATN.MG " SPACING MAX/Mr/M 4/AL.y useo J HEADS KAyyTEc cIN V/N 1_ SqL ET L NOT TO .KCAL KIj{!TF1���Ay�CAN oG3} �OG3i o6/i jfOGIS 0G231 OG26 OG22 f1/t OG63A OGGt V/ NJy L SOL/p f Va souo fYkllTto lOG3l� $ou O- y�/yT � oG3/ S O fF J ]'S ,BEADED DSM�/O"'� IYLMYD i* Tf" (/2•� ECO T*" NAIL SPAS/NCI IO"x SN /0"X ION /O"X /2A /D"X /2" /o"X/t" /9LLOWAB WITH SNaA �/%g,2 'FI ¢7.G */-45,l�- 6/I 'MAN /Ni . s e� 11 '+/- 34•. / t� 27.3 2z, 7 23.8 -Al- -22.7 /REssyRES /N pair _ /N t: /!t ✓ M, y 2 O,%X 717.846-3747 HR Fax 717-846-03i65 HR Englnelering. 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 he 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 mailable with a minimum thickness of W. 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; Allen N. Reeves, P.E. Chief Engineer l* JaLrf 2OJ r ANR:anr Cc: 05070005 a--• N 0 U N 0 Cl) Q .� U CO C- C-) Cl) 0 _0 U CZ 0.0 0 .w 0 co Q. .� ��/�/�� VJ Q Q Z PF W J ) z CZ O O Q Q f� < 2 - V � MCZ 70 W O w Q Z Z Q J 11 V Z ) SHEET NO. PA 1,0 V Z ) SHEET NO. PA 1,0 0 3'35� c39�ai 3762-bj �r,3��d, a7692 Z V iO-a V-2 m �" 6W- 3 ZVI 464- A ar 7a 4