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D 3 c O T n a T D1 0O O a _ < d (n 3 O O. m Z c 3 O' m 0 Z d 3 m a m L O 7 0 0 0 0 3 ? N N r (D r O O N :7 T O] V O N N N N C, O O O O r r r r r 0 O O O O 0 N C) N O -n 0 M.Q m W EL CL 7 (Q C) 0 a CD O N HORIZONTAL SLICER - NON -IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS & GLAZING DETAIL........2 SECTION VIEWS ................... - ............. 3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAIL.......................6 A GENERAL N1SiTEs: - --751/4" FLANGE WIDTH-- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS -- - -- 74" MAX. UNIT WIDTH-- REINF. EDITION. 36" 74" x 63" OCALA, FLORIDA 34474 1�+ MAX. SASH WIDTH W WW.CWS.CC 3. CONFIGURATIONS: "XX". H 32 1/16" 620 PVC GLASS DLO HORIZ. SLIDER 73 114" GLASS TABLES ASTM E-1300-04. FLANGE -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER HEIGHT ASTM E-1300-04. 72" 5, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED MAX. t r C DETAILS- W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR UNIT WOOD ANCHOR CALCULATIONS. y m HEIGHT to SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, z X X fl 7 7/8" MAX. 8. SERIES/ MODEL DESIGNATION HS -620. H SASH a ¢ X = OPERABLE SASH HEIGHT W❑ 6-41/1S" LOCATION. GLASS DLOI 751/4" FLANGE WIDTH - 11. EXTERNAL WEEP SLOT = 5/16" X 2-1/8" LOCATED 4-1/2" FROM — �yuliier BOTH ENDS. .74" MAX,UNITWIDTH- . . 36„ -'r '• No 56201 y A ...� MAX. SASH WIDTH Lucas A. Turner2015-04-27 - - 321/16" r. P STATE OF21:05-04:00+.�afVAAllplIF GLASS DLO A - I 64 I1+4' FLANGE HEIGHT LUCAS A. TURNER, P.E, 63" FL PE # 58201 MAX B NORTH PORT, FL 34288 UNIT PH. 941-380-1574 HEIGHT 591/16" x A MAX SASH HEIGHT S- GLS S TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS & GLAZING DETAIL........2 SECTION VIEWS ................... - ............. 3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAIL.......................6 A GENERAL N1SiTEs: 2011 MTG. RAIL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT REINF. EDITION. 1900 SW 44TH AVE, 74" x 63" OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) W WW.CWS.CC 3. CONFIGURATIONS: "XX". YES 620 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): HORIZ. SLIDER -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR ❑ DETAILS- W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR - WOOD ANCHOR CALCULATIONS. y m 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE to SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, z fl 7. ALL FRAMES AND VENTS FULLY WELDED. Z 7 8. SERIES/ MODEL DESIGNATION HS -620. H 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a ¢ X = OPERABLE SASH W❑ 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. r3 2 11. EXTERNAL WEEP SLOT = 5/16" X 2-1/8" LOCATED 4-1/2" FROM — �yuliier BOTH ENDS. `S��x►fip�OWfr�r. . -'r '• No 56201 y Lucas A. Turner2015-04-27 r. P STATE OF21:05-04:00+.�afVAAllplIF ;4/27/2015 JB LUCAS A. TURNER, P.E, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 MAX. UNIT 2011 MTG. RAIL REINF. DESIGN PRESSURE RATING IMPACT RATING 74" x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 7 x 2" YES GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE -- EMK 04/22/15 I:Twt REV;: CWS -1059 - scnLf: j SHEET 1:25 L 1 OF 6 9 30 Z L: I 133HS aivas 6S01 -SMO 'n3d; _. _ 0"7M0 41/33/i'0 NIN3 91 vo Ai4 LiM_O-C SllV13(l `JNIZVIJ (INV SiHVHO 38ASS3ad NE)IS3a _ . IHOIIiiIB753© J33H9 4LS L -OBE -146 ' H d B9Z4E TA'180d H1HON '3AV VHVevr 6EZI LOZ99 # 3d Id ' 3'd 'H3NHni 'V SVOfII 9 LOZ/LZ/4 ++'z+ of ii��'•. 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B" MAX O.C. (TYP.) -- 4" MAX. (TVP.) — 4" MAX. (TYP.) I B" MAX. O. C (TYP.) &NCHOR LAYOUT - (FM NOTE THRU FRAME ANCHORS @ MTG RAIL TVP) SEE NOTE 2 INSTALLATION ANCHOR (TYP..) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6- 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC - 620 PVC HORIZ. SLIDER NON -IMPACT f� I m I z 0 T z 9 0w - x F a w I _ o r I :0 "j 11131 fife :� .' • No 58201 :�� Cvi :ft_ X11 STATE OF oj+' O'. 1C1rfi on 1.17.1: 4ti,a y�s'Y1 A %0% 4/27/2015 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 !SWEET dE6CITFTKl1a ANCHOR SCHEDULE AND NOTES DWAWN BY: UAi'E' EMK 04/22/15 DWG M: REV.: CWS -1059 SCALE SHEET 1:20 5OF6 -- 3" THRU FRAME ANCHOR 1\ X &NCHOR LAYOUT - (FM NOTE THRU FRAME ANCHORS @ MTG RAIL TVP) SEE NOTE 2 INSTALLATION ANCHOR (TYP..) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6- 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC - 620 PVC HORIZ. SLIDER NON -IMPACT f� I m I z 0 T z 9 0w - x F a w I _ o r I :0 "j 11131 fife :� .' • No 58201 :�� Cvi :ft_ X11 STATE OF oj+' O'. 1C1rfi on 1.17.1: 4ti,a y�s'Y1 A %0% 4/27/2015 4/27/2015 LUCAS A. 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C: (Drn9CDa (D o(DL, rn� aaa, h aD n o n v �m �0 co < a a zCD r L O ID O f�D 3 3 w r �;m"—a°Om IN 3 7 N D) o r x M 0 0 ry L m iA 'T G1 N D1 CC fD ID a fD ID O o + D 7 3 x T = - O' G X _ FD' w O N Lp O tn 7 x .1 cn a < Z N lD a x O O N < Z D ? j C cn En 3 m N = N O � �' • - N O w O (D 7 O d A N U1 (DD I a a rD O X O p 7 nmn< -n u=i m (•'D rd (D Ir-•rtC, w (D W W f (D W N L aOLCL� < o 0 C aDN CL (D m �(D n O N ° N n ; N' aW y�j aD V)C � 7 7 C r 0 � � ww 7 N — q D m CL ro a 'V aj w aj L9 v �' = x �D co� O < O '<Z NO N Z In o �.,.,, O O 7 Ln x2. O 3 Dl lo_ n � r* V O CL C K yr O CL C n N 0 a 3 9 a A N 0 N O 73 1/4" QLNERAL NOTES: FLANGE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS LHT - EDITION. 1900 SW 44TH AVE 72 OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) MAX. 3. CONFIGURATIONS: "XX". UNIT GZO PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): HEIGHT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND 67718 NONIMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER SASH INFILTRATION TEST PRESSURE AND GLASS TABLES HEIGHT 64 1 f th` GLASS 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED DL[3I. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 DP CHARTS & GLAZING DETAIL.:.....2 SECTION VIEWS..................................3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAIL.......................6 HORIZONTAL SLIDER - NON -IMPACT -- 751/4" FLANGEWIDTH- - 74" MAX UNIT WIDTH - 36" MAX, SASH WIDTH --- 321/1 -{ ~ GLASS DLO 641/4" FLANGE HEIGHT 751/4" FLANGE WIDTH -74"MAX, UNIT WIDTH 36" MAX. SASH WIDTH — 321/16" y A GLASS DLO 53" } MAX UNIT B HEGHT 59 1/16" x MAX SASH HEIGHT 55 111611 GLASS DLO J__ ll-�> L_ T 1 A x B MAX. UNIT 2011 MTG. RAIL QLNERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT - EDITION. 1900 SW 44TH AVE SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW CWS.CC 3. CONFIGURATIONS: "XX". GZO PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): HORIZ. SLIDER -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. NONIMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR p DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR - WOOD ANCHOR CALCULATIONS. } m 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE y SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O 7. ALL FRAMES AND VENTS FULLY WELDED. �? Z 8. SERIES / MODEL DESIGNATION HS -620. H 9, THE DESIGNATION X AND O STAND FOR THE FOLLOWING. X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. di I 11. EXTERNAL WEEP SLOT = 5/16" x 2-1/8" LOCATED 4-1/2" FROM yyyyuuert BOTH ENDS. ►►►y ORE4b�+s� MAX. UNIT 2011 MTG. RAIL REINF. DESIGN PRESSURE RATING IMPACT RATING 74" x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 7Tr x 2" YES Lucas A. Turner 2015-04-27 21:05-04:00 No 58201 P t v: Err; gid: STATE OF zz � 4/27/2015 LUCAS A. TURNER, P E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Ifff CHE II Tul—I GENERAL NOTES AND ELEVATIONS aAwNav: - ".CAtE EMK 04/22/15 _. NG a: CWS -1059 'ALE SHEET 1.25 1 OF 6 9dOZ LL 133HS_ Wig' 690 L -SMO 'R 9 _'t DM,O 91/ZZ/40 NYU 31H0 __ -ki HMAM S�IV130 UNIZVM GNV SlaVHO 3lif1SS38d NDIS30 �kOLSdik1IY9ti� 1331i'$. 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SLIDEF NON -IMPACT _ � u F C a C F a a C V. u c IS 4. .; No 56201 ' Z ©t STATE OF ilossle 41160% 4/27/2015 LUCAS A, TURNER, P.E FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 3428 PH. 941-380-1574 �t€�' oEsCtliP9'IO.u: SECTION VIEWS RAWNRY: UAT€', EMK 04/22/1 wca: 'riti CWS -1059 - tALE: SHEET 1:2 3OF6 93017 34 133HS _ — __37s I _ - 6904-SM0 91/ZZ/40 N1113 3iva k9 NMvea 'NOjldtki;753,4.J-33H'3 4LS4-OBE-446'Hd 99ZI76I-1'1HOd HIHON �I '3AV VHVeyf 6EZt tozes # 3d l-1 f 3 d'H3NHn1'V SVom 9LOZILZIb - 1 IO J, 0 0 m0 <z F.. 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(TYP.) -, 11 MA. (1 8" MAX 0 C. (T` 3" (TVP) 4" MAX- (TYP.) w (TYP.) -- SEE NOTE 2 4" MAX. (TYP.) 3 � j ANCHO LAYOUT -FLANGE} �} INSTALLATION ANCHOR (TYP) 8" MAX. O.C. (TYP) ANCHOR LAYOUT - (FIN) NOTE THRU FRAME ANCHORS @ MTG RAIL YP. ) SEE NOTE 2 — INSTALLATION ANCHOR (TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ow,goy lLI rt WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 www CwS.Cc 620 PVC HORIZ. SLIDER NON -IMPACT m cn Z O L z> W _ Ir cc U U W O z 4�" STATE OF C z� 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES EMK I 04/22/15 13WG p:gEy1.: CWS -1059 - ScAiE. SHEET 1:20 5 OF 6 f� 1/4" O.0 VP.) f f x x ANCHO LAYOUT -FLANGE} �} INSTALLATION ANCHOR (TYP) 8" MAX. O.C. (TYP) ANCHOR LAYOUT - (FIN) NOTE THRU FRAME ANCHORS @ MTG RAIL YP. ) SEE NOTE 2 — INSTALLATION ANCHOR (TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ow,goy lLI rt WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 www CwS.Cc 620 PVC HORIZ. SLIDER NON -IMPACT m cn Z O L z> W _ Ir cc U U W O z 4�" STATE OF C z� 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 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C i N n = N n No = N o C m L o< a C m Ln c c° C m C:° C 2 {� N V c C 2 ,r, m N V C S l' N a al O M u� IO ((D a � m Z) 3 m m 3 � ro (D — W (D o — W, fD o 0 0 , l 2 0 l o 1 o 3 j o l 0 rD 3 0 3 3 r r 0 0 3 N O D O (D (D r O N N 0 N rt f0D O O O O r rt fD Ln I I! rt j I n T M n< m 7 (D r0 (D j Lnol 'may V OCI �p V is, ;a0 (T W;a CL m CL c rD 9 m n 7 ��(D Ln�rt Z, a H Z) D (n c (D(D(D N A rt 7 0 rt c W 0 rt N O 3 7 A J fN D a N aLn Ia vn vN fv a Ia o T m m 0 N n -n M n< -n -n (D Ori m ro L 3 Q-) �J C ,�.' �I V V DI V C aa J M a J 01 W <;,o7 a, 03 p0 a 1 n o 0 T r DAACL : " o (D CL 9 rD o< Onl ID(A N < n Z)D C N C D D 2 rD n C A K W O a a 0 < a iN a a fn Ia V) v N F n v N fL O M m mm V) tn p ii u n -n n<�� Ul rD V lu rD N V CL J'f 0- a - Q u0 vW;o= < < < (1 0 Arppy fDrDm4 N n 7 0 O rD Ln C _yr C D(!7C m CD 4 M n c W 0 O 7 =r jM �� CL a to Ia a v W T m m L9 N n Ln V W 3 C W m LW a Om 3-av r o Er - 9D n U3dn N Mz .0 m (DD no NR aac o H H O G m 3 O� I N " n "OC OC N rOr M M rt'?z°c o 2D0'r2 N 'a° N a (D G z (D S O 0 3 N c N O (D O O Ln a n� 00 =1a ac �. rt o m D< 14 f>r a O n T C n< T ((D Ul Dl N j Ori K w V N -_+l V _ 0 g V C rt V E a J M a a J G l 0-p0 O' CO ;o '< A7 < < Ol 0 0. m CL C: rD 'a fD n 7 0 A0 fD -A*"" 0 <yl D D (n c a — a• n rD A N � N a Or ; W O 7N zF(D� H a +� a OIIa m n a W T mm in V) w fD O Ln 3 zF rD n 0 rD F, N O N 0 0 a ill W _a n O CL (D O S) CD 0 0 3 m rD ro rD a # C I rnr OGacr a D n o 0, < o (D a a V I < n a 3 IA a 0 < a 9 3 O M m Z C 3 C ro 0 2 d 3 rD r r 0 0 3 N O D O (D r O N N 0 �° o N N N N Cl. O O O O r r r r r O FA 0 0 w fD O Ln 3 zF rD n 0 rD F, N O N 0 0 a ill W _a n O CL (D O S) CD ANCHOR CLIP 3" PVC MULL BAR - NON -IMPACT SHOWN w/DIFFERENT OPTIONS I I I I O � I ------ 1 I-6.II o I � II II' ------ T I li 0 II II II I O I I THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44 TH AVE 2. CONFIGURATIONS (SEE SHEET 2): VERTICAL OR HORIZONTAL, I. x IQ - II +I 41Q x II II !IQ I x (REFER TO SHEETS 2-3) 3" PVC 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE 't �-I �-1--4 �--� -- ANCHORCLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ............. A OP CHARTS ....... ................ _........ ..... .......... 2-3 BOM & EXTRUSIONS....... ..............4 EXTRUSIONS ..................................................5 SECTION VIEWS ... ....... .......... .................. 6-7 CONFIGURATIONS & ANCHOR NOTES _8 INSTALLATION DETAILS ...... .............9-10 ANCHOR CLIP ANCHOR CLIP L 9 UNERAL NarEs_ L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WIND0IW SYSTEMS -J THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44 TH AVE 2. CONFIGURATIONS (SEE SHEET 2): VERTICAL OR HORIZONTAL, FLORIDA 34474 FLORIDA www. www. 3.. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) 3" PVC 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE MULL BAR DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, NON -IMPACT 5. NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Q Z 4 3 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER z pwo w _1 o ¢ Z o DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. p - o z >-O o 3 Fn F LL w Z H� 2 S 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O OU O APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE U) (3¢a F � a APPROVAL. ❑ Z z p Dp- 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL Z C cc OCOU�i F- — LL � p O LL z 2 �¢¢ O H H Z — LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS F- RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, HO > n 3 pvi BUILDING OWNER OR CONTRACTOR. w LL w U) ❑O w En w Fr Z O a- O= > 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS p w H DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY H a LU LU 3:a CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR a EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11 HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Ail EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:10+20:00 No 58201 E°Slp� STATE OF ;tea: Xx 9/36/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEE! WhzURMTION GENERAL NOTES AND ELEVATIONS AmmiN If, QA'f c RS 04113109 7WGP. REV CWS -430 C ;CA F. SHEET 1.25 1 OF 10 OLEO% L:l L33HS 3la:is 0 OEb-SMO 601E LlbO ? 1?[nl cq N1,tkHCl MAOHONV b d110 L9LL JO ZZSL 1aVHO d0 Nrlf '7���1133H} bL9L OAf. 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HOLLOW or GROUT -FILLED WITH THE 1767 CLIP. CLIPS USING SIX (6) #10 SCREWS INTO WOOD -or BLOCK REQUIRE SIX (6) 1/4" ELCO ULTRACONS 1. H Z ISINGLEI i z Z J a OPENING WIDTH (in.) J ITRIPLEI J Ir UNITS BELOWI I Fes-- MULL LENGTH — 39 45 51 57 63 69 75 81 87 93 99 106 318 114 120 132 144 37 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 423/4 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 106 483/4 120 120 120 120 120 120 120 120 120 120 120 120 115 110 100 92 53 1/8 120 120 120 120 120 120 120 120 120 120 119 112 105 100 91 84 57 120 120 120 120 120 120 120 120 116 109 102 95 89 84 77 71 63 120 120 120 120 118 108 1 99 92 1 86 80 76 1 70 66 63 57 52 66 3/4 120 120 120 109 99 91 83 77 72 68 64 59 55 53 48 44 72 120 107 95 86 79 72 66 62 57 54 51 47 44 42 38 35 = H 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 1 30 z 80 88 77 69 tit 57 52 48 45 42 39 37 34 32 30 28 25 Lu 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 -j 90 62 54 46 1 43 39 36 34 1 31 29 1 27 26 24 22 21 19 18 96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 - 102 42 37 33 29 27 25 23 21 20 19 18 16 15 1063/8 37 32 29 26 24 22 20 19 18 17 16 - 114 30 26 23 21 19 17 16 15 - - - 1211 26 22 20 18 16 - - - 126 22 19 17 15 132 1 19 17 138 17 - - - DP CHART IS FOR: NON -IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION x (~7 Z J I 1 I F OPENING SIZE----] OPENING SIZE F� TWIN VERTICAL MULLION f H 1. H Z ISINGLEI i z Z J a J J ITRIPLEI J Ir UNITS BELOWI I Fes-- TRIPLE VERTICAL MULLION F-- OPENING SIZE --i OPENING SIZE F� HORIZONTAL MULLION Ckunm- WINDOW SYSTEMS 1900 S W 441 H AVE OCALA, FLORIDA 34474 www.cws.cc 3" PVC MULL BAR NON -IMPACT ? O azo 0- l-w§ z��g= z zz:2< =W00 O OHO a=FCC C] U co � Z Z 0DU- �wOOz<10 Z wU- -wowmw www OJ/JF w1 - a 0 a�a> ow = a W3wf° 7.Rd REWl�rrr� Nc se2o1 } �'. STATE OF yli ,tO�IV10 .�S C^+ i 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION DP CHART 1767 CLIP 6ANCHORS DRAWN W, ID,aE. RS 04113109 riY$G 0 HEV CWS -430 C `tiiLE SHEET 1:1 3 OF 10 N ISINGLEI i z TWIN I a OR O ITRIPLEI UNITS BELOWI I Fes-- MULL LENGTH — Ckunm- WINDOW SYSTEMS 1900 S W 441 H AVE OCALA, FLORIDA 34474 www.cws.cc 3" PVC MULL BAR NON -IMPACT ? O azo 0- l-w§ z��g= z zz:2< =W00 O OHO a=FCC C] U co � Z Z 0DU- �wOOz<10 Z wU- -wowmw www OJ/JF w1 - a 0 a�a> ow = a W3wf° 7.Rd REWl�rrr� Nc se2o1 } �'. 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MM10S )431 OV3H H3HSVMX3H OL# 9691.-S H31dVOV 310NVId RL04-S H3A00 1H01H 'NId 'dI1011nvv ,E 310NV-1 Hb00 L9Ll d RL IHMG1N1 NOIllf1W 9691,-S dVOdIHO 9LIL OHV(1NVIS 'd110 -rim ,x 31E)NV-1 9LIL (S-}. - Zn 4Ol) ..4(1. L L°ll 9LIL1. ELO-ZZ91-3 _Zn�4� dVO Hve iinW 1NAvmoo0 IVAOHddV IINn MOONIM Ni O31d103dS'(ZL# HO 00) 37IS M380S (iOOM 3Sl1 . MM10S )431 OV3H H3HSVMX3H OL# 6l 1H01H 'NId 'dI1011nvv ,E 310NV-1 Hb00 L9Ll d RL J AA -i 'Nld 'dll0 -iim X 31E)NV-1 1t,00-L9LL-d L L OHV(1NVIS 'd110 -rim ,x 31E)NV-1 100-L9Ll-H 9L d110-1 031101S ..E 900-ZZ9L-d 9L d110 iinlN Nld NOU0nKMO3 M3N 03LLOlS..E - ELO-ZZ91-3 K dVO Hve iinW 9SK-d EL H3nOO HOIH3INI N0Il1nVq 91,09-S LL H31dVOV 30NVld 969L-6 OL dVO dIHO 9691-S 6 1NV1V'AS 9 _ d113 NOI-nnN L691L-S L d110 HOHONV 11RW lld OH13H ZZ9l-S 9 H3HSVM1Vld01,# b ONIZ SdI11Hd OV3HNVd '..Z/L L x OL# E (molaq Alm eas), MMM X31 OV3H H3HSVMX3H Z1# HO 09 Z 39fLL NOI-iim £ x ,9/E L 99LL-H _ L N0I1dIHOS30 # 1NVd I W311 1 NOTE: IF USING CLIPS WHICH REQ. FOUR (4) ANCHORS PER END (REFER TO SHEET 2), THE MIDDLE HOLE (CIRCLED) MUST BE USED WITH ANY OTHER HOLE AS REQ'D PER EDGE DISTANCE. "L" ANGLE 3" MULL CLIP, FIN (LEFT) F -1767-004L OLfiS1UE. "•L" ANGLE 3" MULL CLIP, FIN (RIGHT) F -1767-004R 4 318 1 I FRAME PE OPENING "T MULLBAR CLIP "L" MULLBAR CLIP (F -1522 -XXX) (F -1767 -XXX) NEW F-1522-013 F-1767-001 FLANGE RETRO F-1522-006 F-1767-001 NEW F-1522-013 F-1767-004(L&R) FIN RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 F— 2 3/4" -�-- 2 1/4" ,- -(�D) I 5PP 12 94.1 27/ { — � 1 1 34' (L7(j 7/16" 1 HRU (TYP) — - 1/4" 1 HRU (TYP) 1/2" I r1u I slue: 3" "L" ANGLE 3" STANDARD MULL CLIP - F-1767-OU1 WINDOW SYSTEMS *ffl' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR NON -IMPACT K 3 aZ3 F- owu ¢Wo w z0? a��t ❑ an >OW3�.m LL �ZF3g= 0 OFo a a w 0 0 0(r3 F-ZaPwm ❑z-� Zl.-00 Z 0 7 0U(n 0— aQry3pw�opZ W n 0 ir(n 0 W° w LL Ln W OJu3F- a p w F 'L W>i3 a F a IY W a ti�+�;YtUR� 4V(rrrr4 f No 58201' © ; STATE OF �z 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 S7iEE1 E,Eii�GtilF`I'N)M. 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TU S- VERT, MULLBAR SEL' I ION �)i7.ANGE RAMS WIWUVr_ SECTION VIEW A -A Qvkm'�J WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULLBAR NON -IMPACT K �: < owoawom w zoz �r?� o a0�>0x�:m LLHw z- 3:2x O OF=00< U Urn�ZaFv~id ?rte n O Z o w Z o I--'20 0 w Z 2<O - tO- 1~LI Oozui �3r LD wowww Z w wa . 0 (n CL ui aTX> F a w3ww I, 4" MULLBAR (H-1759) r (SEE SEPARATE APPROVAL FOR --. lt�nnrr APPROPRIATE DP CHARTS) NOTE 1 J I I 011 SEE NOTES 1& 2 (2 EA /CLIP) j C + 4" HORIZ. TO S" VERT. MULLBAR SECTION 4 t4LANG FRAME WINDOW .. No 58201 :'l3 Q•`. STATE OF •'1U= F 7 1 SEE NOTE 1 5" " 41i 11+ SEE NOTES 1 8 2 Z (2 EA/CLIP) 9/26/2017 CJ 3' HORIL TU 3" VERT. MULLS M SECTION 4:. — LUCAS A, TURNER, P.E. �Ii iwwir�l5�}W FL PE # 58201 � 1239 JABARA AVE. ( NORTH PORT, FL 34288 PH. 941-380-1574 NO E S: .�_ 9y�'hiGET 1];kiL:IC1f°.t1Ut+j: 1_ SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 19 (CITY 2), AS SHOWN ABOVE, 9 SECTION VIEWS 2, PRE -DRILLED HOLES (THRU H/V CLIP 1897), BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE �D-ANWN 61 - UAiE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2", RS O411 j168 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ,DWG M rRey REGARDLESS OF ORIENTATION (Le., HORIZONTAL OR VERTICAL), THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL, CWS -1301 C 'Si_4LE SHEET 1,2 7 OF 10 OL HOB L L L. 133HSIvssl O OEb-SMO A31d k Oma MUM SH 31V(i 0 Nuvaa S310N 30VaOHONV (INV SNOUVaJnO HNOO �N411,iM7S3P k33FiS 4LS L-OSF.- Lbfi ' Hd WK -H 'la0d HDAON 'AAV VdVBVf 6EZl. 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MOl]®d 'siwinnonci 1VAO2JddV ilNn MOONIM 3H1 NI O31H103dS ION SI 1N3WH0V11V WONIWf1lV HI 'S1N3W0000 lVAMlddV 11N0 MOONIM NI 031HI03dS SV 3WVNH nHHl i1V8111]W OI (S)IINO M00NIM HOV11V 'NOlIV001 Hill 1W 1V - L cn mem m m m WKOm p=m m mcnM0cnX m m �Z .nm,�� OCW O Z 0 Z "' H10N31 IIOW C� Z Z O ,u Z�, X -q >OO,O O IMOl39 Nnl ED **0<�mD —� 0 13ldlalI 0 Z0m m 00m> pmo z --♦ HO m I I z NIMl * Z D :� Z Dr 13-10NIS1 0 Ln N m 13VdWI-NON bda iinw ClAd ..£ NoninW lV1NOZI8OH 00 SMO'MMM HLHHE VOIHOIH 'VIVOO 3AV H10b MS 006 L i SIJ�73��1775��A}}S MOdNIM � �, .L�Gif1LLlJ��� --I 3ZlqONIN3d0 N011 m 1VO11H3A 3ldlNl - 3ZIS ONIN3dO ---� NOIllf1W 1V011?J3A NIMI c z n T 37IS 0NIN9dO I c r m C) x _1 NOII M 1V011H3A 3ldRil T39AO WOSNVHl F--- 3ZIS ONIN3dO C r m x -A Nnn-inW 1VOI1H3A NIMl?J3AO WOSNVIil S310N RETRO FIT MULL BAR CLIP MULL BAR TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS S' RATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2-0 KSI MIN.) 3/16" ITW TAPCON 1" 3" CO I MIN.) 3/16" ELCO ULTRACON INSTALLATION ANCHOR 1" HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN, SOUTHERN PINE (G=0.55) SEE TABLE 1 SEALANT ALONG 718" OR ELCO ULTRACON ADD STRUCTURAL ELEMENTS _ OUTSIDE EXPOSED 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD — - AS REQ'D TO MAKE LEVEL FOR EDGE BY INSTALLER THRU 0 060" 7116„ 1/8" ALUM. (6063-T5 MIN.) OR ;410 GRADE 5 SELF -TAPPING ! FULL THREAD MULL BAR PERIMETER SEALANT (DRILLING SCREW THRU 0.125" 7116„ BY INSTALLER MIN. EMBEDMENTSEE INSIDE AND OUT TABLE 1 SUBSTRATE BY OTHERS - - SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 _ (-p YERTICAL SECTION 1 -9 / TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FUR FLANGE INSTALLATION TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS S' RATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2-0 KSI MIN.) 3/16" ITW TAPCON 1" 3" CO I MIN.) 3/16" ELCO ULTRACON 1-314" 1" HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN, SOUTHERN PINE (G=0.55) 3116" ITW TAPCON 1-318" 718" OR ELCO ULTRACON 2X MIN, SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KW IK -FLEX OR ITW FULL THREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0 060" 7116„ 1/8" ALUM. (6063-T5 MIN.) OR ;410 GRADE 5 SELF -TAPPING ! FULL THREAD 1/8" STEEL (33 KSI MIN.) (DRILLING SCREW THRU 0.125" 7116„ "L" ANGLE. MULL BAR CLIP TWO REO'D PER EACH END OF MULL MULLBAR --- - - -- - INSTALLATION ANCHOR SEE TABLE 1 SEALANT ALONG -- ADD STRUCTURAL ELEMENTS OUTSIDE EXPOSED AS REQ'D TO MAKE LEVEL FOR EDGE BY INSTALLER MULL BAR PERIMETER SEALANT BYINSTALLER MIN. EMBEDMENT INSIDE AND OUT f+ SEE TABLE 1 SUBSTRATE BY OTHERS�- SEE TABLE 1 F--- MIN. EDGE DIST. SEE TABLE 1 E VERTICAL SECTION e/ TYPICAL FLANGE ("IL Ai' GLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1- BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME, 2- SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION - 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEET 2. TWO (2) or THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP, 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. WINDOW SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR NON -IMPACT -� N- 58201 :` Y'S�; STATE OF fiW 922017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 • i41EhL�V'7Pi1pry, INSTALLATION DETAILS FLANGE ®W4WRFIY: -- UA1E. RS 04/13/09 mwa7c-. _ .. 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HAS BEEN VERIFIED FOR COMPLIANCE IN ACOOROATICE WITH TH£ -ZU17 Mh EDITION) OF THE FLOR:JA RuMnr CODE. THIS STORM PANEL SHALL hM BE INSTALLED AT HIGH VELOCITY HIIRRICAOF PONES (MJMJI-DADE / BROWARD COUNTIES). DESIGN -WIND DADS S,IMLL BE DETERMINE]} AS PEP. SECTION 1609 OF THE ABOVE UENRONED CO,E.. FOR A WNND SPEED15 REOVIP£D BY THE JURISDICTION WHERE THESE SHUTTERS WILL. BE INSTALLED AND FOR A DIRFCT4q JAUNTY FACTOR Kd=03S, LAI.N0 A -CF 7-10 FOR INSTALLATIONS UNDER 7017 'Br ALtr, SHALL NOT EXCEED THE MA'YIMIIM jA.S.D,) DESICTI PRESSURE RATINGS INDICATED ON SFIEETS 7, 7, 9 THRLI 17 IN'0 Or"P TO VERIFY THE -POVE CO".DITIF4N, fl I.TIMATF DESIGN WIND LOADS. DETERMINED PER ASCE 7-10 S1141 L RT FIRST RMULFO TO AST) DFS,GN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COVPARE THESE Wr MAX, (A.S.B) DE!AGN PPESSURE RATINGS ININrATEO ON SHEETS 2, 7, 9 THRLI 17. IN ORDER TO VEP.IFY THAT r:OVFt,3Tf945 AND ANCHORS ON THIS P-E.D. AS TESTED WERE NOT OVER STRESSED, A 33% RICREASE IN ALLOWABLE STRESS FGR WIND LOA1 3i WAS TOOT USED IN THEIR ANALYSIS. A DURAnON FACTOR CD=1.60 WAS USED rGR 4.RIFICATION OF FASTFNFRS IN 0000. STDRM PANEL'S AOFOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDkNCE WITH 5ECTHIN I6G9.T.7 Or THE ABOVE, MEIITIDNEO CXXI'E AS PER A.MOR[CAId TEST LAM REPORTS If 0377.01-05, IF 0812-01-0i ANO N 0119.01-08, PER ASTM E IBB15-117 E 19Df02 AND ASTM E-330 STANRARDS, OUAUFIrD FOR WIND TONES 1" 2 AND 3; HIGSII F TrPF U (BASIC, PROTECTION ONLY) A140 FOR INSTALLATION AT NON FSBENTIAL TACILITIET, A5 DmNER BY SECTIONS 5.7.1.1 ANTI 5.7.1.1 .Or ASTM E 1995-07 ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY, 3 ALL ALUMINUM EXTRUSIONS SHALL BE AUIMYIfUMASNATION 606,7-T6 ALL4Yf &'TENFER UNLESS OTHERWISE NOTED. STORM PANEL CO'UPONENTS Q STUDDED PLATE AND1 SNAP 'FAP ARE PATENT PENOINO. 4 All SLRFW; TD BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT.004TED CARBON STEEL AS PER DIN 50018 W1 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUIL DING CODE �FGiTnN ?a 1 1.3.3 5 BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH, 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4"0 TAPCON A tHORS AS k1ANUMIUREl7 BY I.T.W./IMOILDEX, 1/4"0 F.G. TAPCONS AS, MANUFACI'UREO BY Ih9/ BUJ DEX -1/4"0 PANEL ;VATES AITCHORS MAI F OR ]VAS AS 1JAJiLIrA,( eUpED. BY ELCO CONSTRUCTION PRODUCTS. X 3/4" SOLID SEF ANCHORS, AS ❑ISTRIBUIEO BY ALL POINTS SCREW, BOLT & SPED!ALIY COMPANY. NOTES: A 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO PANELMATE AND ELCO NAS 15 2 A2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO CTR!CCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO A3) IN L-npr THAT PR{CAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUNDON THE EX$Tt" WALL OR "Lor"", ANCHORS SHALL BE LnNC-ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE ':HA1.1 BE AC 114.11CATED ON NOTES A.1) & A.2) ABOVE. (R) TO EXISTING CONCRETE BLOCK WALL_: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. -1/4"0 S.G. TAPL_T)N5 AS MANUFACTURED BY ITW/ BUILDER. -1/4"0 PANEL MATE- ANCHORS MAIF OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS- -1/4"0 a 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY NOTES: B.1) MINIMUM EMSEOMENT (TF TAPCON ANCHORS, 5,G. TAPCONS, ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE f 1/4". B.2) ^3/4"f SDIJO SET ANC4055 SHALL BE ENTERLLY EWPEODED INTO THE CONCRETE BLOCK UNIT. NO ENIMMIE#T INTU STUCCO SWILL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/7" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STL&.O. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDIrATED ON NOTES IN B.1) & 8.2) ABOVE. (C) TO F ISPNG WOOD FRAME BIPOINGS, SEF SPECIFICATIONS ON 514EEM 12, 13, 14 & 15. ANCHORAGE SHALL BE PEWORUED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. (D) ANLL{ORS SNAIL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7- PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 13 . (SHEET 4 THRU 6) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED B. R SHALL BE PIE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRLY'TNIRE WHERE SHUTTER IS TO RE ATTACHED, TO INSURE PROPER ANC1rDRAGE. THIS SHIRTBR SHALL ONLY RE ATTACHED TO CONCRFTE, FLOCK OR WOOD rP4MP RIJILOIFIGS, 9- THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL 5FNrTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT- WITH THE BUILDING TO PHLVEIrT WIND/RAIN INTRUSCN. CAULK AND SEAL SHUTTER TRArKS ALL AROUND FULL LENGTH 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS OFNERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) f,047BACTOR Tn BF RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASFD ON THIS P.E.D. Fr&MED HE/SHE DOES NOT DEVIATE FROTI THE CONOTTIONS DETAILED ON THIS DOCUMtNT. CONSTRUCTION SAFETY AT aITE 15 THE COf9%L TOR'S RESPONSIBILITY, (a) THIS RED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO -R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE. RED.. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PIED, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 11, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1704.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE J.FNIIf/rrxi xj s1 C E " s Tt No. 44167 ._ ]TATE t)F i �J7Af� �.Z��' 1 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High VelociN Hurricane LI f0 C 133HS •us:1e `gym '9 - +`i ap� ':7d -r 1 .iu V 1131'NN °N J WV&Q s'ra '^° [ LAYOGu-EI L60 -Ll 91L1-IYY(19C)XY! 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CONCRETE BLOCK & 2' TO CONCRETE - - - - T.. -- eonl. v _7_ _ I c EL male �(',Y7S31N1: PoONCURECONCRETE %1„ _ T+4,NfL,4NTE nWQ AVeHOR.S OR 114. 0 I SY£E! ANGLE LINTFI OR CONCRETE BLOCK TAPtONS OR lf•' N E{CO AM AS APPLICABLE WALL F£IXnMO PANEZU.ItS (SEE SrHfftkiJ.E Fm .2UCMT OPTION is 5,ECTION 11 A C. O. EO6E DISTANCF. (SEE SCWEL' ON EXISTING I 1/6' VIN d' - — J },?' _ BRICK VEENER NOTE FOR COMBINATION Or SEC77ONS : PENETRATION TO MAX AGX WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED TRIMS MAO BOLTS' ARF I a,!•0e_jfJ1 YNICK WW ANLMv'Jr SCREW WJEW., CONCRETE BLOCK IN ANY WAY TO SUIT ANY INSTALLATION. AS PER NOM A.2 & P_7 (,ST(EET I) (2.00" DEEP) & 2' TO CONCRETE Iu ' • C �+ II11` �� � L E C V I N c EASTERN METAL SUPPLY, INC D'/D„`VI' # ''�' ' 3i�� J�yyy�,A TIU3T TESTIpm & ENGIWCE1TI94 cONPAI.IWESr FTFS 311 i'4 'er9wa rt1MteL if�ls A266 Wtsr Raps aRn'r PALM BEACH, FL 33407 PHONE: (56!)209-8263 M. 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CONCRETE BLOCK & 2' TO CONCRETE - - - - T.. -- eonl. v _7_ _ I c EL male �(',Y7S31N1: PoONCURECONCRETE %1„ _ T+4,NfL,4NTE nWQ AVeHOR.S OR 114. 0 I SY£E! ANGLE LINTFI OR CONCRETE BLOCK TAPtONS OR lf•' N E{CO AM AS APPLICABLE WALL F£IXnMO PANEZU.ItS (SEE SrHfftkiJ.E Fm .2UCMT OPTION is 5,ECTION 11 A C. O. EO6E DISTANCF. (SEE SCWEL' ON L.�..,.A.� - SOF WALK 8rLFS Apr !MAO MLCNTNE NOTE FOR COMBINATION Or SEC77ONS : FLORIDA SCREW Wf{ENGtof AS PER WTES A.2 & 83 (SHFI'T 1) 'Zane WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED TRIMS MAO BOLTS' ARF I a,!•0e_jfJ1 YNICK WW ANLMv'Jr SCREW WJEW., 0.050" BERTHA ALUMINUM STORM PANEL IN ANY WAY TO SUIT ANY INSTALLATION. AS PER NOM A.2 & P_7 (,ST(EET I) JL(1t(FrArrr . `�A. T!! {pt`�JT�'�".. L.�..,.A.� C FLORIDA BUILDING CODE (Hon Hlgh Velocily Hurricane 'Zane o N�. 44167 [2017 TIL ±az. 0.050" BERTHA ALUMINUM STORM PANEL L.C. 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MOUNTING INSTALLATION - SECTION 13 SCAIF : 1/7- = 1' E D. EDGEOISrANCE (SEE SCNEOULE ON SHEETS 9, 10 A 11) NOTF FCR COMB/NATION OF SECTIONS WALL/FLOOR/CE21NG MOUNTING SECRONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALIARON. 1;' STUD 0 ® 122' o. C. S I w 4 i i1 I J 11+ ! 1 2", 4'r.rz" ,7105-H14 OR 6063-T6 ALLOY C.M. Alum ANGLE CASE A Plan SCALES 114- .- l" kA w, J'. -'+._ -V OR CONCRETE BLOCK WALL OFEW REP O rFFf) CON.:PI7F ON COr.`L'RE7T B1nc+` t •_. wAr,L aEPINNFD "l CASED (Plan) SCALE. 114" r" a rLY . r rss� X = BUILD OUT DISTANCE 7 II— TRACKS (IYP) !I4`F 6C. 4`a 4"40010E-7- d 9f" O. C. C -I.- Alm A L E'-i'd AtiOY wfrAGKNUr Cwt. Alum L9yGLE CASE B (Plan CASE E (Plan) SCALE: 1/4„ = 1" EVD_ CLOSURES DETAILS FLORIDA BUILDING CODE (Nvrr High Velceiiy Hurricane Zone, 4 ` 67017 ALTECO, )AO. 0.050" BERTHA ALUMINUM STORM PANEL L0 (2.00" DEEP) OR1eN BY EASTERN METAL SUPPLY aTe INC °' 4TE. I L ECO INC 47eB wEsr aaAos DRfVf r 'h ,� TrLLIT i[3T0l0 L ENG1NECRINO C0L4P l+lY MET PALM BrArN, R PJ]407 17_097 rr m^ Mw, ]fan k. f<. Ia?tlli Wpqpn', ry. s+e•. HONE (561)709-8763, FAX: (SBf)841-1716 j..'r ,;,,i 'w+rn f!Iljfrl-1!x , rn : {yAy}7f..t�I oausrma r.rz DRAWING Ns li SIAL e13--DpD6T19. MWER A 71LLAT J, PEnA 'ZwMs - SWEET 8 OT IT s .. FLOaIRA Lrc 4.Ai 67' f /1) AWAPED COTC.0F — ALTERNATE IEG LOGTION OR CONCRr;rE Bto:F.• WALL NEOWREO .055' Conf. r-7.4aR" d CONCRETE ANf.HCRS 7 POURED CONCRETE OR CONCRETE BLOCK O /7- O G �:• WALL a[ouraEo — CONCRVE ANCHORS METAL Alum, DENT PL47E 0 I7' 0. C. kA w, J'. -'+._ -V OR CONCRETE BLOCK WALL OFEW REP O rFFf) CON.:PI7F ON COr.`L'RE7T B1nc+` t •_. wAr,L aEPINNFD "l CASED (Plan) SCALE. 114" r" a rLY . r rss� X = BUILD OUT DISTANCE 7 II— TRACKS (IYP) !I4`F 6C. 4`a 4"40010E-7- d 9f" O. C. C -I.- Alm A L E'-i'd AtiOY wfrAGKNUr Cwt. Alum L9yGLE CASE B (Plan CASE E (Plan) SCALE: 1/4„ = 1" EVD_ CLOSURES DETAILS FLORIDA BUILDING CODE (Nvrr High Velceiiy Hurricane Zone, 4 ` 67017 ALTECO, )AO. 0.050" BERTHA ALUMINUM STORM PANEL L0 (2.00" DEEP) OR1eN BY EASTERN METAL SUPPLY aTe INC °' 4TE. I L ECO INC 47eB wEsr aaAos DRfVf r 'h ,� TrLLIT i[3T0l0 L ENG1NECRINO C0L4P l+lY MET PALM BrArN, R PJ]407 17_097 rr m^ Mw, ]fan k. f<. Ia?tlli Wpqpn', ry. s+e•. HONE (561)709-8763, FAX: (SBf)841-1716 j..'r ,;,,i 'w+rn f!Iljfrl-1!x , rn : {yAy}7f..t�I oausrma r.rz DRAWING Ns li SIAL e13--DpD6T19. MWER A 71LLAT J, PEnA 'ZwMs - SWEET 8 OT IT s .. FLOaIRA Lrc 4.Ai 67' f /1) .055' TO ALTERNATE IEG LOGTION .055' Conf. Alum. ANGLE OR .OBD' 3105-H154 SHEET METAL Alum, DENT PL47E ASE C (Plan SCAT F- 1/4" - I- "2" 2" r J' x .093' 3105 H-14 Oa -T 6 76 6063 - ALLOY C.M.Al— ANGL.F WIT606 HORS 0 0. C. f Rlri' " HALF PAATI >_ 114` GAP r fI � POIIREO CONCRETE kA w, J'. -'+._ -V OR CONCRETE BLOCK WALL OFEW REP O rFFf) CON.:PI7F ON COr.`L'RE7T B1nc+` t •_. wAr,L aEPINNFD "l CASED (Plan) SCALE. 114" r" a rLY . r rss� X = BUILD OUT DISTANCE 7 II— TRACKS (IYP) !I4`F 6C. 4`a 4"40010E-7- d 9f" O. C. C -I.- Alm A L E'-i'd AtiOY wfrAGKNUr Cwt. Alum L9yGLE CASE B (Plan CASE E (Plan) SCALE: 1/4„ = 1" EVD_ CLOSURES DETAILS FLORIDA BUILDING CODE (Nvrr High Velceiiy Hurricane Zone, 4 ` 67017 ALTECO, )AO. 0.050" BERTHA ALUMINUM STORM PANEL L0 (2.00" DEEP) OR1eN BY EASTERN METAL SUPPLY aTe INC °' 4TE. I L ECO INC 47eB wEsr aaAos DRfVf r 'h ,� TrLLIT i[3T0l0 L ENG1NECRINO C0L4P l+lY MET PALM BrArN, R PJ]407 17_097 rr m^ Mw, ]fan k. f<. Ia?tlli Wpqpn', ry. s+e•. HONE (561)709-8763, FAX: (SBf)841-1716 j..'r ,;,,i 'w+rn f!Iljfrl-1!x , rn : {yAy}7f..t�I oausrma r.rz DRAWING Ns li SIAL e13--DpD6T19. MWER A 71LLAT J, PEnA 'ZwMs - SWEET 8 OT IT s .. 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REOVIRED ED- 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) 1/4" 0 LONG ELCO IL EC O ewe. EASTERN METAL SUPPLY, INC 1268 *EST ROADS ORAE *FST PAW BEACH, R .734D7 PHONE: (561)109-8263, J'Ax: (561)841-1716 07/16/17 DATE, PANEL MATES OR S.G. �l Min. (6063-T6) !Dram, wl i•,'• Alum. TUBE W/ 1/4"0 r 3/4' TAPCONS W/ 2- Min. 7i1S;/81,4LDEA'_ LAG SCREWS TO EACH JOIST. TFR SCRi-w _ THREADED PENETRATION ---{4 }C.nrrt. AT MIDN'IDAI OF EXISTING WOOD r TO EXISTING WOOD { I NOAGNAL WIDTH) j I W/ 2' Min. HEADER. (SEE SCHEDULE) ---1 SEPARATION PENETRATION, ' I 7/8'0x 3/32" o WING NUTS ® 12. 0. C. I I V 0010 HEADER EADER REOUIRED JW TO W IXSEPJRAnON AS_ U I I � I W ' I Z 7/8" e r 3/72" W • '' IWNG NUT 0 EVERY 57UD W I r i a ' I e I � I I 0 WOOD TRUSSES OR RAFTER ® 2a" D, C. REOVIRED ED- TO GLASS I: 1 I I I AL TERNA TI VE 1 OA SCALE : 1/2" = I" (LIMITED TO +60.0, -66.0 p.s,f DESIGN LOAD AND UP TO 9'-0" Mox. PANEL LENGTH) 7/8"0 x 3/32" WING NUT ® -� EVERY STUD 0 12" O C. rranl, 1 2 x P " 4LDATT Cont. RE 4" r` 1/4 0 TAPrQNS 1 W/ 1 1/2 M;n. THREADED PENETRATION - _ - 11 11111WIT1.TH OF PLATE. (SFE Sr:HE+?ULE) AL TERNA TI VE 9 AL TERNA T1 VE 10 .SCALE : 112" SCALE : 1/2" = 1" INSTALLATION DETAILS DN EXISTING e)D BUILDI r. -z 2" x 6„ WOOD DECK RFOUIRED 1.DOn" F- ALIOWED1.Y Mr+J'. I 1/4" 0 TAPCONS 1v/ r 112" Mr,- TITREADED RENE7RATION (-VEE SCHEDULE) NOTES: I. INSTALL ANS ARE ONLY VALID F -OR MAX. A.S,.D, DESAN PRESSURE RATING & PANEL'S .LT;"NGTHS AS PER SCHEDULES ON SHUT.? (EXCEPT AS. NOTFO) 2. SEE ANCHOR SC14F_DULE ON SHEET 16 & 17. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, NOTE FOR COMBINATION OF SECTIONS = ,Ij1J 1117r7i ,x ` HALL/FLOOR/CFIUNG MOUNTING SECTIONS CAN B£�i..+�� i�,�. • w - COMBINED IN ANY WAY TO SUIT ANY INSTALLATIONtiIr; ` 67 FLORIDA BUILDING CODE (Nan Hlgh VOlaalty Hurrfcene Zone) 01017 7H16r.D. J-. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) ' Lc. DRm RY IL EC O ewe. EASTERN METAL SUPPLY, INC 1268 *EST ROADS ORAE *FST PAW BEACH, R .734D7 PHONE: (561)109-8263, J'Ax: (561)841-1716 07/16/17 DATE, TWT TE9TIH0 F ENWHIEERINO f,01APAf' + 19I6a1 _iiN . rr , dllTf-Ivr {71. [6iM719 �l Min. (6063-T6) !Dram, wl i•,'• Alum. TUBE W/ 1/4"0 r 3/4' ' (3)5/16"0x 4" 7i1S;/81,4LDEA'_ LAG SCREWS TO EACH JOIST. TFR SCRi-w LOCATE SCREW ® 6° 0. C. ---{4 }C.nrrt. AT MIDN'IDAI OF EXISTING WOOD r MEMBER (2" Min { I NOAGNAL WIDTH) j I W/ 2' Min. ;.^� Di THREADED ---1 SEPARATION PENETRATION, ' TO GLASS I: 1 I I I AL TERNA TI VE 1 OA SCALE : 1/2" = I" (LIMITED TO +60.0, -66.0 p.s,f DESIGN LOAD AND UP TO 9'-0" Mox. PANEL LENGTH) 7/8"0 x 3/32" WING NUT ® -� EVERY STUD 0 12" O C. rranl, 1 2 x P " 4LDATT Cont. RE 4" r` 1/4 0 TAPrQNS 1 W/ 1 1/2 M;n. THREADED PENETRATION - _ - 11 11111WIT1.TH OF PLATE. (SFE Sr:HE+?ULE) AL TERNA TI VE 9 AL TERNA T1 VE 10 .SCALE : 112" SCALE : 1/2" = 1" INSTALLATION DETAILS DN EXISTING e)D BUILDI r. -z 2" x 6„ WOOD DECK RFOUIRED 1.DOn" F- ALIOWED1.Y Mr+J'. I 1/4" 0 TAPCONS 1v/ r 112" Mr,- TITREADED RENE7RATION (-VEE SCHEDULE) NOTES: I. INSTALL ANS ARE ONLY VALID F -OR MAX. A.S,.D, DESAN PRESSURE RATING & PANEL'S .LT;"NGTHS AS PER SCHEDULES ON SHUT.? (EXCEPT AS. NOTFO) 2. SEE ANCHOR SC14F_DULE ON SHEET 16 & 17. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, NOTE FOR COMBINATION OF SECTIONS = ,Ij1J 1117r7i ,x ` HALL/FLOOR/CFIUNG MOUNTING SECTIONS CAN B£�i..+�� i�,�. • w - COMBINED IN ANY WAY TO SUIT ANY INSTALLATIONtiIr; ` 67 FLORIDA BUILDING CODE (Nan Hlgh VOlaalty Hurrfcene Zone) 01017 7H16r.D. J-. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) ' Lc. DRm RY IL EC O ewe. 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PENETRATION TO EXIS77NG I It11`t, AY0EII 1/4' Y-20 S. S. MA(:f!.YIE • (SEE 7F;11EDiRE) BOLT. M/ Nil! k MASHER O 12'0.0 EASTERN METAL SUPPLY, INC DD7/76/Il „r: / _ 1 _ - I fi Cnnl W)NC N O RY S � N I 0 12 O 11' O.. C. 4� • � E�I'.m -0GOe71R �rt CRAWING No -'ICH A. TILLIr 6!., P.E, _, FLDW0, W. 4447 Cant , SHEET 15 OF 17 WOOD HEADER I REDUrRED r0 5LA4< V I W 3/32" WING NUT O 12' O C. -- ' -O 2 X 6 WOOD - DECK REDO -{ 9.210'- �-- Conti ._IL - )/1'0 TAPCONS W/ 1 1/2' MIN. THREADED PENETRATION (SEE SCHEDULE) ALTERNATIVE I SCALE : 1/2' - 1' M07ES: 1. ANSttALEAAWNS ARE ONLY VALID. FUTJ MAX, A.S.D. DES16N PRESSURE RATING AND AdAffl.'S LENGTHS AS FV? SCHEDULES ON SHEET 7 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. -T FOR NEW WOOD ,rRAAI€ COA'S'IRUCTION.• WOOD knla ERS TO BE SOUTHERN PINE N0. 2, W/ SPECIF7E'[!£'NsrITY OF 0.55 OR FOIJAL- N07E FOB COA!RINA710N OF SECTIONS WALL A40UN77NO SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY )NSTALLATION. 1/--o TA mc, 5.G fAIY3WS OR f/*'.O PANG AMM; M' [OU PLmmn. (SEE SCHEDULE) 1' MIA. SEPARATION TO GLASS 1l4' r_rtt- 1fa• , 5.5. SLOTS wW N'Ji P ISS T7RI??r•.�.nr EXISTING Mfn, 1j2'PLYWC,00 RED"D (TYP) EASTF7rM'.D TO -11 AS PEB SECRON 2301 OF THE FLORIDA f3U,i(71(4G CODE. AL jyATIVE fd SCALE : 1/2' = 1 * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, --60.0 p.s.f. FOR UP TO 78" PANELS LENGTHS, AND FOP +50.0, -50.0 p s -L, FOR PANEL LENGTHS GREATER THAN 7a",p13d,'0,P,,t06 ` 1T4r1i14i} Vii. C - d " FLORIDA BUILDING CODE (Man Hlgh Velocity Hurricane Zone) * * e2017 TNTECO, INc. 0.050" BERTHA ALUMINUM STORM PANEL L c. '' (2.00" DEEP) DRAWN or.. • � •, , 1 L E C O M G' EASTERN METAL SUPPLY, INC DD7/76/Il „r: / _ 1 TILLIT TCVT & r"GIMEERIWO COWPANX ,766 WEST ROAnS DRAT HEST PALM BEACH, FL 33107 17-097 >nn. U1.1 Fie ix+3,W-T,n • 13^ll,n-1571 PHONE (561)200-626J. FAX: (561)911-1716 E�I'.m -0GOe71R �rt CRAWING No -'ICH A. 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JYL 6✓61�Jtl (J=a/.�Y11 YU ]q'IAtl3 NJSiO 031 M/AILYn .If7�f��WV,xL>I [i L1,LIh� NUIlL�7'7i�d aT�Q.� ,71'2 �hL?5" l�I,? d5 Q S ' 3Y13 MAXI�Is'tJ.4f A..SD_ IJESIGN PRL�'S'SF7R,E RATING (n.s.f.,1�JD CCJRR.E',SPONDING A4.4X1AYCTM ANGHOt2 SPAghEG SCHEDULE F¢, I9MUATIONS, INTO WOOD,_. EAME $�T77T3ihTr Asuo wausw� raEssu6e �� (PSL) REncAR T .0.VS x000 rurtNERs .SGIAM.VN - rAri+wNr M yenAurc rA1e Apa.raeLc m MIE11NAlly{$!h ANY Lbw �wlgV 1uYnnJ.l lxMn IFACnJ l• (N.) 11' NI MIA I (TOP) 07/]6/17 047E.- 11- N/4 NIA 1 (60770") 17-097 •, rya, Sy, p;., 7pg yb1yA M41a0: M1 3]yM na i 11Dr31 Em -0C , n. y [sNlnr-171]1 €8-DOOE]19 11- NIA NIA 2 (IOP) 0A yl 711 SHEET 17 Of t] 9" NIA NIA 2 (BOTTOM) 0' N/A IJIA 34 (TOP) 12- NIA NIA 7 (BOTTOM) II- NIA NIA 4 (mp) II- NIA NIA 4 (BOTTOM) P. 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NIA NIA 10 (BOTTOM) 3 1/2" NIA NIA 10 (BOTTOM) 11A (TOP) 9 NIA 9" IIA (TOP) II (B077ow) NIA NIA NIA II (BOTTOAQ 13 (TOP) 6" NIA N/A 13 (TOP) 13 (BOTTOM) J 1/2' NIA N/A IJ (SOTTO") 14 (BOTTOM) NIA NIA N/A 14 (BORON) W�YUy ASQ OESA'JJ RA��1)S IAPCO R APCOMS 6DOD r457oJERs SGIAPCaN µ �� ras APpLrwele m A!1E,v.WIM1fS / • AMY COu6rN�IpM wIFIN/w PAMEL LEMCM t'(0) 12' N/A NIA 1 (TOP) 07/]6/17 047E.- 12" NIA NIA I (BOTTOM) 17-097 •, rya, Sy, p;., 7pg yb1yA M41a0: M1 3]yM na i 11Dr31 Em -0C , n. y [sNlnr-171]1 €8-DOOE]19 12" NIA H/A 2 (TOP) 0A yl 711 SHEET 17 Of t] 12" NIA NIA 2 (BOTTOM) 12' NIA NIA JA (-P) 12- NIA NIA 3 (BOTTOM) 12" NIA NIA 4 (TOP) 12" NIA NIA 4 (BOTTOM) 12' NIA NIA 54 (TOP) 4' NIA NIA 5 (807104) 4' NIA N/A 6 (Borrow) +404 -400 UP mUP J 112' NIA NIA 7 (BOTTOM) 7'-0• +60.0, -60.0 NIA 12" • 6" ' A (TOP) • TO 12'-6' NIA 12" r 6" r B (BOTIOM) NIA _ 12" 6" 9 (TOP) 12• NIA NIA 9 (BOTTOM) J. NIA NIA 10 (BOTTOM) NIA NIA 10 (BOTTOM) 11A (TOP) 12" NIA 10 1/2" IIA (rap) II (B077ow) 4- •• VA 4' •• 1I (BOTTOM) •• 13 (TOP) 12' NIA NIA 13 (Top) 13 (BOTTOM) 4' NIA MIA 13 (BOTTOM) 14 (BOTTOM) 4' a• 4' '• 4- •• I4 (BOTTOM) * USE 6" OC. SPACING FOR PANFI IFNITTHS IARGER THAN /0' - O AND USE 12" OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER 7714N to' - 0" .: VALID ONLY FOR UP TO +50.0, -50.0 µs7. A60. ASD. DESIGN PRESSURE RATING WITH 106" Ad- PANEL LENGTHS. J Jr anre. r lI riri'� A.., iIL,✓,' Nn, 4.1167 J ZONAL V ASO. OISICN J) IAPCO R APCOMS "000 rASIEN[As scrAPcroM 'Pry " A+1T ,1 I+PW.cAW r'!dm ALIE6N41A22 1 h ANY caweowlroM Or Mnf WYWUw PNIEL LEMGM Y'(0) 8 1/2' NIA NIA I (TOP) 07/]6/17 047E.- 9• NIA NIA I (BOTTOM) 17-097 •, rya, Sy, p;., 7pg yb1yA M41a0: M1 3]yM na i 11Dr31 Em -0C , n. y [sNlnr-171]1 €8-DOOE]19 9" NIA NIA 2 (IOP) 0A yl 711 SHEET 17 Of t] 9• N/A NIA 2 (BOTTOM) 8" NIA NIA ,1A (TOP) 9' NIA NIA 3 (BOTTOM) 9• NIA NIA 4 (mp) 9• NIA NIA 4 (BOTTOM) 8' NIA NIA SA (top) 3' NIA NIA 5 (BOTO7M) J• NIA NIA 6 (BOTTOM) +960, -900 UP TO 3" NIA NIA 7 (BOTTOM) 7'-0• +100.0, -1.70.6 N/A 12' 6" 8 (TOP) OR LESS NIA 12' 6" B (ROROM) N/A 12' 6' 9 (TOP) 9' NIA NIA 9 (BOTTOM) J. NIA NIA 10 (BOTTOM) 5" NIA 6' 11A (TOP) NIA NIA NIA II (B077ow) 6' NIA NIA 13 (TOP) J. NIA NIA 13 (BOTTOM) NIA NIA NII 14 (BOTTOM) FLORIDA BUILDING CODE (Non Hlgh Valecily Hurricane Zone 17017 mfrco, uJc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00° DEEP) Da.AnN Br. IL ECO1we. EASTERN METAL SUPPLY, INC 07/]6/17 047E.- 4,168 WEST ROADS DRIVE r TEBTOAO R Emm"Reftwo CMPARV W r PALM BEACH, FL. 33407 17-097 •, rya, Sy, p;., 7pg yb1yA M41a0: M1 3]yM na i 11Dr31 Em -0C , n. y [sNlnr-171]1 €8-DOOE]19 PHONE' (561)209-8263, FAY.' (561)841-1716 ORIWIIIc No . WJL76F A TILLR Ar., p.E. F- 104 Li.. 4416] 0A yl 711 SHEET 17 Of t]