2031 BEACH AVE ALTERATION REVISION (2) t-A 4— –bf- 16 7–7 dp4
2 ANCHORS @ 8-MAX,D.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS.
4 ANCHORS @ 4-MAX.D.C.IF THE WINDOW BUCK HEIGHT IS OVER 63-.
19*MAX.O-C.IF THE WINDOW BUCK HEIGHT IS 63"OR LESS. MAX.BUCK WIDTH SEE TABLE I
14"MAX�D.C.IF THE WINDOW BUCK HEIGHT IS OVER 63'. 8.
MAX.BUCK WIDTH MAX.O.C, MAX.
8,SEE SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 B,SEE 12.53' D.C.
Z4
SHEET3 D,SEE SHEET 4 SHEET3 18, MAX.0 C
4'
MAX.
D.C. 115�66"
MAX.
O.C.
MAX.E
MAX.BUCK HEIGHT SEE
IUCK MAX,BUCK
HEIGHT SEE
TABLE I HEIGHT SEE TABLE 1
TABLE I
A,SEE A C,SEE C A,SEE A
SHEET x 0 SHEET x 0 SHEET x 0 x
I ML 3_
2-7/8'
4' D 8'MAX. B
8'MAX. 8"MAX. MAX. MAX.D.C. 2-718"MAX. 8*MAX.
12-.N4-MAX.D.C. ::�
ELEVATION FOR TYP. EQUAL LEG/BOX ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP. EQUAL LEG/BOX
&FLANGE FRAME. XO CONFIGURATION.OX&XOX SIMILAR &FLANGE FRAME,XOX CONFI-GURATION
XO CONFIGURATION,OX SIMILAR MAX.SASH WIDTH=30.36
lop AX.FIXED LITE(BUCK WIDTH-[2 X SASH WIDTH)) 59.28"
GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT, TABLEI:
VINYL HORIZONTAL ROLLER Window Buck Size Configuration Reinf. Design Preswre Certification
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE Width Height Level (+)pof (-)pef (CAR)Number
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 75" 5A- x0/Ox R 1 50.0 50.0 190-10"
2)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED I X 75" 54' XXOX R2 65.0 70.0 190-1043
INSTALLATIONS.1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY To SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK 75" 63" x0/Ox R3 50.0 1 50.0 190-1042
OR GREATER.1 X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 75" 72' x0/Ox R4 65.0 70.0 190-1041
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR
ARCHITECT OF RECORD,(AOR). 120" 63" XOX(1/4-1/2-1/4) R3 50.0 50.0 1 W1 045
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 92" 63" )(OX(1/3-1/3-1/3)
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. 120" 63" XOX(1/4-1/2-1/4)
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING R4 65.0 70.0 190-1073
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 92* 63" )OX(1/3-1/3-1/3)
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
!S",
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE
WINDOW. J�d 12/13/14
VINYL HR WINDOW FPA(NON-IMPACT)
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GENERAL NOTES&ELEVATIONS J ROSOWSKI
PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 7,)
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.M296
BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
(941 Y480-1600 d HR 1 OF 4 COA-AAin,
-5410 NTS
Lx P.E.#58705
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate Min,Edge Min.Embedment Anchor Substrate Min.Edge Min.
Distance Distance Embedment
#10 SMS P.T.gouthem P;e—(TC-=.55) ---=I - -717/7— 2-1/2'x ,131"Common Nall P.T. Southem Pine(SG=.55) 9/16" 2-7/16" REINFORCENT TYPE A
(steel, 18-8 S.S. Steel,A36 3/8" 0.0501, Max.DID of 50.0
or 410 S.S.) Steel Stud,A653 Gr.33 318" 0.0346"(20 Ga.) 2-1/2"x .131"Ring-shank Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16"
Max.DP of 50.0 Alumimim,6083-T5 3/8" 0.0713"(14 Ga.) 2-1/2"x .145"Roofing Nail P.T. Soifthem Pine(SG=.55) 9/16" 2-7116"
P.T.Southem Pine(SG=0.55) 9/161, 1-318" P.T.Southern Pine(SG=.55) 3/4' ilva"
#12 SMS Steel,A36 3/8" 0.05a, #10 SMS Aluminum,6063-T5 31r 0.0713"(14 Ga.)
(steel, 18-8 S.S. Steel Stud,A653 Gr.33 3/8' 0.0346-(20 Ga.) (steel, 18-8 S.S.
or 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 318" 0.0346"(20 Ga.) REINFORCENT TYPE B
Aluminum,WW-T5 3/8" 0.0713-(14 Ga.) Steel,AM 3/8" 0.050"
P.T
3116"Ultracon F,.Southern Pine(SG-0.55) 7/16" 1-3/8"
(steel) Concrete(min.2.85 ksi) 1" 1-3/8"
Max.OP of 50.0 Ungrouted CMU,(ASTM C-00) 2-1/Z' 1-114" ANCHOR NOTES:
P.T.Southern Pine(SC-0.55) 1. 1-3/8" TABLE 4:REINFORCEMENT TYPES
1/4"Ultracon Concrete(min.2.85 ksi) 1. 1-314" 1)'UNGROUTED CMU-VALUES MAY
(steel) Ungrouted CMU,(ASTM C-00) 2-1/7 1-1/4" BE USED FOR GROUTED CMU Reinforcement REINFORCENT TYPE C
Concrete(min.2.85 ksi) 2-1/7 1-314" APPLICATIONS. Level Vent Meeting
P.T.Southern Pine(SG-0.55) 1" 1-3/8" 2)PANHEAD,FLATHEAD OR (4 sides) Rail
114"Crete-Flex Concrete(min.3.36 ksi) 1" 144"— HEXHEAD ARE ACCEPTABLE. R1 A D
(410S.S.) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT R2 A E
Concrete(min.3.35 ksi) 2-1/2" 11-34' A MIN.OF 3 THREADS EXTEND R3 B E
1/4"Aggre-Gator Concrete(min.3.275 ksi) 1-1/7 1-W8" BEYOND THE METAL SUBSTRATE. R4 C F REINFORCENT TYPE D
(18-8S.S.) P.T.Southern Pine(SC-0.55) 1" 1-3/8"
Ungmuted CMU,(ASTM C-90) 71 1-1/4"
3/4"NOM. 3/4"NOM. 7/8'NOW 7/8'NOM. REINFORCENT TYPE E
1/8"ANNEALED OR 3/16"ANNEALED OR
TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB—
TEMPERED GLASS 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE
1/2"AIR SPACE rta
1/8"ANNEALED OIR__ 3/16"ANNEALED OR 1/8'ANNEALED OR 3/16"ANNEALED OR Lf___V
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS REINFORCENT TYPE F
DURASEAL DURASEAL, DURASEAL, DURASEAL, Is
SLIPERSPACE�_ SUPERSPACER SUPERSPACER SUPERSPACER
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XLEDGE XLEDGE XLEDGE XLEDGE
GLAZING TYPES
GE-T700 OR
DOW-791 PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.)
SILICONE
VINYL HR WINDOW FPA(NON-IMPACT) I'd 12/13/14
1/2*NOM.GLASS C)
SITE TYP.
EXTERIOR
GLASSANCHOR OPTIONS J ROSOWSKI
CERT.OF AUTH.
1070 TECHNOLOGY DRIVE
TYP. GLAZING DETAIL N.VENICE,FL 34275 0 A.LYNN MILLER,PE.
FPA-541 .0
(941)-480-1600 5410 N T S 20F4 Jz
P.El 58705
EDGE DISTANCE
EMBEDMENT
SASH WIDTH
FLANGE INSTALLATION SHOWN
FRAME THROUGH THE INSTALLED
SHOW FRAME,INTO THROUGH`IX EMBEDMENT
BUCKSTRIP
METAL ____T
OPERABLE EDGE
SASH C��:=c
FIXED
LITE
FIXED j L
LITE 3
c
EXTERIOR Si
FLANGE EQUAL
FRAME LEG
BUCK SHOWN BUCKWIDTH FRAME
HEIGHT EXTERIOR HORIZONTAL SECTION AAQW) SHOWN
OPERABLE (OX&XOX SIMILAR)
SASH
INSTALLATION NOTE��:
1)SEE SHEET I FOR SPACING REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
J 3)MAX.SHIM THICKNESS TO BE 1/4'.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
SHOWN REQUIREMENTS.
INSTALLED 6)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
DIRECTLY TO OTHER FRAME TYPES.
SUBSTRATE
EQUALLEG
FRAME
SHOWN EMBEDMENT
VINYL HR WINDOW FPA(NON-IMPACT) 12/13/14 �s
EDGE DISTANCE
J ROSOWSKI
FLANGE&EQUAL-LEG/BOX FRAMES pc�
VERTICAL SECTION B-B
tj
1070 TECHNOLOGY DRIJ kj
N.VENICE, FL 34275 A.LYNN MILLER,P E.
(941)-480-1600 LIHR-5410 1�1] NTS 1141] 30F Il 0.0 1 61
P EN 58705
EMBEDMENT
EDGE
J.CHANNEL DISTANCE
FRAME SHOWN
SASHWIDTH
EDGE DISTA
LiED
OPERABLE
I SASH
INSTALLATION
THROUGH THE E I
INTEGRAL FIN, D,
:EMBEDMENT
INTO MET 11E
FIXED
[IF
LITE
L
FIXED
LITE
INTEGRAL
J-CHANNEL
FIN
FRAME 0
SHOWN EXTERIOR FRAME
�5 SHOWN
BUCK BUCK WIDTH
HEIGHT EXTERIOR
<�] OPERABLE HORIZONTAL SECTIONC-C (XO)
SASH (OX&XOX SIMILAR)
INSTALLATION NOTES:
1 SEE SHEET I FOR SPACING REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4-,
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
FIXED ONLY AND MAY DIFFER TO MEET DESIGN
LITE
REQUIREMENTS.
5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
OTHER FRAME TYPES.
F7L_ -T4;;= i
c0 FIN
FRAME
SHOWN EXTERIOR
INTEGRAL
INSTALLATION THROUGH
FIN M5 <=:) `5
THE FRAME,INTO METAL
FfRAME EDGE DISTANCE
SHOWN (JAMB SHOWN,HEAD&
SILL SIMILAR)
EMBEDMENT
C,37—
VINYL HR WINDOW FPA(NON-IMPACT) 12/13/14
J-CHANNEL&INTEGRAL FIN FRAMES1'�c�,j J ROSOWSKI t�57
VERTICAL SECTION D-D
CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE
A.LYNN MILLER,RE
-480-1600
N.VENICE, FIL 34275 OF 47
c HR-5410 NTST" 4 FPA-51 10.0
(941) Pf#58705