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HomeMy WebLinkAboutAPPROVED, single hung impact 23505.32. 3 4. 5 0 Soft-L te El Windows 13n*nging quality to light. 10250 Philipp Parkway Streetsboro, Ohio 44241 "BA RCELONA" Model "SH30P1" SINGLE HUNG WINDOW "IM PAcr' GENERAL NOTES This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. When used in the "HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures and general notes 2 Horizontal cross sections 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring 6 Components 7 Bill of materials & glazing detailS SEE CHART FOR FRAME SIZES V) w N N <W Q U- QL O Q U w w V) O / X IX MAX. MAX. GLASS DESIGN PRESSURE (PSI) FRAME D.L.O. TYPE DIMENSION DIMENSION POSITIVE NEGATIVE 54.0" X 76.5" 47.5" x 33.312" G1 +60.0 -65.0 �. 4: �� rn o �N:iv, z ve ,• . O N O N M '• '�LO rn L g• - Q_z r Q 0:�— LLrnto » AGO. Q 0, Lo z C ao oK 0 'rn v o 0 o z a 0 m a r0 c W aU 06 0 a. �� m aaum_ 0 6 E oZ ^ l U C W 0 3'0 W �o Wz oQ o 0 z oz F- m W J Q J O U � V) o O W of F- a a a. mw U Q o can CV D:: J p W WWo Q N � W QQV) oo> aoW Z)Qa_ w Q 0 DATE: 4/ 14/ 1 7 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-23505.3 SHEET 1 OF 7 Hardware Notes: 1� 2� 3 1-1/4" MIN. `````�`"l�>> *, 1. Locks (2) located on lock rail 4 4 EMB. (TYP.) • A, c9 '. m .: 1Y' from each jamb. .:... �.' ,n 2 SEE DETAIL 1 N" j o * ''�'" �' ; M SEE ANCHORING SHEET Z y Z 0 rn INTERIOR V%• 2 33 28 8 24 �`•� ~ `� �j�� J j O 2 <° a G1 INTERIOR ��i� •• �c � Cn "' Z 3 13 ���ltii 11�� ti a M 0D ?' m U N T a a o v Z 0 Z ��-- _ N a C0 �mcW d ch M 5 t m 3 a ° Itm an.UT E C a DUQ 9 CP 3LL >1 Z q CW 0 J>D_ p© EXTERIOR Fl=V) 0 25 D EXTERIOR "' 9 G1 E J � m NC,) 1 DETAIL 1 Uj cn a zo 2 HORIZONTAL CROSS SECTION o 2 Shown Direct to Masonry : o E o B a U-�i2� J C J JCn A SEE DETAIL 1 1-1/4" MIN. C SEE DETAIL 1 m 33 28 EMB. (TYP.) 33 28 0 a°. NCn M $ G1 INTERIOR ° 8 G1 Q Q ° INTERIOR o z z 13 13 w W o 0 w c� > IMI• Z N �W!5 LU OP per. nQ Q (1) _ Q 9 F1 9 o"� N W N N Q 0 q OD OP EXTERIOR a° K N H o �, I 1 9 G1 1 9 G1 EXTERIOR DATE: 4/14/17 EMB. (TYP.) SCALE: N. T. S. E DWG. BY: JK CHK. BY: LFS 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: 2 2X Buck Construction 2 Shown w/ 1 X Buck FL-23505.3 � SHEET 2 OF 7 V / Q � Q X Y v 1-1/4" MIN. EMB. (TYP.) — 1-1 EM 2 HORIZONTAL CROSS SECTION $ Shown Direct to Masonry II\���Il RUN EXTERIOR EXTERIOR 1-1/4" MIN HORIZONTAL CROSS SECTION $ Shown w/ 1 X Buck IMITCOWND WAUKOGN V49 if) rn O. • '.'l'� In e. Q- z° vi �- o ; ao ts► r� yCy; zz °� - rn pp K? m U N of o v a oZ 0 m z CIDO o o0 CW iL�t m a a UL LL 6 � ® �z ti 0 CW O -xi d 0 Z p O Q w U a =CC U U o� O O O Of a Q a. W f- Q DATE: 4/ 1 4/ 1 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-23505.3 SHEET J OF Z EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 4 2X Buck Construction EXTERIOR LL EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown Direct to Masonry 3 VERTICAL CROSS SECTION 4 Shown w/ 1 X Buck 2 PEI 4 VERTICAL CROSS SECTION 4 2X Buck Construction • , Va' L• M LL. rw V/ P ,•yy` Q •L0;0) � > �i z° zoaoZ+ U N q 0Z0 zir a Ea, omm a s0 J C W a NM .tm It m aD_LL 0 ILL o c6 U C til O J n. i2 z �o Ld CO �(0 w cn vN Lli' O Cr a v o o o � Of Ir a a 0- U mW U O a O N � Q W W Q Z N L U Q W Q � d cr � Q D_ DATE: 4/14/17 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-23505.3 SHEET 4 OF 7 't d SASH 2X BUCK MASONF OPENIN SASH BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR : ANCHOR MiN. MtN. CLEARANCE MIN. CLEARANCE TypE SIZE: EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR.: ITW ® 1 /4" 1-1 /4" 4" TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1" end distance, & i" o.c. spacing of wood screws to prevent the splitting of wood. BUCK FRAME—� MASONRY OPENING 10.5" O.C. (TYP.) • — 6" (TYP.) 2X BUCK F 1 X BUCK G DIRECT TO H MASONRY HEAD & JAMBS (TYP.) M�Ua IX BUCK K DIRECT TO D MASONRY THROUGH TILT LATCH BLOCK FRAME ANCHORING n_ d O XN g00, •'•,BUJ � i �• . •t~`.� Z U O� �(/ J O t0 O to) to ...... ,` O M U N •• � cVG O Z O Z r0 m �fV n ro c W ,4 It m(LaLL 0 � C z j � o A ` V C Li o -J a: U z � o o z Q z w ~ J M M - (n a o z U O 0 Q Y O 0 O a U m o_ a DATE: 4/ 14/ 17 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-23505.3 SHEET 5 OF 7 rn 3 `ri C) 0 rn M N J LL 0 N O Ln 0 Ln J 0 i 2 v rn Im o; N 0.065' (- Is' -I gpfLRAIL FRAME v � —_- PTER SILL ADA 4 -- o; 6 wrl I 1.747' t KEEPER RAIL 1.96" 1.07' 8 PLAIN STILE 1.34" -{ rays UO --1.15" - 1 13 REINFORCEMENT 1.957' 4 I GV CD 1.745" 1.207' 0.065' 1.957' 0.27' -► I I-- LOCK RAIL _ 0.92" Ln 0 0 i r C5 4 GLAZING BEAD - 0.2T J 0.4" b. HI 10 cq 0 F- --1- 0.36" I I — 0.35' --1 F-- � � REINFORCEMENT` 0 rr � '� to i1 M .. z � ornao ������i�i•�i�ti� ���� z 0D r U N q o ° z OZ� C'4 a r0 m c W m -mom �6cM mnn.Li- � u. 6 E ° co z o >w o ->i,n 3 o z z � w Z J � � � o � U Q o v 0.91" -► o a Nr 0.84" C a o_ co O J J J CD w IN� U p O a --� �-- 0.34° 24 TILTlATCH BLOCK 1.15" a, -► 0.24" o -w f- 0.36' _ o C2!�- 0.44' � 2 REINFORCEMENT CD DATE: 4/ 14/ 17 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-23505.3 SHEET 6 OF 7 Y a BILL OF MATERIALS ITEM # MATERIAL A 1 X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE - D 1 /4' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8-15 X 2" TRUSS HEAD SMS (1-3/8" MIN. EMBEDMENT) STEEL G 1 /4" X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW STEEL H 1 /4" X 2-1 /4" HWH ELCO OR ITW CONCRETE SCREW STEEL K 1 /4" X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL M #10 X 2-3/4" PPH WS (1-3/8" MIN. EMBEDMENT) STEEL 1 FRAME* PVC 2 PW COVER* PVC 3 WEEP HOLE COVER* PVC 4 SILL ADAPTER* PVC 6 KEEPER RAIL* PVC 7 LOCK RAIL* PVC 8 PLAIN STILE* PVC 9 GLAZING BEAD* PVC 10 BOTTOM LIFT RAIL* PVC 11 REINFORCEMENT (6065-T5 ALUM) ALUM. 12 REINFORCEMENT (6065-T5 ALUM) ALUM. 13 REINFORCEMENT (6065-T5 ALUM) ALUM. 20 LOCK - 21 LOCK KEEPER - 24 TILT LATCH BLOCK - 25 TILT LATCH - 26 #8 X 1" PFH TEK STEEL 27 #6 X 1" PFH TEK STEEL 28 WEATHERSTRIP (187-270TRI-FIN) - 30 BULB SEAL - 31 PIVOT BAR STEEL 32 #7 X 3/4' PFH TEK STEEL 33 BALANCER BRACKET - * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 5/8" GLASS BITE 2400 SAS (DOW) OR 121 (DOW) 7/8" THICK s , rn p v= I� z° �'i Y . ,� i •-. . 0 N O N c*i ti 1 /8" ANNEALED 0.090" SAFLEX PVB INTERLAYER 1 /8" ANNEALED iI N`�— AIR SPACE 3 E E E i \ � 1 /8" ANNEALED OR TEMPERED GLASS* STEEL INTERCEPT SPACER OR ENDUR XL EDGE SPACER G� GLAZING DETAIL (SEE GLAZING NOTE) GLAZING > 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1. * NOTE: TEMPERED GLASS IS REQUIRED IN THE "HVHZ" FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. ENDUR XL EDGE®SPACER (CARDINAL GLASS) GLAZING NOTE: THE ENDUR STAINLESS STEEL XL EDGE®SPACER MAY BE USED AS A SUBSTITUTE SPACER IN THE GLAZING DETAIL SHOWN. i i, V', o ..,;. u, d_z C -z rnM ori',10- ornw ;may` Q o�rn 0 r00 4 0 N •• m o {v 0 x Z m cr t0�m cW J 't m a a °�° sc " c ° z D C 0 J>a: J Q 0 z Q W wo W m N LL 7 c� tz U)En Q C] U co O _J m Q 0 0- a U m 04 cif _ i �Q 0 wWO tw- z Q N W U ¢QU) CL 0 C� Z)QQ: DATE: 4/ 14/ 17 SCALE: N • T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-23505.3 SHEET 7 OF