HomeMy WebLinkAboutANCHORING INSTALLATIONINSTALLATION NOTES:
1.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3.ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN
IN THE INSTALLATION ANCHOR SCHEDULE SHOWN ON SHEET 3 FOR THE RESPECTIVE
SUBSTRATE.
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).
MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR
GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING).
6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR METALS
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL
HAVE BEEN PROTECTED.
7.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS
INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
8.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE
INSTALLATION ANCHOR SCHEDULE ON SHEET 3.
GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING
THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN.
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT BY BLACKWATER TECHNICAL
SERVICES, INC. TEST REPORT NO. BT-EAS-20-002, DATED 3/26/21, SIGNED AND SEALED BY CONSTANTIN BORTES, FL PE NO. 77915AND
ASSOCIATED LABORATORY DRAWINGS.
3.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
5.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE
PREPARED FOR USE WITH THIS DOCUMENT.
6.THIS PRODUCT COMPLIES WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) FOR OPENING PROTECTION OF
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING.
6.1.FOR INSTALLATIONS 30 FT. ABOVE GRADE, THE EXTERIOR LITE OF GLASS ON ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY
AN IMPACT PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
6.2.NOTE 6.1 ABOVE CAN BE MET BY USING TEMPERED GLASS OF THE SAME THICKNESS AS THAT SHOWN IN THE GLAZING DETAIL 2 ON
SHEET 6.
7.WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRING WIND BORNE DEBRIS PROTECTION, THE
OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE ARE MET. AN IMPACT RESISTANT
COVERING IS NOT REQUIRED. THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E 1996 AS
MODIFIED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
8.MATERIALS
8.1.WINDOW FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6 0.062" THICK.
8.2.WINDOW SASH MATERIAL: EXTRUDED ALUMINUM 6063-T6 0.062" THICK.
9.GLAZING:
9.1.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a.
9.2.SEE GLAZING DETAIL ON SHEET 6 OF 7.
9.3.GLASS SHALL MEET SAFETY GLAZING REQUIREMENTS PER CURRENT EDITION OF THE FLORIDA BUILDING CODE.
9.4.INTERLAYER: EASTMAN CHEMICAL COMPANY SAFLEX PER CURRENT MIAMI DADE NOTICE OF ACCEPTANCE (N.O.A.)
9.5.ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING
CODE.
9.6.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM
60 SHORE A DUROMETER.
10.DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING (AS APPLICABLE):
10.1.X: OPERABLE SASH
10.2.O: FIXED SASH
EASTERN ARCHITECTURAL SYSTEMS
SERIES ):I H2RI=2NTAL R2LLER LMI
INSTALLATI2N ANCH2RA*E 'ETAILS
DESIGN PRESSURE RATING (PSF)IMPACT RATING
LARGE MISSILE+60.0/-60.0 PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752
A
4
B
5
SERIES FWI 1000 HORIZONTAL
ROLLER WINDOW
EXTERIOR VIEW
B
5
SEE ANCHOR
SCHEDULE ON
SHEET 3 PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752
PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752
VERTICAL CROSS SECTION
INSTALLATION4
A
EXTERIOR
EXTERIOR
INTERIOR
INTERIOR
ALTERNATE VERTICAL CROSS
SECTION USING APPLIED FIN
SILL SHOWN - HEAD SIMILAR
INSTALLATION
4
A PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752
ALTERNATE HORIZONTAL CROSS
SECTION USING APPLIED FIN
RIGHT JAMB SHOWN - LEFT JAMB SAME
INSTALLATION
5
B
EXTERIOR
INTERIOR
HORIZONTAL CROSS SECTION
INSTALLATION5
B
PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752
EXTERIOR
EXTERIOR
INTERIOR
INTERIOR
GLAZING DETAIL 2
LAMINATED IGU
(SEE GENERAL NOTE 6.1 & 6.2 ON
SHEET 1 FOR REQUIREMENTS
PERTAINING TO EXTERIOR LITE
OF LAMI IGU UNITS)
GLAZING DETAIL 1
LAMINATED
HORIZONTAL CROSS SECTION
COMPONENT ID'S
VERTICAL CROSS SECTION
COMPONENT ID'S PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752
PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.
FL P.E. No. 49752