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HomeMy WebLinkAboutElevation & Anchoring LayoutMAXIM INDUSTRIES, INC. SELFEMSHING SKYLIGHT' INSTALL MONANCHORAGE DETAILS GENERAL NOTES: ' 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE 2010 FLORIDA BUILDING CODE (FBC). THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI 01-43381.01 AND ASSOCIATED LABORATORY DRAWINGS. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 3" MAX. FROM CORNERS TYP. 12" MAX. O.C. TYP. " PRODUCT INSTALLATION. 3" MAX. FROM 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A CORNERS TYP. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3. FOR INSTALLATION INTO WOOD ROOF DECK, USE U12 . WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 318 LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS THE ENGINEER OR ARCHITECT OF RECORD. 1 INCH. 3. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES, INCLUDING BUT NOT LIMITED TO PROTECTIVE SYSTEM IS NOT REQUIRED. STUCCO, FOAM, BRICK VENEER AND SIDING. 12" MAX.O.C. 4. SKYLIGHT MATERIAL: 6083-T6 EXTRUDED ALUMINUM. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN TYP. SKYLIGHT INNER AND OUTER DOME MATERIAL: ACCORDANCE WITH ANCHOR MANUFACTURER'S POLYCARSONATE (NOA 12-0605.05) INSTALLATION INSTRUCTIONS AND ANCHORS SHALL . NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER . 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF OA2. TABLE OF CONTENTS , �� SHEET REV. SHEET DESCRIPTIO 1 — NOTES, ELEVATION & ANCHOR LAYOUT 2 — SECTION VIEWS DESIGN PRESSURE RATING (PSF) IMPACT RATING 360.0 LARGE MISSILE IMPACT 92.50" MAX. O.A. D.L.O. LENGTH I_ 44.50" MAX. CA. _I I� D.L.O. WIDTH �I 48' MAX. O.A. INT. SKYLIGHT FRAME WIDTH 49 1/4" MAX. O.A. DOME FRAME WIDTH 54" MAX. O.A. FLANGE WIDTH ELEVATION & ANCHOR LAYOUT o � ZUN F- O }o m: �>O o a Z;e JO O)z z y Ix.. Z � o N �U zWgin- O 96- 97 It< �� MAX. 102' OO.A.MAXX MAX. o nj wwn INT. DOME O.A. SKYLIGHT FLANGE !9 NOf w 0 FRAME FRAME LENGTH LENGTH o z1 LENGTH 1 Robert J. A .—. P.E. Florida P.E. N. 49752 . <S'. C�0 f`•..G�� / N 1B>6II �f f� V9pt ETA E OF �� (1`L •:O N 1� L FBPE Cert. of Auth. No. iert@ptc-corp.com, c=—U', 3.12.11 11:14:08-05'00' P.E. 1 1. Minimum #12 fastener by others. Pre -punched installtion holes 3" from each comer, maximum 12" on center. Minimum penetration=1-3/8". M N 2. .060" X 1.5" X 1.75" 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four comers. a 3. 47.5" X 95.5" UV Enhanced outer potycarbonate dome (NON.#12-0605.05) @ 8" height on test sample (dome height varies per skylight size but not less than the larger of 10% of N ? o the dome's span or 4"). to 4. 7.5" X 95.5" UV Enhanced inner polycarbonate dome (NOA: #12-0605.05) @ 4" height on test sample (dome height varies per skylight size but not less than the larger of 10% of the dome's span or 4"). F 5. OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome & between inner dome and aluminum frame. w N 6. Sealant tape. 1" X .125" located between outer and inner domes. O 0'-1 o 7. 6063-T6 extruded aluminum frame. Aluminum frame mitered and welded @ four comers. a a a 8. #12 X 1.75" fastener. One fastener located equidistant from each comer. Four fasteners per skylight. a a 9. #10 X .375 18-8 stainless steel fastener. Located 4" from each comer, maximum 11" on center. > 10. All units equal to or less than the total square footage or the test specimen, 36 square feet, will be accepted under this approval. Width and/or height of tested unit cannot be to a exceeded. 11. The light -transmitting plastic shall be mounted a minimum of 4 inches above the plane of the roof on a self -flashing 0.060" Aluminum Frame meeting the requirements of types of construction in accordance with the 2010 FBC, Sections 2610.2 and 2612.4.5.1.1 and the 2010 FRC, Section R4412.1.4.5.1. o Muter Polycarbonate Dome O3 s o Inner Polycarbonate Dome ® o #12 Stainless Steel Fastener with neoprene gasket. One fastener _ located cquidustant from each LD ui o N comer. (Four fasteners per m z a Sealant O skylight) K O A a19 m to t- 0 0 z Sealant Tape © = z o z p Oto M= e O #10 X .375" stainless steel fastener @ z w g to Ell Sealant 5 4" from each comer, maximum 11" O f a g N tl � Condensation Gutter on center. i 2 .060" Extruded Aluminum O U)i Retaining Angle 0.060" Aluminum Frame 0 �qq Ig A g g 5 Design Pressure: 60psf +/- Minimum #12 wood screw with O min. 1-3/8" embedment into 3" Installation Flange substrate receiving point. Installation holes 3" from each comer, maximum 12" on center. Robert J. Amoroso, P.E. Florida P.E. No. 49752 Digitally signed by 1-3/8" Min. RobertIAmoruso, Self Flashing Model Embedment PE DN: cn=Robert J. Roof deck, covering and framing by ENg+no9 y Amoroso, P.E, others. All of details shall comply t0 o=PTC Product N 9]6R with Cha ter 15 of the 2010 FBC and =. .,`Design Group, I.I.C. P 9 'o&FL P.E. No. Chapter 9 of the 2010 FRC. =T <<� E,aP,_��W= a9752, FBPE Cert. of corp.com, c=US Date: 2013.12.11 11:1149-05'00'