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18-19543
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18-19543
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Last modified
1/31/2019 10:40:55 AM
Creation date
1/31/2019 10:40:53 AM
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Building Department
Permit #
18-19543
Building Department - Name
SABRA HEALTH CARE HOLDINGS III
Address
37411 EILAND BLVD
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TRNTYER® <br /> TABLE 4A: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION or REROOF(Tear-Off) <br /> SYSTEM TYPE A-IA: BONDED INSULATION,BONDED ROOF COVER <br /> System Base Insulation Layet Coverboard P <br /> No. Deck(Note 1) Lightweight Concrete(Note 15) Type Attach Type Attach Roof Cover(Note 16) MD MD <br /> LWC 1 Structural Mih.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO-c/TPO-c BA -180.0 <br /> concrete Elastizell Range II LWIC H-Shield insulation <br /> LWC-2 Structural Min.200 psi,Min.2-Inch thick, Min.1-inch Poly I501 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO-c/TPO-c BA -222.5 <br /> concrete Celcore MF Cellular Concrete H-Shleld insulation <br /> LWC-3 Structural Min.200 psi,Min.2-Inch thick, Min.1-inch Poly ISO 1 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO-c/TPO-c BA -240.0 <br /> concrete Mearlcrete H-Shield insulation <br /> LWC-4 Structural Min.250 psi,Min.2-Inch thick, Min.1-inch Poly ISO 1 or OB500 (Optional)Additional layers base OB500 Mule-Hide TPO-c TPO-c BA -225.0 <br /> concrete Elastizell Range II LWIC H-Shleld insulation <br /> TABLE 48-1. LIGHTWEIGHT CONCRETE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF) <br /> SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER <br /> Lightweight Concrete(Note 15) Roof Cover(Note 16) <br /> System Deck(Note 1 MOP <br /> No. ) Surface Supplemental Attachment <br /> Type Treatment Type Attach (P� <br /> Fasteners Density <br /> Min.22 ga.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2- Mule Hide TPO-c BA or Aqua <br /> LWC-5 at max.6 ft spans attached 6-inch inch thick Celcore MF Cellular Concrete(cast with None None N/A -60.0 <br /> O.C. or without min.1"EPS holey board). Note A. <br /> TPO-c Base 120 BA <br /> Min.22 ga.,Type B,Grade 33 steel Min.38 pcf wet cast density,min.200 psi,min. <br /> LWC-6 at max.4 ft spans attached 6-inch 1.625-inch thick Celcore MF Cellular Concrete Celcore PVA None N/A Mule-Hide TPO-c BA -67.5 <br /> followed by min.1-inch EPS holey board with min, TPO-c <br /> O.C. 2-0-inch thick top coat. Note A. <br /> Min.22 a.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2- <br /> g YP Mule-Hide HDP Fastener Mule-Hide TPO-c BA a Aqua -67.5 <br /> LWC-7 at max.6 Itspans 6-inch o.c. Inch thick Celcore MF Cellular Concrete(cast with None with 3"Insulation Plate 1 per 9 ft2 TPO-c Base 120 BA Note B <br /> or without min,I"EPS holey board). Note A. <br /> Min.22 g'a.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2- <br /> YP Mule-Hide HDP Fastener 2 Mule-Hide TPO-c BAor Aqua -120.0 <br /> LWC-8 at max.6 ft spans 6-inch"o.c. inch thick MF Cellular Concrete(cast with None with 3"Insulation Plate 1 per 1 ft TPO-c Base 120 BA Note B <br /> or without min.min.I"EPS holey board). Note A. <br /> Note A.) If the type of LWC to be used on the project is unknown,as in a re-roof(tear-off)conditloh,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall <br /> be In accordance with ASTM C495(for new pour)or ASTM C109(for existing)and shall yield a minimum 200 psi result Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRi FX-1 and shall yield an <br /> average withdrawal performance not less than 55lbf with a Trufast FM-90 Base Sheet Fastener. if question exists as to the adheslon to the LWC surface,field testing In accordance with ASTM E907 or FM Loss Prevention <br /> Data Sheet 1-29 is recommended.All testing shall be performed by an accredited testing agency acceptable to the Authority Having Juri5dictlon. <br /> Note B.)Linear interpolation between supplemental attachment at 1 per 9 ftz for-67.5 psf and 1 per 1 ft2 for-120.0 psf is Perml5sible. Such Interpolation shall be performed by a qualified design professional to the <br /> satisfaction of the Authority Having Jurisdiction. <br /> Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M35060.06.09-R4 for FL32772-R4 <br /> Certificate of Authorization k9503 FBC NON-HVHZ EVALUATION;Mule-Hide TPO-c Single Ply Roof Systems Revision 4:04/03/2017 <br /> Prepared by: Robert Nieminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 19 of 26 <br />
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