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2X BLOCKING WITH 2-16d EACH REVISIONS END TO TRUSS TOP CHORD SEE FINISH SCHEDULE EXISTING ROOF DECK 2x4 DIAGONAL BRACE AT 48"O.C.WITH 2-16d EACH END-MIN.2 BRACES AT WATER HEATER DUAL PANE GLAZING-SEE STOREFRONT SCHEDULE EXISTING ROOF TRUSS PORCELAIN TILE EXISTING INSULATION EXISTING LING F AMING/ROOF TRU S a 2 X S ID BL KING AT 4'-0"OC EACH SIDE OF PL E IT 2) 16d EACH END TO BOTTOM ORD F TRUSS-TYPICAL(3) BAYS AS SHOWN :Y °a ALUMINUM STOREFRONT ASSEMBLY-INSTALL PER GROUT-PER ANSI Al 18.6 OR Al 18.7 MANUFACTURER'S SPECIFICATIONS-SEE PLAN "SI SON"DTC TRUSS CLIP AT 4'0"OC GYPSUM BOARD OVER FOR DOOR SWING DIRECTION 2X STUDS AT 16"OC-SEE FLOOR PLAN THINSET METHOD Q THIS DOCUMENT,AND THE IDEAS AND DESIGNS Lu J INCORPORATED HEREIN,AS AN INSTRUMENT OF CEMENTITIOUS BACKER UNIT"CBU"OR ❑ U z U z PROFESSIONAL SERVICE, IS THE PROPERTY OF FIBER CEMENT UNDERLAYMENT 2 X STUDS AT 16"OC WITH "api" AND IS NOT TO BE USED, IN WHOLE OR IN EFLECTION CHANN 18 GA.WITH (2) #8 S. GYPSUM BOARD EACH SIDE PART,FOR ANY OTHER PROJECT WITHOUT CH TRUSS-MIN. DE WRITTEN AUTHORIZATION. WOOD SCREWS AT 32"O.C.EACH SIDE IN 2 X BLOCKING AT 6'-0"OC WITH (4) l6d TO TOP GLAZING FRAME-INSTALL PER MANUFACTURER'S DUAL PANE GLAZING-SEE STOREFRONT SCHEDULE PLATE SPECIFICATIONS MEMBRAINE REQUIRED IN WET AREAS SLOTTED HOLE IN DEFLECTION CHANNEL PLANNING ■ DBL.TOP PLATE-MAINTAIN 1"GAP BETWEEN TOP EXISTING CEILING FRAMING/ROOF TRUSS ARCHITECTURE PLATE AND TOP OF DEFLECTION CHANNEL-THE METAL OR WOOD STUD WALL TOP PLATE IS NOT FASTENED TO THE DEFLECTION 1/4"THICK GLAZING-TEMPERED AS REQUIRED CHANNEL. INTERIOR EXTERIOR 5/8"GYPSUM BOARD MAINTAIN NOM.3/4"GAP BETWEEN TOP OF THE WALLBOARD AND THE ROOF DECK-SCREWS ATTACHING THE w WALLBOARD TO THE STUDS AT THE TOP SHALL BE U 2 X BLOCKING AT 6'-0"OC EACH SIDE OF PLATE 3: LOCATED 1"BELOW THE BOTTOM OF THE"U" N — 3 NOTE: O �� TRUSS TH (2D0 NOT NAIL) 16d EACH NBLOCKING D TO OTO ADJACENT RD OF (� 3 SHAPED DEFLECTION CHANNEL. 0 � BLOCKING OR PLATE o • WHEN CHEMICAL RESISTANCE IS REQUIRED p OPTION: "SIMPSON"DTC TRUSS CLIP AT 4'-0"OR C? 2 X b WOOD STUDS AT 16"O.C. 3 cri FOR INTERIOR INSTALLATIONS USE EPDXY c� 3 v b'-0"OC IN LIEU OF BLOCKING O MORTAR AND GROUT PER ANSI A118.3 C t z 3 • TCNA INSTALLATION METHOD W244 O r 3 2 X STUDS AT 16"OC WITH ARCHITECTURE PLUS INC. Q Q Q Q GYPSUM BOARD EACH SIDE 4335-B NORTH STAR WAY MODESTO, CA 95356 13 INTERIOR WINDOW HEAD / JAMB 1 TILE AT STUD WALL 7 STOREFRONT DOOR TRANSOM DETAIL 4 INTERIOR FULL HEIGHT WALL 1 INTERIOR NONBEARING WALL ph. 209.577.4661 SCALE: 3"= Y-0" SCALE:3"= 1'-0" SCALE: 3"= l'-0" SCALE:3"= l'-0" SCALE: 1"= 1'-0' fx. 209.577.0213 www.apiarc.com EXISTING ROOF TRUSS DUAL PANE GLAZING-SEE STOREFRONT SCHEDULE FRANK C.BOOTS 5/8"M.B.WITH NUT ON EACH SIDE JOSEPH L.SMITH RODNEY C.ALONZO ARCHITECTS INTERIOR EXTERIOR a 00 U CONCRETE SLAB DOUBLE TOP PLATE ALUMINUM STOREFRONT ASSEMBLY-INSTALL PER SOLID 2X BLOCKING AT CEILING LINE MANUFACTURER'S SPECIFICATIONS-SEE PLAN 2 X 6 BLOCK EACH SIDE WITH A35 EACH QUARRY TILE FOR DOOR SWING DIRECTION STUDS AT 16"OC z CEILING JOIST END DRY SET OR LATEX-PORTLAND o '" GYPSUM BOARD-TYPICAL EACH SIDE CEMENT MORTAR BOND COAT Z °� W U b X b POST BONDED WATERPROOF ALUMINUM THRESHOLD-PROVIDE SEALANT FULL MEMBRANE LENGTH OF THRESHOLD AS REQUIRED W X Q W CONCRETE CONCRETE LANDING-SEE SITE PLAN ` N = PROVIDE A 60"X 60"CLEAR AND LEVEL LANDING ~ ' GYPSUM BOARD CEILING / AT FRONT APPROACH AND A 60"X 72"CLEAR W O 0 AND LEVEL LANDING AT SIDE APPROACH METAL DOOR FRAME QO ID o a 4 a° c 7-4 Q ° a. ° , . Z o aa a a ° ° a ad d a ° `d ° a. e°a PROVIDE SEALANT AS REQUIRED SUSPENDED CEILING-SEE REFLECTED CEILING ;