Laserfiche WebLink
FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />12 <br />5 L <br />12 EXTERIOR PLASTER <br />-' <br />_=.L. -T .-.. ON FRAME <br />r 5 <br />1" x 4" SMOOTH <br />TEXTURED <br />FLASHING <br />, <br />- - '� -------------------- ,- '��_ TRIM BAND <br />_._ <br />T.O.P. - - <br />HDR HGT. <br />F16 EXTERIOR <br />60 F1um�o_ PLASTER ON <br />FRAME <br />25 SH 12 25 SH 25 SH <br />ao W 5 FLASHING 1" x 12" SMOOTH <br />TEXTURED <br />2nd FIN. _ <br />---------------------- ------------------------- <br />M FLR. _-__ ___ - "-_ ------------ -- TRIM /BAND <br />T.O.M. o <br />CJ / WEEP - - - - CJ / WEEP <br />HDRHGT._-- - - - - - - - - ----L - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- F20 <br />% <br />I I F1 <br />1r <br />H HI I <br />1 - <br />--. 1 �� �� -1 TEXTURED <br />OD <br />— - - - <br />CEMENTITIOUS <br />60 F1FINISH ON <br />CMU (TYP) <br />35 SH- --_�1 _ _ __ -- al F20 <br />FIN FLR <br />I1111 1111 <br />3068 16070 OVERHEAD DOOR <br />F2 � F21 <br />F1 F1 ELEVATIONFR NT <br />O - B1_ <br />SCALE: 1 /4"=1'-0" <br />PIRFf?(_`1 ACQ -(ZWlklrl P <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />T.O.P. <br />_ — — — — HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDRHG <br />--__--- FIN FLR <br />v <br />ti <br />IT <br />ao <br />1 " <br />f)LNT(RY COLUMN DETAIL <br />SCALE: 1/2"=1'-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES, <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and A C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />S� <br />�'o� OFESSt <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />.. .. WOD <br />r Q <br />004 <br />e� <br />toN# � 8N t0 <br />00 p <br />o <br />w d) LL yy <br /># W <br />� .LL d <br />dJ <br />Q <br />LL <br />M uu ' W <br />LLLL aa' <br />W <br />0 Tcn a <br />W N O Qx 0 <br />N COa U0 � <br />O <br />Z <br />W <br />❑❑❑ <br />CD <br />z <br />z <br />Q � <br />a <br />U) <br />U) <br />4-+ <br />•U <br />z <br />15- g <br />0``' <br />�N <br />yv <br />U <br />w <br />A <br />V N <br />Q <br />Qa� <br />II� <br />Yi <br />W <br />Z <br />Q <br />QE <br />o <br />"- <br />=o <br />s <br />>o <br />Z® <br />Z <br />F' C <br />g C <br />V E <br />N <br />3U <br />" <br />�O <br />2 <br />Wo <br />8 [QV� <br />2 <br />B <br />Wx=� <br />o <br />e <br />8 <br />WW <br />O <br />Z <br />_J <br />UJ <br />m° <br />2 <br />W0 <br />sU <br />1w <br />N10 <br />Ov 5 <br />0 <br />ON <br />= <br />�L <br />^L <br />W <br />M <br />•� <br />c <br />co <br />J <br />N <br />Y <br />CN <br />^ <br />a- <br />� <br />�i <br />O <br />I—LO <br />m <br />U <br />CO <br />tv <br />N <br />I <br />rn � <br />T <br />E <br />N <br />:3 <br />M T­- <br />o <br />o <br />Z <br />Z <br />E O <br />o <br />T7 <br />c <br />M <br />a) <br />a <br />0 _J <br />a o <br />� <br />JOB <br />NO: <br />20-8078 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />