3314 Lytton Hall Dr - Laserfiche WebLink

Browse Search

OP 0 ao 12 12 F5 5� �5 HEEL - s 12 3 TAB SHINGLES. ROOF -------------- - - -�--�- -—�5----- - INSTALLED AS PER F4 `J iv MANUF. SPECIFICATIONS T.O.M. ------ - - ----------------------- 1'-0" HDR HGT. _ _ _ _ - I I------------------------------- -- ------ TEXTURED CEMENTITIOUS FINISH 1" x 9" SMOOTH I I a ❑ TEXTURED ON C.M.U. (TYP.) HEAD / BAND TEXTURED 1 I I�J u u u L� 2"x4"SMOOTH ❑❑❑❑❑❑ ❑❑ SILL / BAND -- I ---� 1��--1 --- F.FL.--- - - - - - - - 12 5� 4' RIDGE VENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,'-0" 2'-0" PRE -ENGINEER TRUSS 12 5�� REFER TO STRUCTURAL PLANS FOR BEAM SIZE 2'xa° TYP. , 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. , , , REFER TO STRUCTURAL , , , PLANS FOR POST SIZE , 12' , � 12 , 2x FRAMING AS REQ. V RI POST TO CMU d CONNECTOR - REFER TO STRUCTURAL PLANS .,; ; ..fi�r•: (1) 2"X4" TYP. io w (2) 2"X6" TYP. w ' i'y •f i' f •Yyi FIN. FIR. SEE FOUNDATION PLANS FOR FOOTER SIZE — — — — — — COLUMN DETAIL FRONT ELEVATION - 131 SCALE: 1 /4"=V-0" 12 �5 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M. ------------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. TEXTURED CEMENTITIOUS 4 FINISH ON C.M.U. co (TYP.) io LEFT ELEVATION - 131 SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. L� 0 0 0 z z Q g- J z ^N r 0 o -J LL 0 O u., to c U m = o Q & o N N Zoe a W Q N yg �z ° v V H� O l) Z N Q fX h O O F E SS�4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o o w LL. ce E io o- 2 ym go Q cL U I— n] tE. a8 X U oa wa� V z o E O L �� a 2 wo Z W04 w� • rp N C ¢Q 2 OU v �i o ix ZLL Z (n N J22 m r; ee o Q W i 3o 3 y nU W S 5 0 ¢g NW o C0 o� a o- � za o3 G o T N > M L. \W ./ q' 00 CV LL. 4- m M = d- T O LO • "t N r iD T M T r 00 M M c M CV " r- E O Z a. w 0 _J ¢ p °� JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. 3.1