Laserfiche WebLink
52'-4" <br />52'- 4" <br />'6V (::)5 3b <br />24'-0- <br />F:X I <br />Row 144ow MR I <br />-099 'C4 <br />SCALE 1/4 V) <br />Note: Conden5ate and roof down5pout5 5hall di5charoje at lea5t 1'-0" Away from buildin6j 51cle, waII5 <br />Note 1: All Plumbing, Electrical and Mechanical rough —ins must be <br />complete, inspected and approved before requesting the framing inspection. <br />Note 2: Post a permanent sign which identifies the termite treatment provider <br />and need for re —inspection and treatment contract renewal shall be provided <br />The sign shall be posted near the W/H or Electrical panel. <br />Note 3: SHEAR WALLS <br />All masonry wall segments (Having no opening which exceed 144 sq. inches with a <br />dimension on any side No greater than 12") 3 feet or more in lenght between filled <br />cells <br />are considered as shear walls. This plan meets or exceeds shearwall requirements. <br />Note 4: Girder/Hipset Anchors <br />(1) (1) Simpson HETA 20 w/ <br />14-10d x 1-1/2" <br />(2) (2) Simpson HETA 20 w/ <br />GENERAL NOTE5 <br />00 <br />ALL EXTERIOR WALL HEADER HEIGHTS ARE <br />@ 8'-0" A.F.F. UNLESS NOTED OTHERWISE <br />BUILDER TO VERIFY ALL MATERIAL SELECTION <br />t DIMENSIONS PRIOR TO INSTALLATION. <br />* ALL INTERIOR WALL DIMEN51ONS ARE 4" <br />UNLESS NOTED OTHERWISE. <br />* 10-8" HIGH FLAT CEILINGS <br />* ROUNDED CORNER BEAD THROUGH OUT. <br />* ALL WINDOWS AND EXTERIOR FRENCH DOORS <br />WILL BE IMPACT PROTECTED W/SHUTTER <br />SEE DETAILS ATTACHED <br />24'-0"- <br />12'-4" <br />DKKA <br />0 <br />cc <br />Ln <br />00 <br />^00 roo <br />TOM 90-811-1 <br />14'-4" <br />Q3 , _;Z I <br />I — 15 <br />6'-10t' 3'-8"----, -6'-10"- <br />99 <br />V) <br />0 <br />LZ 4-L <br />A <br />VVIIIA T� <br />1- #5 VERT. DOWEL <br />FROM FTG. TO BOND BEAM <br />IN POURED CEL W1 25" OVERLAP <br />00 <br />00 <br />3'- 0" e.. <br />Z <br />00 Z -0 <br />I <br />^rl <br />0" <br />Z <br />Z <br />00 <br />1 <br />71) <br />3'- 4" <br />6 <br />3#-2't 5'-2-1 <br />A <br />F_ <br />4" (3.000 P.5.1.) CONIC. 5LA5 W1 <br />GXG- I Cl/ 10 W.W.M. OR <br />fIDEK ME5H ON G MIL. <br />VAPOR 5ARRIER LAPPED G <br />AND TAPED OVER CLEAN <br />957o COMPACTED TERMITE TREATED <br />f ff. ELEV. 8G. 5' BASIED ON NAVID 5Y5TFM <br />F__ <br />[F— UFDF1 <br />0 <br />�m 6'-10'- <br />01 -.1 <br />-3 0'-63 <br />I I <br />00 <br />1 <br />_00 <br />X <br />1 2 <br />5'-2- <br />e FA <br />It <br />—4— <br />)K T <br />36X64" TUB <br />-JFU2F-RFn I <br />01-101F <br />13'-40- <br />STEM WALL PERIMETER <br />fOOTER <br />3'- 4" <br />01-1011 <br />'0 <br />29'-4" <br />5TEP DOWN BEARING <br />fOOTER <br />;; 2 # 5 ROD <br />4� <br />FOUNDATION PLAN <br />00 <br />I <br />5CALE 114"= 1 -011 <br />SLAB ON GRA)E <br />TO BE 4" THICK WITH 6 x 6 — WI.4 x WI.4 W.W.F. ON VAPOR <br />BARRIER OVER <br />COMPACTED TERMITE TREATED SOIL. <br />TOP OF SLAB <br />ELEVATION = 0'-0" EXSITING. <br />PROVIDE 12" <br />MIN. SOIL COVER OVER ALL EXTERIOR FOUNDATIONS. CONTRACTOR <br />TO FIELD VERIFY <br />FOUNDATION ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER <br />OF ANY DISCREPANCIES. <br />REFER TO ARCHITECTURAL/ <br />CIVIL FOR EXTERIOR SLAB AND SIDEWALK <br />INFORMATION. <br />INSTALL MASONRY <br />CONTROL JOINTS AT 32'-0" O.C. MAXIMUM. REFER TO <br />MASONRY CONTROL <br />JOINT DETAIL 1/Slb. COORDINATE LOCATIONS WITH <br />ARCHITECTURAL <br />REQUIREMENTS. <br />CONTRACTOR <br />TO COORDINATE TOP / BOTTOM OF FOUNDATION ELEVATIONS WITH <br />EXISTING SITE <br />CONDITIONS AND STEP FOOTINGS AS REQUIRED TO MAINTAIN PROPER <br />COVERAGES — <br />SEE DETAIL <br />THE SAFE ALLOWABLE <br />SOIL BEARING CAPACITY FOR PURPOSE OF DESIGN IS ASSUMED TO BE 201 <br />All Soil or Waste <br />pipe or building drains under a footing or through a foundation wall <br />Shall have a <br />pipe TWO (2) sizes greater than the pipe passing though as per <br />10. CONTRACTDR <br />TO VERIFY ALL DIMENSIONS AND MATERIAL SELECTIONS PRIOR TO CONST. <br />SEE SHEET DETAIL <br />FOR WIND TABLES. <br />'71 <br />52'-4" <br />R403.1.4 Minimum depth. <br />All exterior footings shall be placed at least 12 inches (305 mm) <br />below the undisturbed ground surface. <br />e <br />1`0 <br />W/H <br />28'-4" <br />S-19cq <br />E <br />0 <br />4'-8- <br />V-6" <br />60-9" <br />1W <br />0) <br />�4 <br />cc <br />a <br />E <br />CM <br />.2 <br />U_ <br />LO <br />Uj <br />ai Cal <br />r <br />I <br />0) <br />C: <br />0 <br />_; f 5*-4--_7I1_. <br />4" SUNKEN <br />1 <br />1 <br />E <br />PEAR Engineering <br />Design Service, LLC. <br />10'- 4" <br />#5 VERT. DOWEL <br />/I FTG. TO BOND BEAM <br />ED CEL W1 25" OVERLAP <br />21'-0" <br />0 <br />I <br />'00 <br />THIS DOCUMENT AND ALL INFO <br />ATION, <br />DESIGN, CONCEPTS DRAWINGS, DETAILS, <br />SPECIFICATIONS AND GENERAL NOTES <br />CONTAINED HEREIN ARE THE EXCLUSIVE <br />PROPERTY OF "PEAR EDS" <br />IT SHALL NOT BE COPIED OF TRANSMITTED <br />IN ANY FORMS OR BY ANY MEAN ELECTRONIC, <br />MECHANICAL INCLUDING RECORD <br />NG <br />PHOTOCOPYING, INFORMATION STORED <br />RETRIEVAL SYSTEMS STRICTLY WITHOUT <br />V) THE APPROPRIATE PRIOR WRITTEN PERMISSION <br />PEAR EDS, LLC. THIS DRAWING SHALL BE USED AS A <br />REFERENCE DOCUMENT AND WORKING INSTRUMENT <br />ONLY BY AUTHORIZED PERSONNEL. <br />Engineer of Record <br />LO <br />T <br />in <br />A <br />SUNKEN <br />6'- 0" <br />O.0 <br />1/2" ANCHOR BOLTS 0 28' <br />12'-0" <br />ALL wORK <br />COC)PS S11ALL COMpLy Wlrtj PReV <br />FLORIDA a <br />NAT10NAL Ete UILDING COORI .41t <br />AND THE C,7, CrRIC C00e, <br />ORDINANCES 0FZePtjyjjjjj4L <br />SLOPE <br />REVIEW, DATE IJUL 2 6 2023 <br />CITY OF ZEPH,R7H1 <br />7 <br />PLAN EXAMINER <br />z:R <br />N <br />'M'c <br />W) <br />Z <br />0 <br />1 <br />04 <br />r <br />'N <br />-1 <br />-T <br />-0 <br />T (3 <br />Z <br />0 <br />0 <br />2 <br />- 1 <br />LO <br />F_ <br />Xd: <br />4" <br />6'- 10"- <br />23'-0" <br />Martin Arache Mori PE # 80085 <br />_j <br />r N <br />M <br />rV14 <br />Uj <br />N <br />U_ <br />0 <br />rV11 <br />< <br />0 <br />W <br />bi <br />_j <br />r ok <br />Z <br />vw <br />0) <br />LU <br />0 <br />0 <br />ir <br />0- <br />co <br />DRAWN BY: AY <br />DATE: 5/10/2023 <br />SCALE: 1/4"=l' <br />FILE NAME: GONZALEZ-RESIDENCE <br />REVISIONS: <br />NO. DATE DESCRIPTION BY <br />DRAWING TITLE: <br />FOUNDATION - FLOOR PLAN, <br />WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE <br />OVER SCALE DIMENSIONS. CONTRACTORS SHALL <br />VERIFY AND BE RESPONSIBLE FOR DIMENSIONS <br />AND CONDITIONS OF THE JOB <br />DRAWING NO.: SHEET NO.: <br />1 <br />SET TOTAL SHEETS: <br />1/6 <br />