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FEMA-EC990122wry31`i'�`f8 BUILDING PER -MIT APPLICATION Print or Type in a Clear, Legible Manner Job Address: 1LD DT 1L Cez� iL Date: 1 _ _ v 1 Lot: Block: Subdivision: Phase or ryY�IU. Section Number: Owner Address: P0,JDX 7QaV6 Q U �A � Phone #: Q "]� pO // U' Contractor: It 1 1 Address: I t t t Phone #: t f / Description of Work to be Done Class of Work: &k<ew ❑ Addition ❑ Alteration ❑ Repair ❑ Demolition Area of Building in SquareFeet First Floor T Second Floor/ 0p2 NOTICE Garage Other wiz 9 Y 4 i GRA This permit becomes null and void if work or construction authorized is not commenced within 180 days, or construction on work is suspended or abandoned for a period of 180 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state or local law regulating construction of the perfomWce of construction. .2_ Uy_ !�\ "Ji E,'Nts i,.w/-'\eSJ Signature of Contractor or Authorized Agent Print Name fox oxcr- �7 tree. Q.. 2nw-J Electrical Contractor Plum ing Contractor Mechanical Contractor FPMC - 1 (4/94) Value of WorkOG to be Perfored � m BUILDING INSPECTION - WHITE, APPRAISAL - YELLOW, CUSTOMER - PINK B -Z D ELEVATION CERTIFICATE o.Ar.ano3o6y-0On / Expires May 31, 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood Insurance purchase requirement. This form is used only to provide elevation information MCfseary to ensure calipflanCe with applicable communiy, floodplain management ordinances, to detemnine the proper insurance premium rate, andlor to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Mstruagons for eompletlng this form con be found on the follor" pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE 9UILDINGOWNER'BNAM POL1�TrNhIBER STREET ADDREW (klomdklp AIL. Unit, SIIae WW*r We. rN~ OR PO. ROUTE AND BOX NUMBER I COMPANY NW NUMBER OTHER DESCRIPTION (Lot ww amok Nwrlbws, or_) tale 2, �, 1tYI= IMM, SOLTICM 2 Cm STATE ZIP CODE COl!rPIIZ.L Tzxhs 75019 SECTION B FLOOD NiBURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instnrctiorw): 1. COMMUNTV NUMBER 2 PANEL NUMMER a BUFRX 4. DATE OF r %RM eroeX a. nRM ZONE 6. BASE FLOOD ta.revATnoN I cin AO Zarles. use drPaln 4M 70 0010 E ZAM 3-29-9S Z/AE 451 -SO 7. Indicate the elevation datum system used on the FIRM for ease Flood Elevations (8FE): IR NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no WE is provided on the FIRM, and the community has established a BFE for this building site. indicate the community$ SFE: I I I I I I, I,,,J test NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, Indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes (he subject buNding's refinance level 1 . 2(a). FIRM Zones Al -A30, AE, AH, and A (with SFE). The top of the reference level floor from the selected diagram Is at an elevation of l I I41s161,d teat NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with 8FE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at en elevation oh I I I I I I.LJ teat NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE).. The floor used as the reference Ishnh! from the selected diagram is LJ - J. LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the bunding. (d). FIRM Zone A0. The floor used as the reference level from the selected diagram is I 1 1. ❑ feet above ❑ or bobw ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the buildings lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determifkrhg the above reference level elevations: X NGVD '29 C] Other (describe under Comments on Page 2). (NOTE., b the alevstion datum used in maissu" the slevatlam Is diif front fhan brat used on 9110 FIRM (see Section 8, )ten► 7/, their CI>r vac the elevations to the datum system used on bre FIRM and show ft conversion equation under Comments on Page Z.) 4. Elevation reference mark used appears on FIRM: ❑ Yes © No (See Instructions on Page 4) 5. The reference level elevation Is based on. 5 actual construction ❑ construction drawings (NOTE. Use of aonsbuchbn draw*k7a is only V&W b the buflding does not yet have the roftrerwe kwal floor In 0", in which case this certlltcate wN only be valid for the buiddbhg during the course of conshucU A post-comftvchon Elevation Certificate wNV be required once oarsi rvpiorl is complete.) S. The elevation of the lowest grade Ilrnnedlately adjacent to the building Is: L LAAJAJ . TAI feet NGVD (Or other FIRM datum-ses Section S, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference levet indicated in Section C, Item 1 Is not the 'lowest floor se defined in the commwWs floodplain management ordinance, the elevation of the building's "lowest Noor" as defined by the ordinance Is: I I I I I I . LJ feet NGVD (or other FIRM datum -see Section B, Item 7). 2. bate of the start of construction dr substantial Improvement FEMA FOr11/ M -71r A"Y" REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTWICATION This certification is to be signed by a land surveyor, engem, or ardtitect who Is audtorized by state of local law to CW* elevation Information when the eibvation information for Zones Al—M, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community olNcfals who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued 8FE), a building official, a property owner, or an owner's representative may also sign the certiNcatlon. Reference level diagrams 6, 7 and B - Distinguishing Features!—If the certifier is unable to ce" to breaNewayinondneakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(,), than list the Festure(e) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. J,�* I Certify that the Information in Sections B and C on"oerNlrcale represents my best efforts to irMerpnrt the dau aw+ ;* �;IsrFR•5• I understand that any false statement maybe punishable by fine or Imprisonment under 18 U.S. Code, Section 21001. ,•�¢ N`Q., t ROSUT CEWIFIEWS NAME UCENBE WJMBER W Aft Seel) , �......"""•• REGISTERED PROFESSIONAL LAND SURVEYOR ANALYTICAL SURVEY +•S► v TITLE COMPANY NAME ••., S14vk-i P.O. 72797 GARLAND, TEXAS 75047 UCt AD CITY STATE f✓..f/� �i__ _ I_-Je_aa 272-6287 91pNA�4RE DATE PHONE Copies should be made of this CwW100e for: t) Community oRICNI, 2) Insurance agenl/company, and 3) WW" oWW- COMMENTS: ON wnN ON FKJM etAe SASUAINT N90, on cminyI! A V ZONES ZONES �res�c¢ u�� PLO= 8LE„ArAN 1 i[•il A A V The diagrams above Illustrate the points at which the elevations should be measured In A Zones and V Zones. Elevations for all A Zones !should be measured at the top of the reference level Noor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Paige 2 --------k==- 115_00----- I a , o I r------ ----------- --- 20'-B. L. M COVERED i� o TERRACE � I I I , I , IJ .m I MSN I I ,�-- �15 -�0 I 88'-2' _�• � I i i I �� A I !2 A ORCH M1N i � I I , L_ 30' B.L. 12'-0" DRIVEWAY 1 1I I V• 0 I I U { 4'-0" WIDE CONCRETE WALK - _ 115_00' 5'-O" --- - ------------ '-CITY WALK AS REQ'D PLOT PLAN BRENTWOOD BUILDERS, INC. SCALE: V -20'-O" THE ESTATES AT CAMBRIDGE MANOR - PHASE II JOB #97169 LOT 2, BLK B COPPELL, TEXAS DATE: 12/8/98 51-0. rt - 12,-o" DRIVEWAY L 115.00' �CITY WALK AS REQ'O PLOT PLAN CASTLECREEK B.L. 4'—Om WIDE CONCRETE WALK -4--------- 1 4--------- BRENTWOOD BUILDERS, INC. SCALE: 1'=20'-0" THE ESTATES AT CAMBRIDGE MANOR JOB #97169 LOT 2, BLK B COPPELL, TEX f" 7K-�Qfk-TELL/23/99 -K`,� , " LA v OF ILH 3 FORM SURVEY BEING Lot 2, Block B, ESTATES OF CAMBRIDGE MANOR, PHASE II, An Addition to the City of Coppell, Dallas County, Texas, according to the map thereof recorded in Volume 97084, Page 4971, Map Records, Dallas County, Texas. w.w.." u. . . G ^^9 r in vv w vu •. O INN o� 33.5' ui ;n 2.6' ,n ;o 15.9' o -j 14.5' ,n 4.2' vi p 2.2'N to N FORMS ONLY w cV 15.9' 12.3' 00 N 1 1.1 ' n ;n 12.3' NN10.7'N O 22.7' W FI 1 7.8' o IV 5.8' 11.5' LL in N o u7 N 01 M 18.5' OC 11.5' 30' B.L. (P.P.) 10' X 10' b T.U. ESMT. (P.P.) M M 5' U.E. (P.P.) no N 00.20'08" E 115.00' ria REF BRIG (P.P.) CASTLE CREEK DRIVE 1 NOTES NO SEARCH OF RECORD EASEMENTS HAS BEEN PERFORMED ON THIS PROPERTY (P.P.) INDICATES THAT BUILDING LINES, EASEMENTS, BRENTWOOD R.O.W.'S ETC. AS SHOWN HEREON ARE PER PLAT. (P.Z.) INDICATES PER CITY ZONING REQUIREMENTS. ptE OF TE+ BUILDERS ROBERT C. :MYERS ADDRESS 606 CASTLE CREEK DRIVE 3963?per NAME 1-2B %FESS� suA�P.O. NO. 971 69 SCALE 1"=20' / MYERS R.P.L.S. N 963 DATE 1-20-99 (REV.1-28-99) DRN.. BY AC ROBERT C. MYERS Annigfirat fururp 'nr• GARLAND, TEXAS P.O. BOX 2797 (972) 272-6287 (972) 272-8407(FAX) 'A PROFESSIONAL COMPANY OPERATING IN YOUR BEST INTEREST- 75047 GENERAL NOTES DESIGN: The design of this foundation has been based upon: 1 Prevailing and local good standard practice. 2 Design and Gonstruclion of Post -tensioned Slobs-on-Cround, Post -tensioning Institute, 1996. 3) Building Code Requirements for Reinforced Concrete, 318-89, American Concrete Institute. MATERIALS: 1) Rebar shall be sized as noted on plans. All rebar shall conform to ASTM A-615. Size No. 3 and No. 4 shall be grade 40. Larger sizes shall be grade 60. 2) All concrete shall have o minimum compressive strength of 2,000 psi at time of stressing, and 3,000 psi at 28 days. Water content shall be controlled and minimized. Otherwise, cracking due to shrinkage will be excessive. Plasticizing additives are recommended. PAD PREPARATION: 1) Contractor shall advise the engineer of steep slopes adjacent to the buildings, or any other site conditions which may not be described on the plans or in the sail report. Where highly active soil is extremely dry, future soil movements will be increased. Contractor shall advise engineer of this condition. 2) Preparation of the building pod is important. Slab shall not be placed on un -consolidated soil fills of any size unless the fill has been considered in the design, or the slab is supported on piers. Unless specified other- wise in the soil report, all fills shall be compacted to 95% Proctor density according to FHA data sheet 79-G. Deep fills must be layered 8" maximum thickness with consolidation of each layer. Water shall be added cccording to the soils engineers specifications, and shall be maintained until the slab is constructed. If only a portion of the structure is on deep fill, the engineer shall be notified prior to construction. 3) Trenches for buried plumbing shall not run along or under beams except to cross of right angles. Trench backfills shall be thoroughly compacted. If sand is used for backfill, use a cloy moisture plug at the edge of the foundation. 4 Piers may be used only if they ore specifically shown in the design. 5; Beam trenches shall be clean and per plan in size. Loose soil, clods and trash shall be removed from trenches before concrete placement. Only surface saturation shall be permitted at bottom of trenches. If there is deep mud, it shall be removed prior to concrete placement and replaced with firm soil. 6) If firm rock is encountered during trenching for beams, beam depth may be reduced. Beams need to penetrate rock only enough to achieve minimum depth of 12". Weathered shole is not rock. 7) Beams more than 30" deep not detailed in the design shall be brought to the engineers attention before concrete placement. 8) There shall be a layer of sand or gravel under all slabs. CONCRETE CONSTRUCTION: 1) Contractor shall field verify all dimensions. Engineer does not lake responsibility for dimensions or for orchitectural features. Engineers basic responsibility is for member size and strength. Contractor is responsible for fit & finish. Where there is o discrepancy between dimensions shown hereon and on the architectural plans, the architec- tural plans shall control. See mechanical drawings for openings. Notify architect of any discrepancies that cannot be resolved in the field. 2) There shall be a layer of poly under the slab if the sub -grade is damp or if required by architects specifications or local or FHA codes. If used, poly shall be cul back to expose the bottoms of beam trenches. 3) Poly is necessary only under living areas. It may be omitted of garages, porches and patios. 4) Construction joints are not permitted unless detailed or specified by the engineer. 5) Bars shall be tied to all intersections. Rebar shall be adequately supported and tied in place even It supports are not detailed on plans. Reasonable care shall be used during placement of concrete so that positioning of rebar & supports is maintained 6) If top rebar is shown at an inside corner, it shall extend at least 2'-0" post the corner into the slab. 7) After slab is poured, water shall not be allowed to pond cdjacenl to it. Proper drainage is permanently necessary for slab to maintain its integrity. Builder shall advise owner of this requirement. B) The use of a curing compound is recommended, especially in the case of hot or windy weather. POST -CONSTRUCTION: If constructed on active soils, the long-term performance of the foundolion will depend on maintenance by the owner. Thus the builder shall advise the owner of the following: 1) Drainage must be maintained. Water shall never be allowed to pond near the foundation. ' 2) The -soil around the foundation shall be maintained in a relatively damp condition, such as that required to keep a town green. If it is too dry, it will shrink. If it is too wet, it will heave upward. PLAN AND SECTION NOTES: 1) Plan may'Fe reversed opposite hand (left to right) in field. Except for plans partially supported on piers. 2) Not all sections shown apply to each project. 3 For *Cr and 'W dimensions, see plan sheet. Foundation Notes: 1)Droinoge shall be maintained around the foundation at oil times, both during and after the construction period. Surface water shall flow rapidly away from the foundation. The builder shall advise the buyer of his responsibilities to maintain drainage and soil moisture so that future soil movements ore minimized. 2)Slab shall be 4' thick. U.N.O. reinforced with wa_ s @ 14 O.C. EX 3)Beoms shall be 10 "W* 24" "D" reinl. w/ 2 • _4's Top & 3 0 4 's Bolt. and w4 vertical bars @ 10—' O.C. 4)Concrele shall be 3,000 PSI 5 See General Nates and Typical Detail Sheet. 6; (*) Asterisks indicate dims, to be verified or furnished by builder. See note •1 under concrete construction on Gen. Notes Sheet. 7)lf uncontrolled fill exists on the site, piers may be required: NOTIFY ENGINEER. 8)This plan is invalid unless accompanied by a letter from Strand Systems Engineering authorizing its use on a specific Lot, Block and Address in a given subdivision. Foundation Nlan w3's @ 14' 0.C.E.w. See 0 4 . 4'-IY @ 16 O.C. an strucliori Bene dowels as regd. Noe • I virile cement is still — 0 2-4's icP — Chip away upper edge li at 'o & cant. i of existing foundation i Drill I' a odes oo\\�/�/�\/.`%\!�!!� '•: /\\ P/ Sand levelingcourse slant to retain C. t men, = I 13's@ ta' O.C.E.w. 4 vertical burs Pu No specific thickness) blow clean, a fill w/ - L 10 4 ' l -Rot or guol. Alte @ 37 O.C. U.N.O. O Drill 3 4 Drip /f nates & 1 3-4's Boll. all with epoxy. Nr O Existing structure New consln¢rnn 10. CITY OF COPPEu peg{Tw " Wvs �". 1 wh m x f-0' l6 O.C. P rf I c Bend dowels as regd. Mile Ceentt is stillChip Dray upper edge f} wet. or of of existing foundation i 'l • / �_%� �i __�_r.):8 pians 9i :♦ S remit' n ;,Ji}f; SGnI) not vi mean I G.7nstrvtfoil M Cirtct Coidilct Oris I• a notes on �'� • j �' i Wllr� 'i a< ir! f at 'roppea Bulking cimes ana ZOIJ•gIP slant to retain cement, / I �rl]jI.�rl(: & lobe dean. k til w/ e : Pa -Rot ar equal. AAemale: Ods 3/4• hales k Fl with epoxy. See delay JA For OO rebar byoul �► 3 GENERAL NOTES & TYPICAL DETAILS LOCATED ON BACK OF THIS SHEET c � 0 N j9 N of C a < `o c u c o ,c N C O CL O: n Q. do z a_ co c n c rh UJ :1 y z IN N M a J 1 Z s a N s z o c ryl (•1 :1 O Z Q `y LLJ Lli 1-10 w Y 0 m LLJ LLJ m Q Q z m U_ U X O ` WLL. LLJ ~ 0 0 _J O 1— 0 Q V) LLJ J Q U ALJ CN a- Q'_fn o00 0 �7w _1 (.00 2 0) O V)' a' \ 'LLJ > \ Z Y C V S ---ET NO. 1 1 993617 c � 0 N j9 N of C a < `o c u c o ,c N C