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FEMA-EC970802►�1 ` 7 The t Job Address: Ili JR 1 Lot: Block: Owner Contractor: Description of Work to be Done �, M- - — t - - Area of Building in Square Feet First Floor ',10 Second Floor d NOTICE BUILDING PERMIT APPLICATION ,y97 Print or Type in a Clear, Legible Manner 1N LjkP Subdivision: Phase or Section Number: Address: ( "�j Phone #: Address: Phone #: Class of Work:iew ❑ Addition ❑ Alteration ❑ Repair ❑ Demolition Garage Other 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 performance of construction. '—Signature of Contractor or Authorized Agent P 'nt Name . Electrical Con actor Plumbing Cont for Mech cal ontracl FPMC - 1 (4/94) Value of Work G�,.� to be Performed Lam! `-fit t l U A FOR OFFICE USE ONLY O.M.B. NO. 3067-0077 • ELEVATION CERTIFICATE, Expires May 31, 1996 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 necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMB). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER Drees Homes STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER 450 Cornerstone Trail OTHER DESCRIPTION (Lot and Block Numbers, etc.) KMOPM Lot12• Block A, Copperstone _ xx[xxX CITY STATE ZIP CODE Coppell Texas SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5, FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 480170 0010 E LOMB 1/25/95 1 X 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): k I NGVD '29 I .1 Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: IAJ_1 I I .I 1 feet 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 the subject building's reference level _1 _ . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I ) l_ lt".d feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I . 1 1.1. 1 feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I I . I I feet above I) or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I I .I I feet above I I or below L_ I (check one) the highest grade adjacent to the building. It no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: I I NGVD '29 I 1 Other (describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: I Yes I ) No (See Instructions on Page 4) 5. The reference level elevation is based on: IXI actual construction I I construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I_._L. _L41�$yl�l. I feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C. Item 1 is not the "lowest floor" as defined in the -community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I . I I I 1.1 1 feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement 8-2_97 FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION r SECTION E CERTIFICATION ' This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1-V30,VE, and V (with BFE) is required. Community officials 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 BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—if the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the Information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) _ Richard C. Maki_ _ _ ___ __ _ _ Tx. Req. ,___4587 TITLE COMPANY NAME -- -- — Reg. Prof. Land Surveyor_ Maki and Associates, In_c. ADDRESS CITY STATE ZIP 3521 W. Pioneer Park Suite E lington _ Texas 76013 SIGNATURE ---� / - _ _ — a,vples snoura oe matte of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: According_to_ the _HUD_ Flood Insurance .Rate_Map,_ CommPane_l No._______ 480170 0010E, revised to reflrct LOMB dated Jan. 25, 1995, this lot is in Clear Zone X. The recorded plat fo_r C2Pperstone shows a Min. Finish__ _Floor Elevation requirement of 466.0 feet, a vertical control survey determined the finish floor_ elevation_ of -- the.. wo_odforms_o_ n_ th_ s_._lot__t_ o _ be 469.741 Bench Mark: RM 196, Elev. 467.22'. ON WITH 8LAB ON PILES, BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE L REFERENCE LEVEL BASE LEVEL REFERENCE FLOOD LEVEL ELEVATION a;r3: BASE FLOOD ADJACENT :' "r':7 RfFEREtlLL FLOOD E ELEVATION GRADE ?'•> LEVEL REFERENCE ADJACENT l.+�§ ELEVATKW LEVEL GRADE AWACENT 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 floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 OF Tic .••�'S •E''• ..q ..«.i..........«............ RICHARD C. MAKE ....��0 4587...%Roc..... Q` sua0 PROPERTY DESCRIPTION Lot 12, Block A, COPPERSTONE, an Addition Coppell, Dallas County, Texas. Lot 11 55.6' c,6X �x 8.5' to x oI 1001^ U1: JJ / ti Z - x—x 8.6' 30' to the City of -49 S 80'11 #5410 E - 8-'-� Portion of a 20' Utility Eosm't. Vol. 79074, Pg. 0099 Lot 12[U) Block A U) Min. F.F. = 466.0' �K Lot 13 21.9" N N Ito d ' M 4.3' Scale: 1 " = 20' n �n — — 27.4' ( 1 1. 7' WOOD FORMS FF= 469. 74' I N_ u 0.8' 10.5' ^i 13.3, 9.0' 1� 19, B, -.�L I t 11.7' Idg. Line ' I 30 7' ---------------------- 10' Utility Easm't. N 74001'54" W 82.52' R=850.00' 0-f 99 eappf P flaftf TiPtolf/L L=2.48' Center Line monumentation found Was used for controlling monumentation. I, the undersigned, hereby certify that the survey map hereon, and the accompanying description, depicts and describes the results of a careful and accurate survey, made on the ground, and to the best of my knowledge and belief, is a true and correct depiction and OF V • • • • T� description of the property surveyed, and that there are no • . �P , °QEal8T1r��. • �9 apparent encroachments or protrusions across boundary lines, • • CO shortages of area or boundary, except as shown hereon. The only : °N easements the undersigned has knowledge, are those as shown, , , ,., , , , , , , • , • , , , ,., however this property is subject to any and oil easements, ROCHQ�D Q HMOreservations, and restrictions that may be of record. Any , , ,,, , , , , , , , , • , , , ,,, • , reference to the 100 year flood plain or flood hazard zone, is an based the data hereon, be interpreted • q 4�i�D estimate on stated and should not as a study or determination of the flooding propensities of this property. 9 p� OQjn�°•Q I� �SS9 Note: This survey was performed in connection with the transaction �•' S ° described in: Form Survey, for Drees Homes (Att: Andy) / ��I 1LJS� i�JJJ ;1 ��'J 1J:1 '1 :�� lAd. Richard C. Maki P.O. BOX 14293 ARLINGTON, TEXAS 76094-1293 Registered Professional ( 817 ) 274-6883, Metro ( 817 ) 261-8138 Land Surveyor No. 4587 Legend: O Iron Rod Found -x-x- Wood or Wire Fence Date: 8-2-97 • Iron Rod Set A Control Monument Job No. 18441-6UR All iron rods are 1/2" rebor unless otherwise noted. Drown By: RCM / N W E C1. N N n 0 r� L d a 0 0 i r to 0' W a 0 0 a J ELa A �-C'1) TO - ri A C Cx�.. T�= Apii�V�i1• CITY OF COPPELL s�ED14 UFt t c ch^!I npt �cificationc 3;hz to'grov7alofhe plans and sp, construed of Coppell Building codesnean construction in ! wiart'! with the City/ Ordinances. .T.M.& 1"'rT -JE11.1 &M YJt W ivJ� 4.15 ..�� } STREET CUT BOARD Y \■■' 1 444 D COpP E)YS T CNE 11'54" \ 1 'C 3H_C' 0V£Rg4 M/N CUSTOM HOMES 1521 N. COOPER RD. SUITE 500 LB 20 ARLINGTON, A 76011 (817)469-9991 Copyright ©, 1996 The Drees Company A6 rights reserved. SCALE 1*=20r These plans are protected by Copyright. No part of these plans may be reproduced in any form or by any moons• including photocopying• without the written permission from the Copyright owner. - CITY OF COPPELL REVIE GATE Jkpproval of the plans and sp^ i€ications hall construed to mearE`; ctiun in L irci+ coi ith the Cii�j of Coppeil Building codes ar 4 Zo Akdinanees. SUBDIVSION NOTES - LANDING (MIN. 3.0'x3.0") AT EXTERIOR DOORWAYS SHALL NOT BE MORE THAN 8-1/4- BELOW TOP OF THRESHOLD. - PLOT PLAN REQUIREMENTS: MINIMUN FRONT YARD MINIMLIN REAR YARD MINIMUN SIDE YARD STREET SIDE OF CORNER LOT 25'0" or 30'0' (SEE PLOT PLAN) 20'0' SEE BELOW SEE BELOW - DETACHED GARAGES NOT PERMITTED - POST TENSION CODE ALL FOUNDATIONS TO BE ENGINEERED - BRICK REQUIREMENTS 80% PER FLOOR NOTES: - CAN BAY WINDOWS ENCROACH SIDE YARDS - NO. - CAN CHIMNEYS ENCROACH SIDE YARDS - NO. ZONING INFORMATION SF9: MIN. FRONT YARDS - 25'0' MIN. REAR YARDS - 20'0' MIN. SIDE YARDS - 8'0' RSF12: (INCLUDING LOTS 10 - 23 BLOCK E AND LOTS 8 - 34 BLOCK A ONLY) MIN. FRONT YARDS - 30'0" MIN. REAR YARDS - 20'0" MIN. SIDES YARDS - 10% OF LOT WIDTH, NOT LESS THAN 8'0" DESCRIPTION 1 COEEERSTONE AN ADDITION TO THE CITY OF COPPELL CLARINDA SQUIRES SURVEY, ABSTRACT 1327 S. A. & M. G. R. R. SURVEY, ABSTRACT 1430 DALLAS COUNTY, TEXAS CONTRACT REVISONS: (#, DATE, BY, DESCRIPTION) 4A RESIDENCE FOR: DAN AND DEMETRA DICKENS SUBDIVISION: SHEET N0. CONTRACT BY: BRIAN W. COPPERSTONE PHONE EXT. NO.: #441. JOB /: P D O CONTRACT DATE: 6/30/97 CS -12/A Foundation Notes: 1)Droinoge shall be maintained around the foundation at all 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 are minimized. 2 Slab shall be 4 thick. U.N.O. 3 Beams shall be _111—•Yf x _2�•D• 4 strands shall be 1/Y'- 270K (See gen. Notes) 5 Poly sheet should be omitted below garages, porches and patios. 6)8S d indicate beam strand to be draped down into bottom of beam. See beam strand detail on Detail sheet. Beam strand required only if shown on foundation plan. 1 See General Notes and Typical Detail Sheet. 8 (+k) Asterisks indicate dims. to be verified or furnished by builder. See note 13 under concrete construction on Gen. Notes Sheet. 9)If uncontrolled fill exists on the site, piers may be required: NOTIFY ENGINEER. 10)Strand length and beam dimensions are identical in all elevations unless noted otherwise on partial drawings. 11)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. 1x r ELEVATION "li STRAND LENGTH NUMBER ELONGATION STRANDS S-23 2 1 5/8• S-24 1 1 3/4• BS -24 1 1 3/4• S-25 4 1 7/8• BS -25 1 1 1 17/8• BS -26 2 1 7/8• S-35 2 2 5/8" BS -36 1 2 5/8" S-39 4 2 7/8" BS -40 1 X S-47 2 3 1/2- S-48 1 3 5/B BS -48 1 3 5/87 S-49 1 3 3/4 - BS -50 1 3 3/47 S-51 1 3 7/8" S-52 1 3 7/8• S-53 3 4• SS -54 2 4 1/lr S-67 6 5 1/8• BS -68 3 5 1/8" TOTAL NUMBER- OF STRANDS 41 TOTAL LINEAR FEET OF STRANDS 1838 1x r Y 4 14" L14',� [Y-4 1& 2" 3-5 1/f 14 ti -4• 3-5 1/2* // •, TOP4 x 20 16-5 1/z' L14 5-0 4A 15-0 x�� SIk1. Top 19'-9 1 2- 1-14 x�,A Top 1' 7 1 8' 9-8 3 4• 10 1 g 13-3" N.} c0 N N N m � � Y� O) QI x M � 64'-8" W r7 v N �LO L� Foundation Plan ELEVATION "B" v `^ co � o rn N CD J S-24 W p X17 Q O V) ill (nW -YN U Z m � o LLJ pa o _ af N O -1 V)W W 0- CL zu-- Wa oaC cr_Ootn0 o S -35--- 0) \ o 1 00 I ll I I I I 2-14 x 6-8' II a L — ---J l-- each way.-- L 00 U tr X -------1 r------- �------- O a; w z O I S-35 I I I I II II I o0 n U U (n I I I I FLOOR Ot1TLET. I J 5-39 I I VERIFY LOCATION I — — 1 OF 972852 • + — 15 _ I II II ^ I I I I 2-14 x 6-8• I N I L BS -40 each way. T&B L-- - —BS --L ------ e -------1 F--------11- ------ �- S-39 I I I I I J----- 2 214 x 6'-8" 2A I I I I �__----- I Tape ^ S-3914. I I I I VENT FOR DOWNDRAFT I I I 2-14 x 13-4' VERIFY LOCATION T&B 10 b' ( I I I I 10A 2-14 x13-4' N 14. - -- - --- ------7 r----- -� F- - - - - - - --I -4fr s-67 In I S-67 I I I I I I H I I I I N N .11 `n I NII N m I I I I I N N I I N N / ADD STRAND I I I I I I m I I N H m l l H Hto I '� S-67 I I I I I I I I I ADD STRAND)) I II II II 15 II '" II I �� I II II II 11 II I I 4A + L -BS -68 ---- L------� L -----J L--- ----� L -------J L -------I t? �, :r I S67 1Or-11" t0r-6 1/f I 16-9 1 Y I I tfi-8• 10' -Ir I 11'-1" I I i t 2-14 x 10' I I I I I I T� S-67 T&B I 2-14's,Top 4 Sdr • I. I VARIES I I b I s-67 .� 11 I I I I I I I I Iin L -- BS -68 � � h 1b N � 7 I I 4A 'tr Y 4 14" L14',� [Y-4 1& 2" 3-5 1/f 14 ti -4• 3-5 1/2* // •, TOP4 x 20 16-5 1/z' L14 5-0 4A 15-0 x�� SIk1. Top 19'-9 1 2- 1-14 x�,A Top 1' 7 1 8' 9-8 3 4• 10 1 g 13-3" N.} c0 N N N m � � Y� O) QI x M � 64'-8" W r7 v N �LO L� Foundation Plan ELEVATION "B" v `^ co � o GENERAL NOTES R TYPICAL DETAILS LOCATED ON BACK OF MIS %CEr �. :0 :a. 4. rn Y! o .- c? 1� C) M N.} c0 N N N m � � Y� O) QI x M � W r7 v N �LO L� N � o a� mWX J v `^ co � o rn N CD J a W p Q O V) (nW -YN U Z m � o LLJ pa o _ af N O -1 V)W W 0- CL zu-- Wa oaC cr_Ootn0 o 0) \ o 1 00 II a 00 U tr X � O a; w z O Sc o0 O U U (n SHEET N0. 1 1 OF 972852 N0. NO. B Post•lenaionng anchorage and if pooket•former (Oral docket• ?ee forma at dead ends) Construction Note 1 1 1/r jf slab strands only •l yews shown Ce plans. 8 u Te arae, Typical. b b Cheir, typical / Sand levelling coorse ( No specific thickness ) 11 ) 3 or 1 4 Stakes of 35' on center, typical. O I Beam strand or weber 0 sett. 1A .w only where shown or coned out on plan sheet (Typical). leCg�e for brick or block b / 1 3 w 1 4 stakes et Jo' On center, typical. Bectu strand a rebel 0 sect. O O 1 "1sf I only xhert % hownSher of ceded n plasheet (Typical). sk b 2.14 i,Top s --e plans O Column Footing Y-0' OI Varies: If Refer to Plans iE1-14 continuous with comer bars. ill 1_ ® Refer to Pons 'sf -6� h IL Vertical fact of beam beyond ConstnrcGon joint optional _ Verity rater -proofing requirement PRO -1 3 w 1 4 slakes et 36 an center, typical. Beem strand or rebre O sect. (V only where shown a caned out on plan sheet (iypicel). 0 f4 t_.__ O Iff O.C. 1-6 Nate: — Nand excavate as 1/2-1 required to maintain full been depth Post-ttuiorw:g strand only it _T1 she.. an pan. Rebar g toned out on plan, 13 yr on center, typical. 133or 1 4 $relate at se Boom strand at weber 0 sat. GENERAL NOTES 3 or 1 4 stakes at 36 I •yr t f ev-/ on center, typical. ' ` v ' eam strand or rebor 0 sect. OO nty where sshel or caged ut on plan shelf (Typrccl), PAD PREPARATION: err 7te 1-10—l" / Vwits: /- Refer to Pons b 2.14 i,Top s --e plans O Column Footing Y-0' OI Varies: If Refer to Plans iE1-14 continuous with comer bars. ill 1_ ® Refer to Pons 'sf -6� h IL Vertical fact of beam beyond ConstnrcGon joint optional _ Verity rater -proofing requirement PRO -1 3 w 1 4 slakes et 36 an center, typical. Beem strand or rebre O sect. (V only where shown a caned out on plan sheet (iypicel). 0 f4 t_.__ O Iff O.C. 1-6 Nate: — Nand excavate as 1/2-1 required to maintain full been depth Post-ttuiorw:g strand only it _T1 she.. an pan. Rebar g toned out on plan, 13 yr 1-14 continuous top ! Bottom 36 col. ledge where cd 2.14's lop A Bottom Or os coned out or, film 1 3 or 1 4 stokes at W on center. lyp4cal. . t on center, typical. 133or 1 4 $relate at se Boom strand at weber 0 sat. GENERAL NOTES 116 0 24' O.C. I •yr t f any where shove or tilled at slepdorm greater ,� OYI On plan shot (Iypicol). ` v J 1-14 continuous top ! Bottom 36 col. ledge where cd 2.14's lop A Bottom Or os coned out or, film 1 3 or 1 4 stokes at W on center. lyp4cal. . t 1 3 or 1 4 stakes it J6• GENERAL NOTES 116 0 24' O.C. I •yr t f ' at slepdorm greater trcnsiton ` v then 1.4 Perimeter boom PAD PREPARATION: The design of this foundation has been based open: ' 1 Prevre end local r400d standard practice. — 7-� 7 c 9 2; Design end Constructor of Post•lensia-led Skbs•on-Ground, (N.T.S.) Nook ends t•tT 1'14 Post -tensioning Insblute, October, 1980. ' into slab. ' 3) Trenches for buried plumy,•nq shop not to clang of under be^.ms except 3) Building Code Requirements for Reinforced Concrete, 318.89, American Concrete Institute. toGross at right angles. french bockfigs shell be thoroughly compacttd. Ar f 1 �I Cantor on Stepdoom Y t) Alf post -tensioned tendons and enchwoges shelf conform to Post -Tensioning Piers may be used only it they are spe�ecly shorn in the design. TA3!Pqrs InsllYte Specificotion for Un -Banded Single -Strand Tendons, The plant a I end trash Shen be removed Tram trenches before concrete placement fabricating the strands shat carry the CPPM of of the Post -Tensioning Institute. Tender,$ shelf be fa".r:ceted from 1/r diom. 270 list strand . mcetng•ASM A-416 (current). _ 2) Rebar shelf be sired es noted on piens. AN rebs $hall conform to ASTM A•615. Ste No. 3 sholf be grade 40. larger Sizes Lb boll bed 60 2-14 of drops greater then 1*4 1 t l 3� 1 3 or 1 4 stakes it J6• s. gra e J) A" concrete sh¢II have o mirrimum compressive $'range Of 7,000 psi at time of stressing, end 3,000 psi ct 28 Ccys. Water content short be eoatrorc'd end rinintited. OtherMiSt, CIN, . due to shrinkage rig be excessive. Plasticizing additives ere recommended, perticulory in Bottom of been I •yr t f 11111 hot .Cotne(, trcnsiton ` v density eccading to FHA date sheet 79-G. Deep fins must be layered 6' PAD PREPARATION: Typical Exterior Beom Transition at Drop according to the sods engineeri specifce Ions, cid OA" be maintained 1) Contractor shorn cd the the engineer of steep shpts eceht to the bbuildings.a dings, any other site conditions rhicS r..ty nott M Ceserioed on the plans or in the Soul report: Mere highly active sot is extremely Cry, future soil movements will be inert --std. Contractor shoe( advise 14 ■ 54 Support bar. Place support bar directly en grade -� ;s Jr Cl one 15' W/ 1' to 4' drop Strut beam f0' wide N ' W/ 5' to S' drop - n � 36' W/ 9' to 12' drop LLL BMm t rid here 1 3 or 1 4 stakes at 3i ��— on center, typical. Beam sbond or retwr b sect G �� ftp• Cory where shown a coned - ! O cut en plan .sheet (lypicol). - i Varies: ' Rarer to Plans 11 ; (Beam only where Shorn on piens ) ; ..r b SIC only r I caged out on plan. �4 a •� •" fi-0' ( O.N.O. } @ Typical Strut Beom Elevation 11A - 116 11� ii I e x.Y.ex Y. -,e On cents j 6 Typical Beom Strand Elevation Vcries: I!I 1.14 s 5.0' each side centered on pipe t 18 Typical Vent Pipe Elevation g ut`N.{ I 7-D• 1 3 or 1 4 stakes it J6• - — on center, typical. I •yr t f Bectu strand a weber 0 sett, O 5 only where she.. or coped out on plan sheet (Typical). of SIC only r I caged out on plan. �4 a •� •" fi-0' ( O.N.O. } @ Typical Strut Beom Elevation 11A - 116 11� ii I e x.Y.ex Y. -,e On cents j 6 Typical Beom Strand Elevation Vcries: I!I 1.14 s 5.0' each side centered on pipe t 18 Typical Vent Pipe Elevation g ut`N.{ I 7-D• Seems to beer Ir min. eng,neer w lhu cen. 2) Preperotron of the building poll is knportcnt. Stab Shelf not be pieced on - ur,-Com dctcd $ail fills of wry site unless the fill has been cankered I •yr t f Ln the design, or the slab is supported cin Picrs. Unless spe•-ifed Other- wise in the sod report, all Ells Shen bi ear..pccled to 95S Proctor Provide min. density eccading to FHA date sheet 79-G. Deep fins must be layered 6' 1' clearance maximum thickness with consadc6on or etch foyer. Woter shot be edeed as required by grade conditions. according to the sods engineeri specifce Ions, cid OA" be maintained ntil the slab n to Uconstricted. It only a porn of the structure is On deep fill, the enq:neer shag be notified prior to construction. 3) Trenches for buried plumy,•nq shop not to clang of under be^.ms except 1. toGross at right angles. french bockfigs shell be thoroughly compacttd. If send is used lar bccklia, use a clay rrc;e.ure pkg et the edge of the - oundCta'4 • Piers may be used only it they are spe�ecly shorn in the design. TA3!Pqrs 5;Beam trenches Shenbe clean and per plea in site. loose sal, clods ,A, •• * �� end trash Shen be removed Tram trenches before concrete placement penetrating Orly surface saturation sha8 be permitted el bottom of trenches. 11 through the slab. there is deep mud. R shell be, removed prior to concreting, oral regardless of site, - shelf be 'boxed' with reposed .4h firm sod. 6) If form rook is encountered dwiing trenching for Deems, beam dept ' 14 rebor in the some may be reduced. Beoms need to penetrats rock only erwugh to echitve moaner as shown above ar. depth of 12'. Weathered shale is not rock, h°ICat errpan` $appy to nab ;lar. 7) Beoms more then 30' deep not detailed in to design shad be brought 3 To to enginenrt attention before concrete pteetment. 8) There shad be o foyer of send or gravel under on stabs. - CONCRETE CONSTRUCTION: plan deet On Plan !choles 1) There shag be a kyer or poly under the sleb U the sub -grade is Cemp or erchbect. Denotes end of strand to be strnaed. Denotes loctary sated nucha. (dead end.) or i1 requaed by arcMlects specifice5ons or local or FPA codes, If used, , Denotes strand to be draped down tq bottom of beam. poly shag be cut back to expose the bottoms of beam trenches (See beer, elevation.) - 2) Poly is necessary only under living areas. It shag be omitted at gcroges, porches end patios. 3) Contractor shag field verily ell dirnEr ionl. Engineer Con not lake responsibility for dimensions or far arehbecturd features. Engineers basic responsri�lily is for member site end strength. Contractor is . lit k h.. Wreq ns there C discrepancy between - responsbfe la latis dimensions shown hereon crd on the erehitectwd plans• to vchitect_rcls shag control. See mechanical drewings for epcn;%s. Nobly orchlect t t of any discrepancies tat cannot be resolved in to field. 4) Construction pints are not permitted vdcss eetoied of specified by the engineer. 5) Strands end bars shce be tied et dl intersections. Shooks shell M -4a 0 16 O.C. 1 not be used to support tendons. Tendons shag be supported 0.1 choir Vertical k Horizontal at no more ten 4 feel o.a. Reber shag be cdequotely supported end tie"_ in place even R supports ere riot Cetedtd on plans. Rrosoawble care shell be used during plecerent of concrete so That positioning of Been strand O sect. t9 tendons end supports is =interned, ' only where shown or 6} At dead ends, strand eiathir:g may be rut beck es much as 18 inches caned out on pion sheet. from the crnchorcge. At stressing ends, %�rtrrg may be cut back a (lyPwof) - maximum of 2 inches. For patching or rejccement of sheothing, taping is sufficient. ' 1-14 Continuous Top @ Bolt. 7) Decd ends and stressing ends mcy be revused in the fidd of to toa're^has op'ion Seems to beer Ir min. 1 8) If weber is shorn at to inside caner, d sve" extend el least 2'•0' into neturol glade 9r a property compacted fll. I •yr t f post the comer into the slab. S) Concrete shag be well consalideted in t'nt :dinned of Mh anchaoge. 10)Alter Bleb is poured, wells shop not be e"e•ed to pond edpcent to it. 1 ^ y Typical Deepened Perimeter Beom Proper dreir:age is ptmwnently recesscry lar s!eb to rainlen ds Etegrity. Budder she" cdrise owner of Nis requitcme^..t. Alternate to Oetods I thru 5 11)Sleb shag be stressed_ epprosinate!y seven Ccys crier par., preferably as required by grade conditions. sooner in hot weather. 12)Strcnd 1/2' diemeta 27Cd shor be cratered at 28.9 Will. ElongcbO-S shag be epproximetdy .078 inches per loot or stressed leneon length. Any discrepancy she" be bruvghl to the Otentwn of the engineer, These strands may be temporarily stressed to 33.0 Cps in order to Overcome friction wd Compensate la sooting losses. 13)Strcnd ends shop be cut 0.11 with a see a Sheer, not with o tach. 1< Stressing pockets She" be patched with a stirf grout mil. post-CONS17RUC110 • If constn cled on active ser s, tmo lag term perfoencs of the founCelwn r Gj•• t,(s w,'" depend on m.:intencnce by the owner. Thus 0•e budder she" advise the ,A, •• * �� owner of to Ic"owirg: 1) Drainage roust be maintained. Water shag never be Allowed to pond near jRICHARD• P. IAARTfER • • • l , , , , , , • • X the foundation 2) The ser around to foundation Shen be mainlanrd r e relotivefy damp condition, such es that required to keep a green Zorn. It 8 is to dry, R heave r .p .• 39104 will UT. d ard. il shrink. If R a to ret 1r �� . '��+� air A"".3 eferloN bn•Es: • �� �(�' • ' QEr• 1$T EREp V�?~ •�N 1) PICA Away be revered epPosle hang Cert to right) in Geld. Except for n supported on Piers. t1sS�ONAL i h°ICat errpan` $appy to nab ;lar. • ti• 3 a For '0' ord 'Yr dinensiorss. see plan shed. „[1. - On wpme i by r eno'r (4'-0'. O.contra Emensien to las verifwed with eorlrotla plan deet On Plan !choles or erchbect. Denotes end of strand to be strnaed. Denotes loctary sated nucha. (dead end.) • • Denotes strand to be draped down tq bottom of beam. (See beer, elevation.) -