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ZBA22-0009 - 720 Cimarron Trail PUBLIC HEARING NOTICE ZBA22-0009 Dear Property Owner: A request for a Variance has been filed with the Board of Adjustment of the City of Southlake. The purpose of the hearing is to consider a request for a Variance to Ordinance No. 480, as amended, Sections 15.1 and 14.5.c requiring a side yard of not less than fifteen (15) feet on property described as Lot 6, Block 4, Vista Trails Addition, an addition to the City of Southlake, Tarrant County, Texas, and located at 720 Cimarron Trail, Southlake, Tarrant County, Texas. Current Zoning: “SF-20B” Single Family Residential District. The purpose of this request is to seek approval of a Variance to Zoning Ordinance No. 480, as amended, Sections 15.1 and 14.5.c requiring a side yard of not less than fifteen (15) feet to allow a side yard setback of approximately 5’ 1”. The variance is sought to permit an addition to the principal residence to remain. If you wish to register your views on the matter, you may complete and send the enclosed Notification Response Form to the Planning & Development Services Department. You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please note that this letter and its attachments constitute written notice about the proposed Variance. Please contact the Planning and Development Services Department if you have any questions: Project Contact: Reagan Rothenberger, E-mail: rrothenberger@ci.southlake.tx.us, Phone: (817) 748-8602. Dept. Phone: (817) 748-8621 CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 Fax: (817) 748-8077 www.cityofsouthlake.com Board of Adjustment Thursday, April 14, 2022 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZBA22-0009 Variance for 720 Cimarron Trl. setback. Meeting Date: May 16, 2022 at 6:30 PM Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Variance referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s) whose name(s) are printed at top. Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone: (817)748-8621 Fax: (817)748-8077 E-mail: rrothenberger@ci.southlake.tx.us Vicinity Map 720 Cimarron Trail 995 o z967 r 2909 zs19 N 1w 2112 2116 2911 2912 212a 2913 z914 2916 17 63 2918 19 90 21 3 23 2924 925 9 6 27 2g� 02 2900 @79 3160 KNIGHT CT 63 2901 ZBA22-0009 Setback Variance s s9 1ss ss F�t SOUTHLAKE PLANNING& OEVELOPMENT SERVICES ZONING BOARD OF ADJUSTMENT VARIANCE APPLICATION 1400 Main Street, Suite 310 Southlake, TX 76092 Phone: (817) 748-8069 ZBA CASE NO. FILING FEE: $305.00 Location of Application: (addressilegal descripkion) 740 Ci m a /rv� 7Ti'a !7 Soif /A Trzas 7Ga9Z Owner: SC t, d-Q7 jg` y',6! Applicant (if different than owner): Address: zOCi97a//a+ 7%u, Address: SoeAlo O !Z Telephone: - 34 3 Telephone: Email: Email: State the SPECIFIC PROVISION of the zoning ordinance for which you are requesting a variance. (You may give the Section number and paragraph, OR you may DESCRIBE the REGULATION / REQUIREMENT.) .:.. ... ..... ............. .. ........ ..... ........ ... ... ... .......... ... ....... ... ... ..... .. ..... ... ....... ... ........ ......... ... .. ..... ..... ........ ............. ... ..... . ................ ... .................... ... ... ... . ....... ... ......... . .. . ....... . .......... ... ........ ........ ..... . l ZONING BOARD OF ADJUSTMENT VARIANCE APPLICATION # 1.We would like to place a very beautifully designed and consistent with the style of the house, car port to cover our parking area. We would only utilize the area covered by the driveway as originally laid out at the purchase of the home. We would be further away from the property line than the retaining wall and approximately the same distance secondary building that was existing at the time of the purchase.The retaining wall and secondary building are less than six feet from the property line.This covered parking will greatly increase the value and aesthetics of the property and the neighborhood. #2. We would not be asking for unique consideration.We have thoroughly surveyed our loop that we live on, Cimarron Trail and Overland Trail and have found at least 18 houses that either don't have a 15-foot side yard or have a permanent structure, permanent secondary building, permanent car port or garage that significantly encroach in to the 15 ft. side yard. Many houses are situated less than 15 ft from the property line.Our house,for example is only 10 ft. from the property line on the south side. Our structure would be consistent with the neighborhood and a large percentage of the houses already in existence.We feel our project would enhance the neighborhood. #3.As stated in#2, our request is consistent with a large percentage of the homes in the area, and we feel that it would be consistent with the style of the neighborhood and the will of the residents. #4. My neighbors have elected to place, at a minimum 18 permanent structures less than 5-10 feet from their side property lines.This is a decision we had no influence on or stake in, we are just asking for the same consideration they were given. #5.We are asking for our structure to be placed further back than the already existing retaining wall and driveway. We simply want to protect our vehicles from inclement weather and heat as so many of our neighbors have already done. this structure will be the minimum size to adequately cover our vehicles. #6. We submit that we would not be receiving more than fair treatment as, 18 of our direct neighbors have already been allowed to erect permanent structures within 5-10'from their side property line.We are purely asking for the same treatment as our neighbors in enhancing our property. My wife and I are blessed and grateful to live in such a wonderful area.We have strived to better ourselves,our neighborhood and our community since moving here.We took a stock 1974 ranch and turned it into gem of the neighborhood, not our words, from many of our fellow residents. My wife is an SVP of a company that employs thousands of local residents, and I have served as a U.S. Marine,Tarrant Count officer, local fire fighter and EMT, as well as I continue to serve as a military trainer at NAS Ft.Worth.We are firmly rooted in the community and have served for years to make this community a better place to live and work.We feel like this carport will enrich our neighborhood and keep up with the highest community standards. Please have an outstanding day, Jeffrey Treibs Describe EXACTLY HOW, and TO WHAT EXTENT your request will DIFFER from the REQUIREMENTS of the ordinance, as described ABOVE. (Use REVERSE, or additional sheets if necessary.) ...Q................................................................................................. t /��rr4.... .4.... 4j/AUdre✓,,, /........................................ ................................................................................................... .................................................................................................... ......................... .... ...................................................................... ................................................................................................... In order for your request to be granted, the concurring vote of four (4) members of the Board of Adjustment voting in favor of the request shall be necessary. In order for the Board members to vote in support of your application, you must prove several things by your application. Your application must clearly show that your property has UNIQUE CONDITIONS and CIRCUMSTANCES which separate it from other typical properties with the same zoning; and explain how these unique conditions and circumstances make it UNREASONABLE or UNFAIR to apply the STANDARD ordinance requirements to YOUR property, unlike the way they are applied to all other properties. Describe the CONDITIONS and CIRCUMSTANCES which are UNIQUE to your property and situation: ..... /. .............................................. /rfer- ..sec- ...afI`�c�x� # ....................................... ................................................. .. ............................................................. ...................................... ................................................................................................... ................................................................................................... ................................................................................................... .......................... .......................................................................... Explain why these unique conditions and circumstances make it UNREASONABLE or UNFAIR to apply the STANDARD ordinance requirements to your property: 2 .A11A4?.S.C....s..«....of. ...................................... ............................... ...................... ........................................... ............................... ...................... ........................................... ....................... ......................................................................... ......................... ......... .............................................................. .................................. ............................................................... ................................................................................................ ................................................. ............ ................................... ...................................... .......................................................... Additionally, in order for the Board members to vote in support of your application it must be shown that the unique conditions and circumstances which you have described are NOT the result of your own actions. (Actions taken by previous owners and actions taken by your agents can be construed as "Your actions.") Can you explain how the unique conditions and circumstances affecting your property came to be, AND SHOW that they ARE NOT the result of YOUR OWN ACTIONS: r�s�...s��....a .y.......................................... ................................................................................................ ................................. ................ .................................................. ........................................................................:.......................... ............................................ ....................................................... ............................... ...................... .............................................. ................................................................... ................................ . ....................... ....... ..................................................................... Furthermore, the Board must be satisfied that the variance you are requesting is the MINIMUM deviation from the terms of the ordinance NECESSARY to OVERCOME the unique conditions and circumstances which you have described. Explain how your proposal is the MINIMUM manner by which the unique conditions and circumstances described can be overcome: ��GG /..... ............................................... 3 .............................. ..................................................................... ................................................................................................... .......................... ......................................................................... .......................... ................................... ...................................... ................................................................................................... ................................................................................................... ............................... .................................................................... ................................................................................................... Also, the Board must be convinced that granting such a variance would not constitute an UNFAIR GRANT OF SPECIAL PRIVILEGE to you, granting privileges that are otherwise denied by the ordinance. In other words, why would granting this variance be ONLY FAIR, and NOT MORE THAN FAIR, to yyo/ou, since others are prevented fffrrom_ doing what you are requesting: [ ........................................ ................................................................................................... .............................. ................................................... .................. ................................................................................................... ................................................................................................... ............................... .................................................................... .................................................................................................. ....................... ............................................................................ Finally, the Board must be certain your request is in harmony with the public welfare, and will not in any way be injurious or detrimental to your neighbors and their property rights. EXPIRATION OF GRANTED REQUEST. ZONING BOARD OF ADJUSTMENT RULES OF PROCEDURE, Section 7.1 Any special exception or variance granted or authorized by the Board shall authorize the issuance of a building permit and/or a Certificate of Occupancy, as the case may be, for a period of one year from the date of the favorable action of the Board unless said Board shall have in its action approved a different period of time and has so shown such specific period of 4 time in the minutes of its action. If the building permit and/or Certificate of Occupancy shall not have been applied for within said one year period or such extended period as the Board may have specifically granted, then the special exception or variance shall be deemed to have been waived and all rights thereunder terminated. All applications for a request which have been denied shall be deemed to be denied with prejudice unless stated otherwise in the Board's written decision. YOUR RIGHTS TO APPEAL THE BOARD'S DECISION. LOCAL GOVERNMENT CODE, Section 211.011 Any of the following persons may present to a court of record a verified petition stating that the decision of the board of adjustment is illegal in whole or in part and specifying the grounds of the illegality: (1) a person aggrieved by a decision of the board; (2) a taxpayer; or (3) an officer, department, board, or bureau of the municipality. The petition must be presented within ten days after the date the decision is filed in the board's office. Signature of Owner or Authorized Agent: < Date: 5 PROPERTY OWNER ACKNOWLEDGEMENTS Notarized signature of all owners is mandatory. Use additional sheets if necessary. Property Ownership Acknowledgement.,As owner of the property described in this application, I understand that my property is being considered for a Vananic5l. Signature of Owner Date Owner's Name(Typed or Printed)Notary Acknowledgement., Before me,the undersigned authority,on this day personally appeared J ley Tie16S known to me to be the person whose name is subscribed to the above and foregoing instrument, and knowledge to me that he/she executed the same for the purposes and consideration expressed and in the capacity therein stated. Given unVrmynd and seal of office on this the day of 20 Z, a ublic Ina s �,o��p`,� RAFAEL ALEXANDER NOLASCO /// :Notary Public.State of Texas M commission expires the day of d 7 , 20 Y p Y Comm.Expires 07-12-2025 ";P,oF� .�� Notary ID 133207037 Agent Authorization (if applicable) Agent Authorization: I, , owner of the aforementioned property do hereby certify that I have given my permission to to act as my agent for this variance request. Signature of Owner Date Owner's Name(Typed or Printed) Notary Acknowledgement:Before me, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the above and foregoing instrument,and knowledge to me that heishe executed the same for the purposes and consideration expressed and in the capacity therein stated. Given under my hand and seal of office on this the day of 20 Notary Public In and For Texas My commission expires the day of 20 6 REVISION INDEX ILI UPDATE UPDATE UPDATE I� DATE DC-�P71ON BROCHURE B4p1� ION q FOUWAT 04/19/22 NEW STANDARD ISSUE FOR 720 CIMARRON TRAIL ---- ---- 1. THESE DRAWINGS/PLANS AND RELATED SPECIFICATIONS MEET ALL LOCAL CODE REQUIREMENTS AND ARE IN CONFORMITY rx WITH V.A. MINIMUM PROPERTY REQUIREMENTS, INCLUDING THE log 2. IRC REQUIRED BY MUNICIPALITY. 2. ANY INFORMATION NOT COVERED WITHIN THIS DRAWING IS SUBJECT TO LOCAL CITY AMENDMENTS AND REQUIREMENTS 3. ALL WORK DONE BY THE RESPECTIVE CONTRACTORS SHALL CONFORM TO THE MINIMUM RESIDENTIAL CODE AND I� MECHANICAL CODE REQUIRED BY MUNICIPALITY. 4. NOTE TO BUILDER: SMOKE DETECTORS SHALL BE WIRED TO COMPLY W/ MINIMUM INTERNATIONAL RESIDENTIAL CODE REQUIRED BY MUNICIPALITY. ALL PLUMBING WILL ta COMPLY TO THE MINIMUM IRC REQUIRED BY MUNICIPALITY. 5. PLANS / SPECIFICATIONS: NO REPRESENTATION IS MADE BY THE BUILDER AS TO THE DIMENSIONS, MATERIALS, OR CONSTRUCTION OF THE HOME. THE HOME MAY VARY FROM THE PLANS AND/OR SPECIFICATIONS SUBMITTED FOR PERMITTING, FINANCING, MODEL HOMES, OR AVAILABLE HOMES C) p BUILT WITH SAME PLANS. O 00 O OENBiAL NOTES: O � O CA O CV Lo N N X Z> Z) 4— I- D co � 0 CL z cr � EL cf) W (� C) U Q 3: > co cr 0 N a co DESIGNER: DDS GROUP ADD( PAGE 1)ESCRFrr1ON PROJECT #: C1 REVISION INDEX, DISCLAIMER, GENERAL NOTES, INDEX. ('�I SP1 PLOT PLAN (��V Al EXISTING FIRST FLOOR PLAN. v' A2 PROPOSED FIRST FLOOR PLAN. Q O A3 PROPOSED SECOND FLOOR PLAN. A4 EXISTING FRONT & REAR ELEVATIONS. A5 EXISTING RIGHT & LEFT ELEVATIONS. A6 PROPOSED FRONT & REAR ELEVATIONS. A7 PROPOSED RIGHT & LEFT ELEVATIONS. A8 EXISTING ROOF PLAN 1 I 1 A9 PROPOSED ROOF PLAN �1 E1 FIRST FLOOR ELECTRICAL PLAN Q E2 SECOND FLOOR ELECTRICAL PLAN P1 FIRST FLOOR PLUMBING PLAN S1 SHEAR WALL PLAN- FIRST FLOOR PLAN Z S2 SHEAR WALL PLAN- SECOND FLOOR PLAN S3 SHEAR WALL PLAN DETAILS CUSTOMER NAME RI CEILING JOIST AND SUPPORT PLAN O R1.1 SECOND FLOOR CEILING JOIST PLAN AND ROOF RAFTER SUPPORT CUSTOMERSKIINATURE: DATE R2 ROOF RAFTER PLAN ELEVATION: 1 REST- CHECK SINGLE FAMILY HOUSE ENERGY REPORT /� 2 REST- CHECK PROJECT INFORMATION A 3 REST- CHECK ESTIMATED ANNUAL ENERGY USAGE CUSTOMER PLEASE INRUIL ALL PAGES OFTM SET FOR APPROVAL SHEET NUMBER: C1 X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X SCALE: 1' = 20'-0" w/ 11x17 CUSTOMER SIGNATURE: NOTE:ARCHITECTURAL PLANS TAKES PRECEDENCE OVER ALL DRAWINGS, ALL FINAL DECISIONS REFER TO PLANS PROVIDE BY DDSG ARCHITECTURAL DEPARTMENT. PLOT PLAN IS APPROPRIATE PLACEMENT ONLY. BUILDER CAN VARY DUE TO ACTUAL BUILDING CONDITIONS. BUILDER IS FULLY RESPONSIBLE FOR ADHERING TO ANY AND ALL BUILDING LINES OR EASEMENTS OF RECORD OR THAT MAY NOT BO NOTED ON THE RECORDED PLAT. BUILDER TO CONFIRM THAT THIS LAYOUT HAS NO CONFLICTS WITH THE INLETS OF UTILITY SERVICES. FINAL SURVEY WILL SHOW PLACEMENT OF HOUSE AND ALL FLATWORK, SUCH AS SIDEWALKS AS PRESCRIBED BY THE BUILDER, FLATWORK IS ONLY A REPRESENTATION. PLOT PLAN BUILDER: ADDITION:VISTA TRAIL ADDRESS:720 CIMARRON TRAIL. LOT: PHASE: N/A OPTION: DATE: DRAWN BY: CITY: PLAN:ELEVATION: SWING: BLOCK: NORTH DATE: NOTES: DDS GROUPJEFF TRIBES 6 4 N/A 05-05-2022 DDSG-A.A SOUTHLAKE N/A N/A LEFT LEGENDB.L. - BUILDING LINE D.E. - DRAINAGE EASEMENT P.A.E. - PEDESTRIAN ACCESS EASEMENT S.S.E. - SANITARY SEWER EASEMENT T.E. - TRANSFORMER EASEMENT U.E. - UTILITY EASEMENT W.M.E. - WALL MAINT. EASEMENT M.E. - MAINTENANCE EASEMENT V.E.- VISIBILITY EASEMENT - DRAINAGE FLOW - PROPOSED FENCE - CURLEX - RETAINING WALL - REQUIRED TREE PLANTING - REQUIRED BUSH -EXPOSED AGGREGATE CONCRETE - EXISTING FENCE SCALE: 1' = 10'-0" w/ 22x34 IL 13 66'-82' rx 21'-82, 8'-92„ 36'-22' log 101 dd O O EXISTINGLo co HOUSE 00 rn C rn � V "t � uO N N X p Z) # W D co cf) 0CL 0 =) z cr 0 EL co co Q W EXISTING O C) C) O HOUSE co c w � cn EXISTING HOUSE DESIGNER: DDS GROUP 3152 SO. FT. PROJECT #: V/ EXISTING F— GARAGE ry— EXISTING WALL LEGEND ENTRY WALL TO WALL- 0 WALL TO BE ROMOKO-- 0 N 0 ■1» - 1 Ppq 33'-7" 11'-92 5'-0" 322 13'-1" �J 66'-82" ELEVATION: 1 EXISTING / DEMOLITION FIRST FLOOR PLAN A SCALE: 1/8" = 1'-0" SHEET NUMBER: Al IL 13 97'-82' rx 31'-0" 21'-82„ 8'-92' 36'-22" log 18'-021" 3'-8" 101 0 in 16080 SRO 8080 SRO PROPOSED BEDROOM 0 00 10'-0" CLNG 1 to Lo co PROPOSED 0 00 3-CAR GARAGE 1'-2- 1, co rn 9'-0" CLNG 2 (D 0) A A 31'-0" 8'-3" 3'-6" 4'-9" 3'-8" N T T Lo 11 11 A � co N H p co o I 1 I 1 I Imo O 0 00 c. o H co Q 1, 82„ Xco Lr EL o O Q 0 N I I I I I I 0-0 3'-2 2 NG„ C 2 � � Q U g x WA Z 1'-10" 1'-6' soxsa 2'-6" C7 Lu Lu SHOWER 3 - 0 T O 3 a 1 I I I I I co EXISTING HOUSE DESIGNER: PROPOSED 9'-2" DDS GROUP LAUNDRY I PROPOSED 10'-0" CLNG L L L BATH PROJECT # ® (D 10-0 CLNG � GA EN I 11 3080 SRO 2R/1S MIRED 2 /1S 10 O Q 10 1,!P r � 9 RAWVW E L.L 9'-6" 16'-4" 5'-2" 8 14'-3" 5' 1 A 6 o N == D®36 3 RAWE 2 0 1 3 ry— WALK IN PROPOSED CLOSET a EXISTING 10'-0" CLNG 2 � ENTRY Q �n DESK IRROR W AW W DRAWERS D AWERS 3040 FIXED 3040 FIXED 8'- HH(A) 8'- HHOA 5'-0" 10'-2" 5-0" 1'-10" 20'-2" 13'-5" 3'-2" » 1 p p� 31'-0" 33'-7" 11 -92 5'-0" 3-22 13'-1" J 97'-82" ELEVATION: A 1 PROPOSED FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER: A2 IL 13 GENERAL NOTES rx 1 REPORT ANY AND ALL DISCREPANCIES, log OR OMISSIONS IN THE DOCUMENTS TO THE BUILDER/ARCHITECT PRIOR TO THE ORDERING OF ANY MATERIALS AND/OR THE COMMENCEMENT OF CONSTRUCTION. I� 2. ALL DIMENSIONS TO BE VERIFIED AT JOBSITE. 3. SLIGHT ADJUSTMENT IN WALL LOCATIONS, UP TO 1", SHALL BE MADE IN ORDER TO GET — — — — — — — — — — — — — — — — — — — PLUMBING IN WALLS SO LONG AS IT DOES NOT EFFECT THE FUNCTION OF FLOOR, OR ROOF II II PLUMBERIS DOES T RELIEF E OF LIABILITY IIFNOTDONE. 4. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. — — — — — — — — — — — — — — — — — — — ANY CRITICAL DIMENSIONS NOT GIVEN SHALL 16'-1" O O BE OUGHT ATTENTION OF THE BUI DER/ARCHIOTECTEPRIOR TO CONSTRUCTION. 1• 1 Lo W II 8'-02' 8'-02' II II O O 5. DOOR AND WINDOW ROUGH OPENINGS SHALL �� �J 0) BE SUCH THAT OUTSIDE EDGES OF ADJACENT DOOR, WINDOW, AND TRANSOM TRIM IS 0) T ALIGNED, UNLESS OTHERWISE NOTED. N O 6. WINDOW SIZES GIVEN ARE APPROXIMATE UNIT 2-2650 SLIDE, O N SIZES. VERIFY ACTUAL SIZES AND ROUGH ° 1-5050 SLIDE OPENING REQUIREMENTS WITH MANUFACTURER. 9'-0" HH 7. U.N.O. ALL DOORS TO BE 6'-8." 8. U.N.O. ALL ANGLED WALLS TO BE AT 45' ACCESS # P_ DEGREES. UNFINISHED ATTIC w O POSSIBLE U.N.O. co 9. FRAME ALL DOORS 3" FROM CORNERS WHERE SPACE ABOVE GARAGE Cn 0= 0 ? z Q 0 0 10. ALL WALLS AT OPEN SIDES ON STAIRS (NO 1/2 WALL NOTED)TO BE UNDER TREADS PRSTUDYED '� O Q EL o w (WATERFALL STYLE). 9'-0" VAULTED CLNG UNFINISHED ATTIC 0 C U 11. U.N.O. HEADER HEIGHTS SHALL BE AS °o °c HOME SPACE ABOVE � � Q 3: � FOLLOWS: 8' PLATE: 6'-10", 9' PLATE: axa Deco eEnM tr 3: w 7'-10", 10' PLATE: 8'-10" _ N Q r a 3: (n 12. "CORNERS" AND "T'S" SHALL BE TRUE, NOT III j CALIFORNIA STYLE. o1 DESIGNER: 13. ALL INTERIOR AND EXTERIOR CORNERS SHALL DDS GROUP HAVE MOIST-STOP RAN VERTICALLY UNDER ATTIC THE 14. PROVIDE AATT ATTIC VENTING AT REAR OR SIDE OF ©ACCESS PROJECT #: ROOF AS REQUIRED PER PLANS AND CODE. 18� 5. ALL BATHROOM MIRRORS TO BE INSERTED 1" L_ _ _ _ _ _ _ =17 FROM EDGE OF COUNTERTOPS. 0 15 2-2650 SLIDE 16. PROVIDE FIRE-RATED SHEETROCK AT UTILITY/ '14 1-5050 SLIDE© GARAGE COMMON WALLS AND CEILINGS AS 13 REQUIRED BY CODE. 9'-0" HH— O 17. SEE BUILDER SPECIFICATIONS FOR ADDITIONAL Q INFORMATION. — — — 8'-OZ" 8'-OZ 1 18. U.N.O. FIREPLACE BOX TO BE SET ON 8" WINDOW SCHEDULE — CONC. BLOCK W/ 20" DEEP FLUSH HEARTH LETTER QUANTITY TYPE DESCRIP. _ �I THAT EXTENDS 12" MIN. BEYOND OPENING AS A 2 3040 VINYL 3 STAR ENERGY -FIXED — �I REQUIRED BY CODE. B 2 2-2650 VINYL 3 STAR ENERGY -SLIDE ° 2 1-5050 VINYL 3 STAR ENERGY -SLIDE — �I DOOR SCHEDULE — NUMBER QUANTITY TYPE DESCRIP. 1 1 3068 INTERIOR 2 1 2468 INTERIOR 16'-1" 1 I 1 3 2 2868 INTERIOR ry— 1 L A 4 1 2-206EEXTERIOR 5 1 2040 INTERIOR Q SQUARE FOOTAGE TABLE 6 1 2050 INTERIOR 7 070 GARAGE CHID DOOR AREA A/C FRAME MASONRY 8 1 116070 GARAGE CHID DOOR L — — — — — — — — FIRST FLOOR 977 SF 1,024 SF 1,024 SF 9 1 12468 INTERIOR POCKET SECOND FLOOR 338 SF 364 SF 364 SF 10 1 12868 INTERIOR POCKET TOTAL LIVING 1,315 SF 1,388 SF 1,388 SF GARAGE 764 SF 801 SF 801 SF TOTAL COMBINED 2,079 SF 2,189 SF 2,189 SF TOTAL SLAB 1825 SF 0) MASONRY LEGEND ELEVATION: -/ STONE BRICK PROPOSED SECOND FLOOR PLAN A 1 SCALE: 1/8" = 1'-O" SHEET NUMBER: A3 126126126126 126126 MASONRY CALCULATIONS �u AREA SIDI. STU.%SDNG. WOOD %MAS. REAR 854 SF 89.6% 99 SF 10.4% FRONT 268 SF 50.2% 266 SF 49.8% LEFT 444 SF 65.4% 235 SF 34.6% '� RIGHT 0 SF #### 0 SF ###### TOTAL 1,566 SF 72.3% 600 SF 27.7% TOTAL WOOD 600 S WOO F 19 TOTAL D AREA IS INCLUDED IN MASONRY CALCULATIONS —15'-1 1 18" P� DOWNSPOUT MA OOD PANELS 20X16 WINNDOW IS AS SPEC'D S SPEC'D AS SPEC'D — — 23-0 1/8" PL� — — — — — — — — — — — — — — — — COMP. SHINGLES AS SPEC'D 6i.12 EEIE JEA 6�12 0'-0" FF - Lr) 000 - - - - - -o — — — — — — — — — — — — ip-138 P O — — — O �1/8 PL — o o — — 8 118—� O O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O N Lo STUCCO SIDING AS SPEC'D AS SPEC'D CV H Z 4" TRIM OPEN TO BEYOND OPEN TO BEYOND 4" TRIMEL AS SPEC`D AS SPEC'D W ::) cr) FF 0'-0" FF z Q (.'J 0 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --�' Cn co - - - - 0 E W (� 00 z PROPOSED REAR ELEVATION o fr � w 1 or a SCALE: 1�8" = 1'-0" DESIGNER: DDS GROUP PROJECT #: 118,. PL- N - - - - - - - - - - - - - - - - - - - - - J_ — — — DOWNSPOUT — AS SPEC'D � O 23'-0 1/8" PL COPMP. SHINGLES sae AS SPEC'D z x O � �z �z �2 I saz Y I - - - - - - - - - - - 12'-11/8 — — — — — — — — — — — WOOD PANELS < L 410 138 PL- - - - - - - - - - - - - - - - - - - - - - AS SPEC'D 1 — — — 9 138 PL ram, J — — — — — — — — — — — — — — — — — V 13 PL — 8'-1_ PL WOOD PANELS STUCCO AS SPEC'D L LL❑ AS SPEC'D N 4" TRIM 4" TRIM AS SPEC'D —1LlLlL�lL LlLl LlLlLlLl Ll AS SPEC'D co3 0 3F� �•sJ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELEVATION: COACH LIGHT PROPOSED FRONT ELEVATION AS SPEC'D A 2 SCALE: 1/8" = I SHEET NUMBER: A6 126126126126126126 v 13 rx go - - - - - - - - - - - - - i - - - - - i - - - - - - - - - - - - - - - - - - - - - - - III I I I I dd I I I I LO o I I I I o 0 1 01) 0) I - - - - � I (o I I 0 N � N_ X cs cs,, 8 12 I ~ � v I I I ; moo I � z < O I I cr it o w C7 coo I I cor c § � r () 3cWn I I DESIGNER: DES GROUP PROJECT #: I I I I c\l I I J 8:1 I � I Q � (c) I I � I I X I I ® ~ � W I F I � � I r - - - - - - - L - - 1 L — — — — — — — — — — — — — — — V O N P ) ELEVATION: A EXISTING ROOF PLAN 1 SCA_E: '/8" - V-0" SHEET NUMBER A8 v 13 rx log 8'-1 1/8" PL 101 — — — — — — — — — — — — — — — — — — — — — — 23'-0 1/8" PL I I I I I I I o0 00 15'-1 1/8" PL I I I O O L - - - - J 10) - - - - - - o So aiz �I N_ co X Z I I I w 82 wIL cn Y 812 Z Q V coo I � Zco t:r § > HANNLL I N 0 3 LcLf)j DESI DDSIGGROUP I I I PROJECT #: Q Q L - - - - - - - - - - - - - - - - - - — I 8:,2 � I I J N 10'-1 1/8" PL II 81:I12 I Y O y 15'-1 1/8" PL I � CRICKET CRICKET I x - - - - - - - - - - - - I _ I I I I I Lu - -ATTIC VENT CALCULATIONS -(MINIMUM - - - - - - - L 1 - � � I Q TOTAL ROOF AREA 4429SF (INCLUDING OVERHANG) Y 9'-1 1/8" PL Y TOTAL FREE AREA VENT READ. 14.76SF L - - - - - - - - - - - - - - - - - - - - - Q L - - - - - - - J (ROOF AREA / 300.00) 8'-1 1/8" PL 12'-1 1/8" PL 12'-1 1/8" PL TOTAL # OF ROOF VENTS REQD. 7.38 VENTS (TOTAL FREE AREA / 2 / 1.0 SF) ® TOTAL # OF SOFFIT VENTS REQD. 19 VENTS c 1 o (TOTAL FREE AREA / 2 / .39 SF) co ROOF NOTES 1. ARROWS INDICATE DOWNWARD SLOPE. ELEVATION: 2. VERIFY FREE AREA OF VENTS REQUIRED. A 3. OVERHANGS 12"NDI MIN. FROM OUTSIDE FACE PROPOSED ROOF PLAN /` OF FRAME (INDICATED BY DASHED LINE.) 1 SCA—E: -/8" — V—0" SHEET NUMBER A9 v 13 Ix In III FAN LJT LlO O / 0 d> i Lo 'A1 'A1 3 / \ O N 11 11 3 O co co \ / 3, � #� ~o _: 1 BOX Oco cQ IS S oo oN < W 0 co PEA"T LIGHT I REF o DESIGNER: DDS GROUP 0 GFI p � PROJECT #: ® zzo P D T T - ROL CM TO ucH 11 0 A 0 3 8 — 8 6 FAN 5 W/ 77 X 4 LT 3 / uc 1 / � Lu IN rN., Co ELEVATION: A 1 PROPOSED FIRST FLOOR ELECTRICAL PLAN SCALE: 1/8" = V—0" SHEET NUMBER: E1 PLUGCLNGWPGFIGFI1/2 HOT220SSD IL 13 97'-82" rx 21'-82, 8'-92" 36'-22 log 101 zo dd 00 N to 0 n I 00 I I � � i I I 1'-62" C N 2'-7" 7'-8" 4'-3" 5'-8" lL co C I =1 N C p0 L N II II / � I � zaU � ow 1 FF I co � a > II I Ora3: W oo o I I I I o DESIGNER: .I" I DDS GROUP SIN II p w I PROJECT #: N I I I -IN 04 N 0 I J 0) - - - J :� Q O 7'-821, — — — 10'-22„ rn I in I I � 20'-2" 13'-5" V 31'-0' 33'-7" 11'-92„ 5-0,, 3,_22„ 97'-82" ELEVATION: A 1 PROPOSED FIRST FLOOR PLUMBING PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER: P1 SYMBOL KEY 1 2 SIMPSON STHD10 or HTT5 HOLDOWN CS16 STRAPPING, 3' MINIMUM LENGTH ATTACHED TO STUDS BOTH FLOORS BRACED WALL PANEL - SEE DETAILS BWL BRACED WALL LINE DASHED LINE INDICATES STRUCTURAL SHEATHING FASTENING FOR THERMO PLY MAXIMUM STUD SPACING 16" FASTENING TYPE NO. 16 GAGE STAPLES 1" CROWN x 1 14" LEGS MAXIMUM FASTENER SPACING 3 - PANEL EDGES 6 - INTERMEDIATES SUPPORTS NOTE: 1) FOR TOP PLATE HEIGHTS EQUAL TO OR LESS THAN 12'-0" PROVIDE 2X4 CONTINUOUS STUDS @ 16" O.C. FOR TOP PLATE HEIGHTS ABOVE 12'-0" TO 17"-0", PROVIDE 2X6 CONTINUOUS STUDS @ 16" O.C 2) PROVIDE 2X6 @ 16" O.C. WALL STUDS SUPPORTING TWO FLOORS AND ROOF WITH MAX. 10' PLATE HEIGHT IN ACCORDANCE WITH TABLE R602.3.1 OF 2000, 2003, 2006, 2009 , 2012 & 2018 I.R.C. DDS GROUP SYMBOL KEY 1 2 SIMPSON STHD10 or HTT5 HOLDOWN CS16 STRAPPING, 3' MINIMUM LENGTH ATTACHED TO STUDS BOTH FLOORS BRACED WALL PANEL - SEE DETAILS BWL BRACED WALL LINE DASHED LINE INDICATES STRUCTURAL SHEATHING FASTENING FOR THERMO PLY MAXIMUM STUD SPACING 16" FASTENING TYPE NO. 16 GAGE STAPLES 1" CROWN x 1 14" LEGS MAXIMUM FASTENER SPACING 3 - PANEL EDGES 6 - INTERMEDIATES SUPPORTS NOTE: 1) FOR TOP PLATE HEIGHTS EQUAL TO OR LESS THAN 12'-0" PROVIDE 2X4 CONTINUOUS STUDS @ 16" O.C. FOR TOP PLATE HEIGHTS ABOVE 12'-0" TO 17"-0", PROVIDE 2X6 CONTINUOUS STUDS @ 16" O.C 2) PROVIDE 2X6 @ 16" O.C. WALL STUDS SUPPORTING TWO FLOORS AND ROOF WITH MAX. 10' PLATE HEIGHT IN ACCORDANCE WITH TABLE R602.3.1 OF 2000, 2003, 2006, 2009 , 2012 & 2018 I.R.C. DDS GROUP CODES AND SPECIFICATIONS:BUILDING CODE:THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE 2018EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC).NOTE: SECTION R301.1.3 OF THE 2018 IRC PERMITS ENGINEERED DESIGN OF BRACE WALLLINES AND BRACED WALL PANELS IN ACCORDANCE WITH THE 2018 IBC. "ENGINEERED DESIGNINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE IS PERMITTED FOR ALL BUILDINGSAND STRUCTURES, AND PARTS THEREOF, INCLUDED IN THE SCOPE OF THIS CODE."WOOD DESIGN:2012 EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOODCONSTRUCTION, ALLOWABLE STRESS DESIGN (ASD) OR LOAD AND RESISTANCE FACTOR DESIGN(LRFD)DESIGN LOADS: LATEST EDITION OF THE ASCE STANDARD 7-02 MINIMUM DESIGN LOADS FORBUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL ENGINEERSDESIGN LOADS (WOOD CONSTRUCTION):GRAVITY DESIGN LOADS:ROOF DEAD LOAD=15 PSFROOF LIVE LOAD=20 PSF2ND STORY FLOOR DEAD LOAD=25 PSF2ND STORY FLOOR LIVE LOAD=40 PSFATTIC FLOOR DEAD LOAD=10 PSFATTIC FLOOR LIVE LOAD=20 PSFHORIZONTAL DESIGN LOAD:WIND LOAD=15 PSFBASIC WIND SPEED DESIGN:3 SECOND GUST WINDSPEED OF 90 MPHAT 33 FEET ABOVE GROUND,EXPOSURE B.GRAVITY LOAD DESIGN:THE FIRST STORY AND SECOND STORY WALLS WILL BE CONSTRUCTED WITH 2X4 STUDS. THESECOND LEVEL FLOOR SYSTEM WILL BE CONSTRUCTED WITH DIMENSIONAL LUMBER (2X12),I-JOISTS, ENGINEERED LUMBER, OR OPEN WEB FLOOR TRUSSES. THE ROOF FRAMING WILL BEFRAMED WITH DIMENSIONAL LUMBER (2X6, 2X8, 2X10, 2X12) OR ENGINEERED LUMBER.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION.SILL PLATE CONNECTIONS - TO CONCRETE:ALL SILL PLATES SHALL BE TREATED.SILL PLATES UNDER EXTERIOR WALLS SHALL BE INSTALLED WITH 12" DIA. J-BOLTS CAST INTOCONCRETE WITH 7" EMBEDMENT. BOLTS SHALL BE LOCATED NO MORE THAN 6'-0" APART AND AT6" O.C. MAX FROM PLATE ENDS.BOLTS THAT CAN NOT BE CAST IN PLACE WITH THE CONCRETE SHALL BE RETROFITTED WITH THEUSE OF TITEN BOLTS, OR EQUIVALENT, 12: DIA. ALL THREAD RODS (ATR) WITH 7" MIN. EMBED ANDSIMPSON HIGH STRENGTH SET EPOXY SYSTEM, OR EQUIVALENT.SILL PLATES UNDER INTERIOR WALLS MAY BE FASTENED WITH POWER DRIVE HILTI FASTENERX-DNI72 OR EQUIVALENT. LOCATE NO MORE THEN 4'-0" APART AND SPACED AT 6" FROM EACHEND, U.N.O.CONSTRUCTION BRACING:ALL WOOD FRAMING (STUD WALLS) SHALL BE PROPERLY BRACED DURING CONSTRUCTION.BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR.FLOOR TRUSSES:FABRICATED WOOD FLOOR TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF TEXAS. THE LOADS ARE SHOWN IN THE TRUSS SCHEDULE. THETRUSSES ARE TO COMPLY WITH THE "NATIONAL DESIGN SPECIFICATIONS" BY THE NATIONALFOREST PRODUCTS ASSOCIATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS, ANDWITH THE "DESIGN SPECIFICATIONS FOR THE LIGHT METAL PLATE CONNECTED WOOD TRUSSESBY THE TRUSS PLATE INSTITUTE.STRUCTURAL TIMBER AND WOOD:NOTE: THE FOLLOWING SPECIFICATIONS ARE FOR ALL STRUCTURAL WOOD FRAMING ON THISPROJECT.SOUTHERN PINE SAWN LUMBERITEMSIZEGRADECOMPRESSION FcFOUNDATION SILL PLATES_____2X4_________No. 2 TREATED________565 PSICOLMUN________________4X4_________No. 2 TREATED________1450 PSISTUDS @ 16" O.C._________2X4_________No. 3/STUD__________850 PSINOTE: STRUCTURAL END JOINTED (FINGER JOINTED) STUDS MAY BE USED PROVIDED THE STUDSARE STAMPED AS SUCH - CERTIFIED GLUED JOINTS.ITEMSIZEGRADEBENDING FbTOP PLATE, 2ND STORY SILL, PURLIN CLEAT_____2X4________No. 2__________1100 PSIHEADER, CEILING BEAM, CEILING JOIST, POST PURLIN RAFTER___2x6____No. 2_____1000 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X8________No. 2___________925 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X10_______No. 2___________800 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X12_______No. 2___________750 PSILAMINATED VENEER LUMBER (LVL)ITEMSIZESPECIESBENDING FbHEADER (GARAGE), CEILING BEAM___________1 34" X 11 14"____2.0E___________2850 PSINOTES TO THE CONTRACTOR:THE FRAMING PLANS WERE DEVELOPED FOR THE PURPOSE OF TRANSFERRING LOADS OF THEROOF AND CEILING ONTO THE CONCRETE FOUNDATION. THE FOUNDATION DESIGN WASANALYZED BASED UPON THE DIRECTION AND LOCATION OF THE ROOF AND CEILING JOISTMEMBERS. THEREFORE, THE FRAMING PLANS MAY NOT BE CHANGED WITH APPROVAL OFBUILDER.HORIZONTAL LOAD DESIGN:ALLOWABLE BRACE WALL PANEL RESISTING LOADS ARE BASED UPON THE FOLLOWINGREFERENCES.THERMO-PLY GREEN & THERMO-PLY GREEN AMG STRUCTURAL SHEATHING:1.THERMO-PLY RED & THERMO-PLY RED AMG STRUCTURAL SHETHING:BASED ON SECTION5.2.6.2 OF DrJ THENICAL EVALUATION REPORT No. 1004-01, DATED MAY 26, 2015.2.GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES: BASED ON TABLE 2306.7 OF THE 2018IBC.3.THERMO-PLY RED STRUCTURAL SHEATHING CS-PF PORTAL FRAME AT GARAGE DOORS:BASED ON SECTION 5.2.4 OF DrJ TECHNICAL EVALUATION REPORT No. 1004-01CONSTRUCTION REVIEW:CONTACT THE LOCAL BUILDING OFFICIAL FOR INSPECTIONS REQUIRED BY THE LOCAL BUILDINGOFFICIAL.SURFACE DRAINAGE AWAY FROM STRUCTURE:IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER POSITIVE DRAINAGE AWAY FROMTHE STRUCTURE AS REQUIRED BY THE CIVIL ENGINEERING GRADING PLANS OF THE LANDSCAPEARCHITECTS PLANS (BY OTHERS). IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE PROPERDRAINAGE DURING THE LIFE OF THE STRUCTURE.REFER TO THE 2018 IRC FOR THE OTHER FRAMING REQUIREMENTS.DDS GROUP CODES AND SPECIFICATIONS:BUILDING CODE:THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE 2018EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC).NOTE: SECTION R301.1.3 OF THE 2018 IRC PERMITS ENGINEERED DESIGN OF BRACE WALLLINES AND BRACED WALL PANELS IN ACCORDANCE WITH THE 2018 IBC. "ENGINEERED DESIGNINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE IS PERMITTED FOR ALL BUILDINGSAND STRUCTURES, AND PARTS THEREOF, INCLUDED IN THE SCOPE OF THIS CODE."WOOD DESIGN:2012 EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOODCONSTRUCTION, ALLOWABLE STRESS DESIGN (ASD) OR LOAD AND RESISTANCE FACTOR DESIGN(LRFD)DESIGN LOADS: LATEST EDITION OF THE ASCE STANDARD 7-02 MINIMUM DESIGN LOADS FORBUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL ENGINEERSDESIGN LOADS (WOOD CONSTRUCTION):GRAVITY DESIGN LOADS:ROOF DEAD LOAD=15 PSFROOF LIVE LOAD=20 PSF2ND STORY FLOOR DEAD LOAD=25 PSF2ND STORY FLOOR LIVE LOAD=40 PSFATTIC FLOOR DEAD LOAD=10 PSFATTIC FLOOR LIVE LOAD=20 PSFHORIZONTAL DESIGN LOAD:WIND LOAD=15 PSFBASIC WIND SPEED DESIGN:3 SECOND GUST WINDSPEED OF 90 MPHAT 33 FEET ABOVE GROUND,EXPOSURE B.GRAVITY LOAD DESIGN:THE FIRST STORY AND SECOND STORY WALLS WILL BE CONSTRUCTED WITH 2X4 STUDS. THESECOND LEVEL FLOOR SYSTEM WILL BE CONSTRUCTED WITH DIMENSIONAL LUMBER (2X12),I-JOISTS, ENGINEERED LUMBER, OR OPEN WEB FLOOR TRUSSES. THE ROOF FRAMING WILL BEFRAMED WITH DIMENSIONAL LUMBER (2X6, 2X8, 2X10, 2X12) OR ENGINEERED LUMBER.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION.SILL PLATE CONNECTIONS - TO CONCRETE:ALL SILL PLATES SHALL BE TREATED.SILL PLATES UNDER EXTERIOR WALLS SHALL BE INSTALLED WITH 12" DIA. J-BOLTS CAST INTOCONCRETE WITH 7" EMBEDMENT. BOLTS SHALL BE LOCATED NO MORE THAN 6'-0" APART AND AT6" O.C. MAX FROM PLATE ENDS.BOLTS THAT CAN NOT BE CAST IN PLACE WITH THE CONCRETE SHALL BE RETROFITTED WITH THEUSE OF TITEN BOLTS, OR EQUIVALENT, 12: DIA. ALL THREAD RODS (ATR) WITH 7" MIN. EMBED ANDSIMPSON HIGH STRENGTH SET EPOXY SYSTEM, OR EQUIVALENT.SILL PLATES UNDER INTERIOR WALLS MAY BE FASTENED WITH POWER DRIVE HILTI FASTENERX-DNI72 OR EQUIVALENT. LOCATE NO MORE THEN 4'-0" APART AND SPACED AT 6" FROM EACHEND, U.N.O.CONSTRUCTION BRACING:ALL WOOD FRAMING (STUD WALLS) SHALL BE PROPERLY BRACED DURING CONSTRUCTION.BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR.FLOOR TRUSSES:FABRICATED WOOD FLOOR TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF TEXAS. THE LOADS ARE SHOWN IN THE TRUSS SCHEDULE. THETRUSSES ARE TO COMPLY WITH THE "NATIONAL DESIGN SPECIFICATIONS" BY THE NATIONALFOREST PRODUCTS ASSOCIATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS, ANDWITH THE "DESIGN SPECIFICATIONS FOR THE LIGHT METAL PLATE CONNECTED WOOD TRUSSESBY THE TRUSS PLATE INSTITUTE.STRUCTURAL TIMBER AND WOOD:NOTE: THE FOLLOWING SPECIFICATIONS ARE FOR ALL STRUCTURAL WOOD FRAMING ON THISPROJECT.SOUTHERN PINE SAWN LUMBERITEMSIZEGRADECOMPRESSION FcFOUNDATION SILL PLATES_____2X4_________No. 2 TREATED________565 PSICOLMUN________________4X4_________No. 2 TREATED________1450 PSISTUDS @ 16" O.C._________2X4_________No. 3/STUD__________850 PSINOTE: STRUCTURAL END JOINTED (FINGER JOINTED) STUDS MAY BE USED PROVIDED THE STUDSARE STAMPED AS SUCH - CERTIFIED GLUED JOINTS.ITEMSIZEGRADEBENDING FbTOP PLATE, 2ND STORY SILL, PURLIN CLEAT_____2X4________No. 2__________1100 PSIHEADER, CEILING BEAM, CEILING JOIST, POST PURLIN RAFTER___2x6____No. 2_____1000 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X8________No. 2___________925 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X10_______No. 2___________800 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X12_______No. 2___________750 PSILAMINATED VENEER LUMBER (LVL)ITEMSIZESPECIESBENDING FbHEADER (GARAGE), CEILING BEAM___________1 34" X 11 14"____2.0E___________2850 PSINOTES TO THE CONTRACTOR:THE FRAMING PLANS WERE DEVELOPED FOR THE PURPOSE OF TRANSFERRING LOADS OF THEROOF AND CEILING ONTO THE CONCRETE FOUNDATION. THE FOUNDATION DESIGN WASANALYZED BASED UPON THE DIRECTION AND LOCATION OF THE ROOF AND CEILING JOISTMEMBERS. THEREFORE, THE FRAMING PLANS MAY NOT BE CHANGED WITH APPROVAL OFBUILDER.HORIZONTAL LOAD DESIGN:ALLOWABLE BRACE WALL PANEL RESISTING LOADS ARE BASED UPON THE FOLLOWINGREFERENCES.THERMO-PLY GREEN & THERMO-PLY GREEN AMG STRUCTURAL SHEATHING:1.THERMO-PLY RED & THERMO-PLY RED AMG STRUCTURAL SHETHING:BASED ON SECTION5.2.6.2 OF DrJ THENICAL EVALUATION REPORT No. 1004-01, DATED MAY 26, 2015.2.GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES: BASED ON TABLE 2306.7 OF THE 2018IBC.3.THERMO-PLY RED STRUCTURAL SHEATHING CS-PF PORTAL FRAME AT GARAGE DOORS:BASED ON SECTION 5.2.4 OF DrJ TECHNICAL EVALUATION REPORT No. 1004-01CONSTRUCTION REVIEW:CONTACT THE LOCAL BUILDING OFFICIAL FOR INSPECTIONS REQUIRED BY THE LOCAL BUILDINGOFFICIAL.SURFACE DRAINAGE AWAY FROM STRUCTURE:IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER POSITIVE DRAINAGE AWAY FROMTHE STRUCTURE AS REQUIRED BY THE CIVIL ENGINEERING GRADING PLANS OF THE LANDSCAPEARCHITECTS PLANS (BY OTHERS). IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE PROPERDRAINAGE DURING THE LIFE OF THE STRUCTURE.REFER TO THE 2018 IRC FOR THE OTHER FRAMING REQUIREMENTS.DDS GROUP DDS GROUP MAX HEIGHT 12' TOTAL WALL HEIGHT MAX HEIGHT 10'PONY WALL HEIGHT 16" TYP.16"16" TYP.2 x 4 STUDS MIN.GENERAL NOTES1.CONTINUOUS STRUCTURAL SHEATHING ON ONE FACEWITH A MAXIMUM HEIGHT OF 10' U.N.O.NAILED WITH 8d NAILES @ 6" O.C. AT PANEL EDGES,12" O.C. AT INTERIOR SUPPORTS.1SECTION DETAILN.T.S.DOUBLE TOP PLATETYP. 2X4 STUDMIN. 7/16" OSB SHEATHINGON EXTERIOR FACE NAILEDWITH 8d NAILS @ 6" O.C.AT PANEL EDGES, 12" O.C.AT INTERIOR SUPPORTSFOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGES SHALLMEET OVER AND BE FASTENEDTO COMMON FRAMING.HTT5 OR STHD101-1/2" MIN. BLOCKINGMINIMUM REINFORCING OFFOUNDATION. ONE #4 BARTOP AND BOTTOM OF FOOTING.REINFORCING SHALL BE LAPPED15 INCHES.PANEL BLOCKING DETAILSCALE: NTSSIMPSON H2.5A TIELOCATED EVERYOTHER RAFTER2MINIMUM FOOTING SIZE UNDEROPENINGES 12"x12". A TURNED-DOWNSLAB SHALL BE PERMITTED AT DOOROPENINGS. REINFORCING SHALL BEAS SHOWN ABOVE.SECTION DETAIL (EXTERIOR ELEVATION)N.T.S.VARIESHTT5 OR STHD10HTT5 OR STHD10HOLDOWN ANCHORRAFTER TO TOP PLATE DETAILNAIL INTO BOTH TOP PLATESSCALE: NTSTYPICAL (ONE STORY) 2'-8" TO 4'-0" LENGTH 7/16" OSB STRUCTURALWOOD SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 10'.NAILED PER 2018 IRC TABLE R602.3(1) AND BLOCKED AT ALL EDGES.TWO ANCHOR BOLTS OR 3" PINS AND WASHERS SET BY POWERACTUATED TOOL SHALL BE INSTALLED AT QUARTER POINTS AS SHOWN.2BCS2-2/4BCS2-3/6COLUMN HEIGHT FROM8' TO 12' REQUIRES AMINIMUM EQUIVALENTOF 4"X4" LUMBERCOLUMN HEIGHT FROM12'-1" TO 20' REQUIRESA MINIMUM EQUIVALENTOF 6"X6" LUMBER5/8" NUTWASHEREXISTINGFOUNDATIONCONTINUOUS SHEATHING ACROSS TOPAND BOTTOM PLATES. SPACING ASREQUIRED FOR SHEARWALL PANEL EDGES.PANEL CONNECTION DETAILAT FIRST & SECOND FLOORSSCALE: NTS4BASE PLATEABU44 OR AB44ABU66 OR AB665/8" ANCHOR BOLTEMBEDDED 6" INTOFOUNDATION. EPOXYALLYHREAD, WEDGE-ALLOR TIGHTEN HDSTHD10 OR HTT5 MAY BEUSED IN LIEU OF COLUMNBASEPLATE.STANDARD COLUMN DETAILSCALE: NTSSECTION DETAIL (PLAN VIEW)N.T.S.HEADERBEAMPONY WALL IF REQUIRED PERARCHITECTURAL PLANSORMIN. 3"x11.25" NET HEADERSIMPSON ACEPOST CAP(LEFT AND RIGHT)FASTEN SHEATHING TO HEADER WITH 8dCOMMON OR GALVANIZED BOX NAILS IN3" GRID PATTERN AS SHOWN.HEADER TO JACK-STUD STRAP PER TABLER602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITESIDE OF SHEATHING. SEE TABLE FOR SIMPSONSTRAP RECOMMENDATIONS or PROVIDE EQUIVALENT.MIN. 7/16" OSB SHEATHINGON EXTERIOR FACE NAILEDWITH 8d NAILS @ 3" O.C.ONE STORY: MIN WIDTH=16"MIN DBL STUDS2' to 18'EXTENT OF HEADER (SINGLE PORTAL FRAME)EXTENT OF HEADER (DOUBLE PORTAL FRAME)16"VARIES2 x 4 STUDS1X4 LET-IN BRACING DETAILSCALE: NTSINTERIOR: SEE GENERALNOTE (9) OR MIN. 2 12" POWDERACTUATED PINS AND WASHERS@ 12" O.C.INSTALL CONTINUOUS 1"X4"WOOD OR APPROVED METALSTRAPPING AT MIN 45 TO MAX60 DEGREES WITH TWO 8D NAILSAT EACH STUD, TOP AND BOTTOMPLATES.MAX STUD SPACING TO BE 16" O.C.NOTE: FOR EXTERIOR SHEAR WALLANCHORING SEE GENERAL NOTE (5).5.2.3.4.REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES ANDDIMENSIONS.ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BENAILED IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIALBUILDING CODE TABLE R602.3(1), UNLESS OTHERWISE NOTED.SHEAR WALL SEGMENTS SHALL BE CONTINUOUS FROM THE MUDSILLTHROUGH THE DOUBLE TOP PLATE.BRACE WALLS LESS THAN 2' IN WIDTH DO NOT REQUIRE BOLTS &WASHERS BETWEEN THE 2 INSTALLED HOLD DOWN STRAPS(HTT5/STHD10). PROVIDE 1-ANCHOR BOLT C/L OR 2-3" PINS AND WASHERS(SET @ 1/3 POINTS BY A POWDER ACTUATED TOOL) FOR BRACED WALLSFROM 2' TO 2'-8" OVERALL LENGTH.MUDSILL AT ALL EXTERIOR WALLS SHALL BE ANCHORED TO THEFOUNDATION SLAB WITH 1/2" ANCHOR BOLTS EMBEDDED 7" INTO THESLAB AND SPACED 6'-0" O.C. MAX. OR SIMPSON STRONG-TIE MASAMUDSILL ANCHORS @ 6'-0" O.C..6.WHERE RAFTERS MEET THE TOP PLATE OF EXTERIOR WALLS, INSTALLSIMPSON STRONG-TIE H2.5 ANCHORS AT EVERY OTHER RAFTER.ANCHORS WITH 445 LB. CAPACITY OR GREATER MAY BE USED AS ANALTERNATE.7.8.9.9.1.9.2.STRUCTURAL SHEATHINGIS CONSIDERED ONE OF THE FOLLOWING:···MIN 7/16" OSBRED THERMOPLYBLUE THERMOPLYNOTE: SIMPSON STHD10OR HTT5 CAN BEROTATED 90°NOTE: ALL SIMPSON PRODUCTSMAY BE SUBSTITUTED WITHAPPROVED EQUALALL INTERIOR WALLS TO BE 1/2" SHEETROCK NAILED PER TABLE R602.3(1)OF THE 2018 IRC.LET-IN BRACING MAY BE SUBSTITUTED WITH 4X8 STRUCTURALSHEATHING (RED T-PLY OR OSB) FROM TOP TO BOTTOM PLATE OR CS16X-BRACING.ALL INTERIOR BRACED WALLS MUST BE ANCHORED TO THE FOUNDATIONUSING SIMPSON TITEN HD 1/2" ANCHOR BOLTS OR APPROVED EQUAL.INSTALL TITEN HD ANCHOR BOLTS AT MAXIMUM SIX FEET ONCENTER, WITH MINIMUM 2-3/4" EMBEDMENT INTO FOUNDATION.MINIMUM TWO BOLTS PER BRACED WALL SECTION, WITH ONEBOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLTDIAMETERS FROM EACH END OF BRACED WALL SECTION.FASTEN KING STUDTO HEADER WITH 616d SINKER NAILSTYP. PORTAL FRAMECONSTRUCTIONFOR PANEL SPLICE(IF NEEDED), PANELEDGES SHALL BEBLOCKED, ANDOCCUR WITHIN24" OF MID-HEIGHT.ONE ROW OF TYP.SHEATHING-TO-FRAMING NAILINGIS REQ. IF 2xBLOCKING ISUSED, THE 2x'sMUST BE NAILEDTOGETHER WITH(3) 16d SINKERSFIRST OF TWO STORY: MIN WIDTH = 24" ORMIN WIDTH = 16" WITH FULL STRUCTURALSHEATHING AT INTERIOR WALLDIRECTION OF STRENGTH AXISPROVIDE SIMPSON HTT5 HOLD DOWNSWITH 5/8" ATR ANCHORS SET WITHEPOXY AND 6" MIN. EMBEDMENTOR SIMPSON STHD10 INSTALLED PERMANUFACTURER'S RECOMMENDATIONS.PORTAL FRAME (SINGLE AND DOUBLE)N.T.S.45°- 6 0 ° DDS GROUP Generated by REScheck-Web Software Compliance Certificate Project Southlake720 Energy Code:2018 IECC Location:Southlake, Texas Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:1,315 ft2 Glazing Area 33% Climate Zone:3 (2683 HDD) Permit Date: Construction Site: 720 Cimarron Trail Southlake, TX Owner/Agent: Addition Designer/Contractor: Architectural Plans Permit Number: Compliance: Passes using UA trade-off 1.5% Better Than Code Maximum UA:204 Your UA:201 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance:Maximum SHGC:0.25 Your SHGC:0.25 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Ceiling area of home forming top of insulation envelope: Flat Ceiling or Scissor Truss 977 38.0 0.0 0.030 0.030 29 29 Wall area of home forming sides of insulation envelope: Wood Frame, 16" o.c.1,150 15.0 0.0 0.077 0.060 57 45 Energy efficient door unit: Solid Door (under 50% glazing)24 0.200 0.320 5 8 Energy efficient door unit: Glass Door (over 50% glazing) SHGC: 0.25 24 0.180 0.320 4 8 Energy efficient door unit: Glass Door (over 50% glazing) SHGC: 0.25 48 0.290 0.320 14 15 Energy efficient door unit: Glass Door (over 50% glazing) SHGC: 0.25 24 0.290 0.320 7 8 Window area of home using energy efficient units: Vinyl/Fiberglass Frame:Double Pane with Low-E SHGC: 0.25 284 0.300 0.320 85 91 Slab perimeter of home forming bottom of insulation envelope: Slab-On-Grade:Unheated Insulation depth: 0.0' 124 0.0 0.730 0.730 0 0 Project Title: Southlake720 Data filename:Page 1 of 10 04/06/22Report date: Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Southlake720 Data filename:Page 2 of 10 04/06/22Report date: Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software REScheck Software Version : REScheck-Web Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 2018 IECC Section # & Req.ID Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies?Comments/Assumptions 103.1, 103.2 [PR1]1 Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented on construction documents. Complies Does Not Not Observable Not Applicable 103.1, 103.2, 403.7 [PR3]1 Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. Complies Does Not Not Observable Not Applicable 302.1, 403.7 [PR2]2 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official. Heating: Btu/hr_____ Cooling: Btu/hr_____ Heating: Btu/hr_____ Cooling: Btu/hr_____ Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 3 of 10 04/06/22Report date: Section # & Req.ID Foundation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.2 [FO1]1 Slab edge insulation R-value.R-_____ Unheated Heated R-_____ Unheated Heated Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.2 [FO3]1 Slab edge insulation depth/length. _____ ft _____ ft Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2.1 [FO11]2 A protective covering is installed to protect exposed exterior insulation and extends a minimum of 6 in. below grade. Complies Does Not Not Observable Not Applicable 403.9 [FO12]2 Snow- and ice-melting system controls installed. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 4 of 10 04/06/22Report date: Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.3.4 [FR1]1 Door U-factor.U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1, 402.3.1, 402.3.3, 402.5 [FR2]1 Glazing U-factor (area-weighted average). U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1, 402.3.2, 402.3.3, 402.5 [FR3]1 Glazing SHGC value (area- weighted average). SHGC:_____SHGC:_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.3 [FR4]1 U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. Complies Does Not Not Observable Not Applicable 402.4.1.1 [FR23]1 Air barrier and thermal barrier installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable 402.4.3 [FR20]1 Fenestration that is not site built is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. Complies Does Not Not Observable Not Applicable 402.4.5 [FR16]2 IC-rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate ≤2.0 cfm leakage at 75 Pa. Complies Does Not Not Observable Not Applicable 403.3.1 [FR12]1 Supply and return ducts in attics insulated >= R-8 where duct is >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. Complies Does Not Not Observable Not Applicable 403.3.2 [FR13]1 Ducts, air handlers and filter boxes are sealed with joints/seams compliant with International Mechanical Code or International Residential Code, as applicable. Complies Does Not Not Observable Not Applicable 403.3.5 [FR15]3 Building cavities are not used as ducts or plenums. Complies Does Not Not Observable Not Applicable 403.4 [FR17]2 HVAC piping conveying fluids above 105 ºF or chilled fluids below 55 ºF are insulated to ≥R- 3. R-_____R-_____Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 5 of 10 04/06/22Report date: Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 403.4.1 [FR24]1 Protection of insulation on HVAC piping. Complies Does Not Not Observable Not Applicable 403.5.3 [FR18]2 Hot water pipes are insulated to ≥R-3. R-_____R-_____Complies Does Not Not Observable Not Applicable 403.6 [FR19]2 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 6 of 10 04/06/22Report date: Section # & Req.ID Insulation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 303.1 [IN13]2 All installed insulation is labeled or the installed R-values provided. Complies Does Not Not Observable Not Applicable 402.1.1, 402.2.5, 402.2.6 [IN3]1 Wall insulation R-value. If this is a mass wall with at least ½ of the wall insulation on the wall exterior, the exterior insulation requirement applies (FR10). R-_____ Wood Mass Steel R-_____ Wood Mass Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2 [IN4]1 Wall insulation is installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 7 of 10 04/06/22Report date: Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.2.1, 402.2.2, 402.2.6 [FI1]1 Ceiling insulation R-value.R-_____ Wood Steel R-_____ Wood Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.1.1, 303.2 [FI2]1 Ceiling insulation installed per manufacturer’s instructions. Blown insulation marked every 300 ft². Complies Does Not Not Observable Not Applicable 402.2.3 [FI22]2 Vented attics with air permeable insulation include baffle adjacent to soffit and eave vents that extends over insulation. Complies Does Not Not Observable Not Applicable 402.2.4 [FI3]1 Attic access hatch and door insulation ≥R-value of the adjacent assembly. R-_____R-_____Complies Does Not Not Observable Not Applicable 402.4.1.2 [FI17]1 Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. ACH 50 =_____ACH 50 =_____Complies Does Not Not Observable Not Applicable 403.3.3 [FI27]1 Ducts are pressure tested to determine air leakage with either: Rough-in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer’s air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer’s air handler enclosure. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.4 [FI4]1 Duct tightness test result of <=4 cfm/100 ft2 across the system or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.2.1 [FI24]1 Air handler leakage designated by manufacturer at <=2% of design air flow. Complies Does Not Not Observable Not Applicable 403.1.1 [FI9]2 Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. Complies Does Not Not Observable Not Applicable 403.1.2 [FI10]2 Heat pump thermostat installed on heat pumps. Complies Does Not Not Observable Not Applicable 403.5.1 [FI11]2 Circulating service hot water systems have automatic or accessible manual controls. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 8 of 10 04/06/22Report date: Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 403.6.1 [FI25]2 All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits per Table R403.6.1. Complies Does Not Not Observable Not Applicable 403.2 [FI26]2 Hot water boilers supplying heat through one- or two-pipe heating systems have outdoor setback control to lower boiler water temperature based on outdoor temperature. Complies Does Not Not Observable Not Applicable 403.5.1.1 [FI28]2 Heated water circulation systems have a circulation pump. The system return pipe is a dedicated return pipe or a cold water supply pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. Complies Does Not Not Observable Not Applicable 403.5.1.2 [FI29]2 Electric heat trace systems comply with IEEE 515.1 or UL 515. Controls automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping. Complies Does Not Not Observable Not Applicable 403.5.2 [FI30]2 Demand recirculation water systems have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to <= 104ºF. Complies Does Not Not Observable Not Applicable 403.5.4 [FI31]2 Drain water heat recovery units tested in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. Complies Does Not Not Observable Not Applicable 404.1 [FI6]1 90% or more of permanent fixtures have high efficacy lamps. Complies Does Not Not Observable Not Applicable 404.1.1 [FI23]3 Fuel gas lighting systems have no continuous pilot light. Complies Does Not Not Observable Not Applicable 401.3 [FI7]2 Compliance certificate posted.Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 9 of 10 04/06/22Report date: Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 303.3 [FI18]3 Manufacturer manuals for mechanical and water heating systems have been provided. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 10 of 10 04/06/22Report date: 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value 15.00Above-Grade Wall 0.00Below-Grade Wall 0.00Floor 38.00Ceiling / Roof _______Ductwork (unconditioned spaces): Glass & Door Rating SHGCU-Factor 0.250.30Window 0.250.29Door Heating & Cooling Equipment Efficiency _______Heating System:_________________________ _______Cooling System:_________________________ _______Water Heater:___________________________ Name:Date: Comments