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FLS2013-08028Community Partners in Revitalization Solutions for Bettar Communities. City of Clearwater Planning and Development Department 100 S. Myrtle Avenue Clearwater, FL 33756 Re: 1143 Howard Street July 31, 2013 1143 HOWARD ST FLS2013-08028 1 Community Partners in Ritalizatio, Inc Zoning: Low Medium Density Re Atlas #: 314A Four teams, with four members, from 16 states, came together to take on one assignment: design a home that would best meet the needs of a wounded hero. The National Association of Home Builders (NAHB) Design Committee announced the winning team of its first-ever live design competition held during the International Builders' Show (IBS) during than February show in Las Vegas. The competition focused on designing a home for Laura Sellinger, a U.S. Air Force veteran who sustained a traumatic brain injury while serving in Iraq. The NAHB Design Committee partnered with the American Institute of Building Design (AIBD) and Operation Finally Home to create the competition, which was administered through NAHB's Best in American Living Awards (BALA), the leading residential design award program The competition brought together four teams that had to design a three-bedroom, single-family home to be built within the city limits of Clearwater, Fla. The home had to include universal design features such as wide hallways and a large shower so that if needed in the future, a wheelchair could be maneuvered easily. In addition to the programmatic requirements, the design needed to take into consideration life-cycle costs, and low maintenance requirements. Working with set parameters, such as lot size, square footage, energy efficiency, accessibility and style, the four design teams had nine hours to complete a design and then submit their design to the BALA judges. The four entries were then judged by design professionals and IBS attendees, who viewed the entries and voted via text. With your assistance we are about to begin construction. The home for this wounded veteran is fully funded. The contractors and suppliers are ready. We just need your assistance in adjusting the side/front setback from 25 feet to 11'9". Upon our view of the neighborhood multiple homes are constructed well inside the 25' setback. Some seem to be as close as 5-7 feet from the estimated front/side property line. We kindly request your consideration and quick approval so we may place Laura Sellinger, the wounded war veteran, in her award winning home. If we can be of any further assistance please call me at 813-873-7300 or my cell 813-478-7578. Thank you in advance for your assistance, support and consideration. Sincerely, Glen Shamblen Executive Director District Office ♦ 5680 W. Cypress Street ♦ Suite A♦ Tampa, Florida 33607 ♦(813) 549-2740 ♦ Fax (813) 873-7070 LL Planning & Devetopment Department 0 � earwater Flexibie Standard Deve�o ment A lication P pp � Site Plan Submittal Package Check list IN ADDITION TO THE COMPLETED FLEXIBLE STANDARD DEVELOPMENT (FtS) APPLICATION, ALL FLS APPLICATIONS FOR A SINGLE-FAMILY DETACHED DWELLING, DUPI.EX, OR ACCESSORY USE/STRUCTURE ASSOCIATED WITH EITHER A SINGLE-FAMILY DETACHED DWELLIWG OR DUPLEX SHAL! iNCLUDE A PLOT PLAN WITH THE FOLLOWING INFORMATION: 0 Responses to the General Applicability criteria as set forth in Section 3-914.A. The attached Flexible Standard Development Application General Applicability Criteria sheet shall be used to provide these responses. O Responses to the flexibility criteria for the specific use(s) being requested as set forth in the Zoning District(s) in which the subject property is located. The attached Flexible Standard Development Application Flexibility Criteria sheet sha�t be used to provide these responses. D A signed and sealed survey of the property prepared by a registered land surveyor including the location of the property, dimensions, acreage, location of all current structures/improvements, location of all public and private easements including official records book and page numbers and street right(s)-of-way within and adjacent to the site. ❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as provided in F.S. § 723.083, the application must provide that information required by Section 4-202.A.5. ❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier, seawall or other si milar marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on private and commercial docks. O A tree survey showing the location, DBH (diameter at breast height), and species on the parcel proposed for development with a DBH of four inches or more and identifying those trees proposed to be removed. 0 A site plan with the following information: 0 North arrow, scale, location map and date prepared. ❑ Location of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard Area, and the Base Flood Elevation (BFE) of the property, as applicable. 0 Location, setbacks and use of all existing and proposed building and structures. 0 Location of alf existing and proposed parking areas, sidewalks and driveways. ❑ Location, type of material and height of all existing and proposed fences. ❑ Location of all existing and proposed utilities, including water, sewer, gas, and stormwater. ❑ Location of all existing utility easements, including Official Records book and page numbers, and any proposed utility easements. ❑ Building or structure elevation drawings that depict the proposed building height, building materials, and concealment of all mechanical equipment located on the roof. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 4 of 7 Revised 01N2 ° �lear�ater P��nning & Develapment Department Flex�ble Standard Development Application � Detached Dwellings, Duplexes orAssociated Accessory Use/Structures IT iS INCUMBENT UPOfV THE APPLtCANT TO SUBMIT COMPLETE AND CORRECT IIVFORMATtOPt. ANY MISLEADING, DECEPTIVE, INCOMPLETE OR WCORRECT INfORMA710N MAY INVAtIDATE YOUR APPUCATION. ALL APPUCATIONS ARE 70 BE FIlLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE. A TOTAL OF il COMPLETE SETS OF PLANS AND APPLICATION MATERIALS (1 ORIGINAI AND lU COPIES) AS REQUIRED WITHII�t ARE 70 BE SUBMITTED FOR REVIEW BY THE QEVELOPMENT REVIEW COMMITTEE. PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. THE APPLICANT, BY FILING THIS APPLICATION, A6REES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE COMMUNITY DEVELOPMENT CODE. FIRE DEPT PREUMARY SITE PLAN REVIEW FEE: $200 APPLICATION FEE: $200 (if for detached dwellings or duplexes) OR $!00 (if for occessory uses/structures for detoched dwellings/duplexes) _ . - ----� PROPERTY OWNER (PER DEED): � MAILING ADDRESS: S i C � PHONE NUMBER: ��3 - ��3- % Q p EMAIL: G' le�.✓. S/lr9rrl,D�@.v ��l�/� S�/ �� L'OH'1 AG�NT OR REPRESENTATIVE: �`�� 5��p� MAILING ADDRESS: �,,�„�,L PHONE NUMBER: EMAIL: ADDRESS OF SUBIECT PROPERTY: PARCEL NUMBER(5): -.c..r is-i�s��oz -ooy-oozo LEGAL DESCRIPTION: efj/�p�„��¢ %ejZ�LQ(e e �D� D�CJ� Z L PROPOSED USE(S): sl,�/ 4�� A�1i ��/ DESCRIPTION OF REQUEST: C�,�/S �_ S�'d�- S� fi bp�• �` rfff%d1;IVti� T'�O.o► 2s" r fd �� // Specificplly identify the request -�- (include oll requested code f/exibility; e.g., reduction in required number of parking spaces, height setbacks, lot size, !ot width, specific use, etc.): ----< Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 1 of 7 Revised 01/12 ° �learwat�r U Planning & Deveiopment Department Flexible Standard Development Application . Data Sheet PLEASE ENSURE THAT THE FOLLOWING INFORMATlON IS FILLED OUT, iN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND tNCOMPLETE AND POSStBLY DEFERRED UNTIL THE FOLLOWIN6 APPLlCATION CYCLE. Z01VtPIG �ISTRlCF: FUTURE LAND USE PtAN DESIGNATION: EXISTING USE (currentiy existing on site): PROPOSED USE (new use, if any; plus existing, if to remain): SITEAREA: S�9X/O�% = 5398 sq. ft. L��Z �v 1�,� �A.v � �� 7 ,.. + /_ �. , /, JA�,. _ L _ J _/ _ i�' - acres GROSS fLOOR AREA (total square footage of ali buildings): Existing: 4 sq. ft. ,,ryA�,�/ ��OOry l.��pti�:�-'�/ ��' p� � Proposed: sq. ft. �/�O�i�- � �v�' Maximum Allowable: sq. ft. � �� GROSS FLOOR AREA (totai square footage devoted to each use, if there will be multiple uses): First use: sq. ft. Second use: sq. ft. Third use: sq. ft. FLOOR AREA RATIO (total square footage of all buildings divided by the total square footage of entire site): Existing: Proposed: Maximum Allowable: BUILDING COVERAGE/FOOTPRINT (1�` floor square footage of all buildings): Existing: d sq. ft. ( Q % of site) Proposed: sq. ft. ( �S % of site) Maximum Permitted: __ sq. ft. ( % of site) GREE(V SPACE WITHIN VEHICULAR USE AREA (green space within the parking lot and interior of site; not perimeter bufferj: Existing: sq. ft. ( % of site) Proposed: sq. ft. ( % of site) VEHICULAR USE AREA (parking spaces, drive aisles, loading area): Existing: sq. ft. ( Proposed: sq. ft. ( % of site) % of site) Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 2 of 7 Revised 01/12 IMPERVIOUS SURFACE RATIO (total square footage of impervious areas divided by the tota! square footage of entire site): Existing: Q Proposed: , yy Maximum Permitted: �� ,� DENS{TY (units, rooms or beds per acre): Existing: O Proposed: � Maximum Permitted: � �i� OFF-STREET PARKING: BUILDIN6 HEIGHT: Existing: Proposed: Maximum Permitted d 2y �� Existing: � Note: A parking demond study must be provided In conjunction with any request Proposed: Z to reduce the amount of required off-street porking spaces. Please see the Minimum Required: Z adopted Porking Demand Study Guidelines for further informotion. WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $ ZONING DISTRICTS FOR ALL ADJACENT PROPERTY: North: L/`'t ni � South East: West: � STATE dF �L�7RiDA, CdUNTY OF PiNEIiAS I, the undersigned, acknowledge that all Sworn to and subscribed before me this �/•iJ� day of representations made in this application are true and �v� y� , xQ/3 . to me and/or by accurate to the best of my knowiedge and authorize �/ City representatives to visit and photograph the ��.t/ ��b�ivt� , who s personaliy known as property described in this application. produced as identification. Signature of property owner or representative Nota p bfic, � ,�i�p�,/ •SnAi►�p/il✓ My om ission expires � • ' � � ��°' KAYI,A N.. OpT1 :, _ Notuy Public - 3t� ef Flp�p� ;;��r �= MY Comm. Expint ,Nn 13, 2a17 �.f,a�n,��, Commiaalon I EE 664dS7 Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 3 of 7 Revised 01/12 ° ��earwater U Planning & Deveioprnent Department Flexible Standard Develapment Application General Applicability Criteria PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) GENERAL APPLICABIL{TY CRITERtA EXPLAINIM1IG HOW, IN DETAIL, THE CRITERION FS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAI. 1. The proposed development of the land will be in harmony with the sca{e, butk, coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantiy impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Planning 8� Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 5 of 7 Revised 01/12 Section 3-914. General standards for Level One and Level Two approvals.� A. Level One applications, in order to be approved by the community development coordinator, and Level Two applications, in order to be approved by the community development board, shall meet each and every one of the following criteria: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. We have purposed to keep the character of this development in harmony with the neighborhood's scale, bulk, coverage, density of the adjacent properties. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed development should encourage the appropriate development and use of adjacent land and buildings. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. We cannot imagine a situation in which this single family home could adversely affect the health or safety of anyone in the neighborhood. 4. The proposed developmenf is designed to minimize traffic congestion. This single family dwelling and two off street parking should have little effect on the traffic in the community. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. We have purposed to keep the character of this development in harmony with the neighborhood's scale, bulk, coverage, density of the adjacent properties. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The design, purpose and intended use of this home should have no adverse effects to the community in regards to visual, acoustic, olfactory, and hours of operation on adjacent properties. ° learwat�r �� U Ptanning & Development Department Flexible Standard Development Application Fiexibility Criteria PROVIDE COMPLETE RESPONSES TO THE APVLICABLE FLEXIBILITY CRITERIA fOR THE SPECIFIC USE(S) BEING REQUESTED AS SET FORTH !N THE ZONING DISTRiCT(5) IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW, IN DETAIL, EACH CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PR�POSAL (USE SEPARATE SHEE7S AS NECESSARY). 1. 2. R� 4. 5. 6. 8. Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727-562-4865 Page 6 of 7 Revised 01/12 Residential infill projects: 1. Single-family detached dwellings are the only permitted use eligible for residential infill project application. This is a single family detached dwelling and is therefore eligible as a residential infill project 2. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from one or more of the following: intensity; other development standards. The development of this parcel is impractical without relief from the standard set back requirements. Many if not all of the area lots are around 52' wide, as is this parcel. Using the current standard of 5 and 25 foot setbacks then 30 feet or 58% of the 52 foot width are unusable. Leaving only 22 feet of width for the home. An interior lot would have the ability to build a home 42 feet wide because of the two 5 foot side setbacks. 3. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties; The proposed development of this parcel should increase the fair market value of the abutting properties. 4. The uses within the residential in�ll project are otherwise permitted in the district; The uses associated with this development and parcel are permitted in this district. 5. The uses within the residential in�ll project are compatible with adjacent land uses; The uses associated with this development and parcel are compatibie with adjacent land uses. 6. The development of the parcel proposed for development as a residential in�ll project will upgrade the immediate vicinity of the parcel proposed for development; The development of this parcel proposed as a residential infill project should upgrade the immediate vicinity of the parcel. 7. The design of the proposed residential infill project creates a form and function which enhances the community character of the immediate vicinify of the parcel proposed for development and the City of Clearwater as a who%. Neighborhood pictures were taken and sent to the NAHB before the beginning of the contest. Part of the contest was to keep and enhance the character of the matured neighborhood. 8. Flexibility in regard to lot width, required setbacks, height, off-street parking access or other development sfandards are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 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' � . . � �� ' • "�.t g.. r . �' ��, �'74 .... �. g �t. s �� .. , � t . �:. �� .�z, $!�. �.,..� � . �'� � ... �' ��s'a".� . �a�� es-fi.�f� Zr � .�ef b�cl� http://egis.pinellascounty.org/apps/PropertyAppraiser/PaoTpv/?strap=222915136620040020 8/1/2013 PLOT PLAN WITH BOUNDARY, TREE AND TOPOGRAPHICAL SURVEY LOT 2, BLOCK D CAROLINA TERRACE SUBDIVISION PINELLAS COUNTY, FLORIDA. PRELIMINARY DRAWING: THIS PLAN IS FOR PERMITTING PURPOSES ONLY, NOT FOR CONSTRUCTION. VERIFY ALL DIMENSIONS BEFORE ANY CONSTRUCTION. LEGEND: = PROPOSED DRAINAGE FLOW (00 00 = PROPOSED GRADE E-00.00 = EXISTING GRAOE NOTES: LOT GRADING TYPE = A (PER EXISTING CONDITIQNS) PROPOSED PAO ELEVATION = FRONT SET BACK = 25' CORNER SIDE SET BACK = 25' SIDE SET BACK = 5' REAR SETSACK = 10' LOT t BLOpC D x68.19' �88.26' : 67.8Y 67.88' 67.9' 7.75'fL o � �.�6� �: � j� � - oHw -�,.� _ B9.8; � - FIR 5/8" NO ID �: �� : N � 0 O a � � � � 0 . HOWARD STREET (60' R/W) � 68.50' � 2' CURB & GUTTER - E/P� 67.8ifL 68,15' a �p � 00.J� C�C QHW \ , S 89'26'04" E (C) 51.87' (M) 51.90' (P) �� n N � ` O - : �; a.00' N :, - =�, LOT 2 9L0(:K D Y�I �9J' " OPERATION " �ER FINALLY HOME e CUSTOM � � �� RERSIDENCE " � �qiNGARACE RIGMT w v 24.. O a OAK O O a 0 5.0' Z �7 A C ■89.8' 69i.7J � 0 2. 7' �-� m N;�__ 0 6.3: 6' W/F ■ I . 1.8' FtR 5/8" N 89'26'S7•' NO ID 69.7' LOT =_ 5376_66 SQ. FT. "69.4' LIVING AREA -_ 1399 __SQ. FT. ENTRY - 25 __S0. FT. GARAGE =�379 __SQ. FT. COVERED LANAi - 128 ___SQ. FT. PATIO =�175 SQ. FT. POOL AREA =__NZA�_SQ. FT. CONC. ORIVE __ 221____SQ. FT. A/C & CONC PAD = 9 ___SQ. FT. SIOEWAIK =�38 �_SQ. FT. SIDE YAR� SWALE __ N A SQ. FT. CONSERVATION AREA =__N A_ _SQ. FT. LOT OCCUPIED = 44 ___y; AREA TO IRRIGATE =�56____ry, 35'-0" - j AN W ci 88.84' 88.�58' °p 88.24 � : �- 8. �: � �; POWER 1 � : POLE �- 70.0' .00� FIR 1./. 19.5' NO I � � � �, ~ I N � � 0 . o 11.87' � 30" m I OAK � m � _ �a9.e' a W I � rn u�i w � � 3 `w' p 3fi" � OAK A I U O �I / � � 11.$9' " 00 6' CLF i•� � 0 -.-.•�- N t � 4' CLF oi I � � (C) 51.90' x 70.0' � 70.1' LOT 3 BLOpC D 5. 4' 5.6' SPEED in PO R HUMP a� PUL SIGN �... �........T. P&M) 69.8' 30.�0' FIR 1" 21.2' NO ID :gg,g• DESCRIPTION: LOT 2, BLOCK D, MAP OR PLAT ENTITLED "CAROLINA TERRACE SUBDIVISION", AS RECORDED IN PLAT BOOK 12, PAGE(S) 15, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SEC. 22 , TWP. 29 S, RNG. � 5 E. BEARING BASIS: WESTERLY LINE OF LOT 2 BEING N 00'00�00" E(ASSUMED) THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE = T TITLE SEARCH. ALSO SUBJECT TO SETBACKS, � EASEMENTS AND RESTRICTIONS OF RECORD. UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR o SNOWN. M �� DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. � DESCRIPTION NOT CONTAINING PLAT BOOK AND Q PAGE INDICATES THAT P�AT IS IN vvi PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION. CERTAIN DATA SHOWN HEREON BASED ENGINEERING PLANS PROVIDED BY CL.IENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. / SANITARY Q�� - MANHOLE 69.04' 0.6' iONS/ 'u�ie GAS - PIPE TBM 1 jS�N SNdc0�4493 . ELEV=68.95� 88.78' � � z 69.62 W > Q 3 z� 69.50' � � z y� � a W I Q > � a d o (n � w TBM�2 SN&D#4493 ELFV='70.04 osr: iir,� 70.08' 89.79' 70.17' NATIONAL GEODETIC SURVEY BENCHMARK INFORMATION: DESIGNATION-BREEZE C AZ MK 1 PID-AG0373 STATE/COUNTY-FL/PINELLAS USGS QUAD-CLEARWATER (1987) ELEV = 44.69� NORTH AMERICAN VERTICAL DATUM OF 1988 PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 71.54' GARAGE AREA: ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988. MEAN SEA LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 12103C 0108 H EFFECTIVE DATE: 5/17/Q5 (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, ¢= CENTERLINE, A/C= AIR CONOITIONER, 8/C= BACK OF CURB, C/S= CONCRETE SIAB, CH= CHORD, CHB= CH�RD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVEREO, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR E�EVATION, MAS.= MASONRY, OR= QFFICIAL RECORD BOOK, P8= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U P= UTILITY POLE W F= WOOD FENCE JOHN R. BEACH & ASSOCIAT'ES, INC. p��W� BY Square Feet: 5376.66 t SUNSTONE CONSTRUCTION � JBS SURVEYORS AND MAPPERS Checked By. 911 WEST ST. PETERSBURG DRIVE JRB ONE OLDSMAR, FLORIDA 34677 WAY ($� 3% 854-1276 FAX (813� 855-8370 S� O1e� 30' / 1 (. 11 _ / � �•.�� I � / _ � r .� NOT VALID WfTHOUT THE SIGNATURE AND Uate: B/T/T 7/29/13 JBS �, THE ORIGINAL RAISED SEAL OF A FLORIDA PlOT P�AN 7/31/13 J85 HN R. ACH DATE LJCENSED SURVEYOR AND MAPPER FLORIDA R. LAND SURVEYOR No. 2984 LB�4� Revisions: BOUNDARY, TREE AND TOPOGRAPHICAL SURVEY LOT 2, BLOCK D CAROLINA TERRACE SUBDIVISION PINELLAS COUNTY, FLORIDA. LOT 1 BLOCK D SEC. 22 , TWP. 29 S, RNG. � 5 E. BEARING BASIS: WESTERLY LINE OF LOT 2 BEING N 00'00'00" E(ASSUMED) THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY 8E OISCLOSED BY A FU�L AND ACCURATE = T 11TLE SEARCH. ALSO SUBJECT TO SETBACKS, � EASEMENTS AND RESTRICTIONS OF RECORD. 0 r� II � w J ¢ U � UNDERGROUND FOOTER, STEM WALL, ANQ UNDERGROUND UTILIIIES ARE NOT LOCATED OR SHOWN. DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. OESCRIPTION NOT CONTAINING PLAT BOOK AND PAGE INDICATES THAT PLAT IS IN PRELIMINARY STAGE AND tS SUBJECT TO CHANGE AND/OR REVISION. CERTAIN OATA SHOWN HEREON BASED C ENGINEERING PLANS PROVIDEO BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. HOWARD STREET I SANITARY o��' / (60' R/W) MANHOLE �[ X 68.19' 66.26' : V68.50' �� YQg,84' - 2' CURB k GUTTER - E/P � 69��, 67.81' 67.86":87.81' 67.8iF1 68.15' �,�' 0.6' =s==- O 68.39' C�UIQB 67.75 fl o; 88.35' 88.55 68.58' °p :88.24 68.2B� O; CONC Q; gg, ' 81� oH w M�--- ;-°' � oH w M GAS n " �; POWER PIPE T6M 1 S 89'26'04" E(C) SIGN 1� 69.6x - 51.87' (M) 51.90' (P) + POLE 64, SNkD�4493 - ' �QO• 30.OQ� � ELEV=68.95' ..... ............. FIR 5/B 1.t' � PIR 1/' 19.5' 68.78� NO ID v ni NO ID� I v s c�F 6 CLF a NATIONAL GEODETIC SURV _..- 13. 7' a 0 0 � 0 � 2�� UAK `� �a � 69.7' r.j 6" O APER � t� � v RAIN � W U O � Q O 24.. p t1AK O Z ■89.8• ss.r 69.7' x - FIR 5/8" NO 10 7. 5' �2. 7�� i 6.3' I 6' W/F b� 1.8' °O G N 89'26'57" s9.r ■ 69.4' LOT 2 BLOCIC D YACA�IL x 69.8' � ci � 6' CLF -�- 4' CLF (C) 51.90 ■ 70.0' ■ 70.1' l0T 3 BIOCK D � � 0 a 0 30" � I OAK m "" U � B9.8� W I m C.i � S = w Q � 36" � OAK � I O � 5.4' 5.6' SPEEI "m POWER HUAAF � POLE SIGN 1� P&M) 69.8' 30.00' FIR i" 21.2' NO ID Rg9.9� DESCRIPTION: LOT 2, BLOCK D, MAP OR PLAT ENTITLED "CAROLINA TERRACE SUBDIVISION", AS RECORDED IN PLAT BOOK 12, PAGE(S) 15, OF THE PUBLIC RECORDS OF PINEL�AS COUNTY, FLORIDA. ( � Z 89.82 j Q \ z� as.so• � � � `° Z ty � W I � > � 4 a O v� � 0 EY BENCHMARK INFORMATION: DESIGNATION-BREEZE C AZ MK 1 PID-AG0373 STATE/COUNTY-FL/PINELLAS USGS QUAD-CLEARWATER (1987) ELEV = 44.69' NORTH AMERICAN VERTICAL QATUM OF 1988 T8My�2 SN&D�4493 ElE V= 70.04' oa: �y;� 70.08� ss.�s• �o.,r ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988. MEAN SEA LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 12103C 0108 H EFFECTIVE DATE: 5/17/05 (C)= CALCULATED DATA, {D)= DEED DATA, (M)= MEASUREQ DATA, (P)= PLAT DATA, �= CENTERL�NE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAW LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMfNT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUNO CONCRETE MONUMENT, FIP= FOUNO IRON PIPE, FIR= FOUNO IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVAiION, MAS.= MASONRY, OR= OFFICIAL RECORO 800K, PB= PLAT 800K, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD dc CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U P= UTILITY POLE W F= WOO� FENCE � JOHN R. BEACH & ASSOCIATES, 1%IC. Drawn By. Square Feet: 53�6.66 t SUNSTONE CONSTRUCTION � JBS SURVEYORS AND MAPPERS Checked 8y. 911 WEST ST. PETERSBURG DRIVE �RB ONE OLDSMAR, FLORIDA 34677 WAY (813) 854-1276 FAX (813) 855-8370 S�„a1e' 30, � ��/ `�^/� NOT VALID WITHOUT THE SIGNATURE AND Date: B T T 7 29 13 J8S (!.[� THE ORIGINAL RAISEO SEAL OF A FLORIOA HN BEACH DATE LICENSED SURVEYOR AND MAPPER FLORIDA EG. LAND SURVEYOR No. 2984 LB#4493 Revisions: BOUNUARY, TREE AND TOPOGRA('I-IICAL SURVLY LOT 2, [3LOCK D CAROL_INA TERRACF SUE�DIVISION PINF l_L_AS COUNTY, Fl__ORIDA. �� V S 1 J� �� 9' w n ,�� `v,. LOT 1 BLOCFC 0 f-IOWAF�D S l-RLC:_1� (f0' R�W) �68.19' x68.26' V68.50' ¢ 2' CUR� k GUTfFR - f=/P- 67.91' 67.86':87.91' 67.87'�1 68.15' __-"x�,.• "'�-_' 1'"_� 67.75 F�L �� 88 35' 68.55 68. 68_26' p; CONC r� ,, i•� �, WALK OHW �ri-i� OhIW + S U9'26'Uh" E ((:) .- 69.6x ;� -` 51.87' (M) 51.90' (r) �._. � �H :�,t,a-- r_. , , . �� NO ID `, cv c� • �v s' a.r s' c�_F 4.0 _'_,-_ 1J.7' 7.5 «.: � `L � � Ni c7 U w c� 0 C� C7 c� O Z_ " 89.8' 1,.,. LOT 2 BLOCK 0 �U� ,"^.�'�' J.a�aii � 69.7' f?' x69.6' 'nPl 12 I f4"�7 U�IN `:� c� �� . I)A 69.7� u) �i --�- �1.7__-_� 6 l;l_F_, in _ � -- 0 6.3' • 4' CLI- fi W/F in �. _ x69.7' . ..I - 1.H' uo N 89'16'S7" (C) 'i1.9(1 -�-°-°flR ti/�� 69J' N� Ih •69.4' •�0.0' ■ 7Q.1' LOT 3 BIOCK D SEC. 22 , TWP. 29 S, RNG. � 5 E. �[ARINC EiASIS: WESTERLY LINE OF LOT 2 BEING N 00'OU'QO" E(ASSUMED) IHIS SURVEY IS SUBJECl TO ANY FACTS THAT MAY 8E DISCLOSED BY A FULL AND ACCURATE T1TLE SFARCN. ALSO SUF3JECT TO SETBACKS, J�T EASEMENTS AND RESTRICTIONS OF RECORD. 1 �V 'r� � u : i�i _� ¢ U v� UNDERGROUND FOOTER, 5TEM WALL, AND UNDERGROUND UTILIIIES ARE NOT LOCATED OR SHOWN. DO NOT SCALE TI-iIS PRINT. DIM[NSIONS AND NOTES TAKE PREFERENCE. DCSCRIPTION NOT CONTAINING PLAT L300K AND PAGE INDICATL-S THAT PLAT IS IN PRELIMINARY STAGE AND IS SUQJECT TO CHANGE ANO/OR REVISION. CERTAIN DATA SHOWN HEREON BASED ON ENCINEERINC PLANS PROVIDED BY CLIENT. STRUCTUR[ TIES ShiOWN HEREON OENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERTY LINE. / SANITARY �� - MANIIUL[' %68.84' 69.' 4' �68.37• 0.6' -+'`•--_� 68.39' CON('/ i-� `1 (;uIQF3 �' p :88.24 �_� 68.3 ' 8.81' ��' GAS _L �POWER ' _ -PIPE _. • , TpM t POLE SIC'N SNkDN4493 jn.�d� 8.64� � ELEV-G8.95' 70.0'..' .. . .... F 11t 1/�' ly.`�' 68.78' NO ID i � NATIONAL GEODETIC SURVEY I BENCHMARK INFORMATION: DESIGNATION--BREEZE C AZ MK 1 � 0 �_� �_, - _ tio.. �Y� � GAK i� r�� " � ii � �; 69.8' t� I ai + U! '� 3 t°, - L ia� n st;" o ON� � � 0 U U 'i. 4' 5.6' SPEED ' �cn POWE7i HUMP rr POLF' S�GN ` . _�,......-_'. I'&M ) 69.8' � 30.00' fIR 1" 21.2' NO ID ,69.9' I DESCRIPTION: ,. LOT 2, �3LOCK D, MAP OR PLA��' ENTITLED "CAROLINA TErZRACE SUE3DIVISION", AS RE_COROED IN ,PLAT E300K 12, PAGE(S) 15, OF THE PUBLIC RECQRDS OF F'iNELLAS COUNTY, F LORIDA. ( � !y se.s2 L� ,� <T � � 2 89.50' �-� b V ) :°_. z � CJ i,� Q I � cL � V� C> i.i F'ID-AG0373 STATF/COUNTY-�L/PINFI_LAS USGS QU�1D-CLEARWF�TER �1987) ELEV = 44-.69' NORTH AMERICAN VERTICAL DATUM Of- 1988 THM�2 5NRcUN4493 ELE V= 70.04' 69:79';� 70.08� 69.79' 70.17' 0 •ELEVA1lONS REFFRENCED TO NORTH AMERICAN VLRIICAL DATUM OF 1988. MEAN SEA LEVEL= 00.00 FT. _ - APPARFNT �l_OOD h-IAZARD ZONE: "X" COMMUNITY I�ANEL N0. 1210:iC 0108 H EFFCCTIVE DATE: 5/17/05 (C)= CALCULATED DATA, (U)= DEED DATA, (M)= MEASUREO DATA, (P)= PLAT DATA, g= CE-NTERLINE, A/C= AIR CONDITIONER, f3/C= BACK UF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD �EARING, CLF= CHAIN LINK �[NCC, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMEN7, ESM'T= EASEMENI, F/C= FENCE CORNEf2, FCM- FOUND CONCRETE MONUMF..NT, f"IP= �OUND IRON PIPE, FIR= FOUN� IF20N F20D, FN&D= FOUNQ NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVA110N, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT �OOK, PCP= P[RMANENT CONTROL POINT, PRM= PERMANENT REFERENC[ MONUMENT, R/W= RIGHT OF WAY, R-= RADIUS, SIR=SET 1/2" IRON RO� k CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY F3ENCHMARK, U P= UTILITY POLE W F= WOOD FENCE JOHN R. BEACH & ASSOCIATES, INC. Drawn �y. Square Feet: 5376.66 t SUNSTONE CON57RUCTION � JB5 SURVfYORS AND MAPPFRS Checked By. 911 WEST ST. PETERSE3URG DRIV[ ��Z� ONE OLllSMAR, FLORIDA 34677 ___.._.___ WAY (813) 854-1276 FAX (813) 855--8370 Scale: � ° = 3�� Q � �3��/� N6i VALIU WITHOUT THE SIGNATURE AND Date: E3 T i 7 29 13 J�S THE ORIGINAL RAISED SEAL OF A FLORIDA , HN �FACH DATE UCENSED SURVEYOR AND MAPPER FLORIDA EG. LAND SURVEYOR No. 2984 LB�!4493 Revisions: � 0 ■ ■ pera �on � na Clearwater, Florida BSB Design Project # P2T13000 Custom Single Family ome Client: Architect: CPR BSB Design, Inc. 5680 W. Cypress Street, Suite A 174A State Street East Tampa, FL Tampa, FL. 34677 Phone: 813-397-5116 Phone: 813-265-4808 DIMENSION NOTE MTERIOR DIMENSIONS ARE TAKEN �ROM FALE OF STUD TO FAGE OF snro, ua.ess r+o�v oTr�rzvuse. ��1 � vnrz �ies I, MA50NRY DIMENSIOIJ�i ARE TAKEN FROM FAGE TO FAGE OF MA50NRY UNIT OR FAGE OF MASONRY UNIT TO FAGE OF SND UNLE55 �WTED OTHERWISE. m W < �� SYMBOLS � EARTH ELEVATION KEY EXIERIOR DIMENSIONS ME TO `�T NR6ER � `_�ND OR GRAV$ FILL FAGE OF 511A5 UL.E55 NOTED on�Rruse. �� roo� snp arxnna+ em�vrt� xcriow r.�r _�,� , n,��—.. � SFffT N1�EEk � }2X4 YIOOD P05T OR 2-1Wi 1.11E55 OTIERVLSE NOTFD � VARIES �, �DETAILNR6ER � ��K SfEET NR�BER L � LONLREiE BLOLK �- �'E � LONLRETE �j, LENf6�Lllg O STOIE L � MB HO�.iE &� IxRff1E PROOF) �t � 5i� � GAS LItE 5TI9 d ��+r � oir�orui u,r,e�e � �aaeNViw�na � AR e�axinb R �""'E � ROIMD OR DIM£lH2 � FINISH 6RADE MlWD �-�� —�-�� PLYVYXJD � BATf IIEULATION � R1GID IN9.lATION (( ) � � Y1AiER LLOSET ��LJ � 1 � IUBf�FIOVfR II� ) �° LAVATOFtY ❑ � DOUBLE SINK � SINGLE SIKK PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE SAID PLANS AND SPEUFIGATIONS GOMPLY WITH THE APPLIGABLE MINIMUM BUILDIN6 GODES AND THE APPLIGABLE MINIMUM FIRE SAFETY STANDARDS AS DETERMINED IN AGGORDANGE WITH GHAPTERS 553 AND 633, FLOR!DA STATUTES. PROJECT INFORMATION Florida Building Code 2010 Residential PRO.EGT: pPERATION FINALLY HOP'E LCGATION: GLEARWATER FLORIDA .uas�icrioN: �rgu.n5 cou+tt, �ow�n APPLIGABLE GODES: EUILDING 2004- FLORIDA BUILDIN6 GODE: RESiDENTIAL FIRE SAF'fTY 2004- FLORIDA &11LDING GODE / NFPA 101 PLLMBIN6 2004- FLORIDA BUILDIN6 GODE: RESIDENTIAL MEGHANILAL 2004- FLORIDA BUIIDIN6 LODE: RESIDENTIAL FIEGTRILAL IffPA l0 / 2004- RORIDA WILDING GODE: RESivErmu PRGDUGT: SIN6LE FAMILY RE5IDETIGE GL'Ll1PANGY GLASSIFIGATION: (FBG 310) RESIDBlTIAL - FL3 BASIG WIND SPEED(PER R301.2(4)) (RBL)-130 MPH NllND SPEED (WIND BORNE DEBRIS RE610W corisrnucriorv n�: (�ecJ voz- ve ALLOWAHLE HEIGHT t BUILDING AREAS: (FBG Tpble 503) ALLOV�D PROVIDED HEIGHr: mmc. ro. oF feet 40 feet maz. 24 FEET m�. ro. oF storles 3-story mrn. 2-STORY AREA: one s[ay t rtultlstonj/floar I.NLIMITED SEE TABLE BEI.OYv FIRE RE515TANGE RAiIN65: (FBG 7abb 601)-TYPE VB STRUGTI.RAL FRAME — (0) HOURS INGLUDIN6 GOLLMNS, 61RDER5, AND TR1155E5 BEARING WALLS (0) HOURS INTERIOR FXiERIOR — (0) HOURS NON BEARIN6 WALLS AND PARTI710N5 INTERIOR — (0) IIOURS FXifRIOR — WA F! ooa car+srnucna+ o� ir+c�wir+� �nr� BEAMS AND ,1��575 ROOF CqNSTRllGTION u+curoir� �oanr� - o-ro�r BEAMS AND JO�STS FIRE SEPARATION REGIJIREMENTS O-hour GENERAL NOTES SHEETINDEX GENERAL G-1 COVER SHEET, INDEX, PROJECT INFO, AND GENERAL NOTES ARCHITECTURAL A0.1 SLAB PLAN A1.1 MAIN FLOOR PLAN A2.1 UPPER FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS A6.1 BUILDING SECTIONS E7.1 MAIN FLOOR ELECTRICAL PLAN E2.1 UPPER FLOOR ELECTRICAL PLAN AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS On 11x17 paper use % scale Examples: Scale was %"=1' Now %8"=1' Scale was 1"=1' Now %2"=1' I. These docunantz cra the proparty of the o-chltect md zhall rot be copled, dplicatad, altar�ed, modlflad or revised In ay wa� HltFart the axpressed vrltten Cpproval OF the crchlteGt. a. ro d,e best or u,e a�cn¢ects� rm�deaqe u�ese corrwctbn documaots o-e n canronnaice Nrcn rhe req,kemeMs or rhe kunarg c�.rthornles nwtg �urieeetwn over this ty�e of corsWctbn ad ocupawy. 3. It Is the Men[ of the crchltect to Oelheate these docunents as accurate m passble for the puppsg pF cfephw repre5entotbn. Do rot 'zca�e' theze [}ocurents. The dYnereior� slawn a�e ta [ake preceder�ce wer zcalFy the documentz. The yeneral cantracta- zlwll toke full reaporislbillty for oy v�correct vnrk and cry repa'r of sald work as a rewl[ oF xalhg the docunents. 4. All nork performed by the general cantrpctar shpll wrtply mG confam v�Ith local and state WIIdIny code5, ardlnence5 md reyulatiar,, alang wIN qll other athorltle5 hervkiy fi.r�lsdictlon. The gererol cantrxtor Is resparelble to be awo'�e of [hese reQulremen[s mG yovernhy reg�latlar5. 5. The general con7pctar shall thorouyhly revieH md become fcmlllor wlth Mese docunenLs. I.¢an revbw, the general ccntractar sMll daunent md rotlFy the mchltect oF pry errors, anlssbr5, dlureparicles md / or kicoor5lsfencles prbr to the start oF ay portbn oF the prepo�,ed r+ork. The orchltect shall revleN the proposed G carectlais after the recelpt of rotlflcptlon. The Giscovcy oF dlscrepawles md / or confllct5 aFter the skrt of na�k shall be the Full re5ponslblllty of the yeneral cantractar ta repalr or reploce. b. The gener'al canVactar 5hall be resppsble for Me cprectbn oF oy errors. omKSbrr, dlscrepmcles ad / ar Yicarlstsncles rfiKh have rot been traucjR [o the crchltects' at[ention. l. 1}�8 (jClIP.!'O� Gpl�!'dLtOf ShO�� OLLBP� d16 P!'d1115C5 ?a 15, YI 1�5 GNfBM1i S�OiB. 1�18 OWIEf 5f101� O554RIC fl0 f85P0�5bI�IG, fp' �}IE LOldl�l0fl Of �hB BXIS�h(j SI�C� TC� �ItS IC cantents, at rhe !me oF bkfdhg ar thereafter. 8. The general canVactor ehall fleld verlFy all exlstFg eite condRloir,, alony wlth dYnerelpis, prbr to the stmt oF cry Portbn of the Hork All Fhdhys, dlzcrePmcles md concern5 5hall bB brac�t W!he owners' attentlon In rrrltten Fpmot. q, The general contrqctor sholl be reeparelble Far all nork md mqterlols repre�,ented an these dou.+nents Includhy the wark md materlols fi,ml5hed by wKOntractan � �e�. 10. Devlptiar From N¢sg docunent5 N the conSWGtlon Phar,e shall be revbr,eQ by the crchitect ad Ne owner prbr W tha 5tat W work h clue5tbn. Pry devlatip5 Frpn these dOCUme�it5 rvlthout prbr fevlaw, slnll be the w18 re5pa5tNllty Of the ljenerol controctQ. II. IL IS th8 5018 fe5Por6blllty of the C�8rer41 GonUaGtor to dBtermine BrBG[bn PrOCedre, mP.vS od metYpQ- CId 5g(;VEriLe af casWGlbn. i2. rne generai coMracrar is respons�b�e to procuce ew campy Hith m apprwea canswccwn scheau�e acceptab�e ro rr�e ow�er§ expectatw�s. 13. The o�+ner sFwll iurnk,h cry vd pll reports receNed Fran the geoteclnlwl ercjjlneer (soll reports), on the sWdy oF the proposed slte, to fhe achltect, sWcWral engheer crd general cantroctor. In the event the yeotecMlcal reports do rot exlst, the soll condltbn shall be ossumed to be a minhrum deslyn soll pressure stated by the shvctu�al en9lneer of record For the p,rpose of sWctural ebSlgi. General contractor slwll msure the wll condl[bns meet or ezceed thls crlterla. 14. Shop A'��aning revlew md dlstrlWtian, alang wlth prodict sikmlttalz, requezted In the coreWctbn docurents, ehall be the sole respasblllty of tha yenerol cantractor, Mlesz dYected otherwlse uder a sepaate ageement. i5. 7he a'chitect shall rot occept, or revlew my request for zlap Marhy revlew dd l or s[anp wlthwk the revb� md stamo of [he general conG�actor clecrly 5honn on Ihe documents. N e ry $ y � y W w a� y �� Q � � � � � � � M � M � � L � M N �i li p ay� U i i � � c� 3 L � � oV � � � � � � Op0 }� T LL c� � � �� _� � � � O ,� � � 1 BSB DESIGN www.bsbdesign.com 6601 Westown Parkway. Surte 240 W est Des Moines. lowa 50266 515 2�3 3020 JOBNO: P2T130C� PFQINGR: MC ORAYM:PPMC CrEC�(E�'. JG COVER SNEE' _ PLAN A G-1 � Y/ m � A � V � r a� 0 � � � � / � OD . Z �� D 2�_b• 5�_4V4� 2,_�� 12�_�. �R --. g r � o � � w ` - — — F O � • �. . � �, d W O � 3� � °� S �� w � > m � b O � � ��-�� 49'_O" 4��3�4�� 2,_�, 5�_I��• _ � _ ,� � a �O � k i a�, ,� � 5�KK � �W � i i OvEN GAB. ''�,�� VJ � � i � � ii A T ______ 7r _ _ i � I� � � �� ----- � � Ib'-Py�� g,_o. �O-O '�" „� �-0'3/4' � P rn� __ _ _ �X w y A N SLOPE IIH' °� b � � rroor b : rlJVt b�_Q�2 IB'-I" �2� 4,_�• 4�-O• � 24t b °- ,�, b � � p,.:.:: � '_.. _ _ ...,. I '._ ' �_. _ _ — — � ! ..... ', ... . �; �i ;.�., ..... ....:.: �... � i _ ::.-.i- ,. y�_�2� 2�_4. �. ', 5�_3,� i i � ' ,i �,i �,�� . ___. .__.._ L_ ._ �,i ��i i .. ... .. cy DR R V1A R� ; i �i�,. i�.�� ..._ __..._.. . , $ �$ .___. _._.. � o b ° � a, �, " Q LAV � � � LAV ��'.. � m - �+ � , A x b :�.. V .. y A - \ O N �� '- d �'c b � N .� s�o� z' � "W �m ��'� A � m� �� $ P D� A b , O w � ��,. O � l, � � �� J N � . i � 1 � g n� � v � 10'-11V4^ 14'-l�q" b� 2�_b" �r-�'2" �s'-§�'�" a,_o. �;��m�� uQ9'g' =v� � ... ��1 �� E�� . �-��m. �� _ , oNy 3 m$ Operation Finally Home Clearwater, Florida �._b. � � m p O � m � >� °�� o �� " � �� -� � o � � � � �m �� D �� o ��g�g �A�� g� ��g o �pr8�m(� �p�j�fT� Z NT� (1 ��Nf� � AO— �1n�2�~ Z ApA�p�O. �N(-DI Z �� W $y�,CyUN� � ��y �yp�Z'��b Z y �r��n; N�i �O '�N�A ANFFO � �n� O` i��.. � ��N o � m ��g" ��2'� �� a� c �R�� ' �� `��q_ `�� o �� l N y�g Z N ;fTl � ISSUE DATE: 04/26/2013 C P R REVISIONS 5680 W. Cypress Street, Suite A Clearwater, Florida 33607 �n,,. a ,�� "w'�aa , � ��,«= I 0 Q � '�o A-A �.� B-B �.� 35'_O• Main Floor Plan SGALE: I/4'=1'-0' TYPICAL CONSTRUCTION: A. aooF corsrnucnaa: cormosinaa rzo� swrir�es aa u+o�nn�r+r a+ r� sr�nnnr� a+ ROOF FRAMING �MBERS (A5 NOTEO ON FRAMIN6 PLANS), SPRAY FOAM INSULATION u+oEa rzooF sr�nn�ir�. GEILING: GYP".�IM BOARD. BI. VWLL C,0115TRUGTION: FIBER GEF�NT 51DIN6 ON YFATHER BARRIER ON 4 3/4' THIGK SIP PANELS (STPoILNRAL INSULATED PA�L�. INTERIOR: 6YPSUM BOARD BZ. 5701� vENffR WALL CANSTRUGTION: ADIiERED SYNhETIG STONE VENEER OVER 2 LAYERS OF k15 LB. FELT ON SIP PANELS (INSTALLED PER MFR5. SPEGS). INTERIOR: 6YP5UM BOARD. G. TYPIGAL FRAME FLOOR GONSTRIKTION: FINISH FLOORING ON 3/4' TONGUE t GROO�E FLOOR SHEATHIN6 ON FLOOR FRAMING AS NOTED ON STRUGNRAL DRAWIN65. MAIN FLOOR GEILING: 6YP�.AM BOARD. 5ff STRUGTURAL DRl�WINGS. FLOOR PLAN NOTES: D. ALL IRJDIFffN510NED PARTITIONS (�` ) ARE 3 I/2' RqX�Fi IRJLE55 NOiED OTHERW15E. E. ALL EXTERIOR DIMEN510N5 ARE TO FAGE OF 5TUD5 UNLESS OTHERWISE NOTED. F. ALL ANGLED PAR7ITIOKS ARE 45 DEGREES LW.E55 NOTED OTHERW15E. 6. WINDOW 9RPLIER TO VERIFY AT LEAST O�ff WINDOW IN ALL BEDROOMS MEETS ALL EMERGENGY E6RE55 REGtl11REMENiS. H. ALL ELEGTRIGAL AND MEGHANIGAL Kd11PMENT, METER LOGATION5, ETG SHALL BE GONFIRMED BY MEGHANIGAL AND ELEGTRIGAL LONTRALiORS. carrrxncroRS SHr�u cooRVirure wirti �11LDER PRIOR TO RELOGA710N OF EC,�IIPMENT AND MET8L5FOR ApDITIONAL INFORMATION SEE 6EPERAL NpTES ANp DETAILS. FLOOR PLAN KEY NOTES: OT}E FOLLOYUN6 KEl'NOTES � REFERENGE THE SYMOLS A5 SFIa'N ON PLN5: I. LINE OF �FFIT ABOVE. 2. HANDRAIL. 3. HALFYNLL YW WCOD GAP (Sff DETAIL 10/AD.I). 4. HALFVLN.L .34 I/2' AF.F. W/ C,pMTERTOF' PER PLAN (SEE DE7AIL WAD.U. 5. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN POSITIOK 6. SLOPE GARAbE FLOOR 2' TO OVERHEAD 6ARAGE DOOR. l. GARAGE WALLS AND GEILIN6: PROVIDE I-LAYER I/2' GYf.A1M BOARD ON ENTIRE GEILING / INiERIOR 6ARA6E SIDE OF ALL WALLS. 8. 5T01� Y1AIN5LOT. 9. ATTIG AGGE55 (225c30' UNA). 10. 13�'z18�' MEDIGINE GABINET, �60' A.F.F. GENTERLItg 12' FROM STUD VIALL. II. 8'-0' 50FFIT. 12. ARGIiED SOFFIT (5EE INTERIOR ELEVATIONS). 13. SOLID GORE DOOR W SELF GL05ER. 14. LINE OF FLOOR ABOVE AREA SCHEDULE MAIN ROOR I 9 I,QPER FLOOR 432 iOTAL LI I I n 0 �!a N e�g n e ff�� a Z �m: O �Y F � �� ¢ a�� G $g� y �� a � � � � � N M � M � � � � � A �L ay° U i i � � c� 3 L � � oV � � � � � � O O 0 � � � � � � �� = 3 �� _°' ■— U � � e� � � �-� � m. BSB DESIGN www.bsbdeslgn.com 6fi0t Westown PaMway, Sutte 2a0 West Oes MolneS, lawa 50266 515 273 3020 JOBNO: P2T13000 PRQIM1Mafl: MC DMNM: PPIMC CHECI(ED: JG MAIN FLOOR PLAN PLAN A A1.1 � a � �i A-A g-g sD.i r6.i Upper Floor Plan SLALE: I/4'=I'-0' TYPICAL CONSTRUCTION: A. ROOF C,ONS7RUGTION: GOMPOSITION ROOF SHINGLES ON IkIDERLAYt£M �l ROOF SHEATHING ON RDOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS), SPRAY FOAM I�LI.LATION UNDER RCOF SfiEATHIN6. GEILING� GYPSIRt 60ARD. &. �A1L LON�TW!GTION: FIBER LEFIENT SIDING ON Y€ATFER BARRIER ON 4 3/4' THIGK SIP PAIffLS (STRUG7U2A1 INSULATED PAI�LS). INTERIOR: 6YPSUM BOARD B2 iQNE VENffR Y1ALL GONS7RUG710N: ADFiERED SYNTiETIG STONE VENEER OVER 2 LAYERS OF �IS LB. FF1T ON SIP PA1gL5 (INSTALLED PER MFR5. SPEGS). IN7ERIOR: 6YP5UM BOARD. G. 7YPIGAL FRAME FLOOR CONSTRUG710N: FINISFI ROORIN6 ON 3/4' TONGUE 6 �rzoove FtooR sr�r+n�u� ow F�ooR FRAMIN6 AS NATED ON STRUGTURAL DRAYVINGS. MAM FLOOR GEILING: 6YP51R4 BOARD. Sff STRUGTURAL DRAWMGS. FLOOR PLAN NOTES: D. ALL UNDIF€NSIO�D PARTITIONS (¢'�`) ARE 3 I/2' ROU�iH UJLE55 NOTED OTHERWISE. E. ALL EXTERIOR DIMENSIONS ARE TO FALE OF S1UD5 UNLC55 OTHERWISE NO7ED. F. ry� r�� Pnrzrmors ,ar� as �ES u+�ss rro� o�r�RwisE. 6. WIIIDOW SU'R_IER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDRCOM� F1EET5 ALL EMER6ENGY EGRE55 REQUIREMENTS. H. ALL ELEGTRIGAL AND MEGHANIGAL Hi11PMENT, FETH2 LOGATIONS, ETG SHALL BE CANFIRMED BY MEGHANIGAL AND ELEG7RIGA1 LONTRALTORS. coMrzncro25 5Na1� coorzvnwre v�ini BUILDER PRIOR t0 RELOGATION OF E(d11PMENT AI� METERS.FOR ADpIT10NAL RFORMA7IGN Sff 6ENERAL NOTES ANp DETAILS. FLOOR PLAN KEY NOTES: OTHE FOLLOWING KEYNOTES • REFERENGE iF� SYMOLS AS SFIOVN ON PLPJiS: I. Llt� OF :#FIT ABOVE. 2. HANDRAIL. 3. HALFWALL W/ WOOD GAP (SEE DETAIL 10/AD.I). 4. HALFWALL �34 I/2' AF.F. VU GOUNTERTOP PER PLAN (5EE DE7AIL 9/AD.I). 5. LII� OF OVERFEAD GARAE�E DOOR IN OP@l POSITION. 6. SLOPE 6ARAbE FLOOR 2" TO OVERHEAD 6ARAGE DOOR. l. 6ARK�E WALLS A1E7 GEILING: PROJIDE I-LAYER I/�' GYP5lM BOARD ON ENTIRE GEILING d INTERIOR GARAGE SIDE OF ALL WALLS. 8. STOIg WAIN5G07. 9. ATTIG ALGE55 (22'z30' U.N.0). 10. 13�'xIB�' FEDIG� GABIPET, .60' AFF. GENTERLII� 12' FROM 57UD WALL. n. e'o° 5o�ir. 12. ARC.HED SOFFIT (SEE INTERIOR ELEVATIONS). 13. SOLID LORE D002 YW SELF GLOSER. 14. LI�`ff OF FLOOR ABOVE AREA SCHEDULE FWIN FLOOR I 9 UPPH2 FLOOR 432 TOTP.L L I,B31 d z O y W W a¢ c 7 N a d � � 0 N � � � M d � � � � ^ �L V/ Q ay� U i � a }. c� 3 L � � � U � � u�i � � � O O � ;� T LL � i � �� = 3 �� a O = a� ■� U � � ��;<�� BSB DESIGN www.bsbdesign.com 6601 Wes�own Parkway. Sui�e 240 West Des Molnes. lawa 50266 515 p73 3020 JOBNO: P2T130pp PqpJMGfl: MC DMYM: PP/AIC CHECKED: JG UPPER FLOOR pLAN PLAN A A2.1 �---; - �---� � � ---t N ----� ------ ----1 � �---__----J I I � � I � � � � � �� i I �� ______________________� I yq I I � s:iz I� �___. I ��Q � � I � � I � � I I � �___1_ ( � � � � � � � � �� I m� I � � � ( � � � � L - - _ - J Y 5:12 L` �.2 . 3 . � AD. �Q I I x�l ---_ __-� y�'° I 3 TYP. � D. I � �+ I b I N I .6 ui I � I I �ttP. I i _-_-J L �CJ � Roof Plan SGALE: I/8'=1'-O' � � .� 12 b� Front Elevation SGALE I/4'=1'-0' 12 3� 12 �6 UPPER PL1 TE �... _.. _. � ... __. � x . - _ _ . _ .... x32 o O ..... _- ._- __ .._ t31 O 3 � .�. . �_�. .. _. D3 .... _.. ....._ _. __ r `� _ ; ._ ..... ....... __ ___ ....._ ___ - _ "__" '_'- '_ _ - _ _. .. _. .._. . ._ ._. ._. ._.. .._ _ .__. . ___ _____ FL002 -______. .._ -_ . _' __"_.....-'-_ .--4__ - - _ - - .._.. .... _ ........ _._ ..__._. ...D.3.. ._..._ ...__-._.__. - ______ - ._.__. __._. TE __- . .__ .__._ _. .. -__ . _��_ _ _ � � _ � -_-- - �� '�w _ x31 ... _.. ❑ . _ _ .. .._ _.. ._. .__ ._ . i - ._ ... _ -. _ _ _... ... _ ... .... - - "_ _ __ ' ' O O _ .._ __- ___ _._ o � __ ... . _ __ _. _ .- -- __. ___ _ ____-___ _ m o - .- � �- -_ .. _.. �. .�_ . .�_ _ � MAM FLOOR Right Elevation SGALE: I/4'=1'-0' TYPICAL CONSTRUCTION: n. rzooF coNSlw.enori: CAMP051TION ROOF 5HIN6LE5 ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMIN6 MEMBERS (AS NOTED ON FRAMIN6 PLANS), SPRAY FOAM INSULATION u+o� � sr�nnnr�. GEILING: 6YP51F1 BOARD. a. rwu corrsrnucnorr: FIBER GEFffNT 51DIN6 ON YEATHER BARRIER ON 4 3/4' THIGK SIP PArffLS (STRllLiUZAL INSIRATED PAPg.L5/. 111�ERIOR: 6YP51,M BOARD B2. STO� VENffR WALL GONSTRUGTION: ADHERED SYNTFETIG STONE VENEER OVER 2 LAYERS OF %15 LB. FELT ON 51P PANELS (INSTALLED PER HFR5. SPEGSJ. INTERIOR: GYPSUM BOARD. G. TYPIGAL FRAME FLOOR LON5TR11GTION: FINISH FLOORING ON 3/4' TONGUE 6 GRL�OVE FLOOR SF�ATHING ON FLOOR FRAMIN6 AS NO7ED ON STRUGTURAL DRAWINGS. MAIN FLOOR GEILIN6: GYP51M BOARD. 5ff STRUGNRAL oRawir�s. ELEVATION NOTES: D. GRAOE GONDITIONS MAY VARY FOR INDMDUAL 51TE FROM THAT SF10{M!. BUILDER SHALL VERIFY AND LOORDINATE PER ALTUAL SITE CANDITIONS. E. PROVIDE RCOF AND SOFFIT VENTS AS SPEGIFIED BY p11LDER TO MEET ATTIG VENTILATION REG7UIRED BY GODE. F. PROJIDE GIJRERS AND COVfL�POUTS AS SPEGIFIED B1' WILDER. COVd5Pq1T rWD 5RA5H LOGATIONS SHALL BE DETERMIlED BY LONTRAGTOR (AND AFPROVED BY p11LDEW 50 A5 70 PROVIDE POSITIVE ROOF AND SITE DRAIINGE. ELEVATION KEY NOTES: On� Fawwir+6 r.�,mo�s ReFEr�rrce iHE SYHOLS AS SFIOYN ON PLANS: i. GEt�NT PLAS7ER FINISH OVER GMU PER STRllGNRAl. z. rior usev. 3. LAP 51DING Y EXPOSURE. 4. VERTIGAL SIDIN6. 5. SFIINGLE SIDING. b. 5T01€ VENEER. �. STODE GAP. B. GOMPOSITION 5HIN6LK. 9. METAL ROOF. 10. 17' PRE FINI:MED BOARD 8 BAT"fEN 5FUT7EFZ5. II. 18" PRE FINISHED 80ARD E BATiEN 541UTTERS. 12. IH" PRE FINISHED RAISED PANEL SNJrTERS. 13. I I/2' PRO.EGTED BASE BAND WITH BEVSED TOP ED6E AND GEPgNi PLASTER FINISN. 14. 4'x3/4" PRO,EGTED TRIM WITH SMOOTH GEMENi RASTER FlNISH. I5. 6"z3/4' PRO.EGTED TRIM WITH SMOOTH GEMENi PLASTER FlNISH. I6. B'x3/4' PRO.EGTED TRIM WI7H SMCOTH PLASTER FINISH. I�. 6'x3/4' PRO.EGTED TRIM OVER 145c3/4' PRO.EGTEU TRIM WITH SPYJOTH ftASTER FINISH. 18. B'z3/4' PRO.KTED FRIFZE TRIM WITH SMOOTH FINISFI. w. e•xr Rzo.�c�o Kersror� r�rH swoon{ FINISH. zo. io•■r arzo.EC�o r.Ersror� �vini SFIOOiN FINISFI. 21. I6'zl6'x2' PRO.EGTED QUOINS WITH SFIOOTH FINISFI. 22. DEC,ORATIVE PRE FINISHED FOAM BRPGKE75 5EE DE7AIL 2/AD3. 23. �ELORA71vE PRE FINI51ffD FOAM &2PLKETS 5� DETAIL 3/AD3. 24. FOAM LORNIGE BRALKET MUTH GEMENT PLASTER FINISFI SEE DETAIL 7/AD3. 25. YROUGHT IRON OVER 24k24' GEMENT PLASTER REGE55 (-I i/2'). 26. VROUGH7 IRON OVER H'x24' GEMENT PLASTER REGE55 (-I I/2"). 2"I. YROUGViT IRON OVER B'x24' HALFROIRllJ GEMENT PLASTER REGE55 ('I 1/2'). 2B. DELORATIVE FINIAL. 29. 5/4xb FRIEZE TRIM. 30. Ixb 1RIM. 31. 5/4z4 TRIM. 32. 5/4xb 1RIM. 33. 5/4x8 TRIM. 34. 5/4x10 TRIM. 35. 2x3 TRIM. 36. DEGORATIVE VENT TILE. 3'I. OELORATIVE 6A8LE LOUVER. 30. 18'x30' DEGORATIVE LqNER 39. 24" DIA. DECARATIVE MEDALLION. 40. BRAGKET 5EE DETAIL 2/AD.2. 41. b'x3/4' PRO.EGiED FRIEZE TRIM WITH SMOOTH FINIShi. 42. 4' BU1N0''.�E OVER b'z3/4' PRO.EGTED rnin wirH swoon{ FiNisri. 43. GAP OVER STULC.O BASE (+2'). aa. a•xsia� a�o.ctreo r-w� rnin win� SMOOTH FINISFI. M H N a o Z 0 � W � Q� C � N Q *= n � � N M � M � � � � f1� � �ii Ii Q a N� � � � c� 3 L � � oU � � � � � � � .O Q O � � � � L � �� = 3 � � � O � � ■� U � � �:�,�v BSB DESIGN www.bsbdesign.com fi601 Weslaxn Parkway, Suite 240 Wes� Des MOines, lowa 50266 515 273 3020 JOB N0: P2T1300p PFQI MGR: MC OMWN: PP/MC CHECKED: JO EXIERIOR aEVATIONS t ROOF PLAN PLAN A A3.1 •3 Rear Elevation SGALE: I/4'=1'-0` � �_�_1_l - �\ '- . ... ... . . __. . ..._ .._... ._.... ... . .. _._ ___ .. ___. _..... .__.___. . _- __.__ __ ... ., 12 ._... .... '_ _ _'_ 3_" " - -_"_"__ -_ __-' - - . ____ ._..._ ......_ 35� _- - - - __._- . _ . _- _ ..__...... , . ...._.._... . .. _._ __. _ _____-_. ........_ . D9 __ .._____.... ..___ - __.....___ ..... ..... .... ._._ _- _- __ -. : ""_ '__ "'__ -_ ___ _... _. _. .... _.... .__ _.___ ._. .._ ..._ _.. .__ _._ . �>.. ,.J.t. .,-. �..:,s. _ _. _; ._ _ .. ._ _ . ._.. .. ... ... .. .. .. .. . .._. . � '�' � _ ,�1��. � __ - . .__ .. ... ..__ ._._ � � ..__. � � � . �31 _ _ -_ _ 3 - -- - - AD.I -- ...... � _ _L__ . _... ..___ ..... ..._. .... •31 - 5 3 Left Elevation SGALE: I/4'=1'-0' � _ � � � _ v �a _ „6 UPPER PLATE � I,PPER FLOOR MAIN PLATE O MAIN FLOOR TYPICAL CONSTRUCTION: n, rzooF corstwcnoN: cor�osmor+ a� swrr�es a+ u+v�wArr�rt a+ RooF s�nn{ir� orv RooF �anr+ir� r�r+eERS (ns rro� a+ FRAMIN6 PLANS), SPRAY FOAM INSULA710N UNDER ROOF SHEATHIN6. GEILIN6: GYPSUM BOARD. BI. WALL LONSTRIILTION: FIBER GEMEM SIDING ON YEATFiER BARRI� ON 4 3/4' TNIGK SIP PAI�LS (STfd1GTURAL INSULATED PA�15). MTERIOR: GYPSUM BOARD B2. 5T0� VEN�R VWLL LONSTRUGTION: ADHERED SYNT}�TIG 5T0� VENCER OvER 2 LAYERS OF �IS LB. FELT ON SIP PANELS (INS7ALLED PER MFR5. SPEG51. IMERIOR: 6YPSUM BOA2D. G. TYPIGAL PRAME FLOOR GONSTRUGTION: FIN15H FLOORING ON 3/4' TONGUE d 6ROOVE FLOOR SFIEATHIN6 ON FLOOR FRAMING AS NOTED ON STRULTI,RAL DRAWINGS. MAIN FLOOR LEILING: GYP'91M BOARD. 5EE STRUGNRAL DRAWINGS. ELEVATION NOTES: D. GRADE GONDITIONS MAY VARY FOR INDIVIDUAL 511E FROM 7HAT SFIOWJ. BUILDER SHALL VERIFY AI� GOORDINATE PER ALTUAL 51TE CArIDITIONS. E. PROVIDE RCOF AND SOFFIT VEN(5 AS SPEGIFIEP Bl' E1ILDER TO MEET ATfIG VENTILATION REpUIRED BY GODE. F. PROVIDE Glfl"TERS AND DOYALSPOUTS AS SPEGFIED BY �11LDER. DOYB�'OUT AND � Aw LOGATIONS SNALL BE DETERMIIffD BY CAN7RPLTOR (AND APPROVED BY BUILDEW 50 AS TO PROVIDE POSITIVE ROOF MID 51TE DRAINACE. ELEVATION KEY NOTES: On+e Fa�owir+� KErr+o�s rzEFErzEr+ce T}iE 5YM015 AS SHOYN ON PLANS: I. GEt�NT PLASTER FINISN OVER GMU PER STWIGTURAL. 2. NOT USED. 3. 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FOAM GORNIGE BRAGKET WI7H GEMENT PLASTER FINISH SEE DETAIL 7/AD3. 25. VRpK-MT IRON OVER 24k24' GEMENT PLASTER REGE55 (-I I/2"). 26. VR0.UHi IRON OVER 8'x24' GEMENT PLASTER REGE55 (-I I!2"). 2'1. YROIX�IIT IRON OVER 8'x24' HALFROUIJD GEMENT PLASTER REGE55 ('I I/2'). 28. �ELORATIVE FINIAL. 29. 5/4x6 FRIEZE TRIM. 30. Ixb TRIM. 31. 5/4x4 TRIM. 32. 5/4xb 1RIM. 33. 5/4z8 TRIM. 34. 5/4x10 TRIM. 35. 2x3 TRIM. 36. DELORATIVE VENT TILE. 3�. �ELORATIVE 6AHLE LpNER. 3B. 18"x30' DECARAiIVE LOUVER 39. 24' DIA. DELORATIVE MEDALLION. 40. BRAGKE7 SEE DETAIL 2/AD.2. 41. 6"x3/4' PRO.EGIED FRIEZE TRIM WITH SM001H FINISH. 42. 4" BI,LLNO�.�E OVER 6'x3/4' R20JEGTED TRIM WITH � WiH FINISH. 43. 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APPLY 5FEA11NN6 TO Y4Wl FRAMIN6 A5 5110MI ON STRUGiLR% DRAHNCfi 2. ATfAGH 9' WIDE SILL SaF-ADFIERIN6 fd1BBERIZFD RA5HIN6 van� rr� roa � e�x wm n� raP � oF ne s�u. FlASHIN6 TO EX1EM7 12' BEl'OID EALH .NMB MINIMJM. AiTPLN WTH 6ALVANIZED ROOFM6 WJLS TO iFE TOF' EDGE ONLY �'" �nwr� eorron i.00sE co r+o Ra�wF encKi�. a 3. MPLY 9' SaF-ADFERIN6 fd1BEHtIZED ASPHALT FLA5HIN6 TAPE TO EPLH ,WMB. START AT hE BOTTOM OF 11E SILL �-�^ 3 RASHIN6 A1iJ EXiBID b' ABOVE YUIIDOYI kEAD. 4. APPLY 9' S9_f-ADFERIN6 Po1BB6212ED ASPFULT RASHM6 3 TAPE OvER FLANGE AT FEAD. EXiETm I�' BEYOND EALN .W�. 5. SET iFE W�IIDOW AS PER TfIE YUNWW hWN,�AL� F�GOM�E}OATI0�5. 6. APPLY b' SELF-ADHEWN6 I�,�ERIZED FSPNALT FLASHING � TAPE OVER FLAN6E AT 51LL. EXIEND 70 END OF 51LL FLASHIN6. 7. APPLY 6' S�F-ADlHtING fd1BBHtIZED ASPFW.T FLASHINS TAPE OVER FLAN6E AT .14MB5. START 6' BaON SILL P1D 3 EXiBO W TO 6' ABQVE HINDON FLAN6E A7 fEAD. g 8. 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PR.OJIDE SEALANT END DAMS AT nE @O DAFS AT TFIE E1�5 � OF hE '2' RASHING TO SLOPE PYWY FROM B111DIN6 � AL50 TO DOOR/ WIIDIXI DETAILS. � WAIERPROOFM6 SPELIFILATI015: 61HLDIN6 PMER - l�SPI1ALT 5A1UftAtED KRAFT PAP� hffTlNb iFE FOLLOWMS f�Q11F�FM5: F�DERAL SPEGIHGATbN UF&190A 6RAOE D ASTM E-Ib ll. 77PE I WAllJ DOOR/ ROOF METAL PLA5HIN6 - 26 GPl1GE 6ALVANIZED PAIH� 6RIP STffL. CAO GALVANIZING NTH MIN. 125 OZfA. FT. COATING 6ALVANIZED '2' FLASHIMi - 26 6N.5E GALVANIZED 51ffL 690 GALVAlUZIN6 WTH MIN. 1525 OZ/r.�Cl. FT. CAATIN6 THfdl Y1ALL PLASHING TO BE POLYEIHYLB�E FLA5HIN6 OSB RtIM1ER - Ap1AiEGH BY FORTIFIBFR OR APPROVED El,11AL - PRIP$ ALL SURFALES PRIOR TO APPLYING YllNDOW VRAP OR � 6' 6 9' SELF ADFH21N6 RL98EWffD A5PIIALT FLA5HIN6 TAPE - IWIIIDOY� YRAP) MIN. Y MIL iHK.K1Efi I�TIN5IFE Fq10YtlNi RE{,ti11REF8li5. 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PLAN PRE-ETYINEERED WOOD TRU55E5 5ff STRllGTU2AL AND TRU�.f DRP.WIIJ65 FOR SPP�GINC> AND LOWJELTION DETAILS BPLK DAM a � z MAIN PLATE _ _ SEE EAVE DETAILS FOR ADDITIONAL INFORMA710N BI 2 2 Story Wall Section � 1 Story Wall Section SGALE: 3/4' = I'-O' SGALE: 3/4' = I'-O' i � SIDING � SEE ELEVATIO� � VgATHER BARRIER �' SEAL AT ALL OPENINGS FINISH GRADE NAIN FLOOR PAMT EXf'OSED LONLRETE TO MATGH WALL �JJRFAGE LONGRETE f0'JNDATION - SEE S7RULTkLAL DRAWIN65 BY OTHERS � N �a d y O W � Q ¢ W N Q � � •� � N M �: M d � d � /1r N �i li Q ay� U i L i�. � c� 3 L � � oV � � u�i r/ � � � � .OQO � � � � �� O ,� � � kiy ��€ e"be �o„ �mc � D�? �€3 a �a, Y� M�� #.o � �� BSB DEf16N www.bsbdesign.com 6601 Wes�own Parkway, Sui[e 240 West Des Moines. lowa 50266 515 273 3020 JOBNp: P2T1�Op0 PROJMGR: MC ORAWN: PP GXEGKEO: JG DETAILS PLAN A AD.1 e 6X12 WOOD �IPPORT BEAM SEE STRUGTURAL W�OD SUPPORT �PGKET 5EE STRUGTURAL 7 Covered Porch SGALE: I' = I'4' 6 Eave scn�e: i in.=r-o• ED6E � BOA2D :ING aEVATIONS A fE A � LOOK OUfS .. DRIP ED6E 2GE RAF7ER FAGIA BOARD BLOGKING GEMENTITIOUS SOFFlT Ix FRIEZE BOARD - SEE ELEVATIONS GENIE#1TI710U5 SIDING 6ABLE END iTd15' OR FRAMIN6 DROP I 1/2" FOR 2x4 LOOK OU75 ei, Bz Rake 5 x�: � ��•-��-o• Valle Flashing 4 x,�: � ��. _ ,,-0. �� ALL FLA�FIIN6 SNALL HAVE MINIFUM 4' LAP IN DIREGTION OF DOWIWP,RD SLOPE. YEAVE UNDERLAYMENT AT ALL VALLEI' CANDITIONS LORR0510N RESIS7ANT, 26 6A. METAL VALLEY FLASHING - SEGURE PER NRGA REGOMFENDATIONS SECTION Bracket 2 SGALE: I' = I'-0' SEi SHINGLE EDGE GOURSES ' IN TWO GONTINI!qY MASTIG BEADSTYPIGAL PRE-ENGItffERED W�OD PANEL BOARD TW155E5 - Sff STRUGTURAI AND TRU55 DRAWIN� FOR SPAGIN6 AND GOIV�GTION 2v4 FRAMIN6- DETAILS NOTE: ALL ROOFING MATERIAL (PER ELEVATIOW SHALL 8E INSTALLED PER MA�LFAGIURERS INSTALLATION IN5IRUGTION. VERIFY ROOF SFEATHING WITH STRUGTURAL DRAWIN65 LOMPOSITION SHINGLE RID6E GAP-INSTALL PER MANIFAL7URER5 I ILSTALLATION INSTRIIGTIONS RID6E GAP SYSTEM SET IN RCOF MASTIG PER MANIFAG77A2ER5 115TALLATION INSTRUGTI0115 P057 BASE (SEE srnucn�u DRAWINCS) bxb OUTLOOKE rv/ TAPERED EI 4xb 5TW I� VE2TILAL BAGK TRIM BOARD ELEVATION Sff EAVE DETAILS FOR ADD�T��NAL INFORMf�TION MAIN PLATE IX2-1/2' 7RIM EXTER�OR SHEAnnrrv PAI�L BOARD Ix4 OVER IXb GOLUMN GAP TRIM ,`iF1COTH FIBER GEMENT BOARD CALUMN FAGING 2X CqU1MN FRAMIN6 Ix4 OVER IX6 GOLUNM BASE TRIM EXTERIOR SHEAniir+e FLASHIN6 OVER SLOPED 5T0� GAP SiRUG71,RAL POST (SEE STRULNF2AL DRAWINGS) : � SiONE VENEER o � v � EXIERIOR sr�,arwr� 2x4 5ND5 i �— �-er+�ir�aev v�ov ;� �s - s� shwcmm�� nm L �wv rnuss vw�wirrs r-oa �� SPAGING AND CONNEGTION MAIN FLOOR DETAILS TREATED 2x4 N9�: ALL ROOFING MATERIAL la�a aevAnorU sFw�� ee i�-0�� r-0. 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UNIT-REFER 70 MkN1FAGTURERS RE(d11REM1ENr5 FOR ADDITIONAL @LSTALLATION AND ATTAGHMENTS — IMEPIOR 6YP51.M WALLBOARD ON 51P WALL SELF ADHERING, SELF F6111NG NW.TERPROOF MEPIBRANE SHIM SPAGE PER MAWFAGP.RERS' REGOFMENDATIONS GNRKING-TfPIGAL NOTE: DOOR TO BE FASTE�D TO STRUGTLRE PER DOOR MAWFAGNRERS INSTALLA710N REQUIREMENTS At� REGOMMENDATIONS ,,, SLIDING GLASS DOOR HEAD �� SGALE: 3'=I'-0' 0200� BSB DESIGN, ING. FILE: DOOR°GD_I_I_Ol EXTEHIOH F�RERIOR GRADE SEALANT SEE EXiERIOR ELEVATIONS / FOR TRIM AND SIDING � EJCTERIOR 6RADE �iEALANi OVE2 BAGKER MATERIAL �� S.GD. UIIT-REFER TO MP.NFALTURERS REGti11REMEMS F02 ADDITIONAL INSTALLATION AND Ai7AGFM1ENT5 E%TERIOR NTI ERIOq E)(7ERIOFi NTI EpIOR EXTERIOR SEE EXTERIOR ELEVATIONS� SEE EXTERIOR ELEVATIONS `� EXTERIOR ELEVATIONS � FOR SIDING FOR SIDING LpRRp510N RE515TANT 51DING / CARR0510N RESISiANT ME�P�L ME�D RA`'HINC' CARROSION RESISTANT METAL HEAD -� METAL FIFAD FLASHING WITH Y&APPED ENDS _ FLASHING WITH VRAPPED ENDS t, WITH Y92p.ppED ENDS � ISOMETNIC OF �f`� TTZIM-SEE ELEVATIONS TYP ( FIE�1D TRIM-5EE ELEVATION5,IYP ��' HEAD FLASHING b' WIDE, SELF ADF�RIN6, i HEAD 7RIM-SEE ELEVATIONS, TYP. � 6' NllDE, SELF ADHERING, '�� r SELF NEALIN6 WATERPRCOF _ ��. SELF HEALING WATERPROOF GYP�1M WALLBOARD F�T�RA� UNpER 2 LAYRS MEMBRANE UNDER 2 LAYERS � ! SHIM SPAGE PER ��11LDING PAPER - J�� iJ 2X6 DOOR OPENER SUPPORT-INSTALL PER �, j'__ OF BUILDING PAPER' _: lJ MANIFALTURERS' TAPE/SEAL LORNERS ; �( MAN,fAGT1,RER5 REGOMME�`IDATIOKS /� iA1'E�5EPL GORIgRS f(.. /( �' RELOFTIENDATIONS 4' WIDE, 59.F ADHERIN6, � i �'\ GORROSION RE515TAN� i SELF HEALIN6 HATERPRDOF E r � � 1 6' SELF ADHERING,SELF — METAL F�AD FLASFIING MEMBRANE UJDER I LAYER I � \ ,/ WITH YRAPPED F1IIK � � ��A� T��F OF BUILDING PAPER - .':•-,•r c-<F. : .-%"� BRIGK MOLDIN6 - . � ., TAPEY.�EAL GORtgRS j; TfPIGAL 3 SIDES i LORROSION RE515TANT � INTERIOR GA51NG hgTAL HEAD FLASHIN6 . /;, EXIERIOR GRADE t SELEGTED BY OVA�R NllTH W2APPED ENDS I /�� SEALANT - R210R TO } �� OU(ShUNG DOOR EMERIOR GRADE SEALANT � � � BRIGK MOLDING € ' A55EFBLY-RLSTALL .. /-,- INSTALLATION i� PER MMLFAGTUREKZ OVER BAGKER MATERIAL .,.. �,; i I:; 1157W1GTIONS NOTE:WINDOW ASSEMBLY TO BE TRIM PER MAWIFAGNRER � � i,; EXIERIOR 6RADE SEALMR � � FASTE1gD TO STRUGNRE PER WINDOW .. �. �; :. OVER BAGKER MATERIAL NOTE: DOOR ASSEh1BLY TO BE MANIFPGTURERS INSTALLAiION OvERHEAD GARA6E DOOR-INSTALL PER (;; FlSTENED TO STRIIGTIME PER REQUIREMENTS AND MAIJ�AGNRERS INSTALLATION NOTE: 1�15TALL 6ARA6E DOOR AY-�EMBLY DOOR MANIFAGTURERS RELOMMENDATIONS INSTRKT10N5 PER MANIFAGNFZERS REC.OMF�NDATIONS I (:; INSTAIJ.ATION REQUIREt�NTS AND RECqMMENDATIONS SIDING/OUTSWING DOOR OVERHEAD GARAGE DOOR HEAD HEAD AT WOOD STUD WALL HEAD AT FRAME WALL 9 x,�E: 3�=��-0• 6 SGALE: 3'=I'-0' �c 2001 85B DESI6N, ING FILE: DOORYF_F_3J_OI � SLN.E: 3'=1b' IMEHIOH EXTEPpR HORIZONTAL 51DING EXTERIOR GkADE SFALAN7 — 6YPSUM VlALLBOARD TRIM-SEE EXiERIOR ELEVATIONS ON 51P WALL — SELF ADHERING, SELF �p�i� �� ,�� P.T. 2X6 DOOR OPENER �� „UPPORT-INSTALL PER MMLFAGTLRERS SHIM SPAGE PER REGOFMEPIDATIO� MAN,FAGTUF2ER5' aer,orr�rroAna+s RETURN GYP BOARD A7 WI�OH IX JAMB TRIM — GAULKING-TYPIGAL NOTE: DOpR 70 BE FASTEtffD TO STRULTURE PER DOOR MAN�ALi1,RER5 INSTALLATION REQUIREMEN75 AND RELOMMETmATIONS DOOR � � SLIDING GLASS DOOR JAMB SGALE: 3•,��-O• 5.6D. UJIT-REFER 70 MHM1Fl�L1URER5 REib11REMEN�S FOR ADDITIONAL INSTALLATION A1m ATTAGHMENTS S.GD. TRAGK REGESSED 3/4' BELOW FINISH FLOOR ,41m SET ON MASTIG BED I MINIM,M 8' WIDE, SELF GROU7 FILL LEVEL ADHERING, SELF HEALING WITH FINISH FLDOR Vu TERPROOF P1ET-IBRANE I SILL DAM-R415E SIDES - MINIMR16' LP JAF85 �� i EXTERIOR C.ONGRETE � EXTERIOR GRADE SEALANT OVER BAGKER MATERIAL � 6�� NOTE: DOOR TO BE FASTE�D TO STW,�TURE PER DOOR MAWFALIURERS INSTALLATION REpUIREMENTS AND REGOMMENDA710N5 DOOR . �� SLIDING GLASS DOOR SILL SGALE: 3'=1'4' TRIM PER nAr�.Fncn�R OVERHEAD 6ARA6E DOOR-INSTALL PER MAN,FAGiLRERS It157ALLA710N INSTRUGTIONS TLN EqlOq I:y I HORIZONTAL LAP SIDIN6 INSTALL PER MAWFAGIURE SPEGFIGATIONS 4' WIDE, SELF ADHERIN6, SELF HEALING Y�IATERPROOF MEMBRArE OVER FLOOR LINE .101NT � �-0'__—_—_—_ FINISH FLOOR PAIN7 EXP(nED CANGRE7E � TO MATGH WALL SURFAGE LONGRETE FOUiDATION-Sff � STRUGTU2N. DRAhIINGS BY � on'�s U l�U ASSUMED FINISIiED GRADE �� ' NOTE: INSTAI.L GARAGE DOOR A55EMBLY . , PER MAN�AGTI.F2ER5 REGOMMENDATIONS ' � , 8 OVERHEAD GARAGE DOOR JAMB 5 WALL AT SLAB SGALE: 3"=P-O' SGALE: 3'=1'-0' EXTERpR OVERt�AD 6ARPf�E DOOR TRAGK AND ROLLERS-1115TALL PER MAILFAGTIA2ER5 INSTALLATION INSTRUGTIONS— d�ERHEAD 6ARPGE DOOR-INSTALL PER MAI4FAGiURERS INSTALLATION IN57W1GTIONS TRIM PER MAM,fAGi1,FtER FINISFiED WALL BEYOND — PRQVIDE 12"H X 3/4"d GONT.'RAM LUT" O EDGE — OF GONG. SLAB W/ I/4' ��TO�� GONG. DRIVEWAY-BY OTHERS DOOR SEAL PER MAN/FAG111RER — INfEHIOfl EXTEHIOH OUrSWING DOOR ASSEMBLY - INSTALL PER MANIFAGTIF2ER5 INSTRUGTIONS � %;" b' WIDE SELF ADHERIN6, SELF HEALING WATERPROOF MEMBRAt� SILL DAM - ;�,-;; GONTINIE 6" MIN. 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FOR FOU�IDATION 51ZE ' �� A� 1YPE 5EE STRUGM2AL DRAWINGS NpTE;pppR A55EMBLY TO BE FASTErED TO NOTE: INSTALL GARAGE DOOR ASSEMBLY FOR Fq1NDATION INFORMATION PER MAWIFAGTURERS RECOMMENDATIONS AND DETAILS STRUGIURE PER DOOR MAWJFAGTURERS I�TALLATION REp11REME1JT5 AND DOOR SIDING/OUTSWING DOOR ��An� 7 OVERHEAD GARAGE DOOR RAIN CUT 4 THRESHOLD-LOW PROFILE SGALE: 3'=1'-0' SGALE: 3'=1'-0' SEE EXTERIOR — �EVATIONS FOR TRIM C.ONDItIOrY'i, iYP. :o NOTE:WINDOW A55EMBLY TO BE FASTENED TO STRUGTIRE PER WINDOW MAWJFAGILRERS INSTALLATION REqUIREMENTS A�ID REGOMMENDATIRlS � SILL AT FRAME WALL SGALE: 3•=��-0• INTERIOfl 6YP�1M WAI.LBOARD ON 51P WN_I_ b' WIDE, SELF ADHERIN6, SELF NEALING ViP.TERPROOF MEMBRAI�E SHIM SPAGE PER MAWIFAGTUF2ER5' REGOMMENDATIONS WOOD JAMB GAllLKING-ttPIGAL WINbOW ASSEMBLY INSTALLED WITH CONTIN10U5 SEALANT BEAD AT FLANC�E P210R TO INSTALLATION I TN ERiOq 6YP��I,M WALLBOARD SHIM SPAGE FER MAPB.fi1GTURERS' REGOMMENDATIONS WOOD JAMB AND GASIN6 GAl1LKIN6-TYPIGAL WINDOW ASSEMBLY nsru�v win� corrriwous sEn�nNr BEAD Ai FLANGE PRIOR TO IrLSTALI_ATION INTERIOR HINDOW A55EMBLY INSTALLED WITH CONTIN10Ur SEALANT BEAD A7 FLANGE PRIOR TO INSTALLATION GPllLKING-TYPIGAL STOOL A� TRIM ttPE PER SiANDARD SPEGS. 6YP5UM YtAI.LBOARD � " o �jy N V g N g�9 g i 5ma q �1 F w §59 c ¢ $�a N ��Z Q � � •'_^ � V/ � M �M c� �� ay� U � L � � c� 3 L / � oV � � u�i � � � O O •� �/ � � � Y � �� = 3 � /!� L �V � O � � ■— U � � ��°�� BSB DESIGN www.bsbdesign.com 6601 Westown Parkway. 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