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Oceanwalk Drive South 209 RELATED •,NOTES ' IN R�- - - • :1�.. REFER TO BOUNDARY: SURVEY SY.H. A, DURDEN & ASSOCIATES,,INC:, DATED .JULY, •29, •1992: ATLANTIC DATED JUL 9 FLORIDA 1( 2 , 19 -2,. REFER, TO�TREE SURVEY BY H,- A, DURDEN:& ASSOCIATES, INC., 92. 3. REFER TO LANDSCAPE SHEETS L 1 &` L 2 BY POWERS MERRITTThIEN. U . o �: -INC.,y . - .. - :.FOR JOHN W. AND MARY C. MERRITT P , cn ARCMTEct 4 ca a • o v a cn aLO Q cl CC LOT 84 16px a Q INDEX TO DRAWINGS N - r co N w, �' SP 1 ARCHITECTURAL SITE PLAN / INDEX 10N 86) �3y �e dyw,�t j �,. th- I . fin,,• ,��"hr 'j'{, A W `� ".O a.�..� ( 74 � , 4 ' ( 7. 7). 1 L 1 LANDSCAPE GENERAL NOTES, DETAILS; .09% & SCHEDULES 0 71 OAS c� L 2 LANDSCAPE PLAN G -1 GENERAL NOTES & SPECIFICATIONS noeMUS ,,.vq #Ix. 2 FOUNDATION PLAN AND DETAILS ^ ���,�,��••„Ana� �. r' a ' 7.5 F • cn T- SIDE, ARD SE,TgACK 3 FIRST FLOOR PLAN (CITY & p q} `. ) ANWALK�. d � f F 4 SECOND FLOOR PLAN_1V SWEET GO G .w `„ �. .wY 5. ROOF PLAN, 134 6 .EXTERIOR ELEVATIONS -N » # 07w OA z"sw , +t . 7 EXTERIOR ELEVATIONS, wi 8 BUILDING CROSS. SECTIONS IST" tll - I Iia 9 Y � � Y WALL SECTIONJRE x q`77r1 ' 10 PARTIAL .BUILDING SECTION. a 0 10" f F t 7y THROUGH PORCH �� � 11 SCHEDULES e v o `, � wa INTERIOR ELEVATIONS ° 1 SWEET CUA T L "" 0124 0 y9y, `` ;,' � 7r pFwq 12 :ELECTRICAL WIRING DIAGRAMS \ tan �' ,•�1t -s• .. �,j/ w ; /f LOT 8 } its OA Q o ' k ` NOTE: REFER TO SPECIFICATIONS, SHT. G 1 b r yyy{pry 1y any AND DESCRIPTION OF MATERIALS �f 1 YN Iola r x rWZ. ` wLy jury^ 5my ; f7. 49 �Aft Fps ggw��� \ 8. R3 CL &%,v aim. '" v is , x 7a }C'''ra, a xtvwv . i t :d %i Ups r_ .. Arl, W10 BE ► , FT B O ►1� atN o � SET ACK ( CEAN "''" Ix €�a WALKS a 9 �� ��a�� �5 FT- SEC $gyp ��� �J a r° "�N., k 21, OA CN FRONTAL ETB GARY .f w.) .h Www E S ACK (CITYCD )) (� � °�a.aw,.,, 1 d + + a f MIN Y h^ ,. r,,..,,...x ,x.xW... •xW.,xw N...,rv,„.. ,."...,, x,..w,yN w.r.. ,.,»..�,`rr'• "t1M1 '' "''w„ x ` +6.Jr 9 T, ,1@ �P„r i :d �b lWa.:. 'S�i,J, ,., w.,"u" a�uWxWWkb 1s q' y`t w 1 .,^w.,.• - F k 8. 7 A "" ".,. �W1 M W 1�N uNW't+•,Nglxp♦1 PoPub1W, 11UHipgPa\utilH4V r 1 .. "' eA 81[ ( 9. 7) 01 � Z ply ON�'�y.i / w x�A'. a •\ ,ti4\dNSNgtd2\iN.,yakstii,µ, i 1 °.d �7 1k J "y,,,, �OG //yyrr o^w*r.w, :c.,54mFSNEgS\.1 niMbi1 � i �wr..x, 4 �as M.ar.k"•a ay w.ww. .x 11aYaY-dn9iiCllH CA IMLI " , r W r,�,4pc Gti rw �`w-- .. .� 7M ) T xxk.�p ( d a - �umN,r��,w.- t.x x.w �, w' I. - a "t t ( w... - ., �.w_x��. .�� .x, w ..w„ .:wx,.�. wx�"xx. m y1�w ry{ p.. t ( n,.J � - M ,,xx .w.,.,,xw•H..u.x,x,xw.,.,x,ww,ww.ew......w i VI � �',�,�� SETBACKS AND ��� n � w ww ... DEYARDS pER .CURRENT ,,.w,.x.w„ry,ww. :"_, xw x ,ww,x ..w,"...MN,x� .. ,w. x . ZONING . : T w..w�w. _.a,w w.ww w �,",..x�.,x., .w,.x.�"_,. YARD ON WITH FRONT �� a w x . . �`�". . BEACHCOMg y. . a7 . ' 9 UT v 7�7 ORAW�IN UQu+wa ` ,JWM N K D VAI,, K JWNI. SEP DRI51993 z � � `'4A. ! J ,:� + O`k „ "G" AUGUST 16, `1993, -O Bu��lding and -50 n Zoning r'3 `'� AS,NOTim No ED a ' ti .•� 1• , ACV `? 4 1993;- . to SEPT. 3, , Q LL SHEETSK OF w A , F i .' .. ... i r 7 � j y • GENERAL NOTES' ' � r o rF sf J �i�Jk• I. It i$-ex ected that appropriate substitutions of plant material 5. The Irrigation contractor shall be responsible. forconformin to all co with the intent to improve the usilt and appearance of the project local codes and ordinances relevant to the work under this contract. relative to the availability OF material and freeze considerations meet , with the approval of the Landscape Architect, i�,. AiI work adjustments and inspections shall be subject to the app-, �' royal of the Landscape Archlt�ct _`X 2. All sod areas Shall be veriFled on pian and an. site. ✓ ,„. I. The Irrigation contractor shall be responsible For all materials and 3, . It is the responslbility of the Landscape'Contractor to follow all labor to Full execute and guarantee, a� regUIred,'the total work shown? uidelines set forth from the Landsca e Specifications when rovided, y g g p p p. on this pian In accordance with the 5pecirrcations and instructions of the ' co 211,plant materials shall be Florida "1 or better (Florida Fancy) as Landscape Architect and/or Owner. RUBBEra �ioSE wr�AP - MIN.'I' LENGTH r� , f <' - -� described in Grades and Standards for Nursery ” Plants" p �r 'f `q j `L� / Yr S co S. The Irrigation contractor shall verify all quantitles to assure adequate- DOUBLE STRAND 'IT WIRE.TWISTEDa14114,4. -All s ecimen trees must meet the s eciricat(c.�rrs rovided in'the GALv.Tur�BucKLE ;1 Specimen p �' installation of the system. He shall also provide`.to the Owner a complete SURVEYORS' TAPE - EACH GUY , s � x'" plant schedule and pians. Any .substitutions For Specimen Trees must and detailed set of 'as-built" drawings at the completion of the work. REMOVE BURLAP FROM TOP v3 OF meet with the approval of the Landscape Architect. Roor BALL IF PRESENT 3' MULGW 9_ The location of the automatic controller 1s generally indicated on the fyr; y1{yys/ 5, Contact the Landscape Architect For an major site changes EARrH saucER r , 0 p y g plan, and will be speciFically located on site by the Landscape Architect � FwISH GRADE �� • which alter landscape beds or berm•ing areas. and/or Owner- r% f +✓• ac` 2x4 WOOD STAKE, 30' MIN. LENGTHr TREE SHALL BEAR SAME RELATION To Pry ' s/� r�'frG ra. For-more specific landscape duata.11s, direct all inquiries to the 10. The Irri Irrigation contractor shall ad ust the radius and arc of each ,` FINISHED GRADE AS TO PREVIOUS GRADE Landscape Architect and/ar the landscape s ecf Fications. g J � '{. � p p head to minimize overthrow and to eliminate dry.spots. Head types to ��� ���' �' -�-- BACKFILL As PER SPECIFICATIONS EART14l110RC match landscape layout is the responsibility of the Irrigation contractor- 6' MIN. FILL BELOW ROOT BALL Overthrow onto adjacent sidewalks shall be held to an absolute minimum While still providing 1009* coverage of landscaped areas, as required. The 1. All site work for rough grading of berms, planters, and planting Irrigation Contractor shall be responsible For the supply and installation or a ares is to be provided b the General Contractor, unless otherwise • p y additional heads needed to Cover dry spots or slight variations From the specified by these plans. Fill for all berms and planters shall be of zxDIA. J'�`s�yry r% plan. The location and arrangement of these heads shall be subject tore ,. a suitable, sandy eradatlon which is parous and percolates well, to �f thea approval of the Landscape Architect. insure proper water runoff and drainage. Absolutely no plastic, clayey pp p TGUYINGDETAIL eTib{• , , soft may be used in any planting area. 11, The electric supply will be stubbed out at the controller b others. pp y NOT TO SCALE • The Irrigation Contractor shall be res ansible for all electrics connections � 7� ,•� � 2. The General Contractor shall be responsible For verifying the cubic g - p y g From central valves to the controller sl, f ,�•� ,�r ; �. ,� yard quantities of proposed berms or planter areas. 12. The Irrigation Contractor shall provide the Owner 4 Landscape Architect ?� L� 3. All berm work shall be under the direction of the Landscape with complete 4 accurate as-built drawings of all work under this contract. ry X Architect and/or Owner From beg fnnine to Final acceptance. r'a�x ' ;21n";f — SHRU15 SHALL BEAR SAME RELATION 13• The Irrigation Contractor shall install Toro high flow 8hutoFf ValveB far TO FINISH GRADE A8 IT PORE TO 4. The Landscape Contractor is responsible For all Final grading of approved ev -equal) at each head to prevent excessive waste From broken irri- PR1=VI°ust�°E y/ ��3rF berms, bed areas, and sod areas until acceptable by the Landscape gat(on heads- ,,,: rf,�•'. � , � Architect, both before and after landscape installation has begun. EARTH SAUCER FIN15H GRADE 5- The Landscape Contractor is to verlfy soil condition OF all planting REMOVE BURLAP FROM TOP r/3 OFaK� "r rx9 SAY ROOT BALL IF PRESENT areas as to pH level and organic stability before planting beg fns- ; `��f ;+ ° Recommendations, iF any, For improvement to existing soil shall be BACKFILL A5 PER SPECIFIGATIQNB {� ro' MIN. FILL BELOW ROOT BALL submitted to the office of Powers 4 Merritt, incl for review and record before installation begins. iF soil conditions are Found to be unsatisfactory, the so(I must be amended 1n accordance with teat results and recommendations. 2xDIA. 0. Any suitable excess material excavated For subgrade or any Other �I (pl Its PLANTING DETAIL operation an site may fs to be stockpiled and used in proposed 14RUB I +'--AN iV D planting and/Or berm areas-as directed by the Landscape Architect. NOT TO SCALE 7. Any unsuitable material found in landscape beds of berms shall - be removed by the General Contractor to a depth of not lessthan LIGHTING NOTES �C DETAILS twelve (12) inches and backfilled with said suitable material with reasonable (SO%) compaction. . r-- - 5PACINCs AS INDICATED _5. Any debris, such as wood, concrete, 9tUGCD, bricks, etc-, shall be 3/4 SPACING removed by the General Contractor and backfilled with suitable mat- �� i,z SPACING • erfal as described in Item 01. . olt� &h �T- _ EDGE OF PLANriNCi BED -- - TREE AS SPECIFIED TREE SPADING CONTRACTOR US RESPONSIBLE FOR o GROUND f l.N I. Locating and verifying all existing underground utilities in or near GROUNDD COVER 6FACING proposed tree locations before any trees are placed, and shall coord- inate Closely with respective utility contractors involved in those areas. NOT TO SCALE LAN(�SCAPINCi A5 2. Scheduling tree spading operations in any area before sidewalic5 --- SPECIFIED � ' or other impassable structures are installed. W 3. Replacing any trete which has died due to improper transplanting, as LIGHT FIXTURE AS SPECIFIED directed by the Landscape Architect andl12or Owner. AIM SO AS TO ILLUMINATE .J UNDER CA C B SPECIMEN p LAN T SCHEDULE ' 4. Watering in and Fertilizing all spaded trees, as well as amending TREE DR ASS DI DIREECTED Y , the surrounding soil, until said trees are established, Established shall LANDSGAf=E ARCi-41TEGT. W mean when tree shows no signs of shock, lack of water, car overall poor - - 4' MIN. health until such time as normal wateringas supplied b Irrigation system OR AS SPECIFIED PLANT SCHEDULE FOR pp y gf3Y LANDSCAPE JOHN AND MARY MERRITT RESIDENCE C„) can maintain tree In good health- ARCi ►iTEGr Prepared by John N. Powers, Registered landscape Architect, Reg, Fla. 420 5, Tree spade contractor shall amend soil in the immediate area of the tree IF said soil is not acceptable For transplanting, Notify Landscape I LIGHT FIXTURE LOCATION DETAIL, o� KEY BOTANICAL. COMMON QTY SIZES/REMARKS Architect in writing OF proposed soil amendments. N NOT To SCALE --- . ------ ------ _-_ ------------- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR: co AF Azalea,formosana Formosa Azalea 60 24-30" 3' a.c. KIM AFL2/IOOMH120-M/DB-P/NDS/A-30 AK Ardisia kurume Red Ruffle (semi-dwarf) 70 1.8"-20' Hts. 2" o.c. I. Watering in.and guaranteeing all other trees, as per Landscape A5 Asparagus sprepgeri Aspera us fern 28 IB" spread l8" o.c. g p Q SpeciffcatiDns. CC Cerels canade'nsis Eastern Red 2 10'-12'-ht„ 2" cal.. 1� CFT#i Cornus r;loridana Dogwood Tree 2 10'-12' Hts. Spec, Tree rr" 2. Providing mulch, peat, potting soil, and/or Fertilizer on site as CMS Camellia Sasanqua Jean Camellia May 3 5' HTS., FULL TO GROUND, SPECIMEN W directed by the pians, spectFicatIons, or Landscape Architect. GJ Gardenia Jasginofdes Gardenia 3 5' hts., Full to ground, specimen HA Hemerocallis allapatan Day Lilly "Attribution" 71 18"o.c., 10-15 bib clumps _ 3. Providing positive drainage of all landscaped' areas around build- HNC Hedera helix Canariersis Algeria Ivy 370 10"-I2" rooted cuttings/ 8"-10' o.c. - C6,PLANTING DETAILS Ings, islands, amenities, and other areas negatively affected by poor IOS Ilex opaca Savannah Holly Tree 2 10'-12' Hts. Spec. Tree C drainage. This note covers all areas not specified on engineering or IYS Ilex vomitor la SchIIIIngs Dwarf Yaupon 40 IS'-18' hts., 2' o.c. W landscape grading plans. LEG lirlope evergreen Giant Giant Hondo Grass 125 18'-20" hts., 15' o.c. foil clumps W LAND6C4PLICNTINCSA Seasonal annuals Seasonal Annuals 50 4' co to mer vagi edcolors TV Tulbaghla violacea Society Garlic 35 18" o.c. 15-20 Bib clumps Full 0 Ail landscape lighting will be coordinated through the Landscape W Z Architect as to specific locations. iF this does not occur to the satisfaction of the Landscape Architect, it shall be the responsibility a of the electrical contractor, or those responsible for installation, to reposition the light fixtureCs) to the Intended location at no additional cost to the. Owner. 2. Landscape lighting shall be installed only,,after berms or other Sod Stenotaphrum Secundatum Floratan St. Augustine 3" by 1',x 2' Fresh Cut W areas are graded to final grade, and specimen trees or plants are Mulch Grade 'A" Cypress Mulch Cypress Mulch 3" thick all planted beds Z Z installed by the landscape contractor. W 3. All lighting., associated circuitry, timer, and sleeving shall be by J the GenAral or Electrical contractor. It Is Up to the General contract- Ix4 WOOD BRACE - ALL 61DE5 or to verify and provide electrical service to all landscape fighting _ _ __ 3 - 2x2 WOOD STAKES —• "I$ TIE WIIM areas. - -_ RUBBER HOSE WRAP - MIN, I' LENGTH 4, All landscape lighting shall be supplied with an electric photocell- 6' - 3' Mui GH OR41lJrt EARTH SAUCER BMQ i r_v FINISH GRADE IWIGATiON � REMOVE BURLAP FR1JFt TOP 1/3 OF 1. Owner to supply electrical ower to controller (120V). ROOT BALs* IF PRESENT JMP pp y p TREE SHALL. BEAR SAME RELATION TO PATS � FINISHED GRADE AS TO PREVIOUS GRADE 2. The Irrigation contractor Is responsible For 100%, coverage For all j � ��� ':. BACKFILL AS.PER SPECIFICATIONS 8/17/93 planting beds, planters, and sodded areas as shown. Bring discrepancies ' - �' MIN. FiLL 2rELOU1 Y200T PALL 6CALE =Lueen Plan and existing areas to the attention of the Landscape STAKE$ TO EXTEND MIN. i' BELOW PIT a p g p NO SCALBorTOM E. z. Architect. IA. roe 140. o -3- The ,irrigation.sleevfngg is to be provided by the General contractor 2xDIA. unless otherwise directed. Revs �. 4. The Irrtgatlon contractor's attention is called to the fact that there TREE 5T,4KLNG DETAIL - .MORTREESTa4•r_ALj Y - ma be other active utilities and services in the area and he will be NOT To SCALE held "responsible For locating these to avoid c(ari age to them. The Irrigation contractor will be liable For any damage For which.he is dir- ccL y responsible. t s a &MTL 1CP k n w" S 1 D E N C"E'.' IN : .- OCEANWALKA RL ATLANTIC BEACH . FLORIDAw • 00 FOR JOHN ,, W . AND. ? MARY MERRITT JOHN W. MERRITT, . A. ARCHITECT. • cr •. M LOT 84 N 0. 4 Yyj 8 icy' °* �, NO CUT OR FILL WITHIN *SWEET DRMPLI E OF EXISTING 40„ OAK CONC. DRIVEWAY V Xt3w • \ to toS 611 SNE ?,2 01 91x 18' f ' SPACE' `i, MAGNOLIA , OUR Qj WOOD FENCE { p `$ fU '' Rf �. BY OWNER '/fir r,/ •r , i;J'�. �+ to. 0 '"'�. ��1. 5) - � °iA ifs # CONTRACTOR TO GRADE .. r' r AWAY.,FROM HOUSE FOR � ._.• .. � ..,.. i ,' ��: � � _ ` ( 7. 5) �, SHEET FLOW 1TO STREET ' �� . + LOT 8 . ., CONTRACTOR TO GRALu FRiJ AWAY OM HODS I, D f -a �. ' k f �z1I 066 LLY f U UAB ' X - INDICATES EXISTING TREE TO BE REMOVED. ` i ALM. TREES TO REMAIN SHALL BE PROTECTED BY A EXISTING VEGETATION OVER L . 3 HT. (MIN.) 2x4 WOOD BARRICADE THE DRIPLINE AT 2 1/2” TO REMAIN.. aLEAROF EACH TREE OR GROUPING B ALL OTHER VEGETATCION ( 4 y TYP.) w TREES NOT IDENTIFIED ARE EXISTING PALMS " w 21"OAK ICL 15* Pcp O .. y 139 EXISTING VEGETATION. OVER W .. _ o w�. i 3 HAUNO ..I i 31, � t GUM -« .. .w.. ._. . . _ m ., . .. ... . .. , a a Imo, . 2 1/2" TO REMAIN. CLEAR �- ALL OTHER VEGETATION (TYP.) Z ,0 9 a „ , U a n . Lu Q ( 0. O ., �y)�yj y� O � ■ Rel yr T r`�` "" ,."".."'"wwn,.rw . O 1 w"�wnw.w. � ��•`�i., � GRATE ELEVATIOM ( 6. 84) INVERTWOOD RETAINING ..�...„.wwo4 .w,,�. „w�.� ,..� w.,, .,w,,....,....,,,.., ,... , . WALL (2 HT.) , � & 60GUT -w�. . . `µ ) TC ...� ( 7. 74)GUT ( 7. )GUT 0 ( 7. 97) t DRAWN .. p BMG � H K D oc A T 0. 04) LNNAKVE H OftDATE AUGUST 16, 1993 t AL ~ " 1.. 10'-0° RI T - CF WAS J08 NO V 0 O SHEET L 2 OF /. A. GENERAL. REQUIREMENTS 4, ROUGH HARDWARE= IX 1"1NISHEB $CD • A CODES: a. 8TEE1. ITEMS: ,.COMPL^i'.IUITH':ASTM Al,OR ASTM A3rvt USE GALVANIZED STEEL A GYFmW'WALLBOARD, UNLESS OTHERWISE,.NOTED SHALL BE PROVIDED AS FOLLOWS: AT ;EXTERIOR LOCATIONS. 1. BEFORE PINAL DRAWINGS AND SPECIFICATIONS ARE ISSUED FOR CONSTRUCTION,THEY 1 • � b. INSTALL JOIST AND BEAM HANGERS CAPABLE OF SUPPORTING THE MAXIMUM I. EXTERIOR WALLS: ONE LAYER /2. GIJLAR WALL BOARD TO INTERIOR L=ACE. SHALL BE SUBMITTED, TO ALL.GOVERNING BUILDING AGENCIES TO INSURE THEIR ALLOWABLE LOAD DF JOIST OR BEAM BEING SUPPORTED, 2. INTERIOR PARTITIONS. ONE'LAYER I/2' REGULAR WALL BOARD EACH SIDE. a COMPLIANCE WITH ALL APPLICABLE LOCAL AND NATIONAL CODES.. IF CODE CONNECTORS (A3 REQUIRED) CAPABLE OF RESISTING UPLIFT LOADS 3. °.: c. INSTALL UPLIFT CEILNG: DISCREPANCIES.,IN DRAWINGS AND/OR,6PEGIFICATfC7N8 APPEAR; THE ARCHITECT SHALL A°r NOTED ON DRAWINGS, BE NOTIFIED OF SUCH DISCREPANCIES BY BUILDER OR BUIL.DING.OFFICiAL d. HURRICANE ANCHORS SHALL'5E CODE APPROVED AS REQUIRED BY COYEt�IINCx N � a. ONE LAYER 5/8" REGULAR WALL,WARD WHEN SUPPORTING MEMBERS ARE AND ALLOWED. TO.ALTER DRAWINGS AND SPECFICIATIONS.30 AS TO COMPLY.WITH. 1 AT 8 AN 16�.O.C. w . fa GODEB INSTALL XTERI017 WALL: As FOLLOWS- GREATER TH GOVERNING CODES BEFORE CONSTRUCTION BECsiNB. b 1/2' REGULAR EN SU MEMBERS ARE 16' O.C. OR LESS 2. UPON WRITTEN,RECEIPT OF°APPROVAL FROM THE GOVEF�IING OFFICIAL, APPROVED FINAL - . ONE LAYER GU AR WALL ��'4RD WH SUPPORTING DR,4WiNG8,AND SPECIFICAtfoNS SHALL BE SUBMITTED TO THE BUILDER BY THE . _ ANCHOR TRI188/RAFTERco -'i'O WALL AT EACH TRUSs/R,4FTER 4. GARAGE: ;ANCHOR ROOF BREATHING TO TFu6s/R4>'TER. * ARCHITECT- a. ONE LAYER 5/8' REGULAR:WAL4 BARD WHEN BUPPDITING MEMBERS ARE i 3. IF CODE DISCREPANCIES ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, C. PROVIDE ;ASI LAMINATED VENEER LUMBER (LVL.) AND LAMINATED TIMBER HEADER (LTH), GREATER THAN 16' O.C. 07ARCHITECT SHALL BE NOTIFIED AND ALLOWED AMPLE TIME TO REMEDY SAID MANUF.4CTUR:ED BY ALPINE ENGINEERED PRODUCTS, INC. OF HAINES CITY, FLORIDA, OF THE b. ONE LATER 1/2' REGULAR WALL BOARD WHEN SUPPORTING MEMBERS ARE 16' � DISCREPANCIES: DIMENSIONS AND QUANTITY INDICATED ON THE DRAWINGS. OTHERWISE 1SE NOTED, FASTEN O.G. OR LESS. 4, ALL WORK PERFORMED SHALL COMPLY WITH, ALL APPLICABLE LOCAL, STATE AND MULTIPLE,-BEAMS TOGETHER IN STRICT ACCORDANCE WITH ANUFACTU RER NATIONAL BUILDING CODES,-ORDINANCES AND REGULATIONS AND ALL OTHER °••° RECOMMENDATIONS, CHECK WITH TRU,$ MANUFACTURER FOR AVAILABILITY. 5. BATT-18: WATER-RESISTANT WALL BOgRp At ALL. WALLS AND CEILIN�sB SURROUNDING TUBS, AUTHORITIES HAVING JURISDICTION SHOWERS, SINKS AND AS REWIRE MY GOYERt`IING CODES. 1. ALLOWABLE STRESSES IN LVL: 6. UNLESS INDICATED OTHERWISE, ALL WINDOWS TO HAVE GYPSUM BOARD FINISHED ' B. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS. AND.PABRICATOR8 SHALL BE RESPONS15LE FOR HEAD AND JAM", WITH,WOOD SILLS JArID APRONS. � THE:CONTEN7 OF ORAWtNGB, AND FOR THE SUPPLY AND DESIGN O<~ APPROPI@IATE MATERIIALS AND a, .BENDING 2,4PJ0 PSI B. PROVIDE METAL CORNER BEAD AND TRIM AT ALL LOCATIONS AS SHOWN ON THE DRAWINGS WORK PERi~ORMANCE, b. HORIZONTAL SHEAR 350 PSI AND As RECOMMENDED BY GYPSUM 'WALLBOARD MANUFACTURER BEARING 550 P$I C. TAPE, FLOAT AND SAND JOINT$ AND ,ASTENERB of GYPSUM WALLBOARD WTH THREE COATS OF C: ALL MANUFACTURED ARTICLES,,MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, JofNT COMPOUND AS•REG�UIRED To'OBTAIN A UNIFORMLY SMOOTH SURFACE. A ERECTED, USED, CLEANED AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURE-:R'S 2, 'ALLOWABLE STRESSES IN LTH= P. FINISHES SHOWN ON THE DRAWINGS BALL BE AS SELECTED BY OWNER RECOMMENDATIONS. �. a. BENDING 2,400 PSI X. PLU11151NG, MECHANICAL 4 ELECTRICAL D. ALL ALTERNATES ARE AT THE OPTION OF THE BUILDER AND SHALL 15E AT THE BUILDER'S'' REQUEST, b. HORIZONTAL SHEAR 165 PSI � CONSTRUCTED IN ADDITiON�'TO OR iN LIEU OF THE TYPICAL CONSTRUCTION, AS INDICATED ON c. BEARING 565 PSI A PLUMBING, MECHANICAL AND ELECTRICAL INFORMATION AND LAYOUTS SHOWN ON THE DRAWING8. DRAWINGS ARE ONLY SCHEMATIC IN IDEBIGN, AND SHALL BE REVIEWED BY CONTRACTORS, SUPPLIERS D. PROVIDE WOOD TRUSSES ABLE TO SUSTAIN THE STATED LOADS FOR THE SPANS, PROFILER AND AND BUILDING OFFICIALS EOR COMPILIANCE WITH GOVERNING CODES AND GOOD COMMON CON8TRUC- + i 1. ROOF: LIVE LOAD �(o P8F (MAXIMUM) ARRANGEMENT SHOWN ON DRAWINGS. TRUSS MANUFACTURER AND/oR ENGINEER SHALL BE TION PRACTICES. TWE ARCHITECT 614ALL BE NOTIFIED oP ANY DISGREPANCIEB. DEAD LOAD__J0 1'3F RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING AND LOCATIONS OF ALL INTERIOR LOAD- B. PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT AND FIXTURES SHALL BE SPECfF1ED BY � 2. UPPER FLOOR: LIVE LOAD.-.-.40 PSI* BEARIN[s PARTITIONS), OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWING8 (SEALED BY A OWNER/BUILDER DEAD LOAD,...,15 .PSE REGISTERED ENGINEER) FOR APPROVAL BY BUILDER C. DESIGN AND INSTALLATION OF PLUMB,IN[s,MECHANICAL. AND ELECTRICAL EQUIPMENT SHALL BE THE 3. Soli. PREseuRE: 2,000 PSF (MINIMUM) - RESPONSIBIL:ITY Ofi THE APPROPRIAITE'LICENSED CONTRACTORS. cn 4. PRIOR TO START Or AND CONSTRICTION, ,TRIC I ION, VERIFY BDESiGN LOADS WITH GOVERNING CODES AND E. UNLESS'OTHERWISE NOTED, PROVIDE DOUBLE 2-2X10 HEADERS WITH 1/2' PLYWOOD BETWEEN D. SERVICE PANELS SHALL 133E A MINIMUIM 20 CIRCUIT, 200 AMP. (VERIFY WITH BUILDER) SITE CO DING AGENCIES FOR WIND, AT ALL DOOR AND WINDOW OPENINGS AT COVEREDPORCHES. E. ALL HVAC EQUIPMENT SHALL BE INDIVIDUALLY SWITCHED. AND OTHER SPECIAL LOADING CONDITIONS. IF.DISCREPANCIES ARE DISCOVERED, F E C L BE PRO IDED WITH GROUND ALL OUTDOOR, BATH AND GARAGE WCL RECEPTACLES 8f-LAI. V d ARCHITECT SHALL 5E NOTIFIED ACCORDING TO SECTION LAI. ,ABOVE: F. STUD WALLS SHALL NOT EXCEED THE FOLLOWING HEIGHTS WITHOUT LATERAL SUPPORT FAULT CIRCUIT PROTECTION. � fl. 81TEWORK PERPENDICULAR TO THE PLANE OF THE WALL. G. PLUMBING ROUGH IN SHALL BE MOV'IDED,FOR WASHER H. DRYER VENT SHALL BE EXTENDED Teo EXTERIOR BEARING NON-BEARING A. PERFORM EXCAVATION, ACCORDING TO GOOD,-COMMON CONSTRUCTION PRACTICES, TO THE 2X4.,.10'-0' 2X4_ ..14'-0' X1. MISCELLANEOUS ~ LINES, GRADES AND ELEVATIONS INDiCATED',CN THE DRAWINGS. 2X6......Iv,-0" 2X6....70'-0' A INSTALL BUILT-IN-PLACE FIREPLACE (UNITS AS SHOWN ON THE DRAWINGS. 5. PROVIDE CONSISTENT COMPACTION OF THE 10P.61 OF BUBGRADE AND F=ILL AND BACKFIILL G. UNLESS NOTED OTHERWISE, RAFTERS, CEILING JOISTS, COLLAR TIES AND PURLINS SHALL BE I. FIREPLACE UNITS SHALL BE 'MAJE,%Tlc, OR EQUAL AS APPROVED 15Y OWNER/BUILDER ` MATERIAL BENEATH STRUCTURES, WALKS ANO PAVEMENTS t0 MEET THE STATED 301E PRIESSURE. SIZED AND :SPACED IN ACCORDANCE WITH MINIMUM FHA REQUIREMENTS OR GOVERNING CODES, 2. CONTRACTOR SHALL BE RESPONSIIBLE FOR PROPER INSTALLATION AS RECOMMENDED � WHICHEVER IS MORE RESTRICTIVE. BY MANUFACTURER AND AS REQUIiRED BY GOVERNING CODES, INCLUDING MANTEL DESIGN G. PROVIDE SOIL POISONING To CONTROL TERMITES AS REQUIRED BY GOVERNING CODES. AND LOCATION. H. ALL WOOD PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED AND 3. ' HEARTH SHALL BE OF NON-COMBUISTIBLE MATERIAL. (ERIC ) 111. CONCRETE INSTALLED OVER 6 MIL STABILIZED POLYETHYLENE UNLESS NOTED OTHERWISE. B. ALL CLOSET SHELVING SHALL BE PRtPABRICATED, FREFINISHED METAL WITH PROTECTIVE VINYL COATING, UNLESS OTHERWISE BPECIFIE�D BY OWNER/BUILDER A. PROVIDE REINF=ORCEMENT OF THE SIZE AND SPACING SHOWN ON DRAWINGS. REINFORCING 1. PROVIDE 2' NOMINAL PRESSURE TREATED LUMBER OVER 6 MIL STABILIZING POLYETHYLENE C. DO NOT SCALE DRAWINGSf WHERE D+IsCREPANCIES OCCUR BETWEEN DIMENSIONS AND SCALE, SHALL COMPLY WITH THE FOLLOWING AS MINIMUMS: BENEATH FULL BEARING OF WOoD BEAMS BEARING ON CONCRETE OR MASONRY. DIMENSIONS GOVERN. I. BARB: ASTM A615, GRADE 60, DEFORMED BARS J. INTERIOR TRIM SHALL BE SELECTED BY OWNER/BUILDER 2, WELDED WIRE FABRIC: ASTM A183 VII. THERMAL AND MOISTURE PROTECTION B. PROVIDE CONCRETE COMPLYING WITH ASTM C34, UNLESS OTHERWISE NOTED,CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH AS MINIMUMS: A. PROVIDE THERMAL 13UILDM INSULATION AT ASSEMBLIES-ADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING THE REQUIREMENTS OF GOVERNING CODES AND, UNLESS OTHERWISE NOTED; 1. CONCRETE FOOTINGS 4 PIERS: 3gxw PSI MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 2. CONCRETE SLA58 ON GRADE: 3 00 PSI f L WALLS= FRAi`1E. -i/2" GLASS FIBER BATT (R-11) AND 6' GLASSFIBER BATT (R-M) 2. ROOFS: GLASS FIBER BATT (R-30) G. UNLESS OTHERWISE NOTED,-ALL SLABS ON GRADE SHALL BE 4' THICK, REINFORCED WITH( roX6 3. INSTALL IN CONTINUOUS BLANKETS.WITHOUT HOLES EOR ELECTRICAL BOXES, LfGHTINCs WIAXWIA WU,M (OR FiBERMESH GONG) AND PLACED OVER 4' (MjW.COMPACTED SAND FIXTURES OR HEATIWs DUCTWORK,. s OR GRAVEL FILL. INTERIOR SLA155 SHALL BE PLACED 4, FLOORS R-11. OVER b MIL. STABILIZED POLYETHYLENE VAPOR BARRIER 5. INSTALL 4 MIL STABILIZED POLYETHYLENE VAPOR BARRIER AGAINST INTERIOR FACE OF ALL D. .FOOTING.SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL.PRESSURE AND CONSISTENT ' COMPACTION. CONTRACTOR SHAL BE 'RESPONSIBLE FOR FOOTINGS COMPLYING WITH THIM THERMAL INSULATION, UNLESS'NOTED OTHERWISE: ` DESIGN RQUIREmENTS OF SPECIFIC SOIL CONDITIONS. C. ROOFING SHALL BE 2600 ASPHALT SHINGLES INSTALLED OVER ONE LAYER 15• ROOF FELT ON ROOF SHEATHING. E., PROVIDE 1/2' EXPANSION JOINT MATERIAL BE CONCRETE CONCRETE SLABS AND ABUTTIN�:x CONCRETE OR MASONRY WALLS OCCURRING IN,EXTERIOR OR UNHEATED AREAS. D. SIDING SHALL BE F. PROVIDE DEEP SCORE CONTROL JOINTS AT MID POINTS OF ALL GARAGES, BOTH DIRECTIONS, TEXTURE, CODE APPROVED 1'U10 LAYER SYSTEM 0 METAL LATH D ES$ SHALL BE 1/2' . iY. MASONRY ALL;`BE DE! E OSB SMOOTH LAP SIDING 7' t0 WEATHER;01/ER 15 BUILDING FELT A PROVIDE LIGHTWEiGHT HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS (CMU) COMPLLYING OVER OSB SHEATHING AT UNLESS OTHERWISE,NOTED. WITH ASTM C90., GRADE N, TYPE I. B. REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING A8 MINIMUMS: 3. 4' BRICK VENEER OVER 159 BUILDING FELT OVER OSB SHEATHING BOARD (OR EQUAL), UNLESS NOTED OTHERWISE. BRICK TO BE AS SELECTED BY OLLNER/BUILDER AND INSTALLED IN STRICT ACCORDANCE WITH STANDARD MASONRY APPLICATION SPECIFICATIONS. 1. BARS: ASTM Abs, GRADE b0, FORMED BARS 2. WIRE JOINT REINFORCEMENT: ASTM A62, GALVANIZED E. PROVIDE FLASHING AND SHEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH C. PROVIDE MORTAR TYPE 's' IN ACCORDANCE WITH ASTM C270 THE EXTERIOR SHELL O1= THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH PERTINENT RECOMMENDATIONS"CONTAINED IN CURRENT EDITION OF 'ARCHITECTURAL SHEET. METAL MANUAL' PUBLISHED BY SMACNA. ALL SHEET METAL D. PROVIDE GROUT IN-ACCORDANCE WITH ASTM C416. MINIMUM COMPRESSIVE STRENGTH 811IALL FLASHING SHALL-BE,.032 ALUMINUM, COLOR TO MATCH ROOF, BE 3,000 PSi UNLESS OTHERWISE NOTED. E. PROVIDE i/2' D,IAM. HOOKED ANCHOR BOLTS WITH MAXIMUM SPACING AT 4'-0' O.C. F, PROVIDE GUTTERS AND DOWNSPOUTS AS SELECTED BY OWNER. DOWNSPOUT AND SPLASH LOCATIONS SHALL BE DETERMINED BY,OWNER SO. AS TO PROVIDE POSITIVE ROOF AND SITE DRAfNAGE, F. PROVIDE REINFORCEMENT IN VERTICAL,CELLS OF CONCRETE'MASONRY UNITS (FULLY EMBEDDED IN GROUT) AS SHOWN ON DRAWINGS. G. PROVIDE ATTIC AND ROOF VENTILATION.AS REQUIRED BY GOVERNING CODES AND AS SHOWN ''ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND ROOF VENTS AS APPROVED BY BUILDER y, JI G.. WIRE JOINT REINFORCEMENT SHALL BE CONTINUOUS AND EMBEDDED IN EVERY.SECOND C:MLJ �. JOINT. VIII. DOORS 4 WINDOWS LLL - - ` V. METALS A. EXTERIOR DOORS, UNLESS OTHERWISE NOTED, SHALL BE 1-3/4' THICK METAL GLAD INSULATED UNITS OR WOOD. REFER TO DOOR SCHEDULE. A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE ASTM SPECIFICATIONS AS FCaLLOWS: ASTM A36, ASTM A53; ASTM A501, ASTM A30�1, AND ASTM A325. d 1. .PROVIDE.DOORS AND SIDELITES OF THE SIZE, TYPE AND DESIGN SHOWN ON THE r DRAWINCs$. . r� A. WOOD AND PLASTICS 2. GLAZING INDOORS AND SIDELITES:SHALT, BE ,INSULATED GLASS.3. aLL \ A. LUMBER SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: PROVIDE TEMPERED GLASS A,3 REQUIRED BY GOVERNING CODES. .... B. HOUSE-TO-GARAGE DOOR SHALL, BE J-3/4' THICK SOLID CORE WOOD. W I. 'PLYWOOD SPECIFICATION AND GRADE GUiDE' OF THE AMERICAN PLYWOOD ASSOCIATIION. � W 2. AMERICAN WOOD, PRESERVERS ASSOCIATION STANDARDS.AND RECOMMENDATION$ C. INTERIOR DOORS, UNLESS OTHERWISE,NOTED, SHALL BE AS FOLLOWS: W FOR FIRE-RETARDANT TREATED AND PREBERYATIYE PRESSURE TREATED LUMBER ANO PLYWOOD, 3. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 'NDS' BY THE NATIONAL 1. MASONITE 6 PANEL AS SELECTED BY OILNER. C/r FOREST PRODUCTS ASSOCIATION. 2, PREHUNG IN WOOD JAMBS 4. TIMBER CONSTRUCTION. STANDARDS (AITC 100) 5. THE.tIMBER'CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRLIGTION, D. WINDOWS SHALL BE ALUMINUM SINGLE HUNG-�, OR FIXED. UNITS AS SELECTED BY • OWNER REFER TO EXTERIOR ELEVATION$, B. PROVIDE LUMBER AND. MATERIALS MEETING OR EXCEEDING THE F=OLLOWING'STANDARD&OF oR4u� QU ItY= 1.. GLAZING SHALL BE INSULATED GLASS. MTL. 2. PROVIDE TEMPERED GLASS IN ALL, WINDOWS As REQUIRED BY CsDVERNING CODES. 3. PROVIDE AND.INSTALL FGRE$$ UNITS AS REQUIRED BY GOVERNING CODES. 1. FRAMING MEMBERS: lid-rcfz14� SH.�,�TH I t- ICS 5 p.l.L. �� I/�. II . �Tiz0G�U(ZA*l•-�- I�f71r � H f-: lT � i NGI JWfV1. � W E. FINISH HARDWARE SHALL BE SELECTED BY OWNER INSTALL ALL HARDWARE REQUIRED Q� -711&1 1 D• 5.;P' p•T ,Q•�H H � 1'1­4 `� GI i`1i}`l �.5 fP �I I'rP� °A1E a. StuDS;�F�.0 pl 1.1 E-FIR, 19 S r�) �0 2-�AND BETTER BY cOYEi IING'covEs. P.� Ger ArJ �" � �I r�la SEPT. 3, 1993 5P I �. I N�T" -M ta->� I -r'U Ise, b. HEADERS t BEAMS=80UTHE PINE "2 KD 155 AND. BETTER, 2. ALL HEADERS AND BEAMS SHALL BE FREE FRoM SPLITS, CHECKS AND SHAKES. NO SCALE; 3. SHEATHING:. Na. b. WA�, -1111' 088 SHEATHING s: 1/1ro' OSB SHEATHING , 9� r . - vV� y'A Q o`. . v' d ru ry:• p a.dr oD•� • •d _ p o 4 a •. q q r _ CNS I� —ILGM � It P �, a 2 S��NT 2 � ��' G�1-(-� � -'. _.r-„Y 4'I ��I� �8 em Li �� � �.M� �E�dN� 2 5 u�NT� #� ;` ANT 2 4P 5 GvNT ' �a T , .•'� •'+ p ✓�•V�f� 3YJ11 Q.q�;. .o �,. •�^' .FG'`'� •df� -�•� •O'- ° -3l!/I �� o� Q o p /� I�. O Q •o . { ��.,, p I o a �3'jT ' I 0 °. I �TIiC� o �^ °e° • Q Q eo QJ. ° qD ~D :o71F- •� •w. .o0 0' �8 It`d ��' �o ° • r I ° sob •* e° ~ 70 oo� � II .' �l � ;, ��.� ,_�� �!�-�� 3�►� I ' �'' � � ,_�� ��IoNP � � �I► 1 1611 � � (� � 3�a1� -, ps ►1 I u�G#" I'_r'' 2 ,�-L I '�• G,b• t: , = I ' �' 2 S G.e•L ' I�oII 2 5 161, G 3/qII II `oi1 t�- � e- `f 71 ►-�-, cp 44, \A// - - - ----- - --- - -_ .4 sHvyF� Hocoo I _ �: p��T�I U � w� W� � N� -� / � r, i ! \ �U �I f� ►��.r.-�I- �lct �. 1,4, u 'TIT III mill Hill HIM III tit M 111111 M11 I I I — I =� I 1 ! / i 11 , E ! I I ll ! ( +i �! I ! i ! ( ( (! ;'5'<<1. !- ' I s f It I II' Lj pPs+ Q LII-I :INQIT �a�►�dN. Q I I _J `� I _ o - o•, I I � I I 'o Q o'• ( I �q I I - q I . - •.° '�'"�`. o. 'p�...o= _4 � 1 � I � I �I Iii� .7G+�� � � •' I - 52 92 Lp`TY�� � I � i ►► N I I I I I ►I I I Il I I� I I) I I_ II � �►-f""t�o' r .5 I t ;�-�,1�� I x 4T1�.►� _Q ----�_ I� ______�_�-_ +_.__.-_ � -�-�- - _ � �____-- _ _.____--- —_---� GI :C7Tp:! -I - I �1 �,• • I � ,� I �,:t_ ? G ► I• I f2 �'� �ItJ 5GA(� , II I �I SND �I'w6� �o d � ,-t I I -1 I ( I 'L `57 I I I I \ Mi I ( ( I { I ' ,� � it � I ► ____ _ - � — - _. _....-_ _ �, '-� I I f � � � I ,` �f cn I � IKAISO H .. . ._.._-_ 22 '- o'' --- 5 �_ a 511 ��+�u �•' � q I_ � II '' I I '�2' � ( I ��� � 14' II - I tit 06 flTM 3r I I U H ill HOW liltCL I J _ I l l (�l t o 1 1 ; l t i i ' T-- �.- I f� I , I f i► s w- o II 11-1, I I II I 111 - I ' LL X21 1 6\ 5 �7 I I� -� -2 I J • d � I - I I -- I � w -� I L( I. + I I �• ( {ir .( , ! �1,+ !1111 ! ! f! ( 1 1 I ► 1 �- + ri� lltf i � _ I � � U t- 4 oil`8 T _ ...____ _ _ I _ DRAWN O Jwm SI _- �I op" ('51=+� '�a'' ('51 F-F tq.+, j CHECKED ' DATE Z e5l �'�/�� !W�I HoLJ-'S _P7f`��'Tl�F-o`- �. el �Iz 11.l- AUGUST 16, 1993 0 AL ~ AS NOTED V FOUNDATION PLAN JOB NO CC .SCALE 1 / 4 = 1 - 0 6(�/e,0 - �DNI I F If-L- SEPT. 3, 1993 O Rid i R►45i W Iz- U N� �I r3�s 5f�ovV N , TH Is pl. cc P-M4,65 Ho5f�_ f51 Deas WITH SOP I VV,"TO-� //4� �3 , SHEET 2 OF /� 0 P W,4-LL-. GENERAL NOTES I -/i�� ►I-�5 U Up-Tlc��l ,d,iUirX-r .,n/au 5 ,.,..,..,., .... ice_ i�l U I ST•U�5 � � SYv P SVA L,� S Hcvv-I ci-­I �t-p-►-a \ � --- 2, Iz�r�� Ta dlr✓i �51O�� Na I-lar�.� � ❑�i� �s I/�, � 2�3 • � � N n P1 M 5 1,9 t4/,tam pU Iz-Po r--S W H a,g-r,- F3 rzi6,t, s ,� 1✓ 3 ' I o'' 22.1-011 i 2 p.9Jp.6,�►-�T A sYuP WAIL , 3. �T 4 IAF - q- M 0. 5. wNa� STUB• ~ �� _ � II I , If 1 I I I II 21_�il I l' 711 3 1 a I I 7 4 I 4 i Int, I M 8 \.8 A C 6J 3 ' Piv/aj p F. OF �U 9 WA To ANT►0 +J I u A A N a ?f�2 13 8 .�-p u �� �115T01P5 � Q� � � BREAKFAST clo Gmi Noa � mor-1-r . 0 3 b at b _ ,� �- - 4 ,'� I � � SN_ _:_� \ �- x8 15 Y-4 I�•T � I IT HENc_ - Q____._ EAT ROOM o q -a U a _ r - - - .__ _ MASTER BEDROOM , .q GAR GE _ _ I - plM6,01 Iv 5, µoY - _. _ - F"VF•��� v►TlotJ- _ — ___ —^ 1W T�3 n 0 �3i�pl► �I �I, __ r _��. ._2��� _ �i I �I� - TI �v - ���---- r--��-_ f_ eloa IZA 5 P TRY 15 i Q _ Q LAUND Y wA SET o I� w, PNr`4 5T'1191 4 P5 - s �- U '� '' -. ' -ol' 1 Pte! D� 1/2 ; - I - - - �H _ _ — - E �_ -m w~- ---, r I 1 �..�.0�V-� 51 H I CLO ET S I P� f` I X 13 I p I- I 5. (, .��►a. G1�UY �113 8 �_92. - I� W/ 0, 5 . G� o� G,M.U, 6W T ,o I LL — !b > _ ��T MASTER BA�'HROOM 19 - M DI ING ROO STUDY / _ ► - p -- — - �— `� 3-0" lap I t �' SFO ER II .GUEST BSD OQ I- log Q - OA A 6 N rzi I o I T 7CL 0 J Liz I 5 ► `! a P CH - � . - -; — m LL U co A ' o Q Z DRAWN O II JWM oll � i_�u 3f'4'' 2i_� d �3i_�u �1��11 �t,�,l 31_ Ii I � � I+ r 3 � , 1 _ I� ►- ►I H K /1 � F u � 7 11 I ^ ��,�II 1� �II �,��I� -- _.. �'� ���1� 5�_ 3� ' - �►' _. __ 1 III JA iwM A O rto �• 5• r�� d� ��lG K- 7� ��1�,,�, To 4.s ��� O� t�I�IG�. � -.. ___-__ �--_ N 3,1993 AL F. AS NOTEDJOB V AREA CALCULATIONS q v FIRST FLOOR PLAN B FIRST FLOOR A / C. SPACE 1,$36 S. F. GARAGE = 549 S. F. MAR 29, 1993 a _-T_ � .:SECOND FLOOR A / C SPACE .- FRONT PORCH = 3 7 JULY 2s, 1993 V SC/ALE 1 / 4 = 1 - 9 595 S. F. AUGUST 16, 1993 TOTAL A / C SPACE 2,431 S. F. /� SEPT. 3, 1993 4LL + ` SHEET 3 OF *� F i� A n r-i r n w ao N GD 1i M n r C ,� I I I I II I 11 � I I I I I 3 14 I II , I I � A 8 u c . -`�4 •_ 5 - �� �T � rz �- r 1 TH I r I Y w l l��ol I'�II� I � � ►_ loll � `S1JON JONS BEDROOM 30 ' C ILDRENS _ OPEN TO BEAT ROOM BELOW -� BATH 1 N VATORY 29 = 31 CLO CL o T I UNFINISHED ATTIC Q HALL NO 2 33 �� F+ -- m 2 = INEN 24 CLQ L -� L�,►J�4 PR'( GH I)T� Q �s 4% I I I_ o►I - UNFINISHED ATTIC I -,r - - - - MICHELES BEDROOM m - I I Z OPEN TO _ J oi 3 - is FCYER BELOW - � a IL � O _kA O -� IS: Fc a Z m O w A► _ 1 W < +-r V� � 14 O I I DRAWN Q JWM Joe N K Q ❑ � "S11 -Z 51"V JWM no NYE 0 JAN 3, 1993 SCALE I it AS NOTED Joe 0 B nv MAR 29, 1993 co SECOND FLOOR PLAN 10 JULY 28, 1993 U _AUGUST 16 1993 cr SCALE 1 / 4 = 1 - 0 13 SEPT. 3, 1993 O SHEET OF LL/ • / 7 1. ALL FIRAMING ARE PRE-ENGINEERED_TRUSSES UNLESS NOTED OTHERWISE; CONTRACTOR n SH.AL( SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY AN � ENGINEER REGISTERED IN -THE STATE OF FLORIDA, PRIOR TO. COMMENCEMENT .OF FABRIICATION. CALCUL.ATIONS`SHALL INCLUDE WIND UPLIFT LOADS: 2, HEADERS SHALL BE 2.2" x .10" OR 3-2" x 8" (MIN.) UNLESS NOTED OTHERWISE (U•N.O.) 3. PROVFIDE'THE FOLLOWING SIMPSON STRONG - TIE(OR EQUAL) CLIPS AT ALL ROOF TRUSS BEARING POINTS: N ao 1-H5 CLIP AT TRUSSE$WITH SPANS LESS THAN 22'-0 � 2-H5 CLIPS AT TRUSSES WITH SPANS GREATER THAN 22'-0"(ONE INSIDE,ONE OUTSIDE) n -LTT19 STRAP AT GIRDER TRUSSES 4, PROVIIDE SIMPSON CC SERIES COLUMN CAPS AND LCB SERIES COLUMN BASES OR EQUAL ~' AT A!!y EXTERIOR 6" x 6" POSTS. 5. CONVENTIONAL ROOF FRAMING SCHEDULE FRAMING AT 16" O.C. MAX. SPAN M 2" x 6" 91-01, 2" x a' 120_0" 2' x 10" 14'-0" �W 2" x 12" 16'-0" y f~ v w-� o , N CEJ CJ Fr u I 10 / 12 RR S6HI � �Y N o T I Y I10 / 12 R.P. o � I � I N I c i I I Q N I I - Q I I I N 10 / 12 R.P. I o I i I 10 1 12 R.P. 10 / 12 PIP, 10 / 12 R.P. 10 / 12 R.P. 10 12 R.P. 10 / 12 R.P. Zj A z I I � a J a N I OL. w r — _ Y GENERAL ROOFING NOTES r- LL. m c� 1 . S H I MSI L�� A,� r-I Pa -R-�l p•�aa � I I-1� �sPH�'-Tw (� °C 2�a0 fa �+-�SYp Gd Lam - D�RI�- �► �z,�,-� Q "� r N _ a fi t t 4 t t - 4-t t.+ t t 2. 61 u TT �,� - I.tJ M C�'G► 5�'r{I. �LOF�-,-W H IYf- co +--I +4 ~ 4-4 �i 11 l povti/N S PQ I��'�, - �L_LJ M w F !.1 � 0 - Ga LORr W H I Y �� O ELI - Vp.�H I �6i �Uv M ��� i GoL-oF�- �o z M P.'rGH �ooF SHI H(5t rte, DRAWN O ---=- ps PS JWM CHECKED JWM1 GI �iz- A =' AUGUST 16, 1993 0 9ZALE ~ AS NOTED 2 JOB too ` REV ROOF !PLAN SEPT- 3, 1993 Z O SCALE 1 / 4 = 1 - 0 Ca SHEET 5 OF /F /� 0 = - MATERIALS COLORS n SMooTH 5rT 6- N 1 M 1-� --- IO �, �-I�i� - �/oo17M41.v I�dlz.trr�-�NS�� ��7� ��Wi-I - G►R�f I >r ik s H UT' H I rl"-51 L, 95,5 - --=-� 51 f7 I Ila - S i-�I oof"H ��!�-I�a tl T�l- v✓°�'� lo Ga�� (N,"-w.,1 61 Fz-^ «a VA-F7- PH/°' l•Tw 6,5�, v/H I-T r-- W1 W1 I J na W,� - i j �T,4-U, I r-4,5,0 t_a'r�.n 51 I- 6;�r 1. V J kJ4 0 f:w-- - F p.�Ta Fz-'r �5 F7 i fa a I > I 5H uTT�v7 - Woon F�-1 �� 4 � v�0o D V,a..i T► G� .' OD .- - --.�� �� I ���i.i•,�r-� �-a�s y�/a aC� ";�I f`•C - Go L,aC� W I-I I"-("�- # 1--i-T-1 U a� PDSTS He2L'1 --pI H6f5 EEOvv I T H .6-PP L I P-P WP T'fe-i of W I �-I Xw TF -1 M - cn El Li 111:1 - E1�l U EL1 - 1 r tJT��RS �-r 1 DLJ•1-.5r>oLJ 5 N P Q�1�_ - G�'� WH I T� V - -- - _ — G -I I M I-1 �-�' I JI oaTHT u� v�// ���! a, EDEllGo -it W�4 1T� W RIGHT SIDE ELEVATION SCALE 1 / 4 = 1 - o -"m ------------------ HOF- '^J4wp p►I-lr 10 1° �r Z ! _ Q / A A -o w /q�I , {-�(�.T vJi �1 Gnu/ ti W cn rI�A. Zola _. /._. _ - Z � _ ��� ���L 20�8��4�1t-1a �l. 2�!p ��{o�1D � a FLATT 4" --_ — ___ _ — _ _ I.- 1'9 -4 . It Hr@ DINING► � K-1-re-H t F-L , 1E54 �- 1 FL ti i, r. _ __ -- a4C�aG�01� - 1� 4V1 NGI m Elw - Holz. WO `S'I C�?I qG w n -1 F1 IL 1U - c) F111LLI N 4 L4 11 00 +-4 � i1 5{ z zO WM rL. � ppr OND 10 1-0 IJ L Hr1., lo 0 �i ri, PP164D �I RT r�� JWM11�H�til M Erb Z = DATE 4 JAN 3 1993 2 x I© Woo C2 -r�I M I�!✓NTa-1- MoU L'o l f-►� v�/von 15T�S / G r--P -9- PONS -- AL �- �t-1 p FA�,I LL I f 4eJ WITH fi-PF21.1�D TRIM 0 _ AS NOTED ' Woo t7 L� I G CC FRONT ELEVATION P F?-1 6 4 e- f;;'l r�e REV 9i{ MAR 29, 1993 O SCALE 1 / 4 - 1 - 0 JUNE 22, 1993 AUGUST 16, 1993 O i SHEET 6 OF , � 0 O r'1 -rH e---,-r H j P • w lop C7 -- M -- ---- - - �-r i How- _ six cl T ON LEFT SIDE ELEVATION SCALE'_1:./_4. 1 Q 5f�lovYH �TiJc.�o � __ -4 H�.. ^,sPtdaL-T skIr4A1,;;rs . - .Noy., �n/rop 5+nl Nor cn I ,► �p O - _ _ _... � -__ ._. _.. . - __�.- - ' __— - - -- N o�z.ot-lY�-I- v�/000 5 I �I ►�.raJ IeTN � 10$/411 z • w nom. i J r (� ofIHcl ��., m Z DAAWH 0 iwm Lr OI 4 � 4F-�p� CHECKED77. 11] O I✓Lf Ia oI �l- 61 61944 w U4 iwm _ , IK G �I;F� Vii,,' DTE A Z AUGUST 16, 1993 O am- f oPE-�-I I AL v _. AS NOTED REAR ELEVATION . JOB P40 c REV O Co. o N f3 U. 0 SHEET OF / 0 n Tit r n w N M fir v u b ` ] C4 N .w 1 ) CJ H V' � Oti . B i 9 ATTIC z a a CH LES ROOM i �� ��A-ro�M i i �� Cn JON JONS ROOM GREAT ROOM iL r - ui m V d INI G Roots u - - co KITCHEN - a- FOYER DRAWN z JWM ° _r =74H D _ F JWM A K-iTcHe f-A i r� L _ � o JAN 3, 1993 _ AS NOTED V BUILDING CROSS SECTIONJuts NO Q BUILDING CROSS SECTION z 8 MAR 29, 1993 . SCALE 1 / 4 = 1 - 0 SCALE 1 / 4 - 1 - 0 V JUNE 22, 1993 U AUGUST 163, 1993 SEPT. 3, 1993 0'T O . LL SHEET 8 OF � � 0 ; I T � �T" N T t��tJ�a �1 � � 11 .. IJ �I I� I �� � r T � � F2- - I Ieq ] to v WOO p ao goon TRS 55��� 0 ao M I f ��'i�o a POOP �STH I Fi� I..A• I N 5tJ T' o� • � 5 � I ��Iz..c�I l•p-55 �� �� ��otNT S� 0) tin rNP.�T , P NUt t=ip RSD P R�gP KI�o�.K.Gr vV�I �-1 fl 15H o*/F-+z- II , M V'�O�Z1'� � 1N,�, II �a. G. I/'SII GtYP j3D• GSI L-I N� 1 7116, D• 5, Pj, SH �.rH I f�� 7/I � D •��- ►g�- �t�' H L�FSP..-iG�•N I� Gl.l P � Tf`��a Ia� .311 I ►•�Sv l-,�T1 oh-� ��PR��IZ GOh--I`T"._.��2 �L.�NI �,p►�/�. 17F�.1 � �/� � . r Pg I H,PT-I M . .. I u. P CZI MTC ► M f•1 .1 L-�D To 5�,, 12 •. Lj 5 Io-o 3 PI,�- H -Prr�. wl 2 ��` -� ,�•�.LJ N�{ ,N 1 f-.I G�.nI �rz SI-H�Dt1 L� � �, 9 C� .N,IJ M F1. sH I H CSI t Z N�� 5 I of �a ��►� �� p _.- _. � � ID TF-4 H } I s I til C�1,�• 0�46I M 6Y�-. O �{ A LJ •f�Tl , ( WIN 2 W U i- r i i-4 6J 1. T n, o�I Gr✓-BIZ � �t� I _. - � ,Noon 124 Ms{-�N1-4 ) n ROOF EAVE DETAIL - I 11 31, 2 _ '0y.r `�W0017 6il'l�X17 a-I l.EpI 0713 L 2)4 J T� L.•p►T� 1 9 SCALE 1 1/2 1 - o �'1 rH R•d 3 41�-r� �.I.,,voop SUP��I.�F� I-II �' I I PITT 1NSd�YIo� �i � '�-.�� �I✓I r-I� 5�'}I�-U I r-O � x,6.1 L. S H I ►J L✓ av PLoc'� `r'9-0'G4 15-4, 0 a, - xp� SMoaT� woop 51 CSI f2- 7/I�II o. S,ps SHEWHIIJ6+ 61 Flo lJt..0l I-II rl-�,SH I ►-aG • v�/odP TRI M .._�� � 1 � GI � P�I� �T•�-I M f-1����� rt� ---�a.- �-L..-I- II 1P P fzl M i" I r�i I-; I �.�r� rd �I wt N/I rl r� 4 • I I f�wTT I►�50 L.Arl o[4 2 4 I /211 �uvar s ► T �- 5 I N(5I L.C-1 H L)SCI f✓t F-TAI1. Yq I j� P:pvV Ur-1 Ir I H 6 d L A,, 5•D �4TCHE W/ 20 r WooD TFz1 M A-T w I N PmN 2 �C 5 P \A/oop �1 L-L- 5 M�-I -5MA57-� WOOD, �1DIH6� 6%-15fz- P-L-r o -2 H T I z arJv"5 � llvllo, r. O cn 114 5 v LP-"rl o N EYP P cr >✓ "T j1 Gar!G 5 LP•F.7 �rI w C� ' f•' W cn � n ROOF EAVE DETAIL1 m p. -r", �.� � •n/o�D so 1.� PLAN 9 1 - 0 W/ 'Ar,4c"HOF- p oLTS C� q 1,dl a. J J SCALE 1 1/2 15 LI � a 0 V✓ V / L� 11 G4N1l� �LAp' //� ��J _ r_.�-�r � I r-�__ n � it .. !_� Z CO )C fD I �' `/• I ' 4 W W 1� v of L ' r I v y / / -1+ {✓r I` i .. DRAWN coil-> \/15QLjp-�w �/Arolz - • d� - ------� �. __ � 5 o� S i•� a� f a JWM 1 -),4 �,TLJo f:-,04H WITH H K O 0��P. Jr o, s �p,�� ar-G, M.U JWM z °D• D rr o °, , o ' o I I v f-1'p I--I 13 L K- JAN 12, 1993 bs. •o .o o� AL (4II doll � I f-I�. �01��. ��G1 AS NOTED d WALL SECTION "' �t �"�" 368 iz cc K�A TiTS 3�1' i�-I SPP of r� REVC�, 1�1oi3 z 9 SCALE 3 / 4 - 1 - 0 O SEPT. 3, 1993 U 5 : T` V CE-r-- P.,U 11. P I I- (s, w�,�- M�'(" �>=• 5 U T I TL1 T D �d 15 L.P• F" U T a� L. � , o SHEET J OF / t . / z n n I�c-�� S M I I-II L�� � pD►�M�F� ��'/af-I p I� w IQ . N 00 N M w n r. M a 0 32 �.Lv N� ��-P-Si•-I ► r-IG-t 5/p EYP, �,[7, Gam, v!/ � �p o /l p .. o L,► P I,owl I-!fa P��,1 IG-J q �! _ I O5 to la, N x'A4 sloop TY-1 M .. cn � a ')-)t & G �. I L I kI 6r JOISTS 1&10, 6p � IV 10 rELEE; 8E RO O. 4 a V LA \A//1 9 cq vel," Got-�I Lj &,)4 (!�p PC�Sr U �/ P�-Y�✓p rL'00F lµ� NSI U� A►� 61 L. Loo 0 1 3 - a� � / �� el t.lC� �1,�-I I. v Ulf P H `� - ��`I�-�i CSN ►.I�TI�1 !I o - —► 121/* 8 167 • , w I TH --- ��- /�-rf-•PL��f�l ��-P ;ccs -- II 3 p �/ vr/aQp I✓ICL r5 I-IGK w rr" 12" b�I�Y►`�� wavp �M . � (�,b,t_!�, M�� �`�G IC- !YIru7- I(� o,r. fz7" -3,2jo,o. Hd �• I -�}�� 9� FI ,-4J6G _ 6x � � Po�T � - I ���� sl'SII , WITH �0Y5R e-OF4 y — i till �� s 5/9) , GUS. 0 ��T �(.-� H T� w� IY I�� O 5T",i Iz, e�rAl 9, SHo\A f-I 1�4 -n4I-� VI �\N s-A HeaPe-fz- 7t DINI GROOM . PORCH ►I Z os. � ��- MT' s( � q-x � PQM s��. �1 ���Y►�►�) � 45') , .I !► 3 �L - ��z o� 2 � 4 � Przr4,l� (6UTTOr rt9 -� 15l.o� #1� �HQ�n/N -� �-AaT SSP r-10 �H I=p �I Caw v/ �j!I o0� 5 - cn c4. C , Dv�/p, v f-!ra t.• -� r!-gyp' v V�lOpC7 �11-a W 0 o o �O X CA! PAF- F'OS-T - , c�1 ►! H x to 41A,p �' I�- I I T'r I 451d L_ • �!!��G, �L�e -74, ? OT T° 5'�� acv i= wp. 75Y C� w w I,4 w w I A - m a ZZ A1146,a� 9.94 ...� w ! a I I I M 0--rA-L PO ST' S ir' = " Le I j ui CL 06 ISH) o z � � �8 ' '` Ifv �M � irl� � � L.q !-o � iwM Ilko ' CHECKED ' I Got-I r• F-r-.I f- F, JWM '/4 10 S�Qa 5 p--� CJ I.I A I•l ATE Z - -- SEPT. 3, 1993 0 1SCALE ~ V T, � x � b�K-I Nit � �i���Ii� I�� AS NOTED � . � :lJ R •p �" P 7, Z `I1�I� �.ao� ..�Q I�r' f ' '_ ; ' . a �i L.� GI�-i• vJN� oe NO ° °• '•° J �- 1 M IH 1 I � I-1 0(� 51AA 4 iL HP-1 L,� o•o b . lie •°e !` f -1� V Vr •d• ,.°PoP° a -o �• YJ ° REV /]T P ''/ ` ' ���') I ., �: off• .�•:°o. N � � : .•..o •..qoa. •.�• z N""" 1 � I 1 1 ��� ���Y�'� I .v4t � Y •o. • •[7 �s p O of - 60T 51F-1 �}GI f �� .� v \14 P,-r- Y- I a.l B .__ .PARTIAL BUILDING .SECTION THROUGH.-PORCH_- a Fz� H<si rN D � o 1 Q SCALE 3 / 4 = 1 - Q i SHEET l o OF O , . z NOTE, near t b. "(Celing heights" are..,to esneh" no fractions given) ,. F ISH SCHEDULE All Windows (except "B„ & " All operable ll. are:) Alwindows: _ � n 1. Metal 1. Have :fiberglass half screens Sp ae p B SM 2. Beige in color 2. Tilt feature> pace 'Name Floor ase Wall Ceiling • n No, 3, Have muntins 3. Dual cam locks - 4. Insulated glass Material Finish Material Finish Material Finish Material Finish Heigr • 5. Davit 6. Sing hung or fixed �{ 2 c 6 deck., Brick Sealer- oT?ltmBD smooth 4 Porch ' deck paint . � painted. LQ'-1f)". W • Foyer- w pre-Rfin wood paint .BD paint GYP. BD . own vaulted 00 knocStair hall own N woad pre-£3.n: wood dint GYP.BD dint GYP.BD down vaulte e� Dining woad re-fin. wood dint GXP.BD Pw.ct GYP.BD downC $'-O" M er Study/ guest bedroom Carpet manuf. stood, paint GYP,BD paint GYP.BD down 8'-0" WINDOWSCHEDULE Guest bathroom Woo smqof �T �� ` Ce .tile non-sly centile dazed wa rtsco.t paint. GYP.BD asnted 8 O nock Great Room Carpet manuf.- wood paint GYP.BD paint GYP.BD own vau.lte • Mark Size Style Remarks Kitchen vinyl factor wood p Y Y Y paint GYP.BD aint we GYP.BD own 9',4" Breakfast nook kk n vinyl factory: :.wood. int GYP.BD a:int/wc GYP.BD downk 9'-4", M Pantry vinyl factory ,wood paint GYP,BD aint GYP.BD down 91-41' knock � A 2`-&'r x 51-011 Saki. sin u _ B 1'-0" x 5'-8"+ --Y T Laundry vinyl factor wood_. paint paint GYP.BD own 9'-4" _ fixed Door si l hts- millwork Y Y - P GYP.BD P _ k C 3--0 x 6'-�0" S.Ei. -•_ Garage � concrete painted -- - � �bd. paint _ GYP.BD downk 8'-6"^ - -- Stair - oak trds knock D 2-0 x 5-0 S.H. carpet urethane wood aint GYP.BD paint GYP. D own- _-" , yarie_s E 2-0 x 3-0 S.H. f - Hall No,2 Car et manuf. . wood �i�nt kkaowil _ ._ $_ -Olt b F 2-0 x 2-4 S.H. - _ Bedroom Ill Jon Jon Carpet manuf wood paint GYP,BD aunt GXP..BD_ downnock _ vaulte . .� * * G 3-0 x 5-0 S.H. Bedroom 1V Michele Carpet manuf wood paint GYP.'BD_ .paint GYP.BD own Y vaulted p H 4-0 x 4-4 S.H. Egress window -� Childrens bathroom- lavatory Carpet manur .. wood paint GYP.BD paint GYP.BD down 7'--O" - r�onws g aze -____ knock - — W I 4-0 x 6-0 S.H. Childrens bathroom- toilet area cer the tactoiyp cer the factory GYP.BD� paint GYP.BD down 7'-�0" r � J Not used �- ------ - Linen closet Carpet manuf, wood painted GYP.BD paint GYP.BD down 71- --- --------------------------------------- K '-- K 2-8 x 4--4 S.H. This must function as Egress Attic over garage plywood unfipish d-------- - -- _____ __�_,_ _,�_ _____-- _ Master Bed knock 1, 3-U x 3-0 fixed room Carpet manuf wood paint GYP.BD aint we GYP.BD down va y ._ __..__._.._ ._.- knock � M 3-0 x arched (varies) fixed Master closets Car et manuf wood a down N 3-0 x arched (varies) fixed T Master Bathroom r�on-slip faazer- GYP.BD aint/wc GYP.BD down vaulted cer rile actor cer file 0 2-8 x 4-�0 S.H. This must function as F. ress _ � • Attic over BR 11 Plywood unfinish d - - -------- ------ _ ___�_ ------------------------ P __ _ P 2�-8 x 7 XHd _ Clerestory lite above entrance V x 1-(Z_ door - mill__work N - DOOR SCHEDULE -- Door Size Thickness Style Elev d Remarks _- No. Y 1 3'-•0" x 6'-8" 1 3/4" panel A Millwork entrance door w/ sidelights .- 2 21-811 x 61-811 1 3/4 panel B 3 2-4 x 6-8 1 3/4, panel B 4 PR 1--6 x 6-8 1 3/4F paned C 5 2-4 x 6-8 1 3/4; panel B 6 2-8 x6-8 1 3/4k pocket B 7 2-8 x 6,8 1 3/4, glass buck D 8 FR 3-0 x 6-8 1 3/"4F H.C. flush E Q Q �. T 'Y '�•7 9 2 -8 x 6 -8 1 3/4+ glass tiuc 10 8'-0 x 7'-0" factory scd Overhead F 11 8'-0 x 7'--0" fagttoryy, std 0rverhead F -__-- 12 81-011 x 3'-O" 1 3/4+ � mass clad/ G 13 81-011 x-.31-OF' 1 3/4 G NL 1 14 2-8 x 6-8 1 3/4 panel B Z �uWYINs 15 PR 2-6 x 6-8 1 3/4 panel 16 2-8 x 6--8 1 3/4 panel, B L� 417 2-0 x 6--8 1 3/4 panelC� - 18 2--4 x 6-8 1 3/4 panel B - 19 "--_ 2-0 x _6�8____.___-_--------__- 1 3/4 panel C -- - - ------ W V - - - P .J _ 20 .._ 2-0 x 6-4 - 3/4 � aluminum/ H UU 21 - -PR 2-0 x 6-8 1 3./4 panel 22 2-0 x 6-8 -� 1 3/�y panel C 23 PR 2-6 x 6-�8 1 3/4 panel B 24 . _ -2-8 x 6-8 1 3A, panel BLU SOL-10 Woo17 MASON LTF MASoMI,� o 5�3VC:�C zs 2-6 x 6-8 1 3/4j panel 8 � . 61A PaN� -6 IX PAOAt» ��4�►S 2fi... pK 2-6 x 6-$ 1 3/w � anel _ B I C :) p 27 2--4 x 6--8 1 3/4 panel B _. - -- - -- -- - n 28 2--8 x 6-8 1 3/4 panel B _ F- " 29 2-4 x b--6 1 3/4. anal B J Z C> �- "' P // 'SGC� 3.0 2-4 x 6-8 1 3/4 pocket B _ = n. 31 2-8 x 6-8 1 3./4 panel B ---__--__.. _ - -�_� ❑ W le 32 2-6 x 6-$ :_ 1 anal B _ -..-- m S � � �` - 33 3-0 x 6-8 ._ �� 1 3/4 panel B _ �_ ---- -- _�-� — W C� 0 �vi.L.Ov�t �Ka d�1.�y-F-�•A 6A�rZAi*M POOR `MMF .(5 LASS -- —� �_ - _ _ _- _.�_ DRAWN 0 JWM � �""r�.:� �A/ -------^-• - _.. _ H KED JWM c o Z A Q SEPT. 3, 1993 AL ~ AS NOTED Joe NO REV Z O a __ _•_-. _ __ 9 0 N LI. � SHEET 11 OF � A tp I p >,I n CEILING FAN (PRE1.WIRE: ONLY) - INCANDESCENT FIXTURE [ J PRE WIRE � # `�L�i DUPLEX RECEPTACLE � � / W arc 0r ��AGROUNDFAULT INtERUPT CIRCUIT DUPLEX RECEPTACLEF "1 ��G i f i , , go DRYtR RECEEPTACLE.GROUNDE:D I :<�� ?, tl /'� N RANGE REsCE PTACL. GROUNDED GROUNDED DUPLE RE cE:PTACLE: - HALF SWITCHED / �''"' ' n r. TELEV16ION CAEHLE OUTLET d / TELEPHONE OUTLET JUNCTION Box T o . $ SINGLE POLE SWITCH + 421 THREE WA WITCH + �2 Y T " >� _�..�- - I � WALL MOUNTED SMOKE,DETECTOR �I/h�'( \ ` � � 5 � "4<�W DISCONNECT SWITCH, NON FUSED W.P. WEATF-IEwRPROOF _ GRANGI-{ CIRCUIT WIRING - CONCEALED I J x DIMMER SWITCH e �42'T r LRECESS INCADNDE;SCENT FIXTURE N r�i RlrGE88 INGADNDESCENT FIXTUR)~, W/FAN. I I FLOURESCENT LIGHTING PRE WIRE ok.r A ani t tV I L� IGI�IT ~t ;?rF. ► C7 _ V n TO Svc tT�f{ • �Lam/ SECOND FLOOR ELECTRICAL WIRING DIAGRAM SCALE 1 / 4 = 1 - D r I ' F. Lt � �f y�4 \ -To e4FI: cc .- � p-5A-5 &4 14 \/E I _ rte r, r / — - 4-- 01cl) _. t r�l -- / ±mf" J z V a J r ��• _... I \. rata. PRE 4. I V i I i rrn II r , ~_fir W I �cn V) F FL6oR ELECTRICAL WIRING DIAGRAM - -` - -_ - ° MON _--_ _ '- SCALE 4 1 - -0 , , \ DRAWN O CHECKED � Am --------------- _ _ --------- AUCa•UST 16 1993 SCALE AS NOTED _-- JOB NO REV w r 0 rn O i LL00 SHEET 2 OF / O / z ... . . --- . . . _. _ . " . .. - _ I II. i . . . . . _ . . . . . . 1. 1. . . . . . 9 . ., . . . . . - I I . . . A . R.'" SID' t . . . �. . .. . . .. . . N � . . .1 . . I . I _ . . . '. ., 1 . . 1 . ... . .. .. . . . - - . . . . v , I . . . . , ., ,..� . ., �' . ., ,.:,...,.., . .�.,� '. . .' '., I . I, - �. - ..''. . 1. � . ' . .RELATED I .. .NOTES . . - . t, "o, .�- : . .E , " wN, :` 0sN '0`%E. . . I I . . . . . I ur. . . L �•el r . I . . . A � . ,. ­ _ � , . . I. . .' '. .. . : 11, � . I. ..-. . .. .. . .. . . .. . . 1 . 1 . . . .. I 1 ,� . . . ... .. _. .. I 11 111 . . , . :, .�­ ,, . . . I ­ � . .. . . I . . . . . I 1 . I .. I . . .. .1 1 . . . . . . : . . . . 5 .. . " 'I .: I . . 1. _ . . _ . . . I .. . .. . I II . . I I . . , I I . . _ . 11 1: . I I . . . . . .. . . . . . I I. .. . . 11. ,. ... I . .I .. .I . . -. . � . . . . . I I I .. .. .. . .. I ", . . . , . -I i I .. I . . - .. . . . . - . . . . . . .. . . .. 12 _ 1!:� . I . . . � . . ­ . .. . . ' . '. . I . . I f . I . ". . ' * ' '. I'. r . . . . � T BOUNDARY SURE BY H. A. DURDEN TE IN DATED 1 r - . . N. REFER . 0 V .Y & AS,SOCIA S, C A JULY, 29,. 992. . .. % A ► BEA - . SDA , . z 1. ' RTO TREE SUR1/EY BY H. A. DURDE & ASSOCIATES INC. DATED JULY. 29 1992,. . 2.: REFER. . . . 1 . I . 9 3.: :REFER TO LANDSCAPE SHEETS:L 1 &`L 2 BY POWERS MERRITT INC. W ITHEN. U a ,1 1 . - _1 ' $ ! R C)'"OHN W AND -,AR,Y ,l wc , MERRITT I r � I ..,i . 'A. I - .�' 0 . . ..M I . . rb . . I I . . � I . . . I , . . . . . " . , % I I.. . - ...... -3 . . . .. . I . - 1. . I . . - . 6 1, L..I . I .. : .. Fs - _­.� .. YI . ..] I . . . I I .. ... .. .. . . . I. . . .I.. . . I I. . ... . . . . ­ . I ., I . . I ,�.., _ ' ;., ,,�1: 1,4 N . - d h .: . . j . F,,, 9 `I . - . Lu w JOTiN W . MEllf-1111T. A. I. A. ---- .. .. . . ARCIiITECt � -�' . . %we ❑ ❑ r � :i . < v . >. , ~ z U I D a �' I �� �. 2 _ co . . IQ , ! 1,,, .tl t . . . . . ,. N �' L �4 a & ,�, �' , rl . I -.1 .. . IT � � - f ',�1,r�"� INDEX TO DRAWINGS "" . . � Lf V � � = : + a M ►�. �w ® , LAN / INDEX . . . ' w � 0 SP '1 : ARCHITECTURAL SITE P a i ,._ I . w - - • '- i:. . C, Napo 1 y 1 � o . �_i . . L 1 LANDSCAPE GENERAL NOTES, `DETAILS j , I sem„ amygq at ,r ' . 1- `x , .r a,�,„ „ � � N� & SCHEDULES �,,.,ri . r� � P ' w ��ftv-4�au �. L '2 LANDSCAPE PLAN g �p yy . ry i P Gi0l , -1 GENERAL NOTES &.SPECIFICATIONS 4 r . ""*"!r* mxmm . a �. 1 ; . � 3*go .,• F NATION PLAN AND DETAILS . 2 . OUI 15j , w C 1' �gks� ; rt 7.S FT. SIDE. q �.r,,. a). �t RD SET nqW4 le I (� w . , (CITY & O ANW,A BACK, 3 FIRST FLO R I . 1111L° C�.�a� ����� �a, ;�d ;,'' � LK) 4 SECOND: FLOOR PLAN =/ - :� . . w7 Y t v 5, ROOF PLAN .) a I Q °# �AK � XTERIOR ELEVATIONS . :::: . B. �� 7 EXTERIOR, ELEVATIONS. i ^� �, a ! 4, �-1 "t 1 (0A , 8x sK K t1ua . B BUILDIN CROSS SE TI N1 . f w-. .%.,t G C O S , '� �..�� irx# � � � + U . 1 9 WALL. SECTION r' ,M,., u . .. �: �� 4-.i ',r 1 & 1 .: PARTIAL BUILDING SECTION I., t; , ' . . . . ', . w . i��. I H w -+ 4, ( B: r THROUGH PORCH .. . . 4 �­ 1. Ifs . U1 A .j �v w5) i .a (; 11 SCHEDULES. INTERIOR ELEVATIONS . 1. ,I 11'OAK � � '�, 1� .. : I . .i . .. . . . . :Z1, "I . 060 . \ . z \ i � 013' SWEEP Gtr CD1 . -N. /I \,% 6 1 ri . 4 . - . 1, , . 12 ELECTRICAL WIRING DIAGRAMS. . .. . . . .. . . v V Q + �` 1 . r �^ . . .. . . W . . 0 ta, OAK . N OA "�' + . \ SWEE /'N . . 1% I � . . I . I . 11 . . . : I . - ,, `>.�._ 1;1 2 A . .�;y ;�'rj ti\, ,- t , . N E.' REFER TO SPECIFICATIONS, SHT. G :1 4 :a r' K , .� oT . ..:__ . .�. w } ,, \�.� t ; AND DESCRIPTION OF MATERIALS .. ,'\ `� ax " ti w FI. C "'" . ' I ' ��,. ,ti; 0 i .�_._ I 0 .. 'r.Y .Mab,,,, .. / ! I r, 1 . f �x f \ a CL 11 df _ " , . I r 4`'Nu i I t11 Ak A" V. . 14 4� C,k >t w}':�,h3W`,,,,W , I �` 1 iris Cd11w+(+11Y4W f Mo #1i}'g ��'mut e�.r� '+ 1415 J:ktl� � ` � O " ,,E10Pc . » off "i - . . . . . \ ` t . l y 3P vala• � ,¢ 4 hnv Viet . 1 . i. 4 '� w 3 ..w Ar.•ata At g t x ;a a>u wtl a ., Q I��PN�FF�G� . 1 . \ 1 I, r;. I . s a +w w a1 � fur . ¢ .�a. Lw a::. k # w11 I 111m 2Q FT. G ,� \ C a F PN 14 { f:y,, t:p �,� ,� x : ,,� a � SETBA K, (QCEANWI/ALI( c���.Qi.�°� .. "� "� r ,� � E OND t ;, �. 15 FT, S C ARY FRONTiA �� . \ A ( 1 . 2 , ' GES I CK CITY) � M ',"1., '4.,. :. ':::: ::�: ; :,wW4. _.,..,. ._r. _1.,. � ,� �' '" "�„v.�."w " i: I. ,G � ?I �, h :" i ::�:: " t� cry �,r �.., �,�.a,, t . " M wau„�wl�rw +y ire,, y q g . a \� r�,,A �``"".��� ( U. 1 4 ... ,,,,�a,.. w,m. w"nw""''"vw� 111;Ka„; _-.1 9. � 1 __ / .1 C �;}. ;1,111 {x " y! �, X. )Q ,ir I wM W k1 V"+f.F- a y[-� _ "" �w -,.,.......a. $U9tM1.11�or.:w+xvFw,rapY$ 4y. "'%w p..M t 4„ .✓ ,,. I � ���d � .. . l 1 +a�rW;nT: r •11.11 <C . - Yh`Fy h.NN y +,wa .,.,.,.y „-. , � 0.-"� y6,.-. • w«„ +hlWnry tNG46:ittitlty �° w - -._ t ..�� ,,....,. �w �...M..,� .d .......w�� '� i CK AND `�Q 1J ' r - F "`"`�`� �.Y- y.. •�.,.. ..�_ _. , w r SETBQ S SIDBygRD$ p ... .. .. . . q . 1U _ �_w" M� ..,.:. _ � �, SUR ER - ' CURRENT WIT . �w�_. w w.w ..,. w..w �....wM . y G H FRONT U w.",w....,.N .w,.��..M,.,.,.� _. ( " _. ,m�•-µ.'-- ,.,_w,hw,.,w. -�M....M.,.,�w,M.�..,�...-.,.....� . . ARD O� . �. BE . ACHC ..,.... CUM ... .��...w... .p � , , - Y.....-w- BR. 12 F.,. . . . � o . ' . ) Jwnn o N ' .i Dxt.mlgaly a, .1 : JWM i I .. . . . t .. - I . .¢ w AUGUST 1�,,�9J3 _ 11 . V,,,E a SSP 15 199, . . � . . . i �.„� ; .� � , � � A ~ .a SAS NOTED �t:{ �� Building andZonlr�g - . _ . _ P x 'i .X11 /f. Ir .. .. I . . : . '� U' W 4 . . s . . r � � ,r SEPT, 3,`1993 . z' , 0 t �, a �, . w . I. , - 3 r 7m,", ir.� ' . . a .' ,1 . b, ,r r ^y yl ,7 ^� r 1 I., ? r 7`' Y 4. .. r_... a .\ �+ � k ..r�z 'F.'' SHEET �;10f ;. . 1. . 1 . 1I1 ..-.. . . , .. .. .. . r ..'. - . .. .. _ ..: - .: .. - - . } i 1 -- --r'rv. �t . ....._ -..- . . . ., . . . - . _ I• I 1 �• "I , I .1 ,. r 1 ,., ;.._ �i r I iii. I r r; I i . - r' Y, . . - � 0 . I :_.. . . .. � l ' ' . .' ' .1' ' . ; {{ ,, J l nh SyY� ' l ! f ',. � s S : '- ` - - : - ".. I Y f fsr fr ,, ..,1 - 'i ;,,,,,:�;�-',_� 4.11 ,�' . .1 I . 1,- , - - . . �, ; ..: . . . -�?-�. �. ., , , � I . :. . .. . . C/,;;`; . . . . i, � . . . 1-1-f _ . �_, GENERAL DTE , , I - ; ., . . - ­ , _;,;'­� _ _ , �� .. . I - .J. I , . I � :, ' '.: ,_ , : " . � .. I I, .- .. .. - , :� . . . . . ,�,' , _.: .. I . , , . I . . . .- . � . 1 . .. . 1. t: V .� . 11 . . . . . . , '' . _ . , _._'_-_ 1 _ I. . . - .1% � . I.- I 1 . . .,, �,, 1 .. 1. Lt Is ex ected that a ro date substitutions of Plant material , . ,. 4 - 5. The Irri ation contractor shail•be res onsible Por conformin to all .. ,.. . .{. p pp p p 9 9 , .. .. I f with the"rntent to m 'rove the lualit and a earance or:the project local codes and ordinances relevant to the work:under this contract. '% ,, �-;, � `;. i ((�'� �j�j �j 1 . . . relative' to the availabilit of material and freeze considerations lneet , '','r,, rfi�.r x''11 ,,. �,,. y . . . A,% with the approval caval or the L.and'scap Architect. . All work adjustments and Inspections shall be subject to the app- 5.; , ;� A,��r c"� Ca caval of the Landsca e~ Architect. ; ,r %+' ;F °: , . AII,. sod areas shall be verified on plan and on. site' p r,. ;" < ;:��t+.y :: ;r . -I- The Irrigation contractor shall be responsible for all materials and f'j�1 3. it is the res onsibilit of t+�e '� pq : La'ndsca e Contractor to folloua a Ii p „��r p - p labor to Fuully execute and guarantee, as required, the total work shown 44y, a uideiinee� set forth from the Landsca e Specifications 'when provided,9 �=' p p, con this plan in accordance with the Specifications and Instructions of the r; t!t ' ti - r_� _ RiJBBER HOSE P - MIN. 1' t '�,a ��n p e Florida :�1 or beth r F lorida .fancy) a ;Lartdacd e Archlt�ct and/or Owner- WRA LENS N '�', Al( !ant materials shalt b m . - described in `Grades and 5tandards For Nurser Plants p ,;,, .:! yyA 'I z ` W 1. . ,. . Z m ,• WI TWISTED g✓ r r ;r i ti' 8 'The Irrigation contractor shall! verify ail quantities tQ aS9UCe adequate � DOU>3LE STRAND N2 � TW � " � 4. All specimen trees must. meet .the, s eciPicaLions provided-In the GALV. TURNBUCKLE rr,. y p p installation of the system. He shall also provide to the Owner a complete __ �f�, i `�: !ant schedule and. lana. An subst(ttitions Far 5 ecimen'Trees must y . p p SURvErORB' TAPE - EACH GU7 h ;, r ;, .�, ,� p ,and detailed set of as-built drawings at the completion OF the work. _ ._. _._Y..___.� REMOVE BLIRLAP FROM TOP 1/3 of k,. .. f i melt with thea revs! of the Lanolsca e Archi p p y pp . p tett. ROOT BALL IF PRESENT 5. . �,, d, . . °9. The location of the automatic controller is generally indicated on theY�`�- s' rtULCH ,,f 5 •':contact the Landscape-e- Architect for an ma or site than ea EARTH saucER z rp ;;,L p y j 9 plan, and will be specifically located on site by the Landscape Architect - o � r; which 'alter landscape beds or berming Brads. ,and/or Owner_ -- �, FI ` �' '^: 30' MIN LEW-5TH NI5H GRADE 2xd WOOF STAKE - 6. For mora s eGific Landsca e details dire?ct all in uiries to the TREE SHALL BEAR SAME RELATION TO ,`i , f r,, p p q 10. The Irri alien contractor shall adjust the radius and arc of each -Z-" �•` FINISHED GRADE AS TO PREVIOUS GRADE r �` "'" r A 9 y, r <., r i' i I" „ - Landscape Architect and/or the landscape specifications. . Ihead to minimize overthrow and to eliminate dry spots. Head types to - _ --- BACKFILL AS P£R SPECIFICATIONS , s '", . match landscape layout is the responsibility of the Irrigation Contractor. `Y- • - - - ro' MIN. FILL BELOW ROOT BALL J T,r f5 �p ; ' E'a' Overthrow onto adjacent sidewalks shall be held to an absolute minimum ��ti,�r �/ ! is �' . while still providing 100% coverage or landscaped areas, as required. The >= ` `' : . 1. `All site work-for rough radin of berms; planters, and planting -D1A. +` '; r . . . 9 9 9 - p 9 Irrigation contractor shall be responsible for the supply and installation of , p y ,additional heads needed to cover dry spots or slight variations From the --••2xDIA. ;; ✓`r,`� areas is to be rovided b the Genera I Contractor, unless otherwise �i�" ,f o s eclFied. b these lans. rill For all berms and planters shall be of 9 - r; ter° ; p y p �' plan. The location and arrangement of these heads shall be subject to > < r a suitable, sandy gradation which is porous and percolates welt, to the a rovai of the Landscape e Architect. F , 1 Insure. proper water runoff and drainage. Absolutely no pid6tic, clayey pp p �� t � I� � �,��� IFORTREE94'GAL.AHQvE> f �f < soil may be used in any planting area. Ill. The electric su I will be stubbed out at the controller b others. oil f` pp y y NOT TO SCALE r,o f ✓ ;� ,� The Irri anon contractor shalt be res onsible roc all electrical connections ry; f./ f a 2. The General Contractor shall be responsible For verifying the cubic From c giro! valves to the contrailerp). ,�.. . yard quantities of proposed berms or planter areas. ;` r .. 1 12, The Irrigation Contractor shall provide the Owner 4 Landscape Architect ' ' I 3, . All. berm work shall be under the direction OF the Landscape with complete 4 accurate as-built drawings of all work under this Contract. �,�` ::: 9 . Architect and/or Owner From beginning to final acceptance. ,` r 'tom a . . - -- SHRUB SHALL BEAR. SAME RELATION f r it 13. The Irrigation Contractor. shall Install Toro high Flow shutoFF valves (or Ta FINISH GRADE AS IT BORE To 4k w .. 4, 'The Landscape Contractor is responsible For all final grading or approved equal) at each head to prevent excessive waste from broken Irri- PREVIOUS GRADE qo . , berms, bed areas, and sod areas until acceptable by the Landscape gallon heads. ------- 3' MULCH ,� Architect, both before and after landscape installation has begun. EARTH 5AICER '' ,; FINISH GRADE r� +*, ', �. The. Landscape Contractor la to Verify sail condition Of all planting _- REMOVE BURLAP FROM TOP I/3 OF rr > � p�� ; . , I as to pH level and organic stability before planting begins. " ROOT BALL IF PRESENT a1 r Q� �" Recommendations, iF any, For improvement to existing soil shall be: _ -- - --_.. BACKFILL AS PER SPECIFICATIONS 9 rc » ,,, 9 submitted to the office of Powers d. I lerritt, Inc, far review and ------- �' MIN. FILL BELOW ROOT BALL `' ; : record before installation begins. IF soil conditions are Found to be CQ . unsatisfactory, the' soil must be amended In accordance with test -DIA• � r d' . . . : ., CeaUlta and recommendations. �1 x 2xDIA- ;.. 9 , . 1,`I. t. . '..r,,:j 6. 'IAny suitable excess material excavated For subgrdde or any other `�j,�-� �.�� �,L��� I � �� I� operation on site may is to be stockpiled and used in proposed planting and/or berm areas as directed by the Landsca pe.Arch] NOT TO SCALE . -1_- . . I , . . Any unsuitable material round in landscape bends of berms shall Q� be removed by the Genera I Contractor to a depth of not less than LIGHTING NOTES CJS DETAILS twelve (12) inches and backf"111ed with said aultable material with . .'reasonable- (601.) compaction. . SPACINGINDICATED 8., Any debris, such as wood, Concrete, stucco, bricks, etc., shall be 3/45PA A$ F __. _._...__ _._-_ removed by the General Contractor and backFiliecl with suitable mat- �" 3/4 SPACINCs �� 1i2 SPACING V eriai as described in Item *1. � ' -- -------------,--- TREE AS SPECIFIED - _ -- - EDGI' OF PLANTING BED ,{ . TREE SPADING CONTRACTOR IS RESPON6115LE FOR= I I� I G 1_ Locating and veriFying all existing underground utilities In or near GROUND GOVER SPACING . proposed tree locations before any trees are placed, and shall coord- , mate:closely with respective utility contractors invoived.in those areas_ Not TO SCALE y -_ L.ANo5CAPING AS � .I 2. Scheduling tree spading .operations in any area before sidewalks . SPECIFIED or other impassable structures are installed. A W 3. Replacing any tree which has died due to improper transplanting, as -- 1- -_------ L-IGHT FIXTURE AS SPECIFIED - J directed by the Landscape Architect andl�2ar Owner, AIM So AS TO ILLUMINATE � - . .- I UNDER GANOPI' OF 5PECIMEN 4. Wateringin and fertilizin all s ailed trees, as well as amendi.n TREE OR AS DIRECTED B�" PLANT SCHEDULE � .0 . 1 .._,. 9 p 9 LANDSCAPE ARCHITECT. �r ' . the surrounding soil, until said trees are established. Established shall LU . mean when tree shows no signs of shock, lack of water, or Overall poor OR AS SPECIFIED4 MIN- health until such time as normal watering as supplied by irrigatfon,system. B7- LAND5CAF'E PLANT SCHEDULE FDR Z JOHN AND MARY MERRITT RE5IDENCE V can maintain tragi in good health. ARCHITECT Prepared by John M. Powers, Registered landscape Arehltect, Reg, Fla. 42q l �^ ' 5, Tree spade contractor shall amend soil in the immediate area of the (0 lyse if said sail is not acceptable For trdnaplanting. NgtiFy Landscapes I LIGHT FIXTURE; LOCATION DETAIL KEY aoTANICAL coMMDN Architect in writing of proposed soil amendments. N NOT To SCALE ____ ___ __ - QTY SIZES/REMARKS W . Q w LANDSG,4PE GONTR,4CTOR iS RESPONSIBLE FDR: Af Azalea ormosa a For osa Ai lea 60 2� 30' o. - f n s a 3 c K11 1 AFL 2/IfdmMHl2m-M/DB-PIRDS/A-30 AK Ardisia kurune Red Ruffle (semi-dwarf) l0, 1@"-ZD" Hts. 2' a.c. I. Watering in and guaranteeing all other trees, as per Landscape AS Asparagus sprengeri Asperagus Fern 28 18" spread 18" o.c, . , SpeciFications ��( . CC Ceryls canadensls Eastern Red 2 10'-IZ' ht., 2" cal. _ v L CFT(il Cornus fioridana 06gvood Tree 2 10 -11 Hts. Spec. Tree T_ 2. Providing mulch peat, potting soil and/or fertilizer on site as CMS Cauellis Sasanqua Jean Carrellia May 3 5' NTS„ FULL TO GROUND, SPECIMEN W directed by the plans, SpeciFications, or Landscape Architect. G,i Gardenia Jaeminaides Gardenia 3 5' hks., full to ground, specimen 3- Providing positive drainage of all Landsca ed areas around build- HA Hemeracailis allapatan Day !illy "Attribution" TI 181o,c., 10-15 bib clumps 9 p 9 p HHC Nedera helix Canarlersls Aigeria Ivy 370 lD"-l2" rooted cuttings/ B'-ID" o.c. ' Ings, islands, amenitles; and other areas negatively affected by poor PLANTING DETAILS 105 Ilex opaca Savannah Holly Tree 2 10'-12' Hts. Spec. Tree �/� . drains e. This note covers all areas not s ecified on en ineerin or w/ 9 p engineering IVS Ilex vomitoria Schillings Dwarf Yaupon �D l5'-18" hts., 2' o,C. W landsca e radin lans. . . - p 9 9 . LEG liriope evergreen Giant Giank Monde Grass 125 . l8"-20" his., 15" o,c. full stumps L SA Seasonal annuals Seasonal Annuals 50 4" container, vatted colors f"'" LANDSCAPE LICxNTINC� TY Tulbaghla violacea Society Garlic 35 IB" o.c. i5-20 Bib clumps full 1. All landscape lighting will be coordinated throur�h they Landscape . Architect as to specific locations. `IF this does not occur to the. 1. W 11 satisfaction of the .Landscape Architect, it shall be the responsibility a,; i I the electrical contractor; or those responsible for installation, to - reposition. the light fixtur14(s)-to the intended location at no additional �, cast to the Owner. ♦�. (1r , � .,; ..., . - ., . . . " . . . . I...% . .. I . ' ' . . II - . . . .- I . I . ... . 2. Landscape lighting shall be installed only after berms or ether Sod 5tenotaphrum Secundatum Floratan St. Augustine 3" by 1' x 2' Fresh Cut VQ1 W � areas are ce-racled to Final grade, and specimen trees or plants are Mulch Grade "A" Cypress Mulch Cypress Mulch 3" thick all planted beds ., Installed-by the landscape contractor. Z W 3. All lighting; associated circuitry, timer, and aleeaving shall be by �1� the GeneraI or Electrical-contractor. it is up to the GArieral contract- r -___-__-_-_._ Ix4 WGIOD FsRACF - ALL SIDES ""� ��++ . or to verify and provide electrical service to all landscape lighting } r' .--•--------- 3 - 2x2 WOOD STAKES areas. - __ _ -•--- 448 TIE WIRE . -r_.�._--_-_. RUBBER HOSE WIRAP - MIN. I' LENCsTH I 4. All landscape lighting shall be supplied with an electric photocell. KJ' .•------�- s' MULZI4 p� tn .. .. _..____ __.._ EARTH SAUCER . . r . . iRRIGATh:G _. _ _� FlNlaw GRADE BMQ x 9 A.. REMOVE BURLAP FROM TOP 1/3 OF .. GNEdGEG ROOT BALL IF PRESENT 1. Owner .to supply electrical power to controller, (12OV). TREE SHALL BIwAR SAME RELATIOhI TO I . JMP -1 . a:.�y FINISHED GRADE As TO PREVIOUS GRADE - GAT' W 2. . The irrigaui 11 tion contractor is responsible fqr 100x' covers e For all 1.I .1 - -- BACKFILL AS PER SPECIFICATIONS �f�Ig� � , . ___ . .' plrjttng beds, p{antera, and'sodded areas as shown. Bring discrepancies' 6' MIN.FILL. BELOW ROOT BALL . . . and oXistIng areas tO the attention of the. Landscape •-- Ex END MIN. l BELOW M. be3twe3en plan , Architect. . , , on" . - BOT . A ' TOM Np,SGALE�- : 3 The.:trri anon slec:v n is to be O I rovided b the Genesra.l contractor x A ,. . 9 : 9 p y - 2 DiA unless otherwise directesd, . , • . . terve 5 � DETAIL 4. The.Irri atlon ;contractors attention is called to the fact .that there'. croR rRe>s To a'calx 9 ma be other t( a tlllties an a rvices i the rea.a he will be. . y ac d e n a rid HOr ro SCALE • ; - . _ held reg onsible: for: locating, theca to avoid Boma eta tharrr. The _ , p 9 9 . 1. _, Irri alien contractor wtil ba !table For an .'Boma e.For which he :is Bir- , - .. Irrigation resp a :.. , ec e on ibis. . a ,. : . y p 1 _ eL 1 , : , • _ A RE I D v" N A ur"E" '.- IN : OCEANWA. K . , ATLANTIC BEACH FLORIDA.' FOR JOHN W. AND ' MARY C, MERRITT . JOHN W. MERRITT, A. L A. ARCHITECT . • M LOT 84 16P NAIL ELEVA7' 10N cm 28) N854 14" 290 115. 45 0. 2 OAX ax 82 NO CUT OR FILL WITHIN DRIPLINE OF EXISTING 40" OAK CONC. DRIVEWAY E t Ali oo ' T I�� MAGNOLIA 131 Ch ,; ` to < 0 1 , 6"SWEIET�,--41. 9'x 1$' SPACE f' N2 ' ' mAGNOLIA\ �- Asw i ET GUMN . Qj - - I /�', , I;,;- LIU WOOD FENCE w _ O 1i' K ,j '/ BY OWNER yqy > ii Ln , 1K3A ( 7 ` . 1 SWEET GUm CONTRACTOR TO GRADE ; AWAY FROM HOUSE FOR ,0 � ,�0 �\ N SHEET FLOW TO STREET _'•, �..y ✓ ( 7. 5) a „� Ca LOT � r_ X � CONTRACTOR TO GRA S, LU • AWAY FROM HOUSE% -,�` C3AI� ! I -,1 «, �A TO LOW POINTI ” 7SWEE �^- C� t Ire 1i, � � \ J \ • �a� •. `rhe, `.. ti 9 5 , � " $ OAK cz) liOLLY X w INDICATES EXISTING TREE TO BE REMOVED,, ( 7- 49 OAK ,. r 2; ALL'TREES TO REMAIN SHALL BE PROTECTED BY A. EXISTING VEGETATION OVER ;;. ' �� 2 2 1/2u TO REMAIN" CLEAR 3 HT. (MIN.) x 4 WOOD BARRICADE AT`THE DRIP LINE . OF EACH TREE OR GROUPING ALL OTHER VEGETATION (TYP.) _ -- k � 7 TREES NOT IDENTIFIED ARE EXISTING PALMS f ti aY Yr , r't U114- J 1 z. 3q 21 OAK0. 0132 HA - SRE I NOL EXISTING VEGETATION OVER w 0 Gu HA IA ca 10 2 1/2" TO REMAIN. CLEAR - E ALL OTHER VEGETATION (TYP.) �""' Z 418 7 ,, ix ( 0. 64), OTE r 101 1 CR ( C� a YATION ( 6. 84 GRATE ELE WOOD RETAINING •.... 8. 3 1 � WINVERT ( �. ��� 9) TC HT.) .(2 7. 61)GUT `.: 7. 7 2) GUT o ( 7. 97) ;Z' DRAWN ( 8. 03) BMG © . C ( . 04 " " L OUUTH x. a . AUGUST 16,DATE 1993 .. . 101-011 �f7w - joeACV Z 0. ` . _ " T S EE F -O - . - --_ . _. 1. - -- -- __.. ---- 9 .,I ,�-,_�� , - . _ _ __ - x , , . . .. .1 . . . . ­ ' . '.�; ,�,!,:. ....�% 11�, '.! � � � . I. . . , . , , G REQUIREMENTS GENERAL f•E RhNfEN7 RX�H HARDWARE: i FI S , - X NISHE .1a I... , .. - . i. B, -` A, ;CODE MS: COMPLY WITH ASTM Al OR ASTM A36# USE GALVANIZED STEEL A GYPSUM WALL ROA UNLESS1. OTHERWISE OTED SH BL O �-+ - - a. STEEL ICE RD, OWS: AT EXTERIOR LOCATIONS., N� L 1=NAL P IN[:3 AND'8 GIFIGA I ARE IS$U D 1=0R CONST CTI TN Y PR YI E FO is; BEFORE f RAW PE 'ON$ E RU ON, E b. IN$T L JOIE , . AL T AND BEAM HANGERS CAPABLE Ofi SUPPORTING THE MAXIMUM ' : 1. EXTERIOR WALLS: ONE LAYER 1/2 REGULLAR WALL 130ARD TO I tER(OR FAC SHALL BE SUBMITTED.TO'ALL GovERNINCs BUILDING AC-ENCIES TO INSURE THEIR , . ALLOWABLE LOAD OF JOIST OR BEAM BEINCx SUPPORTED. N E COMPLIANCE WITH ALL APPLICABLE LOCAL AND NATIONAL.CODER, 1F CODE 2. INTERIOR PARTITIONS: ONE LAYER,I/2 �GULAR WALL'BOARD EACH$IDE:.. c. INSTALL UPLIF'C GQNNEct0R8 lA8 REQUIRED) CAPABLE OF RE8lSTING UPLIFC LOADS 3, G ^.._' DISCREPANCiEB IN DRAWINGS AND/01�:8PEGIICATION�r �4PPEAR, TNE:ARCHITEGT SHALL EiLMG: . AS NOTED ON DRAWINGS, ISE NOTI>^I1=D OF SUCH 0leCREPANCIES BY BUILpER OR BUILDING OfifiIGIAL, - d. HURRICANE ANCHORR SHALL BE CODE A DAB REQUI Y GOVERNING " . . . 1. 1. _ APPROVED RED B VERN a. ONE LAYER 5/B REGUI MBERS ARE 1` , 1. AND ALLOWED. TO ALTER DRAWINGS AND $PECI~ICIATIONS 80 AS.TO COMPLY WITH, CODES. INSTALL AT EXTERIOR WALLS AS FOLLOWS, I AR .. r WAIL, BOAI►RD WHEN SUPPORTING ME CxOYERh11N GODEB BEFORE CONSTRUCTION BEGINS. GREATER THAN iF� O.C. 2..: UPON WRITTEN RECEIPT or- APPROVAL FROM THE GOVERNING OFFICIAL, APPROVED FINAL R 1/2' REGULAR 16' SUPPORTING MEMI3ERB ARE O.C., 0R SS -' ' ANCHOR .TRUSS/RAfiTER TO WALL. AT EACH TRUSS/RAFTER 4. GARAGE:AYE . . I 11 ca . DRAWINGS AND bpECIFICATIUNS SHALL BE SUBMITTED TO THE BUILDER BY THE , , - _ �+ GU AR WALL BOAI�2D WHEN SUPE' ANCHOR E /R.4FtER ,. ARCHITECT. 9. ANG ROOF SH ATNING TO TRUSS a. ONE LAYER 13/8 REGULAR WALL BOARD WHEN SU ORTI ' E . 3. IF,CODE DISGREPANGIES ARF DISGO,YERED.DURING THE CONSTRUCTION PROCESS, .i PP NG MEMBERS"ARE C. PROVIDE AN LAMINATED VENEER LUMBER (LVL) AND LAMINATED TIMBER HEADER (LTH), GREATER THAN 16 O.C. .. ARCHITECT SHALL BE NOTIFIED AND ALLOWED AMPLE TIME TO REMEDY SAID °' .. .. UCTS, INC. OF HAINE8 CITY, FLORIDA, OF THE b 1/2' RE L 16" x` , _ - .. DISCREPANCIES, . MANUFACTURED BY ALPINE ENGINEERED PROD CANE LAYER GU :QR WALL BOARD WHEN SUPPORTING MEMBERS ARE . DIMENSIONS AND QUANTITY INDICATED ON THE DRAWINGS. UNLESS OTHERWISE NOTED, FASTEN O.C. Oil LESS. ` '"' 'd,.- ALL WORK PERFORMED-SHALL COMPLY WITH ALL APPLICABLE.LOCAL, STATE AND MULTIPLE BEAMS TOGETHER IN STRICT ACCORDANCE WITH MANUFACTURER'S NATIONAL BUILDING CODER, ORDINANCi=B AND REGULATIONS AND ALL OCHER RECOMMENDATIONS. CHECK WITH LOCAL MANUFACTURER FO I A I *�° , - AUTHORITIES HAYING JURISDICTION. TRUSS R AvA L B LITY. 5. THs: WATER-RESISTANT WALL BOARD AT ALL WALLS AND CEILIt�1G8 SURROUNpING TUBS, TURER BA . 1 ALL IE STRESSES I SHOWERS, SINKS AND AS REQUIRED BY' GOVERNING CODES. • N L ISE, ALL WIIWDOWS.TO HAVE GYPSUM BOARD FINISHED 6. UNLESS INDICATED OTHERWISE, 8,,; ALL CONTRACTORS, BUBGONTRAGT0R8, HEAD AND J,a1`tBB, WITH WOOD SILL& AMD A1ON8. cit SUPPLIERS ANP'FAI3RICATORB SHALL BE RESPONSIBLE FOR ` , THE CONTENT OF DRAWINGS, AND FOR THE SUPPLY AND�DESIGN OF APPROPRIATE MATERIALS AND 2,400 PSI g Iw D � a BENDING . PROVIDE METAL CORNER BEAD AND MM AT ALL LOCATION$ AS SHOWN ON,TH RAWINGS WORK PERFORMANCE, AL SNE 350 AND AS RECOMMENDED . . c. BEARINGT 550 PSI G. TAM,F OAT AND SAND JB INT$ AND �8TENERS OF GYPSUM WALLBOARD WTH THREE COATS OF AR C. ALL. MANUFACTURED ARTICLES;MATERIALS AND EQU1Ph1ENt.SHALL BE APPLIED, INSTALLED. JOINT COMPOUND AS REQUIRED TO OB3TAIN A UNIfiC?Rt'ILY SMOOTH SURFACE. ci ERECTED, USED, GLEANED AND,GONDITiDNED IN STRICT ACCORDANCE WITH MANUFACTURER"8 2, ALLOWABLE BTRESSEB IN LTH: D. FINISHER SHOWN ON THE DRAWINGS SHALL BE AS SELECTED BY. OWNER RECOMMENDATIONS. . .. -4. BENDING 2,400 PSI X PLUMBING, MECHANICAL 4 ELECTRICAL . . ° - . D...ALL ALTERNATE$ ARE �.AT THE OPTION OF THE BUILDER AND SHALL BE AT THE BUILDERS REQUEST, b, HORIZONTAL SHEAR 165 PSI AL CONSTRUCTION, AS INDICATED ON GON$TRUCTED IN ADDITION TO DR IN LIEU OF THE TYPIC RING 565 PSI . DRAWINGS, °. BEA A PLUMB1NCx, MECHANICAL ANO ELECTRICAL INFOR"IATION AND LAYOUTS SHOILN ON THE "s . DRAWINGS ARE ONLY SCHEMATIC IN DPESIGN, AND SHALL BE REVIEWED BY CONTRACTORS, SUPPLIERS 1 - ANS, PROFILES AND BUILDING OFFICIALS FOR C -1PL.I)ANCE WITH GOVERNING`CODES AND GOOD. COMMON CONSTRUC- ; 1. :RDOF,• LiVE LOAD 1(a PSF (MAXIMt1M) D PROYIpE W00D TRUSSES ABLE TO 8U8tA(N THE STATEO LOADS FOR THE SP AND ARR NGEM "" ENT BHOILN ON DRAWING$. ?8188 MANUFACTURER AND/OR ENGINEER SHALL BE TION PRACTICES. THE ARCHITECT, SHALL'BE. NOTIFIED OF ANY DISCREPANCIES. o . DEAD LOAD. .gym 1 'SE, RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING AND LOCATIONS Of' ALL INTERIOR LOAD- B. PLUMBING MECHANICAL AND ELEGTRICrAL EQUIPMENT AND FIXTURES SHALL BE SPECIFIED BY 2, .UPPER FLOOR: . LIVE LOAD-40 PSF . . . IT RAWIW_ (SEALED BY A E DNS), OF ALL TRUSSES AND SHALT SUBMIT SHOP D R/BUILDER . . - REARING PARTITIONS), 3. SOIL PRESSURE: DAD LOAD�..,i5 P8F REGISTERED ENGINEER)ENGINEER) FOR APPROVAL BY BUILDER C. DESIGN AND INSTALLATION OF P :� ; DUNE 1 . ,000 PSF (MINIMUM)� AL EQUIPMENT BET E LUMBiNJ[x, MECHANICAL AND ELECTRIC SHALL H d. PRIOR TO START OF CONSTRUCTION, VERIi'�t`. DESIGN LOADS WITH GOVERNING CODES AND RE8PON81BILItY 01= THE APPROPRIATE: LICENSED CONTRACTORS. f E. UNLESS.OTHERWISE NOTED, PROVIDE DOUBLE 2-2X10 HEADERS WITH 1/2 PLYWOOD BETWEEN D. SERVICE PANELS SHALL BE A MINIMUM 120 CIRCUIT, 200 AMP. (VERIFY WITH BUILDER) . "SITE CONDITIONS AND CHECK WITH'LOCAL BUILDING AGENCIES.FOR WIND, AT ALL DOOR AND WINDOW OPENINGS At COVERED PORCHES. E. ALL HVAC EQUIPMENT SHALL BE INDIVIIDUALLY SWITCHED. AND OTHER SPECIAL LOADING CONDITIONS. IF''DISCREPANCIES ARE DISCOVERED, F. ALL OUTDOOR, BATH AND GAI•.4GI= WALL RECEPTACLES SHALL BE PROVIDED WITH GROUND q . . ARCHITECT SHALL: BE NOTIFIED ACCORDING TO SECTION i.A L ABOVE. 9 . FOLLOWING HEIGHTS WITHOUT LATERAL SUPPORT FAULT CIRCUIT PROTECTION. PER1"EN ICULA t THE LANE CNE AL F STUD WALLS SHALL NOT EXCEED THE FOLL II. SITEWORK D R O P OF W L. G. PLUMBING ROUGH IN SHALL BE PROVIDED FOR WASHER _ 0. - .. H. DRYER VENT SHALL BE EXTENDED TO i EXTERIOR �, : . A. PERFORM EXCAVATION, ACCORDING TO GOOD COt"1MON CONSTRUCTION PRACTICES, TO THE BEARING NON-BEARING F . LINES; GRADES AND ELEVATIONS INDICATED ON THE DRAWINGS. 2X4._10'-0' 2X414'-0' XI. MISCELLANEOUS F . 2Xfo...-,10'-0" 2X6_20'-0` ; . . A INSTALL BUILT-IN-PLACE fiIREPLACE UN�IItS AS BROWN ON THE DRAWINGS. 13. PROVIDE CONSISTENT COMPACTION 04 THE TOP,.B' OF F�.18GRADE AND FILL AND BAGICI~ILL G, . UNLESS NOTED OTHERWISE, RAFTERS, CEILING JOISTS, COLLAR TIES AND PURLINS SHALL BE I. FIREPLACE UNITS SHALL BE 'MAJEStI4G OR EQUAL AS APPROVED BY OILNER/BUILDER u� 1. . - 1.MATERIAL BENEATH STRUCTURES, WALKS AND PAVEMENTS TO MEDT THE STATED SOIL, PRESSURE. SIRED AND SPACED iN AGC`.ORUANGE WITH MINIMUM 1=HA REG�UIREMENTS OR GOVERNING CODES, 2. CONTRACTOR SHALL BE RESPONSiBILE FOR PROPER INSTALLATION AS RECOMMENDED ra C. PROVIDE SOIL POISONING TO CONTROL TERMITES A$ REQUIRED BY GOVEt11NG CODES. .. WHICHEVER IS MORE RE$TRIGT(VE. BY MANUFACTURER AND AS REQUIRED BY GOVERNING CODES, INCLUDING MANTEL DESIGN ' . . H . . . . . _ TREATED AND ALL WOOD PLATES BEAR{NG ON CONCRETE OR MASONRY SHALL BE PRESSURE 3. N ARTw WALOCATILL BE OF NON-COMBU8irIDLE MATERIAL. (BRicK) III CONCRETE INSTALLED OVER 6 MIL STABILIZED POLYETHYLENE UNLESS NOTED OTHERWISE. B. ALL C1_oBET SHELVING SHALL BE PREPABRICATED, PREFINIBHED METAL WITH PRotEctlVE VINYL A. PROVIDE REINFORCEMENT OF THE SIZE`AND SPACING SHCKM ON DRAWINGS,. REINFORCINGs COATING,,,UNLESS OTHERWISE 8PECIFIEE > 13Y OWNER/BUILDER. . 1. PROVIDE 2' NOMINAL PRESSURE TREATED LUMBER OVER 6 MIL STABILIZING POLYETHYLENE C. DO NOT SCALE DRAWINGS} WHERE DIS�CREPANCIES.00CUR BETWEEN DIMENSIONS AND SCALE, SHALL GOI U11TH THE I=OLLOWING AS MINIMUMS. BENEATH FULL BEARING OF WOOD BEAMS BEARINGS ON CONCRETE OR MASONRY. DIMENSIONS GOVERN. , I. BARB: ASTM A615,,GRADE.60, DEFORMED BARB J. INTERIOR TRIM SHALL BE SELECTED BY OIUyER/BU{LDER 2._WELDED WIRE FABRIC: ASTM A18I3 . - . . 8.: PROVIDE. CONCRETE COMPLYING WITH ASTM C94.- LlNLE$$:OTHERWISE NOTED, cONC1�E CONCRETE SHALL vll. THERMAL AND MOISTURE PROTECTION WAVE THE FOLLOWING 28.DAY COMPRESSIVE STRENGTH AS MINIMUMS: A. PROVIDE THERMAL BUILDING INSULATION AT ASSEMBLIES ADJACENT TO EXTERIOR OR UNHEATED REQUIREMENTS DE AND, UNLESS OTHERWISE NOTED, SPACES MEETING THE REQUI TS OF GOVERNING GD 8 1. CONCRETE FOOTINGS PIERS: 3,0" PSI MEETING THE FOLLOWING MINIMUM REQUIREt"TENTS, � - 2. CONCRETE BLAB$ ON GRADE: 3000 Pal . . I. WALLS: I=RAh1E:. -._3-1/2' GLASS FIBER BATT (R-lU AND 6" GLASSFIBER BATT CR-19) 8 LTH . 2 ROOFS. GLASS FIBER BATT (R-30) , G, UNLESS OTHERWISE NOTED, ALL $LABS ON.GRADE SHALL E 4` THICK" REINfiORGED W 6JSC6 3, INSTALL IN CONTINUOUS BLANKETS WITHOUT HOLES FOR ELECTRICAL BOXES, LIGHTING i .WIAXWir4 WW1 (OR F15ERMESH CONC.) AND PLACED OVER 4' (MIN,) COMPACTED BAND FIXTURES OR HEATING DUCTWORK. . OR GRAVEL FILL. INTERIOR BB SHALL BE PLACED 4 FLOORS R 11 I I LL NT RIOR SLA E .. OVER 6 MIL. STABILIZED POLYETHYLENE VAPOR BARRIER . 11 . . B. INSTALL 4 MIL STABILIZED POLYETHYLENE VAPOR BARRIER AGAINST INTERIOR FACE OF ALL . .. ` D. l"OOTING SIZER SHOII�t ARE TYPICAL ONLY FDR. STATED SOIL PRESSURE AND CONSISTENT THERMAL INSULATION, UNLESS NOTED OTHERWISE. .+ COMPACTION. CONTRACTOR SHAL BE RESPONSIBLE FOR T=OOTING$ COMPLYING WITH THE , DESIGN RQUIREMENTB OF SPECIFIC SOIL. CONDITIONS. C. ROOFING SHALL BE 260" ASPHALT SHINGLES INSTALLED OVER ONE LAYER 151' ROOF FELT ON ROOF . _ . ` SHEATH( . NG. , E PROVIDE t!2' EXPANSION JOINT MATERIAL IBETWEI N ALL.,CONCRETE SLAB$ AND ABUTTING . CONCRETE OR MASONRY, WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS. . D. SIDING SHALL BE: f. I , q I.. .- - ,1 � I .. i�� . . - . . F., PROVIDE DEEP SCORE CONTROL JOINTS AT MID.POINTS OF ALL GARAGES, BOTH DIRECTIONS, TEXTURE, CODE APPROVED TWO LAYER SYSTEM O . .. METAL LATH O SS SHALL BE 1/2' IV. MASONRY- 11 I . ALL BE DETE A. PROVIDE LIGHTWEIGHT HOLLOW LOAD-BI=ARING CONCRETE MASONR'r` UNItB (CMU) GOMPLYtNG OSB St�100T1-1 LAP 81DINCx "1' TO WEATHER OVER 15• BUILDING FELT J WITH ASTM C90, GRADE.N, TYPE 1. OVER 08B SHEATHING AT UNLESS OTHERWISE NOTED. 3. 4' BRICK VENEER OVER 150 BUILDING FELT OVER OSB SHEATHING BOARD (OR - I B. . REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING AS MINIMUM$: EQUAL), UNLESS NOTED OTHER`WI-SE. BRICK TO BE AS SELECTED BY ou,NER/BUILDER AND INSTALLED IN STRICT ACCORDANCE WITH STANDARD MASONRY APPLICATION SPECIFICATIONS. 1. BARS: ASTM A615, GRADE 60, FORT"�ED BARS . 2. WIRE JOINT REINFORCEMENT: ASTM AB2, GALVANIZED E. PROVIDE FLASHING AND SWEET METAL REQUIRED TO PREVENT PENETRATION OF WATER THROUGH I THE EXTERIOR SHELL OF THE BUILDING. IN ADDITION TO COMPLYING WITH GOVERNING CODES, C. PROVIDE MORTAR TYPE 'S' IN ACCORDANCE WITH ASTM C2"10 COMPLY WITH PERTINENT RECOMMENDATION$ CONTAINED 1N CURRENT EDITION OF i 'ARCHITECTURAL SHEET METAL MANUAL' PUBLISHED BY SMACNA. ALL SHEET METAL .- D.- PROVIDE GROUT IN ACCORDANCE WITH ASTM 0476. MINIMUM COMPRESSIVE STRENGTH SHALL FLASHING SHALL BE 032 ALUMINUM, COLOR TO MATCH ROOF. BE 30O0.P81 UNLESS OTHERW16E NOTED. F. PROVIDE GUTTERS AND DOWNSPOUTS AS SELECTED BY OLU�IER DOWNSPOUT AND SPLASH . E. PROVIDE 1/2' DIAM. HOOKED ANCHOR BOLTS WITH MAXIMUM SPACING AT 4'-0' D.C. LOCATIONS SHALL BE DETERMINED BY OWNER 80 AS TO Q - PROVIDE POSITiVE ROOF AND SITE DRAINAGE. � %,'. � :I 1 . F. i'ROVIpE, REIN(=4RGEMENt IN VERTICAL CELLS OF CONCRETE MASONRY UNITS (FULLY EMBEDDED M GROUTS AS 3N011h1 ON DRAWINGS, G. PROVIDE ATTIC AND ROOF VENTILATION AS REQUIRED BY CsOYERNING CODES AND A8 SHOWN ON DRAWINGS. PROVIDE APPROPRIATE SOFFIT AND 'ROOF VENTS AS APPROVED BY BUILDER G. WIRE JOINT REINFORCEMENT SHALL BE CONTINUOUS AND EMBEDDED IN EVERY SECOND CMU � Z JOINT. VIII. DOORS t WINDOWS L,Li � j I METALS A, EXTERIOR DOORS, UNLESS OTHERWISE NOTED, SHALL BE 1-3/4' THICK ME AL CLAD iNBULATED ""�" . A. ALL STRUCTURAL STEEL SHALL COMPLY WITH APPROPRIATE ASTM SPECIFICATIONS AS FOLLOWS: UNITE OR WOOD. REFER TO DOOR SCHEDULE. . 0 �"""'. ASTM A36, ASTM A53, ASTM A50I, ASTM A30-t, AND ASTM A325. 1. PROVIDE DOORS AND SIDELITES OF THE SIZE, TYPE AND DESIGN SHOWN ON THE I YI. WOOD ANp PLASTICS DRAWINGS. ,�,.I 2. GLAZING 1N pC70R8 AND SIDELITES SHALL BE INSULATED GLASS. Q 3. VI AS . . . A. .LUMBER SHALL, IN ADDITION TO COMPLYING WITH GOVERNING CODES, COMPLY WITH: PROVIDE DE TEMPERED GLASS REQUIRED BY GOVERNING CODES. Ix �; I. "PLYWOOD $PECIFICATIDN AND GRADE GUIDE" Or- THE AMERICAN PLYWOOD A88UCIATION, B. HOUSE-TO-GARAGE DOOR SHALL BE 1-3/4' THICK SOLID CORE WOOD. W U . 2. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS AND RECOMMENDATIONS C. INTERIOR DOORS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: '� FOR FIRE-RETARDANT TREATED AND PRESERVATIVE PRESSURE TREATED LUMBER AND PLYWOOD, w it . .. B. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 'NDS" BY THE NATIONAL 1, MA80NITE b PANEL AS SELECTED BY OWNER. , W . FOREST PRODUGTB ASSOCIATION. . PREHUNG IN WOOD J 2. AMBB ,` i TIMBER CONSTRUCTION STANDARDS (AITG 100) . „5. THE TiMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER . CONSTRICTION... . . D. WINDOWS SHALL BE ALUMINUM SINGLE HUNG, OR FIXED UNITS A8 SELECTED BY . OWNER REFER t EXTERIOR ELEVATIONS. . RE O E ORE YA . . . -i3 PROVIDE L UMBER AND MATERIALS MEETING OR EXCEEDINc� THE FoLLOWII4 STANDARDS OF ° Z. ; . .. L. GLAZING, SHALL BE INSULATED GLASS. MTh .-QUALITY: . DEB % N . I 1 .J. _o _ . ..,. .� 2. PROVIDE TEMPERED GLA88 IN ALL WINDOW$ AS REQUIRED BY GOVERNING CO b�cKSA . 3. DE AND INSTALL EGRESS UNITS AS REQUIRED GOVERNING CODES. , 1. ERAMING'MEMBERS:. PROVIDE ALL QUIRE DY II r JWM - ��T�IzIo� 5H I✓ H I N-ECCE 5�-! i-L. I/2 S T'�-��1 URp•t. EXT. -per s Hal h-I E QUIRED I o, s. e� , AT 5�H �"f)l I N� W � 1.5 Gr oA� , rr_: tr' '. � ; 1.1. ECTEO BY OWNER INSTALL ALL WARE f.E ` � . FINISH HARDWARE SHALL BE SEL HARD F�- 7 I�I � / g GI N I � Cv I �D � a. .STUP3;�F11c. Pi N fr>~IR;: i9� S.P._ � f�°2•`AND BhTTER BY GovERNING coDEB. �.� G�t ��p 2.�' .GIN F� SEPT. 3, :1993 ... , b, HEADERS BEAMS 801171-1E PINE "2 ICD 15� AND BETTER . 11 s P i ki 5f-� � @ I t-�YAM i r� ,5 ru a5, . . . 1. . ecaLe ,; . 2, ALL HEADERS,AND BEAMS SHALL BE FREE FROM SPLITS, CHECKS AND SHAKES, a NO SCALE. I 3. SHEATHING; . 1. . 1. i ;>oea rja. . . . . . C j - :a: ROOF; w :OSB SHEATHING i.'X . / ..,I `� j _ ,: - b. WALLS: `f/16 085 SHEATHING �*. _ I r, r, \ $ . - . . . . _ . .. \'; . . . , .` :.. /i ' 8i, I . I� a r_ I . b A w , �y, . i Y I _ .. .. . 1. 9 1 ... - -' .. e .. r:. .. - ..: , , .. .. ., .: . - .. .. .:, - ::' . ,' 1. , .. .:; . 11 .�, r I - • v " vu/�l.►� � ��-TIO �I-y� a-�(: may,,, Q J p • 0 C� .� _! fd a p .o• w .• V .f--`"" -r-^-. .'oa-'-^*--• �.Q,^�.• �+... o. y.�� o.^^^ �.:.:�`.'o -sr�-. �a-r`•'r-r-n � M •° 4 v : '.. .. .. • 0 R v n Q 9 At AL II Cv M tJ :", :: � M Lop-D Utz►-� PT N . 8�f�IG GMS , Gf� s � , a i"--o v :roa; _Q ��Q � - tl rye• ',pe -r0-. 3�f1�� �ItS-r , . n ° _ _ -�•-• o ���-Q" 3"'�I IGS' 0°: .Oti a as °, f.�• p - a. � •I �4, T@, - a ( 4-7 3�i t •�o•,ia a . e •� 00 06 00 0 aNaso. •� I ,� r7 .� .. �� N P � p y 3� 1- p �rA► � 2 - a �T�► �- �. p�-r�-I � d� �.rp..I i� II I, IIII ; { _ II u I (1 2 +l s. + Ir 2 i l w I tl 3/4 I D o.�; 3/4 I -o I -© s s , t✓ 3�4 r I d s f W O (I �►��I 21+811 ��~�'I 5'- ¢II2�1_I Ip {{ •a•0. 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IMf('��. a �fo�`�� ��� '-a'' (� � � iwnnp ' g q A z I-� Hc�IJ "rb N�-TIJ -t. ei: ol-alz l �. AUGUST 16, 1993 0 AL V I FOUNDATION PLAN ASJOB NO NOTED ,- ,,. Jl SCALE 1 / 4 - 1 - 0 I F�� 0 R v Z, SEPT. 3, 1993 0rM r31 4::1F f xT1J , r111L,.t-1 �5evd I 1z r-�� -� 7�j 0 HIoS� �la� SNowfJ , TH ►5 �. o P-(F,A 5s Hol:� ??I E5DS WITH S0� { vvATO-i- / iy n SHEET 2 OF 1. , . . .... I - .. I'I,1. , N. q,:i I i i i �i I ' I. I(i i��'I ii it •.a' s .. .. .. - ;. " ,, . 1 I . .. i7 .I:,:. R� 1 ) I ;- . n 's .. . . . . , . .. .. , " ,. . . . , ,:I - . - . i - .. w . i . . I I hJ 7.1 . 't:, 0.4. . . I. . IMMI M 1 ( ., . - . . . 9 `'I 21 �It i A ' . 1_ 211 �Irlo11 gl_ot' S 1_ 1011 '41., 3 ' 31_7 31- [}11 31- 11 3`-.71� -4 -6111 . . 1 N I . - d :z .v . A ; 1 1 i C7 , ,�, 8 , 3t II t �n 9 , i s -D .. 9 ,`V +Y, ` N �� .. r3. . °' . A,F��F► � M U V t.�Pa5 S1 zr-5' p . . I ` I . DI 1 IO II I— p11 � I t �� ( i . CJ _^ ___ I `j L T V v- , JON DONS BEDROO , - - 30 . - ' 1 �t- _ _ � _ _ -- -- _ _ ----- _ . .� , E _ C ILDRENS �- : 1 r _ OPEN TO REAT ROOM BELOW. N I BATH . 1' VATORt' . v ( - I _ , 1 _^ I I - . 29 3 CLO C . `'� 1 ' o _ .� L , 4 . y . ° HALL NO 2 33 -- -- `� Vii-_ W AT TIG . . . . . . , . _ .. . . . . . . . „ . . . . . . . . . , . . INEN CL ACL . . . . La..i1 �.Y . , � , . : H , . . G T r , U � �_� 6 . . I . . - . . -•- . . . . . �. . . . , . . 44 I . . . _. - - . . . [. . . . . . . . - . N ED `ATTIC . 1 U SNI #, . . . . �� . o . . i . . I _ I " . r . _M CHELES BEDRb M 1��� . - . - o - . , . .. _ ,. I I - ' ' . _ . . . . . _� PEN YC� -a' . I Q , 1 i I _ o 131 Io Id I P ER BELQW� �� fl `� � CL . - . : . , I - - �. 1 . . - f - _ . . �N � i 0 N 1. ' ,� t .. _� i t V Z , .. . n , . ,: f = , Ck. I r , . . . - . , . 1 1 I I r. - ', - . I . . ' 1 W t >. I I . . .0 :� - .- _ w . I ..� o . t -+ B r r i- . t`� , r tl� �, , . . . _:- �._ . . . . . . , . . 8• 1 . ,. . . . . . . , . . � 1 , , . q I I I 0 1 I , II 1 II I I I tl I II 1 I I r A N • . l ::.,.. • 1. 1. .:. . , . . • 1 it II .` -a o S � w 2 •2 -1 o to •2 2- 12 I 5 �. A . . 3 3 2 I i F � 3 3 I Id � JWM . -. . , _ , j � M . . . I II I,�I' I II 11 I 1�I K D i (a .. 5 -Z. ..�, 2 �Z JW1 . F r ,. .. uA -1 .. ... _ _ .. I 1 . .. .. ', 2 ..".... ..... .. i ,.l ... .. '..., .. .. AN 3, 199 : alb .. y. A L ;: . II , . I . .. . `A SN T . o � � : 3 8 F.' �.: , .. } 5 ,. .. ... .. 11� .. ... .. 1 �.' . .. .. .. ti 4 Z ... . .. U r. .., . . ;� MAR 29 ` 1 993 0 / C Q y.: : .' J .. ,. .. AN E D FL R PL ' , s oN Oo C JUL �a q 1�ea.� . ;� , . " . . , . _.. �, � 16 >1993 .: , ALE 1 4 1 0 i �C . SC I R SE� T: $' Q - P 'f. . • � tL , .., c _ : ti H T , S E� f. r , . . _ , . , ` t A � � d t ... . _ / l I 1. ALL FRZAMING ARS. PRE,-ENGINEERED TRUSSES UNLESS NOTED OTHERWISE: CONTRACTOR SHALL,.SUBMIT TRUSS SHOP DRAWINGS,AND CALCULATIONS SIGNED AND SEALED BY AN .- ENGINEER,REGISTERED IN THE. STATE OF FLORIDA, PRIOR TO COMMENCEMENT OF FABRICATION. CALCULATIONS SHALL INCLUDE WIND UPLIFT LOADS. 2, HEADERS SHALL BE 2-2" x 10" OR 3-2" x 8' (MIN.) UNLESS NOTED OTHERWISE (U.N,OJ ' _ W 3, PROVIDDE THE FOLLOWING SIMPSON STRONG - TIE (OR EQUAL) CLIPS AT ALL ROOF TRUSS ` BEARING POINTS; - 1-H5 CUP AT TRUSSES WITH SPANS LESS THAN 22'-0" opM 2-1-15 CLIPS AT TRUSSES WITH SPANS GREATER THAN 22'-0 (ONE INSIDE,ONE OUTSIDE) �. 17LTT19 STRAP AT GIRDER TRUSSES 4. PROVIODE SIMPSON CC'SERIES.COLUMN CAPS AND LCB SERIES COLUMN BASES OR EQUAL AT ALLL EXTERIOR 6" x 6` POSTS. 5. CONY/EN110NAL ROOF FRAMING SCHEDULE FRAMING AT 16" O.C. MAX. SPAN e*� 2 x 6" 9"-0" 2' x 8" 12'-0" 2" x 10' 14'-0" 2' x 12" 16-0" C lid u N j .w C , GJ OJ M Gaf l 61 L)TT [75 V ch I I fi I 10 / 12 R.P. I j GHIMI�r=Y cr of N _N j I I o I > I 10 / 12 R.P. I o cr- � I ( N I c� I � CD N Q 10 / 12 R.P. 10 12 R.P. 10 / 12 R.P. 10 / 12 R.P. 10 / 12 R.P. 10 1 12 R.P. 10 / 12 R.P. cc cr I z f I J N I I ( r GENERAL ROOFING NOTES w LL" m IL 1 . 5 H I N61' Lrh A fZJ--- r-I E!,�9-6-1 f 4 f�-- O w Ll N -r t t- fi t + t t t 1 2. (� -rT'�I�.r - �•1.U I� P�C�I a��1. - l vL-d(�-VV}-}I Y�- v� i + TI +4 -} �f + pDvV t-4 P©lJ Y5 - 4,L-0 M - FP-01J N n - Go L, FZ W H I Tf! - —_ - — - - _— 3, L�V�- �•�5 H I t-I _ L.U M z IlATGH BOOP 5HII-I L15h- atAwN ps PIS, JwM oCHECKE • ���� JWM� A Z AUGUST 16, 1993 0 SCALE AS NOTED V ` I 156 0 Q ROOF PLAN . -ow F REV 1993 z U/Y f. SEPT. 3, SCALE 1 / 4 = 1 r 0 K to • i Ilk SHEET 5 OF • Z �. WON MATERIALS COLORS �, �I (�1_�L �s� I`rI rJ r A,SPHrJ61 51 DIr-16i - SMe9al }�oRIZoI4ral_ W000 � I}per!zo�l T�-� nl�vo ► v�r� I a. �'� -.o r.ep e_� 00 ❑ Ga I-lJ M I--I00 �. -_\ 5F-I I N�V�S -- �I ��-�C-�V�� �i 1-I r- ��PN �•L�' ,.., , rz-K-- \� vl/H f-T� cn t 1� \ W I►� nrWS M �--> ��., I r-�s�LATP:.nr 51 �r t. 5,: LJ� I�_ G a Iv�- �/•G-ro fes-( 5(� 13F?-I 4�,� _____ /oma Up-T�"► A - - - .��..� - - Wo4F> TF-1 I.0 w �Lr�f - W H I T N �= = _� G�D�. POSTS — WI TH �-F' L I F-P WP TRr r/ff I.10�J '©I H -f`� Q Q - • — uQQQ� uQQQ� _— F'lo�T•� a EILI0 La I ���=vk'I r-I� /- T FFz--1 -� - F D ra ElEl I G H T ElQ� LJT-T'�fzS f'-r�D Fo\/A,J F>F J-T L� J N4 e )e5f �E�, 5H P FF_ WH I T� V VW 1-f 17"� �� � pao�S - vVcn P �J�� W1 (I W HIT RIGHT SIDE ELEVATION SCALE 1 / 4 1 - 0 --.- ---- _ -- -�_� 6H, 57TH GTLJ c -o ' -�.w� -�- 1.�+► M'w1�-( i i i 10 — � Z Q QLHI , 'tel. 21 �/h r I� �T G- P��! �TTIG / _ 1. , !,•(f"r, I �1[xjy�/ O W I 3 Q) � cr r 3 r -.._.___.- F i to. F t.ATT; = ---_ - _- — -_ — - -- — — — -- _ ---- --- - �r., f`i 4 -t HT@ PI t- N i iY�H {-i W 111` ' P� W I H G1 C� Q [Ell �I 1Q Q -- ___ w m - - - - Hoa�., vWaoa CJI Dl Wc, � � � - - -o 2>x 14/o a[J 6�N�fZ_Q w T FFN� _ T _ T04z�c DRAWN O lrL, Ivr o1� PI►4, L or4D ,� _ ¢ !~-� Io'"or �!t*) r-L ��`-h1 �-1-`� NWMq r I Y H t Y �z 1` _ t € - --� �- x S K I RT Q , i ' -� eT pME JWM DATE 2 x If::) WOOD ��1 M n trfJT�-I.. N1GU UD I f-l�t ' WoolD sr 5 ra G�C7�. PosrS __k M' Ifismlm JAN 3, 1993 .. ,' p•t-1� 11.1 ►-ICES W rr H A-PPL I 0,P Trz-1 MF- - x/00 n I G AS NOTED � JOB 0 FRONT ELEVATION Z MAR 29, 1993 O SCALE 1 / 4 - 1 - 0 r t JUNE 22, 1993 U AUGUST 16 1993 1 / air O i . 5 + Ei SME E T s OF .. 12 ; � n to • � -�- - M 00TH 5-r G H 1 M N 1= - _.�._. .____ \ ��i ������ iz�l t-!.� f�sP'H�-l�`T" `�N I ►-1�1 � �5 . �'0 , 00 Woo© woop G l.9-- 14 tJ Nit L &T DC7 E �A -, \A/I Ivor/ _t- . — _ - --_ _-- . LEFT SIDE ELEVATION :_...SCALE_.-1-/ 4...:=..1 0 j X WOO e F�6'44-1 a. -�-� - n-, -_ - Y e9 __. 24� 3/a �I�-i. Vic- -2,0v. Z� � � ; ► y - -- _---_ - _.____..------__.-..-.._- - ---- �.���_.. �4 � � � O o� 3 u a / - L � - f� F TTI t -�a FIL ley e', 1t.HT. m uj Lu _........ _ _- ___ _�._ co a: w. �� _ T DRAWN L r�. L. D�)v— _-.._. — __. _ .. --- - - 4 1 i I� f _ H i Vit' _. _ -�_ �._ _-- -_ _ - — - U o�- v�� JAI I o __ __ __— _ �� __..___..____. _.._.. __. _ I: (� h�D H KED - - �Lj0 KI7M ti! JWM. tlT DAYE 7. Low r--op AUGUST.16, 1993 r„ I o� 1!5ia � or5.r-I ► r� AL AS NOTED V TEAR ELEVATIONJOB NO fC - -- - - - V -SCALE-.-.1 4: 1: 0Z. F4UYf ` � O. r . cli m yap \ p SHEET OF ti' a � n W • 00 r-1 N llpM n M cu �o - th • u A rl 0 N (u WA t v • v, uc� ci B 10 12 I� V) O i ATTIC / cn ' I L. 1 ►-16-; 12 - 1'1- Irk farI�Ur1!� -4 CH LES ROOM JON JONS ROOM _ r III --- - GREAT ROOM ILa _ �-0 w K w M o DINING ROOM z - - FOYER KITCHEN -T-- - DRAWN i JWM 1 - . ` - H K JWM ' _ - DATE z` - - JAN 3, 1993 0 SCALr t- AS NOTED los Fz Ft ACV I �(✓�� ���/15�D• Sires �!�o� ... , ;\., F. rABUILDING CROSS SECTION BUILDING CROSS SECTION �� j G r / MAR 29, 1993 z �• . ; I JUNE 22, 1993 V SCALE 1 / 4 = 1 - 0 SCALE 1 / 4 - 1 - 0 •Y 1' A SEPTUGUST3,51993 199 3 p SHEET Of - I I I n Fv F1 FA, Irl 151 F-iM �-rLJ V� -- + --T- � v� I �. -• ------- ---- elli . ;t I;- �J l.�6'Tl oI-1. I I f PKC,M A, j L) - vVoO n 00 N ;VD1N•r" 7l1(v 4,+5 F > R0 0r- �5:,.A,7H I FIra ~ P�M��U P��T1J r� v�IOD p Fza�F I� F�Rte•H,a.�.`r 5��11=5 �H I Nlt t,� d✓�- n 7/16, 4, 5, Ey. PAPr- SH r- STH 1 r4�r M 1/'L (�`(P 13D• GSI LI tJ� . � �l. �g' i 1 ►' ._.f• H U�-f�••iG�1•-I � Gl.,I P �,a.. TIS-1�s5 � , „ ii a L,p,-1"- a •y r MAIM. T t M f.l�-11. �"o 44 � P N ► T 10-0 � n 1�. .; 2 �-la- sUF3 �P•SGI� , b v�1�T 3 2 x 12 Ln H E -nPo � vv/ 2 - 2 .A F� + U i '� _ ,6•L•LJM w 1 �I POW S ',H P0 L CA Fpm u wv -rte M s 1 0�ov� U I-Ici M �T'�L. W I N �/ r-I T - I I4,12J I.AT VV I H Com/ F�o� �o SGp-1.. - 1✓1�I. f� 2 ROOF SAVE DETAIL i ------------ :;/10_. - YWdop 611,0 ji:d 4�-1 CE~.p !. 9 SCALE 11/2 = 1 - 0 1 �! -)FT 51 T 17 I r Irl o r-I r H IZtJ 3/4 Tdi F .;-rvv049 t5o0t.cvfz- �'� f� I I P��Yr INSIJ T1ol� -r� �D N ! � T I�a PSP � � x � wod v sol.� �t.aTl✓ 1 1.� �- xv '5 0�T+ woof s1 p Na 7/i�a l a.F�. �. P.0op ��-44��- -H � F i�.. �- f � f2- l�MNMMIMVQ �l ��-1•� Of-� o �• 5 � F'F' .I sir..( ,J F-� �,T-�J w��� rear OCT woe, P TRI M -- �� r', TT I f-15U L-�TI 2 I 2t <:T� �n F'" T2 I h-I C,1.r-- H U tJe'1 14 e-TA L n ;�i ' -- -- -----•--- i ' , X�/I � G7av� tJt•11r- IMS�La•�D 1 � � � -� .� r� I �-.► r�1 T C H E 3 "rel M A.-r W 1 t! / -� 2 )4 5 L�P 1=P \n/oo P -5 I I.I. in 1 P� 5 MA51TN Wool) 51 D 1 N(5r� �/5 � _ J � x � 5r�vsAt cn �,YP• La Iz- I el F�5Arr I �45L) �4 i' �� Gvtl G 5 LA 13 r0kr"1 vU a w W 1 ROOF EAVE DETAIL cn J p r �t Ga v✓o®� S o 1.l� P l.,a-� m , J 9 SCALE 1 1/2 = 1 - 0 -- w , Al- e-Ha o1. r s �- - �'�d'�. J co 7 4 o z w I w wM DRAWN WM GaMPA'GT0v FZ- ouN� L.eg CHECKED 12-r P-1-047H WI0 0. JWM tl ec DATE z o, U, C • v od • ' . e g I I G�M•L) JAN 12, 1993 ,.. o•° AL 11 II� AS NOTED V o �. �o fz�l ►..1�. GOrJ�• ��� � WALL SECTION JOB NO A T1 3& o�P . I � . i , AN i 9 SCALE 3 / 4 -- 1 - 0 SEPT- 3, 1993 U I f:'OII- 157l.P� ��I.� a-i ry; s 1'T oc p i .r. ' LL SHEET 9 OF �/ to w o � n �. , (� �n�►.)�.FZ Pia��..v --- ___ � -I of?- , vloo�2 M 0 3 2 �L0 1,4 i-lG�t ��f I�-v P -- �W_ _ _ - 3,a _- _ _ �- I f-I�lJ�•-rl o�l p �P F�.��-��S w cq WOOL;, TF�-l M 61 � r a)(-& r I L I �-! JoI �T:� Niq ELE BE RO O. 4• � - } o -II .► �s - off 2 8 -� 5 IJ v s (2 - N Y ND \,V/ S L" �►-I rl E a Lj x Post - �8 PI.YU/ ILoo N NSI U A�! G L U �J o �'� DI K 3 2 �8 P __ _ a��� �/� Lao gI kl a f ,6-I l•F—D l.l� MAJys �-rO r"I-��- T14 Ns .I o - -- - - - - - - - -- co N r, 1 (7 P- MM wmwm 31 D K,'�T1 V tf W OOP TFLJ NI �—_ -- —_ _ �l' ��I G K w I-rii �--- -- %II PE�o .YI / v+loop Tr�tM - CL l , �► ��", F3RITI 'I vloolD b-� � G���R. �� �-_- ------.. .----- - ------- -_.___ __-- --. �� V� �t✓U j - �21-pill �r WITH FzoU-�'� 40��� _ ti i l' � . 5 - �/ II , GLC . / I ft; �1❑ H T� b �� 4 -. _ I F2, I- �`(AI F, SH0W0 11-4 TNI VI �w 4 '� - 2� H �ACsFz• _ � Iz GI.-P`F�1 T`( OG(: tIj p-5 ��T+•I�� f � I � � ��r�e� I DINING ROOM PORCH _ il 0,5. � 1� Z , 4, x 4 Pow s�7 U �ATjrN,e �� II II IS N -( �� o O a.s. w (GUT TaP q.5 o� _ 3 H x 4 4AH Drel L, GUT TOP T49 l.o �� � ----� -I_ I N 5 u I.�T�p �I N G, H�)Mia -_ •� - 5 ��o-r, SSP If I H � W --- _- wI caw _ - - _ - - --- VI 1900 V 'Z 2 pl 6,t<-QTS @ (o o, G .- I /2 5,: F- DE o v� woad F� �!� v�/D, o �1, l CrYP1�AL-� -r Z x l o P �, Jrr I s L. ►I 601-161, ��A vd/ i (G JT To s'-� - � � /�� � wp. x6 w I w I,4 wwM I I \� a N M Tf �' �- -apra- W _ tf-- � rn n. G•oN T, �'�.�SH I N� ` � � $ Q 4 - Ilk 73 P.T. x I�l.p-T �8 x�{. x I Co 6,M JHt6Lr H H z DRAWN - -- -- Li - - _ - 'HECKED a Io5% 5� „ 0 5� I I God T• �-I�, Gol-1�, �T� S J 5�� F-N n N F1.-A f JWM Z 0 A SEPT. 3, 1993 Q, AL r.T. x bI�1 Nc1 i► �- AS NOTED T. w / eU : Joe NO �` •b°b• I✓I l.l. IG�-i- n��c.al.1� �, d° :�':oa �o��. � °�: I .o. * .°o. IA���L14FZ' ro1,T'i i :.q ! Q �� �1 pEv Ho-r p I r Pr-,p Gal.-/��I 1 ; O �� . • o• .•oe 'p •n• 4rzl rB PARTIAL BUILDIVC _SECTION THROUGH P_.ORGH t IG FW, r-�, 15N P0 1 O SCALE 3 / - 1 0 r ] LL / -' ~ SHEE1' 10 OF �� 0 . NOTE: (Geling heights are. to nearest: inch- no. nch- FINISH SCHEDULE U a All Windows operable"B" S "�" are:) All erable windows: n fractiongen s i ) 1. Metal 1. Have fiberglass half screens S~ace M 2. Beige in color 2. Tilt feature Space Name Floor . Base 'Wall ceiling • No. _ 3. Have muntins 3. Dual cam lacks - 4. Insulated glass Material Finish Material Finish Material Finish Mat 1 Finish Hei t • 5. Davit Insulated L 4*: eria g 6. Sung hung or fixed 7 x 6 deckear umt smooth de Porch ck _nit �` - Brick Sealer oTVBD painted 10'-10" w Fo�rer wood wood ---paint �rp�BD�faint GYP. BD down vaulted � 00 cnocEF N 1 Stair hall mood pre-fin. wood paint GYP.BD faint GYP.BD down vaulte tQ Dining wood re�fin'. wood paint GYP.BD pw,ct & GYP.BD own " - noc n Study/ guest bedroom Carpet manuf, . wood paint GYP.BD paint GYP.BDawn 8'-0" WINDOWSCHEDULE Guest bathroom Cer.tilenori--slip cer.tile lazed wa nsMR cot _paint GYP.BD saginted 81--0 Great Roamnock Carpet manuf, wood paint GYP.BD paint GYP.BD own vaul.te Mark Size Style Remarks Kitchen _ vinyl factory wood paint GYP,BD paint/wc GYP.BD own 9'--41' _ Breakfast nook vinyl factory wood paint GYP.$D aint/we GYP.BD ownk 9'-4" t*� A 2 8 x S -01$ sing` h� - Pantry yY vinyl factory wood �- paint GYP.BD paint GYP.BD own — 91-411 �� � � ldnack � 11 � �_ �� �-811+ Laundry vinyl factory wood paint GYP.BD paint G.YP.BD own 9'-4" B 1 TO x 5 fixed Door sidelights- C3-0 x 6�0" -�� S.H. - ��- Garage concrete painted - - peg 6d. aint GYP,BD down 8'-6' _ Stair oak trds nock b D 2--0_x 5-0 -� S.H. _ carpet urethane wood _paint GYP.BD paint G BD ch E 2-0 x 3-0 S.H. Hall No.2 Car et manuf woodyaipr_' downk 8'--0" knock ►--. F 2-0 x 2-4 S.H. Bedroom III Jon Jon Carpet manuf' . wood paint GYP.BD sant GYP.BD down . vaulte 0 * * Gy� 3-0 x 5--0 S.H. Bedroom IV Michele Carpet manuf. wood paint GYP.BD paint GYP.BD down vaulted 0 v H 4-0 x 4--4 S.H. Egress window Childrens bathroom--: lavatory Carpet manur wood paint GYP.BD paint.' GYP.BD down V-011 I 4--0 x 6-0 S.H. Childrens bathroom-- toilet area cer tile tactoryp cer the �actory GYP.BD paint GYP.BD downk 71--0" J Not used ______ _ Linen closet Carpet manuf wood painted GXP.BD paint GYP.BD down 7'-0" K 2-8 x 4-4 S.H. This must function as ggress _ Attic over garage plywood unfinish d_______ ________ ________ _______- _-- ----------------- L�- 3`0 x-3-0 fixed T Master Bedroom Carpet manuf wood paint GYP.BD knock � paint/we GYP.BD down vaulted nock M 3-0 x arched (varies) fixed Master closets Carpet manuf woodnainC '- " fixed on-slip lazed knock N 3-0 x arched varies) Master Bathroom cer the factory cer the actor GYP.BD aint/wc. GXP.BD . down vaulted 0 2-8 x 4-0 S.H. This must function as_E&ress -- _ Attic over BR 11 Pl wood unfinished ------ ------- ------ -------- - --- ________ ________ P --- r 8 X- T-Q - _ __ T "_- _ -_ -Clerestor>' lite above entrance V f i red �.�p. z-•mi1 � L� _ �____ _ pp N C+. DOOR SCHEDULE Door Size Thickness Style Elev d Remarks 1 3'-0" x 6'-8" 1 3,/4" panel, A Millwork. entrance door w/ sidelights . 2 21-811 x 6'-8" 1 3/4 panel $ - 3 2-4 x 6-8 1 3/4 panel $ e 4 PR 1-6 x 6-8 1 3,/4 panel C S 2-4 x 6-8 1 31/4 panel B -_- 6 2-8 x 6-8 1 3 /4 pocket B 7 2-8 x 6-8 1 3}/4 gyass buck/ 8 PR 3-0 x 6-8 _1 31/4 H.C. flush E Es CUSS buck C) Q �. Ty `� E~ 9 2-8 x b8 _ 1 31/4 gass D 10 8'-0 x 7'-0" factory std Overhead F 11 8'-0 x 7'-0" factory std' Overhead F --12 8'-0" x V-0" _- - 1 344 - mYta c a � ass G ._..... 13 81-011 x 3' -011 1 31/4 �� G co p 14 2--8 x 6-8 1 3;/4 panel. B (,L.1444 W/ 1S _ PR 2 -6 x 6_8- _ __ __._ 1 3.i/4� panel B ___ _.....�.___ -_ _ Z - -1-6 -- 2-8 x 6-8 1 3.1/4 - panel $ 17- 2--0 x 6--8 - 1 3U4 T panel C 18 2-4 x 6-8 1 33/4 panel B 19 2-0 x 6-8.. .11 33/4 panel. ` aluminum/ '.'�. ss 20 2-0 x- 6-4 _..33/4 glassUj KIc 21 _ PR.-2-0 x 6-8 1 31/4 - panel C .22.. . - - 2-0 x 6-8 -v1 33/4 vpanel C 23 PR 2-6 x 6--8 1 33/x► panel B 24 2-8 x 6-•�8 1 33/.4 panel B C� --_ __-----• —� _p—an-e-, LU �3ot.ID WdoD M,a5o1.t (T� N1^SG►,�tt� O 5�3UGK,/ - 25'._.__•_ 2�.6 x 6-8 33/4 anel B `31�C Pfy*N 'ra R X pA V ice. •*� ;a4L•1� Df�7 26 PR 2-6 x 6-8 1 33/4 panel. i B f,.,, 27 2-4 'x 6-8 1 3}/4 panel B " 28 --- w2-8 x b-8_..._...--___._.-------_- - 1 3}/4 panel _.. _... $ _-__ ---- _-------• ----- --- � � UJI WK. 29 2-4 x 6-8 1 31/4 panel BQj �- ? JJD 30 2--4 x 6-8 1 31/4 pocket B CL �/ �j 31 2-8 x 6-8 1 3I/4 panel B LU _.�___�_.-. -._.-_ _._,.___ Q -- 32---- 2-6 x 6-8. _- -_-- 1; 1 anel $ m . 33 3-0 x 6-8 1 3j/4 panel B _ __..� __. — W . Tp-R. U J (n U O �Diw.C.bvJ [.o de- 4�I9,V �,4P E+firZA4lir VOOR 7MMi 6LA5S - _- __ �._.._ " — _ —_..._.__.-.."_ � _ - — --- DRAWN O »VSH Wt T __._ JWM -r��"'t �D ASS _ __._.__-_ __..� _. H KED JWM � a � Z A O SEPT. 3, 1993 SCALE .. AS NOTED V ..__. ___-.._-------. ._- �._. ��._. � JOB 0 cc ,. �, REV 01 m -- E.El . �� ..... -�,- SHEET 11 0F 0. 'i i CEILM FAN (PREWIRE ONLY) -- INCANDESCENT FIXTURE FVE WIRE DUPLEX RI-CEPTAGLIr Q» GROUN0.FAULT,INTERUPT CIRCUIT DUPLEX R5CEPTACL9` W'L DRYER RECEPTACLEGROUNDED I 1 ,��?��`ti t !'_'f i \ RANCxE REGPTACLIr GROUNDED GROUNDED DUPLEX RECEPTACLE: - HALF,SWITCHED roor.TELEVIDION CABLS OUTL5T � TE LEPWONS OUTLET - i � Q JUNCTION BOX TO SwIT�- SINGLE POLE SWITCH + 42 THREE WAY SWITCH ,r 42' AiT WALL moUNTsp 6MOKS DETECTOR. I{ \ IscoNNE cT eullTcaa, NON>"uel=o _ _ _ �_ _ 1� - WP. Wf�ATHERPRODF. ' 1 �'_I- - hI _ •' _ .... f p I J BRANCH CIRCUIT WIRING - CONCEALED _ >� DIMMER SWITCH.+ 42' �_ __ __ _ __-_._. __ ;z.. t • r r RE CE 55 INCADNDE SCENT FIXTURES . G. RE SS INCADNOESCENT FIXTURE W/ PAN __ YJf (J� _ _ __. _ _ --- - -C� =W rC>� F1...0UREnSCE:Nt LIGt-ICING ., PR1=