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HomeMy WebLinkAboutBUILDING PLAN 1808-0219Dixieland Two -Family Dwellings Oleander Properties of Ft. Pierce, LLC 2F257 - 259 Dixieland Drive Fort Pierce, Florida 3498 Index of Drawings 2 1 G-00 I COVER SHEET LANDSCAPE * IRRIGATION L- I TREE LOCATION * RELOCATION PLAN L-2 LANDSCAPE PLAN L-3 IRRIGATION PLAN L-4 LANDSCAPE DETAILS L-5 LANDSCAPE SPECIFICATIONS 2 1 L-G IRRIGATION DETAILS * SPECIFICATIONS ARCHITECTURAL A- 001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES X A-1 0 1 SITE PLAN A-20 1 EXTERIOR ELEVATIONS A-301 SECTIONS AND DETAILS A-501 DETAILS A -GO I SCHEDULES AND DETAILS STRUCTURAL 5-00 1 GENERAL STRUCTURAL NOTES 5-1 2 1 FIR T E S CO D FL O P N - t5U 5-1 3 1 ROOF FRAMING PLANS 5-50 1 FOUNDATION AND WALL DETAILS 5-502 SECOND FLOOR AND ROOF DETAILS 5-G01 SCHEDULES ELECTRICAL E5-1 ELECTRICAL SITE PLAN E- I b I ELECTRICAL PLAN E-1 02 ELECTRICAL PLAN E-20 1 ELECTRICAL RISEI Iv - OCT 2 9 2018 ST. cio County, Parml&ting JACK50NVILLE 5APA50TA FORT MYER5 %�,4 NAPLE5 KEY WES9Too ° N LOCATION MAP NT5 FORT PIERCE WE5T PALM BEACH DOYNTON BEACH DELKAY BEACH MIAMI pLLMANUFACIURES LABLES SFIOWING UFACTORSANDSHGCCOMPUANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND OWS UNTIL RNSPECTIONS ARE APPROVED TERMITE TREATMENT REQUIRED Q 3 QD w X AREA OF PROPOSED WORK FARMERS MARKET DR. CONCEALED FASTENERS AR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 5OUTHLAND DR.. DIXIELAND DR.. MIDWAY RD. N VICINITY MAP NT5 /XOS- 0210) ff. t-v09 C0UYTY stlt.nr'r.r. n ;NIi'i€AWED YO NC i°I1ii'i�J11 t�ti r >< rT g Its PT 014aoi, fit ,SO MPICTtON WILL R9 h"DL r Q to LU U V) J THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPEOTDRS THAT MAY At NEOESa AY IN ORDER TO OQMPLY WITN ALL APPUCASLS CODES. z ISSUED FOR PERMIT A N — CV ,O M Z J LL- > J J LLJ w U ' � W_ ' 0 � > ~ >J O > w LL W I Q )O o >3 Z Q Q w z 0 Q W_ CV X 0 N Florida-Caribbe I 4 { d ifty,I r Architectul 7 Erwood Place Boynton Beach, FL 3 (561) 308 6694 www.FCArchitecture AA26002566 DSGN A.5LOC DRWN A.VANHC APVD A.5LOC PROJ �e DATE Oct 25, 2015 - 10:20am FILEN JUNE 1, 2017 ARCHITECTURE, P.E5ERVED. DWG G-0 L G GENERAL NOTES: 1 . SEE DRAWING L-2 FOR LOCATION OF RELOCATED AND PALMS. 2. SEE DRAWING L-4 FOR TREE PROTECTION BARRICADE DETAIL TO BE INSTALLED AROUND OAK TREES AND SABAL PALM TO REMAIN. FH rw HM M nm — — —4 _wM — — -------------- DIXIELAND DRIVE X LEGEND: X EXISTING OAK TO REMAIN EXISTING OAK TO BE REMOVED EXISTING PALM TO REMAIN EXISTING PALM TO RELOCATE KEYED TREE MITIGATION lO NOTE. SEE NOTES ON THIS DRAWING. TREE DISPOSITION TABLE: ® " : Call 48 hours before you dig In .u, Its the Lewl l;€ www.CallBunehlne. com TREE MITIGATION INDEX: I � s i' s(si7tta L'� tll °lt:e� SCOTT _- �pNDSCA, t,�l BARBER ;�Q� o' DESIGN, P.A. I 1 .� LANDSCAPE ARCHITECTUe<U m W LC-20000593 (p , 111 F J II ST ., 1551 WYNDCLIFF DRIVE • • _ WELLINGTON, FL 33414 i,i11`�� R��Pr (561) 309-7263 Scott Digitally e Scott Barber Barber .Date: 2018.10. 21:25:04 -04'0( m m N N mN lO NATIVE TREES 4 PALMS TO BE PRESERVED (8) OTREES TO BE REMOVED (1 2 Oak + I Non-native palm) ONATIVE PALMS TO BE RELOCATED (8) ONATIVE TREES TO BE MITIGATED ON SITE (4) REPLACED PER Article X!! Div. I (inch per inch) NATIVE TREE DISPOSITION & MITIGATION TABLE TAG COMMON NAME SCIENTIFIC NAME TREE SIZE PROPOSED DISPOSITION REPLACEMENT CREDIT 1 Live Oak Quercus virgineana 14" REMAIN IN PLACE 1 2 Live Oak Quercus virgineana 16" REMAIN IN PLACE 1 3 Live Oak Quercus virgineana 10" REMOVE 4 Live Oak Quercus virgineana 6" REMOVE 5 Live Oak Quercus virgineana 6" REMOVE 6 Live Oak Quercusvirgineana 6" REMOVE 7 Live Oak Quercus virgineana 24" REMAIN IN PLACE 1 8 Live Oak Quercus virgineana 14" REMOVE 14" 9 Live Oak Quercusvirgineana 8" REMOVE 10 Live Oak Quercus virgineana 10" REMOVE 11 Cabbage Palm Sabal Palmetto RELOCATE 1 12 Cabbage Palm Sabal Palmetto RELOCATE 1 13 Live Oak Quercus virgineana 12" REMOVE 14 Live Oak Quercus virgineana 10" REMOVE 15 Cabbage Palm Saba] Palmetto RELOCATE 1 16 Cabbage Palm Sabal Palmetto RELOCATE 1 17 Cabbage Palm Sabal Palmetto RELOCATE 1 18 Cabbage Palm Saba] Palmetto RELOCATE 1 19 Live Oak Quercus virgineana 6" REMOVE 20 Cabbage Palm Sabal Palmetto RELOCATE 1 21 Live Oak Quercus virgineana 6" REMOVE 22 Live Oak Quercus virgineana 5" REMOVE 23 Live Oak Quercus virgineana 14" REMAIN IN PLACE 1 24 Live Oak Quercus virgineana 12" REMAIN IN PLACE 1 25 Cabbage Palm Sabal Palmetto REMAIN IN PLACE 1 26 Cabbage Palm Sabal Palmetto REMAIN IN PLACE 1 27 Queen Palm Sya rusromanzoffiana REMOVE N/A 28 Cabbage Palm Sabal Palmetto RELOCATE 1 29 Cabbage Palm Sabal Palmetto REMAIN IN PLACE 1 TREE MITIGATION NOTES: 1. MITIGATION REQUIREMENT: 14 INCHES (OAK SPECIES) 2. MITIGATION PROVIDED ON SITE 14 INCHES (4 -1 G' Ht X 0 Spr X 4" Cal, LIVE OAK) 3. RELOCATE 8 SABAL PALMS PALM RELOCATION PROCEDURES: 1. DETERMINE IN THE FIELD IF THE PALM IS THE CORRECT SIZE FOR TREE SPADE RELOCATION, AND REPORT TO THE LANDSCAPE ARCHITECT THE CHOSEN METHOD OF PALM RELOCATION FOR APPROVAL PRIOR TO DIGGING, PALMS MAY BE HAND DUG BASED ON INDUSTRY STANDARDS AND DETAILS ON THIS SHEET. 2. PALM RELOCATION PROCEDURES (IF HAND DUG) a. MOVE PALM ONE TIME FOR BEST SURVIVABILITY RATE b. AFTER THE ROOT BALL PREPARATION PROCESS ITS of CLEARING c. TIGHTLY WRAP BURLAP AROUND THE EXPOSED ROOT BALL SIDES TO RETAIN ROOT BALL SOIL DURING RELOCATION d. UNDERCUT THE ROOT BALL TO REDUCE DAMAGE WHEN LIFTING TREE e. RECOMMEND UTILIZING A CRANE FOR LIFTING PALMS GREATER THAN 30 FEET IN HEIGHT f. DIG HOLE TO RECEIVE THE ROOT BALL, 3 FEET LARGER IN DIAMETER g. DIG HOLE TO RECEIVE THE ROOT BALL WITH SIMILAR DEPTH AS ROOT BALL h. INSTALL PALM AND BACKFILL WITH SPECIFIED TOPSOIL, AND WATER IN, DO NOT COMPACT BACKFILL DO NOT BACKFILL SOIL OVER ORIGINAL GRADE OF ROOT BALL, AND INSTALL I INCH OF MULCH COVER OVER ROOT BALL j. INSTALL TEMPORARY IRRIGATION SYSTEM OVER ROOT BALL k. WATER ENTIRE ROOT BALL DAILY, FOR ONE MONTH, WITH ONE INCH OF WATER FOR EACH FOOT IN ROOT BALL DIAMETER (ESTABLISHMENT PERIOD) I. INSTALL TREE PROTECTION BARRICADE AROUND THE OUTSIDE OF THE BACKFILLED AREA, UNTIL END OF CONSTRUCTION 3. AFTER THE ESTABLISHMENT PERIOD, WATER AND MAINTAIN PALMS AS SPECIFIED FOR NEW PLANTS. A A N -- N 00 011 r ^ V (") Z J J L,_ U J w w U J > lY LIJ > I -I-' U Q 0- I� F— W J O C LL 1- IL L Q W > LI— O LL FV V) I O 0 w o Z w Q J OL O Q w Iy z X IL C) Iry L0 w Q N Z LW/ J Q N O � 3:t.:i :Ltly ;it I' Matitt � �:q L:aL Florida-Caribbec- ilt� "t ii t iiit ktF Ir i II jii t d lillil � ;t ; Architectun 7 Erwood Place Boynton Beach, FL 33 (561) 308 6694 www.FCArchitecture.< AA26002566 D5GN 5. BAE DRWN 5. BAR APVD A. SLOCO PROJ 17000r DATE DWG r L. a�ytant !i it>7 1 �"s:'li"i tsis t f 1 2- wg 0 20' 40, GO, O 1" 2" 3" 1 " = 20'-0" =o �pNDSCgpF t,l'I cr 1 S TE--_' 'L 'i F 111 Cn m N m N � Q N N }m U z U H Z W a o O N U Z p cfl j LLJ K m W�LL1 Z a � U F w CwJ _ � o w w O z O N o m w Q N - O 2 0 z Q J W_ X_ 0 N 00 0�1 M I W U W n O LL_ Lu Q Q J W_ X_ n 0� N r\ N U J J LU U ry W F_ F- H LL O N W F— ry W IL O OL W n z Q W J O Q J W Q U cn n z Q Florida -Caribbean F C A`` Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 DRWN S. BARBER APVD A.SLOCOMBE PROD g DATE iNe8 DWG F WM . hm -------------------------------------------- ------------------------------------------------------------------------ 5' 2 1 5 35 29 -------------- -------- - ---------------------- - I.o l0 1.0 1.0 3 5" 40 1 5Q PUMP / WELL 5Q 1.0 sn 1.0 5h 1.0 sn 1.0 P R I51h I5h I51h I51h' 5h 6" 5 C 1.0 55t 55t 1.0 i. 15v 6 15, I l,o 2{�* I l.o l.o l.o 5st .o 31 1 to I412h _ �10 1 2h I2h 12Q o IOh I2h I ' IOh i I I II1.5" i l 32 I 12n ( �_ 1 2h 0h 1 2h I5h 1I OQ .: ,n := ... I Oh I2h I2h` D35�� 112f 12f 12f I2f 12f 2h; 7 12h 2f 12f 1 2f ) I .5" I 12f 40 15h 100 10h 150 12 �15h f I2f I2f 51.5" 1 121h Io0 Y{_il r h I2gQ 12h 1 2Q II 1 I l 1011 i I' oQ 2h 5h Q Oh 15Q 55t 12Q !{1i,1.."3,'�.a ,dt" Ion Ion Ion I oh � -5f_— [5ho I51h: - h=Il 15Q 55t -------------- 1.0 l.o �h,� Sh E I5h I5h I5h I5h Oh 5h Q: ♦ 5h lollon Ion Oh I OQ 5h I on- -- _15h' Toh —�— f5hl I5h I2h IOh 1 I2h I2h I. IOh 15h IOh IOQ I2h Ibhl on Igctz 12f ` 'r2f,, I Oh .!'I'" I Oh I IOh 1OIon 1 h 5n Ioh 1OQ 2h 1 Ohl 10 121 1 12h 1oh 1011 1 OQ 2h Ohl I Oh I 2f I Oh, L1+i Oh i on IOh IOh IOh IOQ I2h Ioh 100 Ion lOQ IOh ton on �h ._.._. 1.5fi _.......I 55t IOh 12n zh 15Q 15Q 2" MAIN LINE LOOP 5" SCOTT NDSCq BARBER ,QUO ...... 0 DESIGNS P.A. zsw: LANDSCAPE ARCHITECTURED D j d . — N ~i Lc-26000593 qj O /i ST TE O , 1551 WYNDCLIFF DRIVEZ LLI WELLINGTON, FL 33414 Q = fill %%\�\ Q RI P= (561) 309-726.3CIO —� F- IRRIGATION LEGEND: — Main Line - 2" SCH 40 PVC Lateral Pipe - See pipe sizing chart CLASS I GO PVC Sleeves 4" - Pipe sleeve size SCH 40 PVC Wire sleeve size SCH 40 PVC C Controller ❑ Shell Mounted) ® Rain Sensor (Clam (Wall Mounted) ® Pump / Well Nozzle 15Q Rainbird 1800 Series Pop-up Spray Head - See plan for nozz e type Zone Valve (Install in a Carson 14 15 valve box) Zone Station # r Control Valve Size Gallons Per Minute .0 Rainbird 3504 Series Rotor Spray Head PVC Ball Valve, size per mainline (Install in a Carson 141 9 Valve Box) vozzie vpclon5 Q = 90' Spray H = 1 80' Spray TO = 270' Spray F = 3G0° Spray LC5 = L. Corner Strip RCS = R. Corner Strip 55T = Side Strip A = Adjustable Arc ♦ = 1300 AF Bubbler PIPE SIZING CHART: GENERAL NOTE: SIZE PIPE SO NOT TO EXCEED A MAXIMUM FLOW OF 5 FEET PER SECOND (FPS) PIPE SIZE GUIDELINE: 3/4" (0 - 9 GPM) I" (10-IGGPM) 1 1 /4" (1 G - 25 GPM) 1 112 (25 - 35 GPM) 2" (35 - 55 GPM) 2 1 /2" (55 - 75 GPM) 3" (75 - I 10 GPM) Call 48 hours before you dig Ws the Lawl www.CWISunshine.com GENERAL LANDSCAPE NOTES: I . SEE DRAWING L-G FOR IRRIGATION DETAILS AND SPECIFICATIONS 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION 3. DIGGING IN UTILITY EASEMENTS SHALL BE 5Y HAND ONLY A A ENTIRE SHEET N 0 20' 40' GO' 0 2" 3" 1 " = 20'-0" m m N N Q mm w z a U H z w Q o z O N_ � wJ � m z Q � U � w o U � ec w � � o w w 0 0 ro � o� N O II [ jii�"l i. +ett II!{ C {� tI t ,f•.Vti{leli. CV 0" � I) Iq V CY) Z J LL_ w LU J U 0:� ULJ W_ U Q W � W J 0 LL_ LL_ LLJ LL > O LL Q:� � I W 00 0 Z LU J CL Z F— J O Q Q W_ 121:� W X IL O QW LJO o ILU CD X W J N O Florida -Caribbean ta{Wl F 9 5{. Architecture 7 Erwood Place Boynton Beach, FL 33426 (561 )308 6694 www.FCArchitecture.com AA26002566 D5GN 5.13AP5ER DRWN 5.BARDER APVD A. SLOCBidIDE PROJ ,+e DATE > 10/ 1 2/ 18 DWG L-3 ct 12, 201 8 - 9: 1 2pm FILENAME: L_ 10-1 2-1 8.dwg rFull .: "[j ! Ii I,,, !. rr ttpllitl:mf•.I!!.+ e{.�-, �,.x,d LIMIT OF WORK AROUND ENTIRE I DRIP LINE OF TREE 4"x4" PINE POST 2"x4" RAILING BARRICADE TO DRIP ORANGE MESH CONSTRUCTION FENCING HIGH DENSITY PE "ALL PURPOSE BARRIER" BY CONWED OR EQUAL. 800-888-5933 AI� PLAN NOTES: 1 NO CONSTRUCTION TRAFFIC, CUTTING, FILLING STAGING, TRENCHING OR ROOT COMPACTION WITHIN TREE BARRICADE. 2. PLACE BARRICADE AROUND TREES TO REMAIN BASED ON THE VEGETATION PROTECTION BARRICADE PERMIT AND OBTAIN COUNTY APPROVAL OF INSTALLATION PRIOR TO DEMOLITION, CLEARING, OR SITEWORK. 3. BARRIER TO BE ERECTED AROUND TREES TO REMAIN WITH 4 INCH DBH AND GREATER. TREE PROTECTION BARRICADE DETAIL STRONG CENTRAL LEADER WRAP ARBOR TAPE AROUND BOTTOM BRANCHES & LOCK WITH HITCH LOOP. SEE KIT INSTRUCTIONS. SAME GRADE AS NURSERY 3" LAYER OF MULCH I� II II II II 2-211X4" WOOD STAKE BRACES @ 180°, STRAPPED AROUND TRUNK SAUCER 6" HIGH N.T.S. 31 3" LAYER OF MULCH AS w SPECIFIED. MAINTAIN 3" SHRUB Z CLEAR ZONE AT STEMLU x� p m PROPOSED SOD ON 2 INCH TOP SOIL LAYER /--- ROOT BALL PLANTING SOIL SEE -� SPECIFICATIONS _ 2 X ROOTBALL SHRUB PLANTING DETAIL TRIM OFF ALL BUT THE TOP 1/3 OF THE FRONDS AND WRAP WITH TWINE WOOD BATTENS SHALL NOT BE NAILED TO TRUNK TIE W/BIODEGRADABLE 3" LAYER OF MULCH AS SPECIFIED 12" MIN. PLANTING SOIL AS FINISH GRADE SPECIFIED AROUND THE > ROOT BALL ROOT FOLD BACK TOP OF BALL 12" MIN. PLANTING SOIL AS SPECIFIED BURLAP OR REMOVE co AROUND THE ROOT BALL. COMPACT CONTAINER C\IL U WELL UNDER ROOT BALL TO REDUCE SETTLING 12" MIN. PLANTING SOIL AS SPECIFIED AROUND THE ROOT BALL. COMPACT WELL UNDER ROOT BALL TO REDUCE SCARIFY BOTTOM & SIDES SETTLING OF PIT W/ PICK TREE PLANTING DETAIL 0 {r j D Ell N.T.S. ROOT BARRIER BY "BIOBARRIEW ANDIOR "DEEP ROOT' VATER AND/OR SEWER FACILITIES (IE. MAINS, AND/ORLATERALS) TREE ROOT BARRIER DETAIL N.T.S. N.T.S. 3-2"X4" WOOD STAKE BRACES @ 120°, NAILED TO WOOD BATTENS STRAPPED AROUND TRUNK W/STEEL BANDS, OVER MIN. 3 LAYERS OF BURLAP TO PROTECT TRUNK SAME ORIGINAL GRADE AS NURSERY OR FIELD. FINISH GRADE ROOT II 2'-0" MIN. GROUND STAKES BALL FLUSH WITH GROUND, LEVEL FOR STABILIZATION. PALM PLANTING DETAIL N.T.S. "IDEWALK OR OTHER PAVING OP OF SOD TO BE FLUSH VITH PAVEMENT 3• 3" EXISTING SOIL LAYER CLEANED OF DEBRIS AND AMENDED AS NECESSARY PER SOIL ANALYSIS. SOD INSTALLATION DETAIL N.T.S. SCOTT BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE 0 LC-26000593 ul 1551 WYNDCLIFF DRIVE Z WELLINGTON, FL 33414 (561) 309-7263 Jt �ttli st; st�.,t;e'�S+If ;ill9lttdt,: It.���'. �NIA CAP I'll ziW - 01sw •^'� p �i/ TE t ---.' C) 4LIJ1 � .. OF I III'\\F�ORIDP=== F- 1�I I :3k �€I�EIIq ItE st tLt�tt,u,Ili3 Ii''9etlmt ut i'it, tl44 CD CD j O N w a C2 } w z a U z a z w O � N w z o w � J U, � Z m a � U � N w U � o � o w w z z 3 0 O O w o m � z I{ Sj ail to td �3I H�iY u�ii: t4t�Eyp(3 41t ��R.i lI CV 00 O'� (") J L.L_ LLI U W W_ 0- 0 LL W pgq n Q 1 W_ X_ C) rn N N J J W U W H- LL LL O V) W W 0- 0 W/ CL w W .__I • u J Q W Q W IL U N 0 Q I t tii°.".tti Lt a � e.tiu l�tfi �'i i1a3 �k.ti�.'� irk ta�`f_ Florida Caribbean (tp� illil6t lhtt i I�t F i h4at tG: tilt h�l! Ial (t J �i �t'4�'t rii��ry bf1€ Architecture 7 Erwood Place Boynton Beach, FL 33426 (561 ) 308 6694 www.FCArchitecture.com AA26002566 t S ,iI eu��l� it t t t {t„�It i� t t I tt€Illiit,s I 'iCig D5GN S.EARDER DRWN S.BARBER APVD A. SLOCOMBE PROJ I DATE ��Xpe10/12/18 DWG L-4 i .�j' ,Iljxti i,u�'dli �E ii:tlu It ai iluiti'�{alsek'€{ill :�$r T 1.0 Part 1 - GENERAL 1.01 Description of Work Included A. Extent of Planting work is shown on drawings and in schedules. B. Subgrade Elevations: Excavation, filling and grading required to establish elevations 4" lower than elevations and contours shown on drawings are not specified in this Section. C. Finish Grade Elevations: 1 inch below top of sidewalk. 1.02 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. Source Quality Control: 1. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. 2. Do not make substitutions. If specified landscape material is not obtainable, submit to Landscape Architect proof of non -availability and proposal for use of equivalent material. When authorized, adjustment of contract amount will be made. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other material, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agricultural Chemists, wherever applicable. 4. Trees, Palms and Shrubs: Provide trees, palms and shrubs grown in a recognized nursery in accordance with good horticultural practice. Provide healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as decay, knots, sun -scald, injuries, abrasions disfigurement. Provide trees, palms and shrubs for grade needed as outlined under Grades and Standards for Nursery Plants, State Plant Board of Florida, unless otherwise noted. a. Sizes: Provide trees and shrubs of sizes shown or specified. Trees, palms and shrubs of larger size may be used if acceptable to Landscape Architect, and if sizes of roots or balls are increased proportionately. C. Inspection: Landscape Architect reserves right to inspect trees, palms and shrubs either at place of growth or at site before planting, for compliance with requirements for name, variety, size and quality. 1.03 SUBMITTALS A. Certification: Submit certificates manufacturers or vendor's certified analysis for soil substantiating that materials comply with specified amendments and fertilizer materials. Submit other data requirements. B. Submit sod vendor's certificate statement for each grass species required, stating botanical and common name, percentage by weight, and percentage of purity. C. Submit written warranty. See specification 1.06 D Planting Schedule: Submit planting schedule showing schedules dates for each type of planting in each area of site. E. Maintenance Instructions: Submit typewritten procedures for maintenance of landscape work. F. Contractor to provide Florida Department of Agriculture Certification on sod that is free of any noxious material. 1.04 DELIVERY, STORAGE AND HANDLING A. Packaged Materials: Deliver packaged materials in original containers showing weight analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Trees, palms and shrubs: Provide freshly dug trees, palms and shrubs. Do not prune prior to delivery. Do not bend or bind -tie trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. D. Deliver trees, palms and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist. E. Do not remove container grown stock from containers until planting time. DATE: Oct 12, 2015 - 9: 13pm FILENAME: L_ 1 0- 1 2- 18.dwg E. Do not remove container grown stock from containers until planting time. F. Label at least one tree, one palm and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. 1.05 JOB CONDITIONS A. Proceed with and complete landscape work as rapidly as portions of site become available. B. Utilities: Determine location of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. Contractor is responsible for repairing or replacing utilities damaged during construction. C. Planting Schedule: Where applicable, prepare a proposed planting schedule. Schedule dates to establish a logical sequence for completing each type of landscape work to avoid damage to other landscape work and work performed by other disciplines. Correlate with specified maintenance periods to provide maintenance from date of substantial completion. Once accepted, revise dates only as approved in writing, after documentation of reasons for delays. D. Coordination with Lawns: Plant trees, palms and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Landscape Architect. If planting of trees, palms and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.06 SPECIAL PROJECT WARRANTY A. Warrant lawns through specified maintenance period, and until one full year following final acceptance. B. Warrant trees, palms & shrubs for a period of one year after final acceptance against defects including death and satisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape Contractor's control. C. Remove and replace trees, shrubs or other plants found to be dead or in unhealthy condition during warranty period. Replace trees, palms and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Part 2 PRODUCTS 2.01 TOPSOIL/PLANTING SOIL A. Topsoil/Planting soil must be furnished as specified for use as planting pit backfill. Soil can be derived from one or both of the following: 1. Existing topsoil stockpiled on site during the clearing and grubbing phase of construction. It should be free of road base limerock, heavy clay, silt, stone, extraneous lime, plant roots and other foreign matter greater than 1 1/2" in diameter. It shall not contain noxious plant growth such as bermuda or nut grass. It shall test in neutral pH range of 5.0 to 6.75, 3% organic mater and contain no toxic substance that can be deemed to impede plant growth. The contractor shall have soil lab -tested at his expense. 2. Borrow topsoil/planting soil shall be a Overburden Mix from Atlas Peat & Soil of Boynton Beach, Florida, or approved, mixed 50/50 with existing top soil. 2.02 SOIL AMENDMENTS A. If necessary to bring soil into above specified limits: B. Peat Humus or Peat Moss: Texture, moisture and pH range suitable for intended use. C. Commercial Fertilizer: Complete fertilizer of neutral character, with 40% - 50% of the total nitrogen in a water insoluble form. It shall be uniform in composition, dry and free flowing. 1. For trees, palms and shrubs, provide fertilizer with not less than 6% available phosphoric acid, 6% nitrogen and 6% soluble potash. 2. For lawns, provide fertilizer with not less than 6% phosphoric acid, and 6% potassium, and 6% percentage of nitrogen required to provide not less than 1 lb. of actual nitrogen per 1000 square feet of lawn area. Provide nitrogen in a form that will be available to lawn during initial period of growth. 2.03 PLANT MATERIALS A. Plant list is part of this specification section. B. Quality: Trees, palms, shrubs and other plants shall conform to the standards for Florida No. 1 or better as given in the latest edition of Grades and Standards for Nursery Plants, State Plant Board of Florida. 2.04 SODDING. A. Sod: Provide fresh, clean, new -crop sod complying with standard proportions and minimum percentages of purity. 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A. Ground Cover: Provide plants established and well - rooted in removable containers or integral peat pots and with not less than minimum number and length of runners specified. B. Mulch: Chocolate designer Mulch, (no red mulch). Part 3 EXECUTION 3.01 LAYOUT A. Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as may be requested. 3.02 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified soil amendments and fertilizers with topsoil at rates specified. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. 3.03 PREPARATION FOR PLANTING LAWNS A. Preparation of Unchanged Grades: Where lawns are to be planted in areas that have not been altered or disturbed by excavation, grading, or stripping operations, prepare soil for lawn planting as follows: Till to a depth of not less than 6"; apply soil amendments and initial fertilizers; remove high areas and fill in depressions; till soil to a homogenous mixture of fine texture, free of lumps, clods, stones, roots and other extraneous matter. 1. Prior to preparation of unchanged areas, remove existing grass, vegetation and turf. Dispose of such material outside of Owner's property; do not turn over into soil being prepared for lawns. B. Elsewhere: Loosen subgrade of lawn areas to a minimum depth of 4". Remove stones over 1 1/2" in any dimension and sticks, roots, rubbish and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. 2. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrades to create a transition layer and then place remainder of planting soil. 3. Allow for sod thickness in areas to be sodded. C. Grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll and rake and remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. D. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. E. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. 3.04 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting bed areas to a minimum depth of 10" using a cultimulcher or similar equipment. Remove stones over 1 1/2" in dimension, and sticks, stones, rubbish and other extraneous matter. Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. Add soil amendment. B. Excavation for Trees and Shrubs: Excavate pits, beds and trenched with vertical sides and with bottom of excavation slightly raised at center to provide property drainage. Loosen hard subsoil in bottom of excavation. 1. Make excavations at least half again as wide as the ball diameter and equal to the ball depth, plus following allowances for setting of ball on a layer of compacted backfill: Allow for 3" setting layer of planting soil mixture. (See planting details) C. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill. Fill excavation for trees and shrubs with water and allow to percolate out before planting. 3.05 PLANTING TREES, PALMS AND SHRUBS A. Lay out individual tree, palm and shrub locations and areas for multiple plantings where required. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as may be required. B. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plump and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades or slightly higher than finished grade but in no instances lower. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/3 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. C. Set container grown stock as specified for balled and burlapped stock, except cut cans on 2 sides with an approved can cutter; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. D. Dish top of backfill to allow for mulching. E. Mulch pits, trenches and planting areas. Provide not less than following thickness of mulch and work into top of backfill and finish level with adjacent finish 3.07 SODDING NEW LAWNS A. Lay sod within 24 hours from time of stripping. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or roll tightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces to sod; remove excess to avoid smothering of adjacent grass. C. Water sod thoroughly with a fine spray immediately after planting. 3.08 MAINTENANCE A. Begin maintenance immediately after planting. B. Maintain trees, palms, shrubs and other plants until final acceptance. C. Maintain trees, palms, shrubs and other plants by watering, pruning, cultivating and weeding as required for healthy growth. Tighten and repair stake and guy supports and reset trees and shrubs to property grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. E. Maintain lawns for not less than the period stated below, and longer as required to establish an acceptable lawn. 1. Sodded lawns, until final acceptance F. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. 3.09 CLEANUP AND PROTECTION A. During landscape work, keep pavement clean and work area in an orderly condition. Leave site clean on a daily basis. B. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as directed. 3.10 INSPECTION AND ACCEPTANCE A. When landscape work is completed, the Landscape Architect will review the installation to insure that it meets the plans and specifications. The Owner will be notified in writing of the inspection results. B. The landscape will be acceptable provided requirements, including maintenance, have been complied with, and healthy, uniform stand of specified plants are established, in good condition, free of weeds and irregularities. Sod requires 100% coverage required for acceptance. PIX� SCOTT 0 BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE LC-26000593 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 _-'�O SCgp``�,, �zLU c :ems S TES: 00 I- mw U J m m o N N � Q mm y N N m Z Q U Z Z Q Z w o o N Z � g w s� mZ Q n U �o N w w� o � �o ww 0 0 co 00 w m a o m � N - O Z V Z J LLU 0 Q LL I >O 0 Z Q J LU X_ 0 N 0- cM J LL w U w IL I-- 0 LL LLa 0 Q J w_ X 0 o� LO N N U J J LL] U I� w IL LL LL O V) w w 0 IL w 0 Z w J u V) O Q LL w w Q U cn 0 Q 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 DSGN 5.13ARBER DRWN S. BARBER APVD A. SLOCOMBE PROD DATE 2/ 18 DWGy,Y�{ L-5 6'itllifl��`;�{r1tI ��IB�1Ni t�iIlNNIiCUIt61•t��r i1S���� u(4iiftlei!Sf✓I.'' IRRIGATION INSTALLATION SPECIFICATIONS I . THE WATER SOURCE SHALL BE A WELL AND PUMP NOTED ON THE THAT PROVIDES 50 PSI AT 45 GPM 2. CONTRACTOR SHALL COORDINATE AND PROVIDE ANY NECESSARY RELATED PERMITS AND FEES FOR THE WELL 3. SIZE PIPES TO RESTRICT WATER FLOW TO A MAXIMUM OF 5 FEET PER SECOND 4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO DIGGING 5. NO ROCKS, BOULDERS OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCHES G. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS 7. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID TEFLON 8. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS 9. ALL EQUIPMENT NOT SPECIFIED ON THE LEGEND SHALL BE DETERMINED AND FURNISHED BY THE CONTRACTOR I O.ALL VALVE ELECTRICAL CONNECTIONS MADE IN THE FIELD SHALL BE INSTALLED IN VALVE BOXES WITH WATERPROOF CONNECTIONS 1 1.24 VOLT WIRE SHALL BE # 12 OF/UL FOR COMMON WIRE AND # 14 OF/UL FOR CONTROL WIRES, DIRECT BURIAL, SOLID COPPER 1 2.THE CONTRACTOR SHALL BE RESPONSIBLE PROPER COVERAGE OF AREAS TO BE WATERED, I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO BLOCKAGE BY PROPOSED SITE FEATURES 13.THE CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER EQUIPMENT FROM INTERFERING WITH PLANTINGS 14.THE CONTRACTOR SHALL PROVIDE EXPANSION SOILS AT EACH WIRE CONNECTION IN VALVE BOXES (WRAP AROUND 3/4" PIPE 12 TIMES) 15. VALVE CONTROL WIRES SHALL BE COLOR CODED; COMMON -WHITE, CONTROL RED I G.THE CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION IN FAULT GROUND AND LIGHTNING PROTECTION 17.ALL SPRINKLER HEADS SHALL BE INSTALLED AT A MINIMUM OF 4 INCHES FROM PAVED AREAS 1 8.OVER SPRAY ONTO BUILDING OR PAVEMENT IS PROHIBITED PULL CIRCLE OADJUSTABLE BUBBLER: RAIN BIRD 1300A-F OPLANT MATERIAL OFINISH GRADE/TOP OF MULCH OUV RADIATION RE5ISTANT 1/2- INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O1/2-INCH FEMALE NPT x 0.490-INCH BARB ELBOW: RAIN BIRD MODEL SEPE-050 OSWING PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 OPVC LATERAL PIPE O8 1/2-INCH MALE NPT x .490-INCH BARB ELBOW: RAIN BIRD MODEL 5BE-050 OSCH 40 TEE OR ELL [0] ERCIAL CONTROLLER: RAIN BIRD ESP-LXM IN C CABINET. INSTALL CONTROLLER IN CLAM ENCL05UPE PER MANUFACTURER'S O2 JUN ION BOX Q I -IN H CONDUIT AND FITTINGS TO POWER SUPPLY OO POW =P SUPPLY WIRE ® 2-IN H CONDUIT AND FITTINGS FOR CONTROL WIFE © CON FROL WIRE. RUN 2 SPARE WIRES NOTES: 1. ESP _XM CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND 5CH 40 PVC CONDUIT FOR BELOW GRADE CO DITIONS. 3.. PRO ADE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHN15 OR LESS, CONTROLLER DETA L )(D SWING JOINT 2 I " NON -FACTORY SWING JOINTS N OMLY INSPECTED 1A USE FUNNY PIPE SCH 40 TEE OR ELL LATERAL PIPE FULL CIRCLE BUBBLER DETAIL POP-UP ROTOR DETAIL NTS. NT5. Oj 50LID BARE COPPER WIRE (# 10 AWG) FROM GROUNDING ROD TO CONTROLLER. MAKE WIRE AS SHORT AND STRAIGHT AS P05515LE 08 COVER GROUNDING ROD WITH 10-INCH ROUND VALVE BOX AS SHOWN Qg 5/8-INCH X 10 FT COPPER CLAD GROUNDING ROD OR GROUNDING PLATE. INSTALL RODS IN SOIL IN A TRIANGULAR PATTERN SPACED A MINIMUM OF I G FT APART FROM EACH OTHER. GROUNDING GRID TO HAVE A RESISTANCE OF TEN (10) OHMS OR LESS t® BARE COPPER WIRE (#G AWG MIN.) BETWEEN GROUNDING ROD AND GROUNDING PLATE tQ GROUND ROD CLAMP OR WELDS ® COPPER GROUNDING PLATE MIN. FINISH GRADE POP-UP SPRAY DETAIL 4" MIN. CLEARANCE '� PAVING m �' DITCH SLEEVES I~ CAP (TYPICAL) 3G" MIN. 24" MIN. TO FINIS DE PAVING NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE 5CH40 PIPE. 2. ALL JOINTS TO Bf SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-I CHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. PIPE AND WIRE SLEEVE DETAIL VC CAP (TYPICAL) NTS. FN I MAI CKIAL JISH GRADEITOP OF MULCH )P-UP SPRAY SPR(NKLER: \IN BIRD 1500 SERIES 'PLASTIC MPR NOZZLE JNNY PIPE NING JOINT C 5CH 40 TEE OR ELL .'C LATERAL PIPE ROUND VALVE BOX BRASS ISOLATION VALVE PVC ADAPTOR, SIZE AS REQUIRED (TYP.) MAINLINE, 51ZE AS NOTED ON PLANS NT5. NOTE: EXPOSED SUCTION & DISCHARGE PIPES AND FITTINGS SHALL BE GALVANIZED STEEL. CHECK VALVE SHALL BE POPPET STYLE. PROVIDE MINIMUM OF 4' CLEARANCE / ON ALL SIDES OF PUMP SYSTEM 17CiZ�I:l:1B�:i:/:1�11rL FRONT' ` CONTROLPANEL--� ASSEMBLY (U.L. LISTED) MAINTAIN 42" CLEARANCE FLOW METER IRRIGATION MAIN DISCHARGE ISOLATION VALVE SINGLE WELL SUCTION 4" THICK 531/2" X 531/2" REINFORCED CONCRETE PAD CENTRIFUGAL PUMP AND WELL DETAIL SAFETY FEATURES (PRESSURE DEMAND); 1, TRANSIENT SURGE 2. LOSS OF PRIME 30-INCH LINEAR LENGTH OF WIRE, COILED ID TAG FIELD DECODER VALVE BOX WITH COVER: 1 2-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: PVC 5CH 80 NIPPLE (CLOSE) PVC 5CH 40 ELL PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (I OF 4) 5CH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE MODEL: PVC SCH 40 TEE OR ELL Rain Bird PEB-PRS-D (Spray Zones) PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE FINISH GRADE, MULCH, I" BELOW BOX i- SUBGRADE PVC NIPPLE (TYF.), SIZE AS REQUIRED NT5. SCOTT BARBER DESIGNS OP.A. LANDSCAPE ARCHITECTURE LC-26000593 1551 WYNDCLIFF DRIVE � WELLINGTON, FL 33414 Z 13 (561) 309-7263 G IRRIGATION CONTROLLER FIBERGLASS REINFORCED ENCLOSURE FRONT 41 X 4'W X 4'H CLAM SHELL DESIGN FOREST GREEN GELCOAT STIPPLED FINISH 15 VARIABLE FREQUENCY DRIVE PRESSURE TANK CENTRIFUGAL PUMP (50 PSI @ 45 GPM) O (HIGH EFFICIENCY ODP MOTOR) GALV. STEEL DISCH. HDR. PRESSURE TRANSDUCER WELL NTS. RAIN SENSOR - INSTALL ON FENCE POST AT LIFT STATION WHERE RAIN SENSOR IS IS EXPOSED TO UNOBSTRUCTED RAINFALL AND IS CLEAR OF IRRIGATION SPRAY COMMON WIRE TO CONTROL VALVES TYPICAL CONTROLLER COMMON STATIONS TERMINAL RAIN SENSOR DETAIL CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPINGAND LOW VOLTAGE WIRING. MAIN SUPPLY, LATERAL MAIN LATERAL LOW -VOLTAGE 120 VOLT AND LOW -VOLTAGE WIRING SUPPLY LINE WIRING WIRING JBINGOR y 24 LATERAL 2411 8 IRIN ®O 18 �l MAIN LINE • 2"+ 2"+ 2" y * .W y a W3 m a a r ALL MAIN SUPPLY LINES TO BE INSTALLED IN - TAPE AND BUNDLE ACCORDANCE WITH TUBING OR WIRING MANUFACTURER'S INSTAL - AT 20' INTERVALS. LATION SPECIFICATIONS. NTS. ALL 120 VOLT WIRING IN ACCORDANCE WITH LOCAL CODE. TIE A LOOSE 20" LOOP IN WIRING AT ALL CHANGES OF DIRECTION GREATER THAN 300 UNTIE ALL LOOPS APTER ALL CONNECTIONS HAVE BEEN COMPLETED. ISOLATION VALVE DETAIL PIPE TRENCHING DETAIL NT5. NTS. NTS _o �PNDSCgpF aq� = J. 13,q "9 4 L 0 1� ZIt D I E I��''��FGORIOP_ ,W U J � z 0 0 N j 9 � mZ a o v � N w Cz o w w Z Z 3 3 0 0 w o z N 00 (D 0� V ('7 Z J LL U I LLJ —I w U J N > OL, W Z > LU U O 0 CL Q:� LLI Q Q:� U J OLL_ 1= IL LL Lu U_ U Q > O OL H N N I LU O o r Z LU �- 1O , 0 x o- 0 Q LIi O 1 0' n F- W N Z X LU N O Florida -Caribbean F C' 1( i Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 DSGN 5. BARBER DRWN S. BARBER APVD A.5L000MBE 1 PROD (� I DATE(`' Q� v'T 18 D--W-G- �✓� L - 6 I 2018 - 9: 14pm FILENAME: L-10-1 2- 18.dwg ABV ABOVE ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALUM ALUMINUM ANOD ANODIZED ARCH ARCHITECTURAL BD BOARD BLDG BUILDING 80 BOTTOM OF BOTT BOTTOM CAB CABINET CBP CUSTOMS AND BORDER PROTECTION Cl CURB INLET CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLP CLEAR CMU CONCRETE MASONRY UNIT CONIC CONCRETE CON5T CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CPT CARPET CT CERAMIC TILE DET DETAIL DETN DETENTION DIA DIAMETER DIM DIMEN51ON DN DOWN DR DOOR D5 DOWNSPOUT DWG(5) DRAWING(5) EA EACH EJ EXPAN51ON JOINT EL ELEVATION ELEC ELECTRICAL / ELECTRIC ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT ETC ET CETERA EWC ELECTRIC WATER COOLER EXP EXPOSED EXPN EXPANSION EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FIRST FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FLK FLOOR FM FACTORY MUTUAL FPA FLORIDA PRODUCT APPROVAL FR FIRE RATED / RETARDANT FRP FIBER -REINFORCED PLASTIC FRT FIRE RETARDANT TREATED FT FOOT / FEET � DETAIL DETAIL NOT TO SCALE DETAIL IDENTIFICATION NUMBER f- PLAN NORTH z TRUE NORTH DOOR NUMBER, SEE PLAN DRAWINGS IOIA AND DOOR5CHEDULE OFFICE ROOM NAME AND NUMBER, SEE FINISH SCHEDULE wl WINDOW TYPE, 5EE WINDOW SCHEDULE WALL TYPE5, SEE DRAWING A-501 FOR WALL TYPE5 DETAILS i ATE: Nov 12, 2018 - 8:41 pm FILENAME: 1710 GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GI GRATE INLET GL GLA55 GLAZ GLAZING GYP GYPSUM GWB GYPSUM WALL BOARD HC HANDICAP HM HOLLOW METAL HOR HORIZONTAL HPT HIGH POINT HK HOUR H5 HARDWARE 5ET HT HEIGHT HVAC HEATING, VENTILATING, AIR CONDITIONING IN5UL INSULATION IRWC IMPACT RESISTANT WALL COVERING JAN JANITOR JT JOINT LAMI LAMINATE / LAMINATED LMI LARGE MISSILE IMPACT LP LIGHT POLE LPT LOW POINT L5G LAMINATED SAFETY GLA55 LTG LIGHTING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MFR MANUFACTURER MIN MINIMUM MI5C MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL NIC NOT IN CONTRACT NO/NBR NUMBER NOA MIAMI-DADS NOTICE OF ACCEPTANCE NT5 NOT TO SCALE OC ON CENTER OCC OCCUPANT OD OVERFLOW DRAIN OPNG OPENING OPP OPPOSITE PJF PREMOLDED JOINT FILLER PL PLATE P LAM PLASTIC LAMINATE PLYWD PLYWOOD PNL PANEL POP PORCELAIN TILE PP POWER POLE PR PAIR PREFAB PREFABRICATED PT PRESSURE TREATED PTD PAINTED PTN PARTITION PVC POLYVINYL CHLORIDE LEGEND OF SYMBOLS DIRECTION OF VIEW FOR SECTION CUT AREA COVERED BY DETAIL % \ 1 1 \ / SIDE OF ROOM ELEVATED QTY QUANTITY P RADIUS RB RUBBER BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQD REQUIRED REV REVISION/REVISE KM ROOM PO ROUGH OPENING RUB RUBBER RWL RAIN WATER LEADER 5CHED SCHEDULE 5CW SOLID -CORE WOOD SECT SECTION 5F SQUARE FEET 5FRM SPRAY -APPLIED FIRE RESISTIVE MATERIAL 5HT SHEET 5HWR SHOWER 51M SIMILAR 5M1 SMALL MI551LE IMPACT SPEC SPECIFIED/SPECIFICATION 55 STAINLESS STEEL STD STANDARD 5TL STEEL 5TOK STORAGE 5TRUCT STRUCTURAL 5U5P SUSPENDED 5W SIDE WALK TCA TILE COUNCIL OF AMERICA TEL TELEPHONE TELE TELEPHONE BOX TILT TOILET T.O. TOP OF TOB TOP OF BEAM TRAN5 TRANSFORMER TYP TYPICAL UCK UNDERCOUNTER REFRIGERATOR U.N.O. UNLESS NOTED OTHERWISE VB VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIP VERIFY IN FIELD VIN VINYL VTR VENT THROUGH ROOF VWB VINYL WALL BASE W/ WITH W/0 WITHOUT WA WAINSCOT WD WOOD WIN WINDOW WR WATER RESISTANT WM WATER METER WV WATER VALVE WWF WELDED WIRE FABRIC NOTE: SEE ROOM FINISH SCHEDULE AND ABBREVIATIONS FOR ROOM NAME ABBREVIATIONS. SECTION NUMBER DRAWING WHERE DETAIL 15 SHOWN DETAIL NUMBER DRAWING WHERE DETAIL 15 SHOWN GROUPING OF INTERIOR SPACE ELEVATED SHEET NUMBER WHERE GROUPINGS ARE FOUND GENERAL NOTES SCOPE OF WORK ON THIS PROJECT WILL BE FOR CONSTRUCITON OF I I SINGLE FAMILY TOWNHOME UNITS. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS CAREFULLY AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR OR INCONSISTENCY. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK HE SHALL REMOVE ALL HIS WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS HIS TOOLS, MACHINERY AND SURPLUS MATERIALS. L ALL NEW CONSTRUCTION, LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY WITH APPLICABLE CODES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCY WHICH EXISTS BETWEEN THE REQUIREMENTS OF THE PLANS, SPECIFICATIONS AND SAID CODES, RULES AND REGULATIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING FOR RESOLUTION. THE CONTRACTOR SHALL PROTECT ADJACENT WALKS, TENANTS, BUILDING EXTERIOR, ROADWAY, AND LANDSCAPE FROM DAMAGE DURING THE CONSTRUCTION PROCESS AND REPAIR ALL DAMAGED AREAS TO ORIGINAL CONDITION WITH NEW TO MATCH EXISTING. >. CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE FOR THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS BEING PERFORMED. f. THE CONTRACTOR SHALL COORDINATE THE DUMP5TER LOCATION WITH THE OWNER. �. INSTALL ALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS UNLESS OTHERWISE SHOWN OR DIRECTED. 0. THE CONTRACTOR SHALL OBTAIN IN WRITING FROM THE ARCHITECT, APPROVAL FOR PARTITION LOCATIONS/LAYOUT PRIOR TO THE ERECTION OF THE PARTITIONS. I . CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW FOR ALL NEW CONSTRUCTION ASSEMBLIES. 2. ARCHITECTURAL DRAWINGS SHALL SUPERCEED ENGINEERING DRAWINGS IN ALL MATTERS PERTAINING TO LAYOUT. 3. ALL PENETRATIONS/OPENINGS IN RATED PARTITIONS SHALL BE FIRE -CAULKED TO MAINTAIN FIRE RATING, TYPICAL THROUGHOUT, 4. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK, EQUIPMENT, DOORS, HARDWARE, ETC FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AS ESTABLISHED BY OWNER/ARCHITECT. RODUCT / LOCATION imbaeP�� GREAT ROOM, KITCHEN, MASTER BED, BED #2 LAUNDRY BED #3 MULLIONS WIND PRESSURES DESIGN PRODUCT RATING RATING PRODUCT APPROVAL SUBMISSION FORM MANUFACTURER MODELNUMBER PRODUCT APPROVAL GLASS TYPE IMPACT NUMBER RESISTANCE +4 1.25 / -55.28 1 +50.0 / -80.0 1 LAW50N INDUSTRIES I SERIES 511-7 +4 1.20 / -44.79 1 +80.0 / -50.0 1 LAW50N INDUSTRIES I SERIES 511-7 +30.54 / -5 1 .44 1 +80.0 / -5 102.5 / - 102.5 INDUSTRIES I SERIES 51-1-7700 CLIPPED EXTRUDED ALUMINUM TUBE METHOD OF ATTACHMENT 1 /4 1 VIVJ VV/ IVIIIV I - I /4 LIVIDCV: V-7/O" VU MAX ABOVE MEETING RAIL5, 0-1/4" OC MAX BELOW MEETING RAILS, G" OC AT MEETING RAILS, NOA 1 7-1 2 1 2.2 1 3/8" LAM[ LMI 1 3-3/4" OC MAX AT HEAD, NONE AT SILL 1 /4" TAPCONS W/ MIN 1 -114" EMBED: 9-5/5" OC MAX ABOVE MEETING RAIL5, 9-1 /4" OC MAX BELOW MEETING RAILS, G" OC AT MEETING RAIL5, NOA 1 7-1 2 1 2.2 1 3/8" LAMI LMI 1 3-3/4" OC MAX AT HEAD, NONE AT SILL 114" TAPCONS W/ MIN 1 -1 /4" EMBED: 9-5/8" OC MAX ABOVE MEETING RAILS, 9-1 /4" OC MAX BELOW MEETING RAILS, G" OC AT MEETING RAILS, NOA 17- 1 2 1 2.2 1 3/8" LAMI LMI 1 3-3/4" OC MAX AT HEAD, NONE AT SILL 5/ 1 G" TAPCONS Wl MIN 1-3/4" EMBED: (4) AT NOA 18-0529.03 LMI HEAD, AND (4) AT SILL DOORS MASONITE FIBERGLASS 51DG- 1 /4" TAPCONS W/ MIN 1 -114" EMBED, 1 2" OC: (G) ENTRY +39.54 / -43.04 +70 / -70 INTERNATIONAL HINGED DOOR UNIT FL 22384.1 LMI AT EACH JAMB, (3) AT HEAD, AND 3) AT SILL SERIES SDG-9200 /4" TAPCONS W/ MIN I -3/4" EMBED: (2) @ 1 3- SLIDING DOOR A-1 ALUMINUM SLIDING 3/4" OC MAX AT JAMBS, (2) @ 1 3- 1 /4" MAX OC GREAT ROOM 5 .44 +5G.7 / -95.0 LAWSON INDUSTRIES GLASS DOOR NOA 7 2 2.05 7 1 G" LAMI LMI AT HEAD / SILL, CLUSTER OF (4) AT STILE ENDS. 2xG PT WD, EACH JAMB: I /4" TAPCONS W/ MIN I - 114" EMBED, 5-1/2" OC MAX. TRACK BRACKET: GARAGE DOOR CLOPAY BUILDING ONE 5/ 1 G" x 1- 1 /2" WOOD LAG SCREW PER +37.09 / -4G.54 +54.0 / -G2.0 PRODUCTS COMPANY WINDCODE W8 FL 5G84.7 LMI BRACKET INTO 2xG JAMB OFING FI E G 5 REINFORCED, LAMINATED ASPHALT SHINGLES SEE 5TRUCT DWGS ROOF UNDERLAYMENT SEE 5TRUCT DWGS SEE PRODUCT APPROVAL SEE PRODUCT APPROVAL TAMKO BUILDING PRODUCTS, INC TAMKO BUILDING PRODUCTS, INC HERITAGE I FL 15355. 1 1 1(4) NAILS PER SHINGLE TAMKO MOISTURE GUARD FL 12325.4 SELF -ADHERED NOTES: 1. INSTALLATION DESCRIBED ABOVE IS FOR REFERENCE ONLY. ALL PRODUCTS SHALL BE INSTALLED AS REQUIRED BY THE MIAMI-DADE NOA / FLORIDA PRODUCT APPROVAL. aam ro ro a o � N - o CV � LU fllJJh (y) ~ z OU z J J W J Q w U rk" �j W W W > W In L w w W_ (� W W � Cam_ O F z L LLI W Q Q > O v; IL � N z o w O O o Z. CL > I- 1 O W W w W x ILm m Q w Q Q` J Lr) 0 w N Q w x W J L N O `� Florida -Caribbean F C :A Architecture 7 Erwood Place Boynton Beach, FL 33426 B (561) 308 6694 www.FCArchitecture.com a AA26002A6 to o DSGN A.5L000MBE o z � J DRWN A. VANHO05EP APVD A.5L000MBE PROJ 17109 DATE vile C"11 20I8 DWG A-OO1 ABBREVIATIONS GENERAL NOTES ABV ABOVE ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALUM ALUMINUM ANOD ANODIZED ARCH ARCHITECTURAL BD BOARD BLDG BUILDING BO BOTTOM OF 50TT BOTTOM CAB CABINET CBP CUSTOMS AND BORDER PROTECTION Cl CURB INLET CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLK CLEAR CIVIL) CONCRETE MASONRY UNIT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CPT CARPET CT CERAMIC TILE DET DETAIL DETN DETENTION DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR IDS DOWNSPOUT DWG(S) DRAWINGS) EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL / ELECTRIC ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT ETC ET CETERA EWC ELECTRIC WATER COOLER EXP EXPOSED EXPN EXPANSION EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FIRST FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FLK FLOOR FM FACTORY MUTUAL FPA FLORIDA PRODUCT APPROVAL FR FIRE RATED / RETARDANT FRP FIBER -REINFORCED PLASTIC FRT FIRE RETARDANT TREATED FT FOOT / FEET 07!!tETAIL IDENTIFICATION NUMBER f PLAN NORTH z TRUE NORTH DOOR NUMBER, SEE PLAN DRAWINGS IOTA AND DOOR SCHEDULE OFFICE ROOM NAME AND NUMBER, SEE FINISH 101 I SCHEDULE <@ WINDOW TYPE, SEE WINDOW SCHEDULE I I WALL TYPES, SEE DRAWING A-501 - FOR WALL TYPES DETAILS GA GAUGE GALV GALVANIZI D GC GENERAL CONTRACTOR GI GRATE INLET GL GLASS GLAZ GLAZING GYP GYPSUM GWB GYPSUM WALL BOARD HC HANDICAP HM HOLLOW METAL HOP, HORIZONTAL HPT HIGH POINT HR HOUR HS HARDWARE SET HT HEIGHT HVAC HEATING, VENTILATING, AIR CONDITIONING IN5UL INSULATION IRWC IMPACT RESISTANT WALL COVERING JAN JANITOR JT JOINT LAMI LAMINATE / LAMINATED LMI LARGE MISSILE IMPACT LP LIGHT POLE LPT LOW POINT LSG LAM INATEDSAFtfYGLA55 LTG LIGHTING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MFR MANUFACTURER MIN MINIMUM M15C MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL NIC NOT IN CONTRACT NO/NBR NUMBER NOA MIAMI-DADS NOTICE OF ACCEPTANCE NTS NOT TO SCALE OC ON CENTER OCC OCCUPANT OD OVERFLOW DRAIN OPNG OPENING OFF OPPOSITE PJF PREMOLDED JOINT FILLER PL PLATE P LAM PLASTIC LAMINATE PLYWD PLYWOOD PNL PANEL POP, PORCELAIN TILE PP POWER POLE PR PAIR PREFAB PREFABRICATED PT PRESSURE TREATED PTD PAINTED PTN PARTITION PVC POLYVINYL CHLORIDE LEGEND OF SYMBOLS DIRECTION OF VIEW FOR SECTION CUT AREA COVERED BY DETAIL 1 1 SIDE OF ROOM ELEVATED QTY QUANTITY R RADIUS RB RUBBER BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQD REQUIRED REV REVISION/REVISE RM ROOM RG ROUGH OPENING RUB RUBBER RWL RAIN WATER LEADER SCHED SCHEDULE SCW SOLID -CORE WOOD SECT SECTION SF SQUARE FEET SFRM SPRAY -APPLIED FIRE RESISTIVE MATERIAL SHT SHEET SHWR SHOWER SIM SIMILAR SMI SMALL MISSILE IMPACT SPEC SPECIFIED/SPECIFICATION SS STAINLESS STEEL STD STANDARD STL STEEL STOP, STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SW SIDE WALK TCA TILE COUNCIL OF AMERICA TEL TELEPHONE TELE TELEPHONE BOX TLT TOILET T.O. TOP OF TOD TOP OF BEAM TRANS TRANSFORMER TYP TYPICAL UCK UNDERCOUNTER REFRIGERATOR U.N.O. UNLESS NOTED OTHERWISE VB VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VIN VINYL VTR VENT THROUGH ROOF VWB VINYL WALL BASE W/ WITH W/0 WITHOUT WA WAINSCOT WE) WOOD WIN WINDOW WK WATER RESISTANT WM WATER METER WV WATER VALVE WWF WELDED WIRE FABRIC NOTE: SEE ROOM FINISH SCHEDULE AND ABBREVIATIONS FOR ROOM NAME ABBREVIATIONS. 1, SCOPE OF WORK ON THIS PROJECT WILL BE FOR CONSTRUCTTON OF I I SINGLE FAMILY TOWNHOME UNITS. 2. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS CAREFULLY AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR OR INCONSISTENCY, 3. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK HE SHALL REMOVE ALL HIS WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS HIS TOOLS, MACHINERY AND SURPLUS MATERIALS. 4. ALL NEW CONSTRUCTION, LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY WITH APPLICABLE CODES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCY WHICH EXISTS BETWEEN THE REQUIREMENTS OF THE PLANS, SPECIFICATIONS AND SAID CODES, RULES AND REGULATIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING FOR RESOLUTION. 5. THE CONTRACTOR SHALL PROTECT ADJACENT WALKS, TENANTS, BUILDING EXTERIOR, ROADWAY, AND LANDSCAPE FROM DAMAGE DURING THE CONSTRUCTION PROCESS AND REPAIR ALL DAMAGED AREAS TO ORIGINAL CONDITION WITH NEW TO MATCH EXISTING. G. CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE FOR THE COMPLETION OF THE WORK. 7. THE CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS BEING PERFORMED. 8. THE CONTRACTOR SHALL COORDINATE THE DUMPSTER LOCATION WITH THE OWNER. 9. INSTALL ALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS UNLESS OTHERWISE SHOWN OR DIRECTED. 10. THE CONTRACTOR SHALL OBTAIN IN WRITING FROM THE ARCHITECT, APPROVAL FOR PARTITION LOCATIONS/LAYOUT PRIOR TO THE ERECTION OF THE PARTITIONS. 1 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW FOR ALL NE�CbN5TR ASSEMBLIES. 12. ARCHITECTURAL DRAWINGS SHALL SUPERCEED ENGINEERING DRAWINGS IN ALL MA RS PERTAINING TO LAYOUT. 13. ALL PENETRATIONS/OPENINGS IN RATED PARTITIONS SHALL BE FIRE -CAULKED TO MAITAIN FIRE RATING, TYPICAL THROUGHOUT. 14. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK, EQUIPMENT, DOORS, HARDWARE, ETC FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AS ESTABLISHED BY OWNER/ARCHITECT. 0 PRODUCT APPROVAL SUBMISSION FORM WIND PRESSURES I PRODUCT APPROVAL IMPACT PRODUCT / LOCATION DESIGN PRODUCT MANUFACTURER MODEL NUMBER NUMBER GLASS TYPE RESISTANCE METHOD OF ATTACHMENT RATING I RATING SECTION NUMBER WINDOWS GREAT ROOM, KITCHEN, MASTER BED, ASSURA WINDOWS SERIES 1 700 IMPACT BED #2 +4 1.29 / -55.25 +90.0 / -140.0 AND DOORS VIEW FL 2 1557.1 3/8" LAMI LMI PER PRODUCT APPROVAL ASSURA WINDOWS SERIES 1 700 IMPACT DRAWING WHERE LAUNDRY +4 1.29 / -44.79 +90.0 / -140.0 AND DOORS VIEW FL 21857. 1 3/6" LAMI LMI PER PRODUCT APPROVAL DETAIL IS SHOWN ASSURA WINDOWS SERIES 1 700 IMPACT BED #3 +39.54 / -5 1 .44 +90.0 / -140.0 AND DOORS VIEW FL 21857.1 3/8" LAMI LMI PER PRODUCT APPROVAL DETAIL NUMBER ASSURA WINDOWS SERIES ALUMINUM MULLIONS +4 1,29 / -55.28 + 140.0 / -140.0 AND DOORS TUBE MULLION FL 21544.1 LMI PER PRODUCT APPROVAL DOORS MA50NITE FIBERGLASS SIDE- 114" TAPCONS W/ MIN 1 -114" EMBED, 1 2" OC: (G) DRAWING WHERE DETAIL IS SHOWN ENTRY +39.54 / -43.04 +70 / -70 INTERNATIONAL HINGED DOOR UNIT FL 22384.1 - LMI AT EACH JAMB, (3) AT HEAD, AND (3) AT SILL SLIDING DOOR AT ASSURA WINDOWS SERIES 90 ALUMINUM GREAT ROOM +39.54 / -5 1 .44 +GO.O / -G0.0 AND DOORS 5LIDIN GLA55 DOOR FL 2 154(5.3 3/8" LAMI LMI SEE PRODUCT APPROVAL GROUPING OF INTERIOR 2xG PT WD, EACH JAMB: 1 /4" TAPCON5 W/ MIN I - SPACE ELEVATED 1 /4" EMBED, 9-1 /2" OC MAX. TRACK BRACKET: GARAGE DOOR CLOPAY BUILDING ONE 5/ 1 G" x 1- 112" WOOD LAG SCREW PER +37.09 / -4G.54 +54.0 / -G2.0 PRODUCTS COMPANY WIN ODE W8 FL 5G84.7 LMI BRACKET INTO 2xG JAMB ROOFING FIBERGLASS SHEET NUMBER WHERE 1 GROUPINGS ARE FOUND REINFORCED, LAMINATED ASPHALT SEE PRODUCT TAMKO BUILDING SHINGLES SEE STRUCT DWG5 APPROVAL PRODUCTS, INC HERITAGE FL 1 8355. 1 - (4) NAILS PER SHINGLE SEE PRODUCT TAMKO BUILDING TAMKO MOISTURE ROOF UNDERLAYMENT SEE STRUCT DWGS APPROVAL PRODUCTS, INC GUARD FL 1232(5.4 - SELF -ADHERED 0 w z } zm Q U LL O J w N CV (� Iq LLj 00 0 /0 Z L U z J J Q LJJ w LL w IJ C W W 0 CL 0 LL O � z W L.L Q O 1 ° w z C 3 Q z 0- > W Ow LU Q r1 m co Q W Q 0 _ N Wz z X N W N O Florida -Caribbean F A Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694, www.FCArchitectL'g.'e.com AA2600256 DSGN A. SLOCOMBE DRWN A.VANHO05EP APVD A.5L000MBE ATE: Oct 09, 2018 - 10:31 am FILENAME: 1710 NOTES: 1. INSTALLATION DESCRIBED ABOVE 15 FOR REFERENCE ONLY. ALL PRODUCTS SHALL BE INSTALLED AS REQUIRED BY THE MIAMI-DADS NOA / FLORIDA PRODUCT APPROVAL. PROJ 17109 DATE JUNE 1, 2018 DWG A _ OO 1 A" qH Wm — _ �) �" �M = — — — -0 4Uwm — — — — Q-H P Wm — — — � H U6,, WM — GAS-- GAS-----GAS-----GAS-----GAS----- SITE PLAN I / I G" = I '-011 0 OHU — OH 6„—WM — — — — — 6" WM — — - -- --nh," — �—�{=—GAS-----GAS-----GAS-----GAG-----GAS----- t GENERAL NOTES: I . COORDINATE WITH CIVIL DRAWINGS UNDER SEPARATE PERMIT. 2. PROVIDE TEMPORARY ER0510N AND < ,__ SEDIMENTATION CONTROL MEA5URE5 TO PREVENT 501L ERROSION AND DISCHARGE OF SOIL -BEARING -•m .••... WATER RUNOFF OR AIRBORNE DUST TO ADJACENT [-•" - .,.n'.:...»•'µis••---• i PROPERTIES, ROADWAYS, ACCORDING TO vo * ° ERR051ON AND SEDIMENTATION CONTROL REQUIREMENTS OF THE AUTHORITY HAVING C STER X' UNIT °,.°,r ' JURISDICTION. (C MMU I� 1i M ILBOX)•ON4. 3. REMOVE OBSTRUCTIONS, TREES, SHRUBS AND ETG:5LA ' ' :� °' ° E OTHER VEGETATION, EXCEPT TREES/ VEGETATION 3RE N � ,> S E NOT S, OIL • " ' ' INDICATED TO REMAIN, TO PERMIT INSTALLATION OF T 15 DW °`��� °�' ° NEW CONSTRUCTION. E ',. aka '° ',.�°��� °' 4. TREAT 501L WITH TERMITICIDE PRIOR TO r °' COMMENCEMENT OF NEW CONSTRUCTION. PROVIDE SOIL TREATMENT WARRANTY - CERTIFYING • . ' 4 ° ° �" THAT TERMITE CONTROL WORK CONSISTING OF APPLIED SOIL TERMITICIDE TREATMENT WILL PREVENT INFESTATION OF SUB-TERRANEAN ( TERMITES. 5. PROVIDE PEDESTAL MOUNTED CLUSTER BOX UNIT (COMMUNITY MAILBOX) BOLTED TO A CONCRETE - _ - SLAB, EXACT LOCATION TO BE FIELD LOCATED WITH THE OWNER. a. CLUSTER BOX UNIT SHALL BE A HIGH SECURITY, m ` ` < IX `� �� OUTDOOR RATED, U5P5 OFFICIALLY LICENSED ° ° p AND APPROVED MODEL W/ MIN (1 1) STANDARD , ` . • . ° 1 °'� ° MAIL COMPARTMENTS, MIN (1) PARCEL COMPARTMENT, AND (1) OUTGOING MAIL ".A COMPARTMENT. BASIS OF DESIGN PRODUCT: VITAL CLUSTER BOX UNIT MODEL 1 570-1 2 (TYPE (1) AS MANUFACTURED BY FLORENCE CORPORATION. COLOR SHALL BE AS SELECTED BY OWNER. a • °° '� 1 > b. CLUSTER BOX UNIT SHALL HAVE A MINIMUM 5 • YEAR WARRANTY. c. CONCRETE SLAB SHALL BE MIN 4'-0" x 4'-0" x 4" ��w ;, 4 •r : x, THICK, 3000 PSI, AND STEEL REINFORCED. OR, AS REQUIRED BY CLUSTER BOX UNIT MANUFACTURER. d. ANCHORING SHALL BE A5 REQUIRED BY CLUSTER ( : r BOX UNIT MANUFACTURER TO MEET WIND / LOAD 4 , *"`o°°"� i REQUIREMENTS. ANCHORS SHALL BE VANDAL ' .• RE515TANT. ... �Y�F Ate,: ,., " ;,✓' ,✓°''d�" ,�°��a"" ° a�A I a@ P y� Uj 4 Z O g ,� U 1 < • U) .N 0 I G' 32' 45' 0 " 2" 3" 1/1G"= I'-0" A"I 04 00 � 'n V Cy') Z J LL J LU w U w J`_ O LL LLJ LL w O o Q Q w Z o Q LU N No 0 N_ r U L.L.i w IL LL LL O w w 0- 0 w n Q Z —' Q CL w w O v~—, Florida -Caribbean F II 'I Architecture 7 Enaood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 D5GN A.5L000MBE DKWN A. VANHO05EP APVD Ar 5LOCOM5E PPOJ p. 17109 DATE r�tJfdEV.Q�I�} DWG A-101 PLOT DATE: Oct 09, 2018 - :32am FILENAME: 1 7109_D 1 5_. 24'-4" 411 GI O11 (UNIT 1) 41 Q11 GI_011 (J 41_411 41-411 GI_011 Owlw1 Q w1 0 '-0115 -311 1, 3 13'-5 = Gl_311 - N CD�t Q u m I2'-G" I I �I I 1 e o KITCHEN OOp 1 A104 II I A105 I , 0 5'-4" 5'-G" I I IF - I 1 I a o KITCHEN A114 u I 1i L I m I Al15 5'-G" 5'-4" O _.Q Q 12'-G" .�p o� PA p a.. � 0' CONIC, p PATIO p �. a.. a A/C p° a m= GREAT C? ROOM A103 13'-0" PiNDR 11 1 6 I I o 1 —_ i2ANTR'F = 1 1 105 _ 1 —F-f_ -PANTRY — A11 1 ;j -P\h DR — 11 I TF I o _ -1 co GREAT ROOM A 113 1 3'-0" p 4 p SLA - ap Q CONIC. a SLAB a. 3'-4" 7'-0" A 113 A 103 7'-0" 3'-4" 4'-0" d- - GARAGE A102 — — — — — — 1 I Al 02 ----- 1 I' -,:: :f_ - — r---- 1 GARAGE A112 — — — — — — - 1 Al 12 Cn 31_ �� 11_411 W1 G -011 21_011 _ Ln e+ V Wl o Q COVERED ENTRY P, COVERED ENTRY A 1 11 -- O N INA101 2'-0" 2'-0" 9'-4" 2'-0" -- 13'-4" IN 0 0 Z FIRST FLOOR PLAN BUILDING CODE INFORMATION: PROJECT LOCATION: PERMITTING AGENCY: APPLICABLE CODES: RESIDENTIAL: BUILDING: MECHANICAL: PLUMBING: ELECTRICAL: LIFE SAFETY: RI5K CATEGORY: WIND LOAD VELOCITY: MEAN ROOF HEIGHT: 1� CLASSIFICATION: FORT PIERCE, FLORIDA 5T. LUCIE COUNTY, FLORIDA `T 00 )II 1 011 Al 2 2'-0" FLORIDA BUILDING CODE, RESIDENTIAL 2017 FLORIDA BUILDING CODE, BUILDING 2017. FLORIDA BUILDING CODE, MECHANICAL 2017. FLORIDA BUILDING CODE, PLUMBING 2017. NATIONAL ELECTRIC CODE - 2014 FLORIDA FIRE PREVENTION CODE, 2017, CATEGORY II 171 MPH + 22'_E" TWO-FAMILY DWELLINGS / RESIDENTIAL BUILDING CODE INFORMATION (CONTINUED C Cf 0 w z} zm U °� Ln O �o m 77 71717 E„ O B -0" 12M. -0 hIG1210" MASTER BED c0 A202 5'-8" A206 M. p BATH FA-2173 A213 — — ® N W `fi Q A2 D ! L----- ;— 5-2 5-10 �r W.I.C. N n 215 A215 3'-4" - " 5'-8" MASTER BED A212 BATH A203 A203 G ® — — 04 04 ¢ `r I I _, I -- ; — ;, ---� 5-10 5-2 N O Q W.I.G. v A205 A205 in I I 301 Ln m A216 5'-8" " 3'-4" "� W3 O LAUNDRY A206 m = 2-8 �p HALL A201 A/C m TTHT Q CLOSET cn 4'- 10' A207 �r �q BATH #2 Ln P� A209 BED #2 Q � A207 3'-G" 2'-4" 1-0" 10'-G" 2'-1 O" 10'-0" �" co �p m 2-8 m HALL = A211 A/C �, - CLOSET Q d- N A217 4'-10" BATH #2 A219 9 Q BED #2 _ 217 — T-01 2'-4" 3'-G° 10'-0" 2'-10" 10'-G" LAUNDRY A216 W 5'-8" N 5'-8" o =E o - v- 0 — BED #3 A20- R BED #3 W2181 ' 3' q11 W2 GI_011 31-811 y/2 G'-0" 3'-8" i 1777 77L..i INTERIOR FINI H REQUIREMENTS (FBC R302.9) (WALLS AND CEILINGS): FLAME PREAD INDEX: SHALL NOT EXCEED 200* SMOKE DEVELOPED INDEX: SHALL NOT EXCEED 450 * S ALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASER ARD5 AND HANDRAILS; TO DOOR5 AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS THAT ARE LE55 THAN 1/28TH INCH (0.91 mm) IN THICKNESS CEMENTED TO THE 5 RFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED l A NON OM5U5TIBLE BACKING, INSULATION QUIREMENTS, INCLUDING FACINGS / MEMBRANES (FBC R302. 10) (SEE FBC-R 3 G FOR FOAM PLASTIC): FLAME 3PREAD INDEX: SHALL NOT EXCEED 25 SMOKE DEVELOPED INDEX: SHALL NOT EXCEED 450 CLAMTIC AND GEOGRAPHIC DESIGN CRITERIA (FBC RT301 .2(1): SUbJECF TO DAMAGE FROM WEATHERING: NEGLIGIBLE TEPMITQ INFESTATION PROBABILITY: VERY HEAVY AUTOMATIC SPRINKLER SYSTEM (FBC CH. 9): NO LEGEND: FLOOR AREA: UNIT I UNIT 2 TOTAL 1 I HOUR FIRE RATED WALL AIR CONDITIONED: 15T FLOOR: G 17 5F G 17 5F 1,234 SF 2ND FLOOR: 949 5F 949 SF 1,858 SF I ,5GG SF 1 ,5GG SF 3,132 SF GENERAL NOTES: NON CONDITIONED: COV. ENTRY: 98 SF 98 SF 19G SF 1. SEE GEN RAL CONSTRUCTION NOTES, LEGENDS, AND GARAGE: 233 5F 233 5F 4GG SF ABBREVIATIONS ON DRAWING A-001 . 33 1 SF 33 1 SF GG2 51' 2. PROVIDE FULLY LOUVERED DOOR AT A/C CLOSET. GROSS AREA: 1,897 5F 1,897 5F 3,794 SF 2018 - 10:33am FILENAME: 17109_D 15_A-1 21 .dwg W4 Y '-4" 4'-8" , 3'-0" I 13' 0 SECOND FLOOR PLAN 1/4" = 1'-0" NOTE: TOTAL A/C VOLUME PER UNIT IS 15,066 CUBIC FEET 11 I lu Ln N V � /n) M V Z_ J IL J w U 3 W C) C O CJ_ Q L1J u- �� I Oo 3 z � Q Q W Z o Q � W N X N me U J J W w O O N Z w 0 � W J ZD m O CZ CL N a p" w J ry Q O w J O O J IL 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 I DSGN A.5L000MBE DRWN A.VANH005ER APVD A.5L000MBE PROJ 17109 0 4' 8' 1 2' DATE Pm,441f 1, 2018 DWG 0 1" 2" 3" A A• 1 1/4" = 1'-0" IN Q I Eland 24' (UNI SLOPE 4" : 12" SLOPE 4" : 12" 131 W CV CL O V A A-301 I-01 (I-01 2 2'-0" A r�LZ ROOF PLAN ATTIC VENTILATION NOTES: SLOPE 4" : 12" SLOPE J 4„ : 12" HEIIIIN� w'=s OUTLINE OF EXTERIOR WALL BELOW (TYP) I. x.1� ImMuma I . PER FBC R80G.2: THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1 / 150 OF THE AREA OF THE VENTED SPACE. 2. BA515 OF DE51GN SOFFIT VENTS: CONTINUOUS G" WIDE ONE PIECE PVC SOFFIT VENTS A5 MANUFACTURED BY VINYL COPP = 15" NET FREE AREA PER LINEAL FOOT. 3. END UNIT ATTIC: '334 5F / 150 = G.23 51' = 897.12 5Q INCHES 597.12 / 18 = 49.84 LINEAL FEET REQ'D 91 LINEAL FEET AVAILABLE LEGEND: 2 HOUR FIRE RATED WALL (BELOW) SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP THROUGHOUT) GENERAL NOTES: 1. SEE STRUCTURAL DRAWINGS FOR WIND / UPLIFT PRESSURES. 2. PLYWOOD THICKNESS SHALL BE AS SHOWN ON STRUCTURAL DRAWINGS. 3. SHINGLES SHALL BE FIBERGLASS REINFORCED, LAMINATED ASPHALT TYPE. BA515 OF DESIGN PRODUCT: "TIMBERLINE HD" A5 MANUFACTURED BY GAF, FILORIDA PRODUCT APPROVAL # 101 24. 1. L 0 4' 8' 12' 0 2" 3" 1 /4" = 1 '-0" Gjr-JiM v 3 y ' v m,,, Co 0 I ® ,Q� a w An Q Q a m w a L U F Z W K Q d W � Z o o > m 0 w 0 0 a Q o � z N 0- rn� V C10 ZLL J J - LU LL w U W_ 0 0- I` J O u._ W LL Q!� O o Q Q W Z o D` J Lr) W CV X r'� N J J W U W rain LL LL O N W H ry W IL O 0�1- W 0 Z Q W �u , N Q J IL LL O O Florida -Caribbean Fil}�tg11 ,ir! j Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 D5GN A.5L000MBE DRWN A. VANHO05EP APVD A.5L000M13E PROJ 17109 DATE S Z1e1"Ptil18 DWG A-131 : Oct 09, 2016 - 10: : 1 7109 D 1 5-A- 131 .dwg 12 4F , WOOD FASCIA, PTD (TYP) 4" WIDE SMOOTH TEXTURED RAISED STUCCO BAND (PTD) AT ALL WINDOWS AND DOORS ROUGH TEXTURED STUCCO, PTD (TYP) CONC. PATIO ZONE 5: +41 .29 / -55.28 I ZONE 5: +4 1 .29 / -55.28 ZONE 4: +39.54 / -43.04 � FRO,NT ELEVATION ZONE 5: 12 4F ZONE 5: +39.54 / -5 1.44 IMPACT RESISTANT ZONE 5: SHINGLE ROOFING ON ALUMINUM WINDOW +4 1 .29 / -55.28 ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) -- 4" WIDE SMOOTH TEXTURED RAISED STUCCO 12 41 ZONE 4: +4 1 .29 / -44.79 o " 00 i 1, y 4" WIDE SMOOTH TEXTURED RAISED STUCCO :3 0 BAND (PTD) AT ALL WINDOWS AND DOORS . SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) -- 1 18'-4" G" WIDE SMOOTH TEXTURED RAISED STUCCO BAND, PTD RAISED STUCCO BAND --- 2N.D FLR SMOOTH TEXTURED STUCCO W/ SIMULATED SIDING FINISH (G" TALL), PTD (TYP) � 1 ST FLR G" WIDE SMOOTH TEXTURED RAISED STUCCO BAND, PTD IMPACT RESISTANT BAND (PTD) AT ALL WINDOWS AND DOORS I p / +4 1 .29 / -44.79 / ALUMINUM WINDOW I U ; �i3!li+Ep•3i+3.9� D � Q Q a m N Z a U z Z Z O z N o >>w m D D 0 nz w 0 0 Q - w N Q o ° Z Ef{ � 31i33IM i 3,,BE +4 1 .29 / -55.28 ZONE 5: SHINGLE ROOFING ON +4 1.29 / -55.28 ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) - T.O.B. WOOD FASCIA, WOOD FASCIA, PTD (TYP) :...: ..: IMPACT RESISTANT PTD (TYP) , INUM WINDOW ALUMINUM 4" WIDE SMOOTH TYP TEXTURED RAISED STUCCO :... `... RAISED STUCCO RAISED STUCCO BAND (PTD) AT „ .. BAND BAND ALL WINDOWS AND DOORS �, 110'-4" - - -LR SMOOTH TEXTURED STUCCO W/ ROUGH TEXTURED SIMULATED STUCCO, PTD (TYP) SIDING FINISH (G" TALL), PTD (TYP) - CONIC. h 100'-019 PATIO •.. / 1ST F ER ZONE 5: +4 1 .29 / -55.28 REAR ELEVATION ZONE 5: +41 .29 / -55.28 � ZONE 5: ZONE 5: CONC. PATIOG" WIDE SMOOTH TEXTURED +41 .29 / -55.28 +41 .29 / -55.28 RAISED STUCCO BAND. PTD RIGHT SIDE ELEVATION I/4" = 1'-0" ZONE 4: ZONE 5: +39.54 / -5 1.44 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 3 3' i {.�i°{s''i 19 i{k�•!'�:„{ 3 P {it IE�13y�t,i.. D5GN A.5L000MBE DKWN A. VANHO05ER APVD A.5L000MBE , 2018 - 10:3Gam FILENAME: 1 7 103_D 15_A-201 .dwg 0 4' & 12' 0 1" 2" 3" 1 /4" = 1 '-0" PROJ File Copyl7109 DATE "7Q�f 2018 DWGQ A-201 C I I I I I I I 1 I I I I I I 1 I I I I I I I I 1 I 1 'L 1 ,� \ I I I I � 1 I I I I I I I I C I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I 1 W.I.C. 205 PANTRY 105 KITCHEN CABINETS AND APPLIANCES AS SELECTED BY OWNER BUILDING SECTION 1 /4" = 1'-0" R-30 BLOWN INSULATION �-- PRE-ENGINEERED FLOOR TRUSSES 5/8" TYPE 'X' GWB AT GARAGE CEILING PER FBC R302.G 1 /2" GWB RESIDENCE / GARAGE SEPARATION PER FBC R302.G CARPET ON WOOD STAIRS MASTER ' BEDROOM 202 1 W. 1. C. I 205 1 I I I I 1 I ROOM F15037 D 1 I 1 I I I I I I l I 1 I 1 KITCHEN I I KITCHEN FRO 4I I 114 I I I I I I BUILDING SECTION WOOD BLOCKING @ 24" OC GENERAL WALL NOTES: I . PROVIDE TILE BACKER UNITS AT ALL WET WALLS OR WHERE TILE WILL BE APPLIED. 2. WHERE TILE BACKER UNITS ARE INSTALLED, METAL STUD SPACING SHALL BE REDUCED TO I G" OC. 3. DWELLING -GARAGE SEPARATION SHALL COMPLY WITH FBC TABLE R302.G: a, THE SEPARATION BETWEEN THE RESIDENCE AND ATTICS SHALL BE NOT LE55 THAN' 1/2" GWB OR EQUIVALENT APPLIED TO THE GARAGE SIDE. b. THE SEPARATION FROM HABITABLE ROOMS ABOVE THE GARAGE SHALL BE NOT LESS THAN 5/5" TYPE X GWB OR EQUIVALENT. 4. PER FBC R302.7, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE, AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE W/ 1/2" GWB, 1 /2" SAG RESISTANT PTD WOOD BOTH SIDE CONIC SLAT 2 A-sul SHINGLE ROOFING ON ROOF UNDERLAYMENT fALUMINUM ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) op 1O.B.T.O.B.IMPACT RESISTANT WINDOW -__ 2ND FLR —SMOOTH TEXTURED STUCCO W/ SIMULATED SIDING FINISH (G" TALL), PTD (TYP) IMPACT RESISTANT STEEL SECTIONAL DOOR 100,01, 1ST FLR CONCRETE FOUNDATION, COORD W/ STRUCTURAL DRAWINGS R- 0 BLOWN IN ULATION MASTER BEDROOM W.I.C. 212 215 PRE-ENGINEERED WOOD FLOOR TRUSSES CONT 25 GA MTL STUD TRACK (TOP AND BOTTOM) FASTENED W/ (1) # 10 SCREW @ 24" OC (2) # 10 SCREWS @ EACH STUD, TOP AND BOTTOM 1 /2" GWB ON BOTH SIDES OF 25 GA MTL STUDS @ 24" OC TRACK T-PINS @ 24" OC TYP INTERIOR i WALL PARTITION SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) ---IL 2ND FLR \—SMOOTH TEXTURED STUCCO W/ SIMULATED SIDING FINISH (G" TALL), PTD (TYP) ROOM $ 1IL 113 � 1ST IFSTFLRFLR CONCRETE FOUNDATION, COORD W/ STRUCTURAL DRAWINGS GINI TRU SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWO( PRE-ENGINI WOOD TRL HURRICANE W/ STRUCT GALVANIZE FLASHING I x2 PT WO( 2x WOOD E PTD STUCC MTL LATH PVC SOFFI PTD STUCC CMU (TYP) RAISED ST BAND (PTD RAISED ST BAND (PTD IMPACT RE ALUMINUM RAISED STI BAND (PTD GALVANIZED MTL FLASHING (PTD) I x2 PT WOOD DRIP GRADE, CC 2x WOOD FASCIA (PTD) CIVIL DRAY PTD STUCCO ON MTL LATH PVC SOFFIT VENT CONCRETE FOUNDATIC SMOOTH TEXTURED W/ STRUCT STUCCO W/ SIMULATED DRAWINGS SIDING FINISH (G" TALL), PTD (TYP), ON PAPER BACKED METAL LATH MID WALL STEPPED (DOUBLE GROUND) CONTROL JOINT GABLE rn"'llill,WALL DETAIL WALL SECTION CONT FIRE CAULK, TYP, BOTH SIDES, TOP AND BOTTOM R-30 BLOWN INSULATION, KEEP CLEAR FROM SOFFIT VENT 118'-4" Ice]" 1 /2" SAG RESISTANT GWB (PTD) (TYP) I x PT WOOD FIRE STOP CONCRETE TIE BEAM, COORD W/ STRUCTURAL DRAWINGS GLASS SHOWER WALL (AS SELECTED BY OWNER) BEYOND BATHROOM VANITY (AS SELECTED BY OWNER) BEYOND 1 /2" GWB (PTD) ON I x2 PT WOOD FURRING @ 24" O.G. ON R-4. 1 FOIL INSULATION (TYP) ' WOOD BASE (PTD) 110'-4" 2ND FLR PLYWOOD ON PRE-ENGINEERED FLOOR TRUSSES, COORD W/ STRUCTURAL DWGS (TYP) 1 /2" SAG RESISTANT GWB (PTD) (TYP) I x2 PT WOOD FIRE STOP ' KITCHEN CABINETS (AS SELECTED BY OWNER) BEYOND WOOD BASE (PTD) 100'-0" 1 ST FLR CONCRETE FLOOR, COORD W/ STRUCTURAL DRAWINGS TERMITE TREATED AND PREPARED SOIL a. d SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) I HP FIRE RATED WALL PER UL DESIGN U419 CONSISTING OF (1) LAYER OF 5/8" TYPE 'X' GWB ON BOTH SIDES OF 3-1/2" 25 GA MTL STUDS @ I G" O.G. I HR FIRE RATED WALL PER UL DESIGN U905 CONSISTING OF CLASS D-2 CMU ° aam 0 0 a U z � a � L U � wW W ° ° Z US s m T) � 2 � ° m W W 0 � a a o ° N - o CV CONCRETE BOND BEAM, Cn � COORD W/ STRUCTURAL DRAWINGS J U —1 LLJ J Lu U , 0:� Lu L-I U Q w Lu J O LL 2 HHP,FIRE RATED WALL LL_ PER UL DESIGN U905 Q � O CONSISTING OF CLASS LL E N D-2 CMU I p LL 9 0 w Z w Q a_ Q LLJ z Q � w J Lx) 0 J_U cV Q x � CONCRETE FLOOR, Q N O COORD W/ STRUCTURAL ZL DRAWINGS Florida-Caribb, i F CONCRETE IBM Et 3m mmmm, FOUNDATION, COORD W/ STRUCTURAL ArChiteCtu at DRAWINGS 1 2HR FIRE RATED TENANT SEPARATION WALL SECTION 3/4" = 1'-0" 0 2' 4' 0 3" 3/4" = 1'-0" 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 sP �i c, o' u' D5GN A.5L000M13E z 3 DRWN A.VANHOOSER N nPvn o �,i nrnnnaF 0 4' 8' 12' 0 1" 2" 3" 1/4" = 1'-0" :IBBEAN ARCHITECTURE, 2018. ALL RIGHTS RESE Nov 13, 2018 - 10:59pm FILENAME: 1 7 109 D 1 5_. C 1 I I I I I 1 I I I 1 I I I I I I I I I 1 I I I I I I I 1 � i I I 1 I 1 I 1 C I 1 I I 1 I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I 1 I 1 I 1 I I I I I .I I I I I ♦ I W.I.C. 205 0 PANTRY 105 KITCHEN CABINETS AND APPLIANCES AS SELECTED BY OWNER BUILDING SECTION 1 /4" = 1 '-0" MASTER BEDROOM 202 ROOM 103- KITCHEN 104 R-30 BLOWN INSULATION BEDROOM 2 88 PRE-ENGINEERED WOOD FLOOR TRUSSES GARAGE l02- CARPET ON WOOD STAIRS 4 I I 1 I ---00 BUILDING SECTION 114" = I'-0" WOOD BLOCKING @ 24" OC GENERAL WALL NOTES: I . PROVIDE TILE BACKER UNITS AT ALL WET WALLS OR WHERE TILE WILL BE APPLIED, 2. WHERE TILE BACKER UNITS ARE INSTALLED, METAL STUD SPACING SHALL BE REDUCED TO I G" OC. 3. DWELLING -GARAGE SEPARATION SHALL COMPLY WITH FBC TABLE R302.G: a. THE SEPARATION BETWEEN THE RESIDENCE AND ATTICS SHALL BE NOT LESS THAN 112" GWB OR EQUIVALENT APPLIED TO THE GARAGE SIDE. b. THE SEPARATION FROM HABITABLE ROOMS ABOVE THE GARAGE SHALL BE NOT LESS THAN 5/5" TYPE X GWB OR EQUIVALENT. 4. PER FBC R302.7, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE, AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE W/ 1 /2" GWB. 112" SAG RESISTANT PTD WOOD BOTH SIDE CONC SLAP D KITCHEN 114 2 fASHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) -.T.O.B. IMPACT RESISTANT ALUMINUM WINDOW R-30 BLOWN INSULATION MAS' BEDR( W.I.C. F21 215 PRE-ENGI FLOOR TF CONT 25 GA MTL STUD TRACK (TOP AND BOTTOM) FASTENED W/ (1) # 10 SCREW @ 24" OC (2) # 10 SCREWS @ EACH STUD, TOP AND BOTTOM 112" GWB ON BOTH SIDES OF 25 GA MTL STUDS @ 24" OC TRACK T-PINS @ 24" OC TYP INTERIOR WALL PARTITION 3/4 PRE-E f GABLE -- 2ND FLR SMOOTH TEXTURED STUCCO W/ SIMULATED SIDING FINISH (G" TALL), PTD (TYP) IMPACT RESISTANT STEEL SECTIONAL DOOR 1ST FLR CONCRETE FOUNDATION, COORD W/ STRUCTURAL DRAWINGS ED WOOD ES SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) —N. T.O.B. ---FL 2ND FLR —SMOOTH TEXTURED STUCCO W/ SIMULATED SIDING FINISH (G" TALL), PTD (TYP) 100,01, 1ST FLR CONCRETE FOUNDATION, COORD W/ STRUCTURAL DRAWINGS SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOi PRE-ENGINI WOOD TRL HURRICANE W/ STRUCT GALVANIZE FLASHING 1 I x2 PT WO( 2x WOOD f PTD STUCC MTL LATH PVC SOP FI PTD STUCC CMU (TYP) RAISED ST BAND (PTD RAISED ST BAND (PTD I M PACT RE ALUMINUM RAISED STI BAND (PTD GALVANIZED MTL FLASHING (PTD) I x2 PT WOOD DRIP GRADE, CC 2x WOOD FASCIA (PTD) CIVIL DRAY PTD STUCCO ON MTL LATH PVC SOFFIT VENT CONCRETE FOUNDATI( SMOOTH TEXTURED W/ STRUCT STUCCO W/ SIMULATED DRAWINGS SIDING FINISH (G" TALL), PTD (TYP), ON PAPER BACKED METAL LATH MID WALL STEPPED (DOUBLE GROUND) CONTROL JOINT GABLE WALL DETAIL 3/4" = '-0" WALL SECTION CONT FIRE CAULK, TYP, BOTH SIDES, TOP AND BOTTOM R-30 BLOWN INSULATION, KEEP CLEAR FROM SOFFIT VENT IjI:3Cll T.O.B. 112" SAG RESISTANT GWB (PTD) (TYP) I x PT WOOD FIRE STOP CONCRETE TIE BEAM, COORD W/ STRUCTURAL DRAWINGS GLASS SHOWER WALL (AS SELECTED BY OWNER) BEYOND BATHROOM VANITY (AS SELECTED BY OWNER) BEYOND 1 /2" GWB (PTD) ON I x2 PT WOOD FURRING @ 24" O.C. ON R-4. 1 FOIL INSULATION (TYP) WOOD BASE (PTD) 110'-4" 2ND FLR PLYWOOD ON PRE-ENGINEERED FLOOR TRUSSES, COORD W/ STRUCTURAL DWGS (TYP) 112" SAG RESISTANT GWB (PTD) (TYP) ' I x2 PT WOOD FIRE STOP ' KITCHEN CABINETS (AS SELECTED BY OWNER) BEYOND u WOOD BASE (PTD) 100'-01, 1ST FLR CONCRETE FLOOR, COORD W/ STRUCTURAL DRAWINGS TERMITE TREATED AND PREPARED SOIL SHINGLE ROOFING ON ROOF UNDERLAYMENT ON PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP) I HR FIRE RATED WALL PER UL DESIGN U4 1 9 CONSISTING OF (1) LAYER OF 5/8" TYPE'X' GW5 ON BOTH SIDES OF 3-1 /2" 25 GA MTL STUDS @ I G" O.C. I HR FIRE RATED WALL PER UL DESIGN U905 CONSISTING OF CLASS D-2 CMU CONCRETE BOND BEAM, COORD W/ STRUCTURAL DRAWINGS Z L �Q BE . a;�ti c UL o I--W mom' RAG u Ir • � EeK ii .i3�.i a i m N z a u Z W g Lf a W ° o Z 0 0 5; s U m 0 0 ° o - o z CN o%_ ,� M z J _1 " U W J w U > w Lw w Q C- w 1--LLJ w FL J O LL LL 2 HR FIRE RATED WALL PER UL DESIGN U905 � Q CONSISTING OF CLASS < D-2 CMU 1 Q LNL.I O Q a Z w w Q CL Q Q w w Q Z x w Q Q 0-w v� Q Z w N z O Q F— X LLJ U t\ CONCRETE FLOOR, Q LO O cwr, COORD W/ STRUCTURAL DRAWINGS Florida -Caribbean F CONCRETE FOUNDATION, COORD W/ STRUCTURAL Architecture DRAWINGS a. od a a a a d Q a. d 2HR FIRE RATED TENANT SEPARATION WALL SECTION 3/4" = 1'-0" 0 2' 4' 0 3" 3/4" = 1'-0" © PLORIDA 0 4' 8' 12' 0 It, 2" 3" 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com + AA26002566 !`_. D5GN A.5L000MBE DP.WN A. VANHO05EP APVD A.5L000MBE PROJ 17109 DATE , - JUNE 1, 2015 DWG A-301 Oct 09, 2018 - 10:37am FILENAME: 171 1 5_A-3O 1 .dwg