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Home My WebLink AboutBuilding Plansl 1 I I I� I i 1 I I I I i 1 C`I �I I I I I 100 I I I I - MASTER i �D 48'-O" COVERED PORCH Soo 10'-8" .16° 10'-8" 161, 1'-O" BEDROOM 1 ° © BEDROOM II'-O" A.F.F. _ © O #� O Coffer Ceiling p 1 O I) ©(19 all O ° I O O O WE 10'-O" A.F.F. `r 1 p I — — — — — i Flat Ceiling (r^yI O® ° I 1 C1 0 I Ln L— — — — — — — — — — — — — J « O She elf Rod t Shelf Rod t Shslf - _ " KI CHE o I clo i clo M,itine C L O i -xl �4Y NSL' I Aeessi —— — — — — — — — — — — — --- -- --- --- I _ K e ) I 6'-4"O'er < I i L______J i i O ° f inµ, , I L____ " GREAT Roots Rod t Shelf b�_O,• II�_8�, I �w - ry o01 - -� -' r - - - - - - - - - - - - rr- - - - - - - - - - ----� iv Rod t Shelf __________ C_ ____� I wry �I I O CLO m I 2, I9„ I BEDROOM Mirror S" It." Faux beam I 0 O ---------- x 12" x 12" Faux column - - to match entry porch /p\ �� I I Ni Coffer Ceiling —� — — -- —— — — — — — — — — - II J i n L_ — — — — — — — — — — m I N Shower head 12-� 3-°• =ry OFFICE FOYER OW- F-10 DIN t controls = J N Rod t Shelf = " Shower eer head 1Oat°Ceiling Ceding O Flat A.F.F. PAN N r---- o- t contrda Flat A.F.F, II'-4"bath _ - Ceding s 1 6 _p,• = i (V ra :- -4 r�N I Glo ry _ I 1 O I i o f ; x _ r 5 Shelves x il •• +® l70 OO © 17A R0 a) k) 11900 S eves — — — — — — — — — — — co A © I I® bl I I I 50 QA I I I a)STOR O 1 f r". 3, 8„ 51_Ia„ I I 118'-4"-4" I I I ° I I BEDROOM o I o I I I I I I COVERED I PORCH 1 1 [�] I U2 1 Window Schedule Mark Size Window Description I. 2'-2" x 4'-4" CASEMENT 2. 3'-1" x 6'-4" SINGLE HUNG 3. 2'-2" x 3'-1" SINGLE HUNG 4 2'-2" x 4'-4" SINGLE HUNG 5 11 x 11 3 PANEL CASEMENT W/ 2' HIGH TRANSOM ABOVE 6 1111 x 4'-2" HORIZONTAL ROLLING - ALL Windows to be white ESP aluminum windows with tint. Provide muntln's and structural mullions per elevations. See product approval chart for window manufacturer Information. - ALL windows to withstand Pressures stated In Permit Information Box on these plans. - ALL windows In bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless Impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A (2) V-O" X V-On SOLID CORE - WOOD B 3'-O" X 8'-0" FIBERGLASS 2 PANEL C (L) 3'-0" x 8'-0" ALUMN IMPACT SLIDING GLASS D ji 3'-0" x 8'-0" ALUMN IMPACT SLIDING GLASS E 2'-6" X 8'-0" FOAM FILLED FIBERGLASS L PANEL F (2) 3'-O" X 8'-0" SOLID CORE - WOOD G 2'-8" X 8'-0" 2 PANEL MDF H X-V X 8'-0" 2 PANEL MDF J 2'-4" x 8'-O" 2 PANEL MDF POCKET K 4'-0" x 8'-0" 2 PANEL MDF BI-PASS L 18'-0" X 8'-0" OVERHEAD GARAGE DOOR - ALL exterior doors Including garage doors to withstand pressures stated In permit Information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer Information (Including garage door) - Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has gglazing then it must be Impact resistant and shall NOT be thru garage. This may be the same door if It meets both criteria listed above. N <.. .... .. .. . e I .. ... .. p I Coffer Ceding 1 `r , N. w — ------ — -- 1 — — — ---- — —_ w�z 1 _ w I jji 12' I6" 12' J.I 2'-9" q � Column Schedule 6'-9" 2' 1'-e" 2' wQ� ,00 L— — ---------- G ©0 3 H.B. � Mark Size and Descri tion T LA NDRY ° ° R _ _ r, wH © C-I „ I6 x IL concrete block filled with concrete and (4) #5 bars vert. © bath w/ Stucco finish and Decorative Stucco I I I B ( o e -4"I x I I. 91i I ® Liu = . o m o C-2 12" x 12" concrete column filled with concrete and (4) #5 bars vert. IL IL 0° centered on x concrete pedestal with (4) #5 bars vert. oa o o ° 0 0 0 ° 19 00 0 0 0 o 0 0 i------------ I D l I o tie �t.Lh f �I I r OD N lK V tK Q 593 oLl(KvQ `V Q L L U- y U 4011— Q c0 aom �O 4) m Ln 00 a3 O c21vU a M of o Q (LQ 00 OD # i %INN j oNt- t, U m !eF ni 5Eto JL R N M x` 5 Sheet 3 OF Comm # Iq-82 LEGAL. ®E ,RiPTION; ALL OF LOT 4, POSTOBELLO, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 30, PUBLIC RECORDS OF ST, LUCIE COUNTY; FLORIDA, NAIL IN PLS 4 HMARK IN = 2 i N SET MAO NAIL IN DISK ROLLINt PLS 4945 SITE BENCHMARK TWO------I�` ELEVATION = 20.85 r ;I Ld 3 0 01 I C.� I SET MAO NAIL IN DISK R6LLIN9 PLS 4945 SITE 8ENCHMARK ONE ELEVAT,6N = 20,53 CKF,E 1-- REAR �0 IL W 3w Ldo Ill �yU} ':. Nir ZpZ K N - o a. Za- 0 a 0 Z ffl F I 30 a� u� N K O 00 N 0o 0, l u C7 Z U ,�.. aMLol 3 /ramCVr-T BOUNDARY 290.81' PROPOSED 1 STOF CONCRETE P(,OCK STRL PROPOSEDFINISHED F ELEVATION = 23.1 PER BUILDER PROPOSED 12' WIDE _ .. CONORETE DRIVEWAY LOT 3 FIN SHED FLOOR ELEVATION = 21i`/3 �1ry' S 89'17'04" E (P) wh 671.30' (P S 89'1704" E (M) 671.30' (M .n..- _.._—....ray. — — — —. Y I I I I I I I I I I I PROPOSED 14>O00 SQUARE O OF UNOBSTRUCTED AREA ' I � a N I I I PROPOSED WI20POSED CONCRETE SEPTIC TANK A'C SLAB L — _ . _ _ 0.7' WIDE PROPOSED -" 4' H14H CONCRETE OPNCRETE DOOR PAD "- 11LtJCK WALL 2 .3 PP (POSED 4' X 101 OCI�ICRETE SLAB FOR WOOL EQUIPMENT PROPOSED PLANTER. L RE c opy LOTa w > N W .r cnnw� n mar; n�j�N II_In � \\ OY 00 '0 -2 "1 0 aaQ (L WmpFa .L)0 L-,i OO W U -�- M1 1 Bso 7 a W / o& h _ 24,92 4.67' N IO ;*y I 1' 8.3 ,... A C SLABPI PROPOSED CONCRETE ."PROPOSED 10 WATER LINE DOOR PAD Vi \ 0 a N 89'17f014" W (M) 671.30' N 89'17'04" W (P) 671.30' LOT 5 FINISHED FLOOR ELEVATION = 21.81 WELL PIPE WV' ,® 3221 i ► \ STREET rnrn V N (VAC F' NT) 'D o 1n CN 00 CERTIFICA'LIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) OUVERTON AND VERONICA DANIELS 0 PORT ST. LUCIE, FLORIDA 3495 772-87 m 47QQ BENCHMARK REFERENCEI F`OUNO ST. LUCIE COUNTY 1993 GPS BRASS DISK IN CONCRETE 1 MILg PLUS OR MINUS NORTH OF ANGLE TOAD ON JOHNSTON ROAq, 11 FEET PLUS OR MINUS EAST OF THE EAST. EDGE OF PAVEMENT OF JOHNSTON ROAD, 2 FEET PLUS OR MINUS WESTERLY OF A tlUARD RAIL RUNNING NORTH TO SOUTH, 20 FEET PLUS OR MINUS NORTH QF THE CENTERLINE OF A DIRT DRIVE INTO A CITRUS GROVE. ELEVATION 19.68 N.A,V.b. OF 1985, ELEVATIONS BASED ON N.A.V.O� OF 1988 AND SHOWN THIS FLOOD ELEVATION INFORMATION MAW NUMBER , 1211100j,11t1J DATE OF FIRM FEBRU4Y,j5TH, 2012. COMMUNITY NUMBER- 12C.285 PANEL, 0160 FIRM ZONE X SUFFIX J __ FIELD ADDENDUM BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY P.F.B. 09/07/RO18 R.E.R, R.E.R. TOPOGRAPHIC SURVEY F B 06 24 �019 / R.E.R, ' R.E.R CONSTRUCTION LAYOUT SURVEY 06/24/9019 R.E.A, R.E.R. REVISE CONSTRUCTION 02/18/9020 R.E.R, R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 03/12/9020 R.E.R. R.E.R. -UT SURVEY .WO REVISE CONSTRUCTION 03/304020 R.E.R, R.E.R. LEGEND: O = SU, 5/8" IRON REBAR WITH CAP P.L.S. NUMOER 4945 • - 5FT NAIL IN DISK P.L.S. NUMEIER 4945 UNLESS OTHERWISE NOTED. O = MANHOLE (M.H.) � ® = (BATCH BASIN (CA) - -- — lei 46 = FIRE HYDRANT (KH. O� a1 is 0 = WATER METER (WIM.� 4UpRI4t c; r;LIllivLl c = WOOD POWER POLE (WD. P.P,) Z 0 ddb _ ONCRETE POWER ROLE (CQNQ, P.P.) sp = ANCHOR AND GUY WIRE —= OVERHEAD WIRES T. OF NOT TO SCALE a , - _ X — = FENCELINE --- - NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED _ FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OFWAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOW. 3 LEGAL f�ESCRIPTION AS SUPPLIED BY CLIENT. 4� BUILDING TIES ARE go' OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. PrOT DATE AI'D TIME: 02/18/2Q20 3:30 PM EST LOT SQUARE FQOTAGE 5.015± ACRES - SCALE: 1 " 20' DATE OF LA T FIELD WORK: 06/24/2019 I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLQRIDA ADMINISTRATIVE CODE, PUR$OANT TO SECTION 472.07, FLORIDA STATUTES, zcr 03 /3 ROLAND ROLED GATE OF __IG TUR PRQF�SSIONAL FAfVD URV€YOR FLORtIRA- RF�GISTRATION.. IlJ�41BER 4945 N 10 4YPTHf1U1 THE SIGNATURE AND THE pR04= RATSEO -SEAL OF A FI"QRIDA LICENSED ...SURVEYOR AND MAPPER. JOB NUMBER: RR180813REVCL * LEGAL DESCRIPTION: ALL OF LOT 4, POSTOBELLO, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 30, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET-MAG NAIL IN D ROLLINS PLS 494 SITE BENCHMARK TH ELEVATION = 21.1 I a tih SET MAO (NAIL IN DISK ROLLIINS PLS 4945 SITE BENCHMARK TWO— — --f- ELEVATION = 20.85 Q� 6L � 0 I h z O 0� LLI /Z 3 ti/ Q "D C I 00 0 ti11 I I I SET MAG NAIL IN DISK ROLUNS PLS 4945 SITE BENCHMARK ONE ELEVATION = 20.53 W K v~ � 3 r 'u 3 Z a- Q U Z O n O F c Vl d D 4,z � to o z a UO ?U Q� M N po K � W � Loom K I �^ u)Uo K 0 o 07 zz9 v y1 73 to F ^^ wo w N ^ z O O O N a Z Z o 66 Wo E_ SY' Lo to zq a O r U Uv UO Wz i a Z V o D_ a g � ww o- N (V U-) 0 O p Z Z FOUND 4" X 4" CONCRETE MONUMENT WITH BOLT IN ALUMINUM DISK PRM LS 3435 ASBUILT SURVEY FORMBOARD GRAPHIC ( INS') I torah - 80 & NOTE: THE BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY LINE. OF JOHNSTON ROAD AND THE WEST LINE OF LOT 4 (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 00°52' 10" EAST. 290.72' O/S ABBREVIATIONS: ABBREVIATIONS: A/C = AIR CONDITIONER N.T.S. - NOT TO SCALE C) = CALCULATED O/S = OFFSET C.F.T.) = CALCULATED FROM TRAVERSE P.C.P. = PERMANENT CONTROL POINT CENTERLINE (P) = PLAT C.B.S. -= CONCRETE BLOCK STRUCTURE P.O.B. = POINT OF BEGINNING E/P = EDGE OF PAVEMENT P.R.M. � PERMANENT REFERENCE MONUMENT E.O.W. = EDGE OF WATER (R) = RECORD E.F.B. = ELECTRONIC FIELD BOOK P.C. = POINT OF CURVATURE EL. = ELEVATION P.I. = POINT OF INTERSECTION FIRM = FLOOD INSURANCE RATE MAPS S/W = SIDEWALK FND. = FOUND T.O.S. - TOE OF SLOPE (M) = MEASURED T.O.B. = TOP OF BANK N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929, N.A.V.D. $S = NORTH AMERICAN VERTICAL DATUM OF 1988. ROLUNS ROLAND 00 MKMAL R P 3221 SW CRUMPACKER STREET s PORT ST. ILUCIE, FLORIDA 34953 7*72-873-4700 BENCHMARK REFERENCE: FOUND ST. LUCIE COUNTY 1993 GPS BRASS DISK IN CONCRETE 1 MILE PLUS OR MINUS NORTH OF ANGLE ROAD ON JOHNSTON ROAD, 11 FEET PLUS OR MINUS EAST OF THE EAST EDGE OF PAVEMENT OF JOHNSTON ROAD, 2 FEET PLUS OR MINUS WESTERLY OF A GUARD RAIL RUNNING NORTH TO SOUTH, 20 FEET PLUS OR MINUS NORTH OF THE CENTERLINE Gam`. _g le Co. OF A DIRT DRIVE INTO A CITRUS GROVE. ELEVATION = 19.68 Datew It N.A.V.D. OF 1988. LOT ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS S 89°17'04" E (P) 671.30' (P) St.U_ _ FLOOD ELEVATION INFORMATION 5 89'17'04" E (M) 671,30' (M) Cate ��,,.__ -MAP NUMBER 12111C0.160J DATE OF FIRM FEBRUARY 16TH, 2012 COMMUNITY NUMBER120285 PANEL 0160 FIRM ZONE X SUFFIX J V N 89.1® 7'0-(M) 671.30 (M) N 89-17'04" W (P) 671.30' (P) LOT 5 m 0) LOT 4 M LOT 5 U1 In CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO:- 1) DUVERTON AND' VERONICA DANIELS an FIELD ADDENDUM BOOK PAGE DATE BY CHECKED BOUNDARY E F.B. 09/07/2018 R.E:R. R.E.R. SURVEY TOPOGRAPHIC E F B 06/24/2019 R.ER. R.E.R. SURVEY CONSTRUCTION 06/24/2019 R.E:R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 02/18/2020 R.E,R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 03/12/2020 R.EiR. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 03/30/2020 R.E:R. R.E.R. LAYOUT SURVEY FORMBOARD E.F.B. 05/22/2020 R.E:R. R.E.R. SURVEY LEGEND: O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945 • = SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OTHERWISE NOTED. = MANHOLE (M.H.) ® = CATCH BASIN (C.B.) + = FIRE HYDRANT (F.H.) F=—1 = WATER METER (W.M.) = WOOD POWER ,POLE (WD. P.P.) f�= CONCRETE POWER POLE (CONC. P.P.) = ANCHOR AND GUY WIRE — = OVERHEAD WIRES = NOT TO SCALE — X — = FENCELINE NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF-WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4 BUILDING TIES ARE 90' OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. PLOT DATE AND TIME: 05/22/2020 8:00 AM EST LOT SQUARE FOOTAGE: 5.015± ACRES SCALE: 1 " 20' DATE OF LAST FIELD WORK: 05/21 /2020 I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027, FLORIDA STATUTES. n ROLAND: E: LLB S ,f'�TE OF SI NATUR PROTIESSIONAL LAND V�1'OR FLOR117A.l?E AIION-NUMBER 4945 NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR180813FB Southeastern Metals 24 ga Sv Crimp Metal Roofing Installed per product approval FLU III-15.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached - to trusses per sheeting attachment diagram on roof plan 12 5 1 SLOP, U0 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 12 Southeastern Metals 24 ga Sv Crimp Metal Roofing Installed 5 SLOPE per product approval FLU 11115.1 over Rol glass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 5 SLOPE -,woo loffe so 000 5/8" thick light textured stucco on typical concrete —� 4 block construction Q Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows Skylights NOA/FL NUMBER product Model Manufacturer Glass Attachment method lign tion rxoof Ma LlIY2Opening Pressure DesType Approved Tests 1. FLU 11499.9g Single Hun SH-5500 Impact Ml 5/1L" 114" die. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 2. 11-0414.14 Casement CA-140 Impact PGT 5/141, Type B 1/4' dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 3. FLU 15349.5 Fixed Glass PW-101 Impact MI 1/1L" 1/4' dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - �. FLU 15351.E Horizontal Roller HR-110 Impact MI 5/141" 1/4' dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in product approval + 60.0 PSF 11-0420.12Door (Slllld�ingGlass Series 110 SGO r{PGT I" mom Type GSA 1/4" dia. tapcons w/ min. 1 3/4' penetration to be spaced per productapproval. Contractor shall adhere to min. 2 I/2" edgedistances specified in Product approvalngGlass + 40.0 PSF L. - FL# 22401.3SGO Door Series 110 MI 1" nom Type GSA 1/4" dia. tapcons w/ mon. 1 3/4'" penetration to be spaced per product approval. Contractor shall adhere to min. 2 i/2" edge distances specified in Product approval + LO.O PSF _ 1. FLU 14011.5 Inswing Impact Fiberl-ast French Jeld-Wen 3/I6" dia. x 3"' Tapcons wi min. 1 1/2' penetration spaced per product approval. Contractor shall adhere to edge distances stated in approval. + 5.0 PSF - 8. 11-IOIG.II Steel Overhead Garage Door WGDP38 Raised Panel CLOPAY nstall per product approval including jamb supplement and ti anufacturers recommendaons. See buck detail on these plan or buck installation. Must, have center post see approval. + 46.O/-52 PSF Product NOA/F'L NUMBER Model # Manuftaturer Attachment Method tion Da um DesPressure of Approved Tests Roof FLU 11115.1 5V Crimp Metal 24 ga Southeastern Metals' Southeastern Metals 5v Crimp Roofing installed per approval over Polyglass peel and stick underlayment over 19/32" COX sheeting nailed to trusses per nailing pattern detail on roof plan-q3.S -11.0 psf Field and perimeter. of corner Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction Soffit STUCCO ON LATH 1/2" thick stucco on 3/8" Hi -Rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1 3/4" penetration into horizontal and 3/4" penetration into vertical framing_ Roof underlayment FL5259-RI PEEL/STICK POLYGL.A5S _wOodIino ALL Product Testing by: Miami -Dade County Building Code Compliance Orfice / Product Control Division 1 have reviewed the above and approved it by my seal below. ( architect or Engineer of Record ) SCALE: 1/4' : ['-Off OPEN 1 1�1 T LEF11 T.` TION 5/8" thick light textured stucco on typical concrete block construction Florida Building Code Residential: 4TH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorl: 11 Wind Speed. 140 mph ultimate Mean ♦r _.Hight:Roof • Internalf. _ .: _ SUbjectabilitq to damage from: Weathering. Negligible Termites: Verg Heav_q Width of Roof End Zone: 5'-4" Wind Exposure Classification: B Adjustment factor for Exposure Height Using Allowable Stress Design and Exp Height Adj Factor: 1-00 x Load Combo Factor 0.4 0.4 applied bel Components i Cladding Wind Pressure (NET) Roof Zone: 1. +11.0/-21.0 psf Components t Cladding Wall End Zone Width: 5'-1.' Components t Cladding Wind Pressure .. f Zone I Components Cladding Pressure ";-. .: Garage Door: • 0 I pef Walls Shear Walls Considered for Structure? Continuous Load Path Provided? Yes Wails Zone 5 ,Are Components an Cladding De—taTis Provided? Yes ENDZONE Minimum Soil Bearing Pressure: •• Y t _ Buildingpsi This hall Have the Following: Corner Zones APPROVED BOTH: Roo? Zone 3 N l� > i 0 a a Q V -a 0 ii ,O � I ip N > I b V' 0 67 .a] fn U ffl I ® cr won, ��1 Ln Q Q l!L ry4 i..l z O U Z 1� d) -v Q tl4 ' W MN i, IN so SHEET • OF RE I ED O CODE COMPLIANCE COUNTY YY LucIE^� FILE COP111, 12 5 SLOPE ' III 0� REAR E-LEV 4TION RIGHT ELEVATION ■I® u :02F -------------- z -------------------------------------- Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 111"15.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan a 12 > o� SLOPE 5 c G m U . ID 007 (Y Cl lu 2,4 q 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" - 1'-0* Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLU 111i5.1 over Poiyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4' - P-O" Z � O Q U � z LL � 4 U � LLI � N � cv W : " O >zz z W �" O --- Q s U <4 I Z N 00 v .o -Q419Urr3m ~ U R u i - i� U a < `r B N N fo SHEET NO: 2 OF JOB NUMBER: I9-82 FILE COPY NE T'_1 • H.S. C-1 Items r -r'j rr- rt rtr- 1 1 I I I I I I 1 .... r---—_------"I' •• --------------I' �' • __---__----4 1 r - OD 1' -O" C-1 �---_-- _----- 1 ------ ---� I I I T-® I �� I L___J F-3G -a I �D 1 8 L___J -3i I O I as 3•� L—_—J F-7G T-8 I 1 `_ .d O g g I [_� I Fill cell with concrete and 1 (1) as bar Vert. (topical). I 1 I Max. spacing shell not exceed I I 1 © P 0 O L9 I 32' unless othersmN noted Na foundation plan norms for-_-® I I m ► O r--- --- ---®---_-- -i O O I spacing at openings I Step N 1 0+o I F-IGM 1 IoU 1 SB-2 C(1 - 1 I I I _l I LL N Mi I 0 QO I BIB I 1 1 1 o L___ _____a _----____ -------------..________J p m I 1 1 I 0 0 0 010,21 • p • i i i i i i ' r ry S Rill 511 nth concrete sin)d I re-entrant corners (tgp.) r____-_- I 1 F-ILM __ ._._._�._._ _ _ F-ILM r i __ I I !p a bar vart. topics . Max spacing shad not exceed I O i 84 x 48" bar s all I " " i�� I 32" union otherwise noted I we foundation plan notes for I O I I H 5'-O" spacing at openings I _ I 1 I 1 I ® re-entrant corners (top.) I I I Recess for I I 0 1=s ILL I 1 e4 x 48' bar a all 35'-0" 1 Shower I I I 8> 1 I ! I 1 I ISb-3 I ! ILL s L --- V-u i I I I I I I I $D-3� 4" concrete slab with fibermesh OR -°- - - - - VxV #10/10 WWM on G mil Visqueen over w' I I ! I I I clean compacted termite treated fill I I I 24 12 eonc -l#5 I I I ftg W/ 3bare -1 I I I I o I I 1 t -i III- 1 I w le IL ;0 I I 1 1 T IL GAS i I I I HOT'4 �,l 1 1 I I i- W.H.i- I!- `� i l k I I IJ lu I 1 l i - I I I I i- ' I Recess for Shower r I I I ( I I iv = ti I I I - ryoT'. I p ;r I I tI ell a 1 'I`#2 Is'-s^ �n I n p re-entrant cornersI M M) a4 x 4a" bar s a OII i _ ___f-ILM ! ! __ ----- ---- F-IGM--------------- - -- - F-ILM_ Q• I i t I i-I-T-I-i i 1-1_t . rp .-1`T-1-T`T-T 1 1` --- —, Recess forOD oil Ar-------------------------------- -- -- -�oiz Shower �1- I w II li -------------- - I 4" concrete slab with fibermesh OR - I L"xk" ulOAO WWM on L and Visqueen over I ILL I I m i i I _/ clean compacted termite treated fill! �a " I ILEB-2 1 C-2 i F-3G I I F-841 I F-GO f'I--j r-__'---I r- ------ 1 r--- I I '� I I I I I T-® __ I I T-8 J I T-8 I I I r----- r---- 8 r---- 8 - - • wok re-entrant corners (top.) I I L ► boo H 1 e4 x 48" bar a all W 1 Ln Ln - r - - L - - L - - L - 1 $_'LL I I in I L 2' 3„ -4" L" 12'IG" G'-5" IL" 12' _ 1 9 C-2 34'--4 C-2 - 9Tian._-_-_1- I 1 i r i p 110I - r a_._._ 201-101, i rep --- - eon i _ O 1 �__- ____- I Reeeu fee 1 I e al) I W I ! I Shower 1 1 -2if O MIMI I I Ini I I Ini I I• • • Ci—__— -- --- -- - ---- r------ I old step max. Porn top 1 F-IL of threshold of threshold to too of porch slab ( ap 1 I s.___-- m LL -__®- ____ I to comply with R13c R311.3.1 • I FOUNDATION PLAN 1 © ; _FOUNDATION SCALE: 1/4" = 1'-0' .1 0 E I 1 I tr. NOTFS, I. Any changes to plains must be submitted to the architect 22'-e" -� I 1 I for approval before proceeding with construction. IL j © I 1 2. Contractor shall be responsible for verification of all notation and dimenst s prior to start of construction. I l I I 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and 1 I i 1 _ I ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to I SLOPE 2 1 4" concrete slab with fibermesh OR I shall be 3,000 P.S.I. concrete and/or 4.000 P.S.I. grout mix min. 9 I 4'-O" I G"xL" 410/10 WWM on L and Visqueen over 1 4. Footing design based on assumed sod bearing capacity of 2.500 PSF I I I clean compacted termite treated fill Ig contractor to submit soil bearing teat results or soil bearing I capacity report by a Florida reglatered engineer. $I� 1 t 0 ? S. Verify all recess thickness at shower Floors, all floor finishe eecte y „!+ T-8 I O t) WIrn 0 Ln owner, door sills Ill thresholds etc.... prior to placing any slabs. 0 I yl'�° 1 N L. Contractor to provide filled cell with concrete and 1 45 bar vert. at 4 U. 10 in 1 I I v ILL g(Iq CO o.c. max. Provide (U filled cell on each aide of openings up to 5'-II" wid Provide bD CIA I ----� SLOPE 2 10 (2) filled cello on each side of openings from L'-®" to 9'-II' �7 I 1 I and Provide (3) filled cells on each side of openings from 10'-0" and u I I I I Contractor to see plans for any other condition used. Foundation walls I I I I shall have filled cells at 24" o.c. unless otherwise noted (see section) I 4" concrete slab with fibermesh OR I I 1. Contractor to provide for Form Board Survey - Form Board Survey I 4"xG" ail0/10 WWM on Land Via wean over 1 .- 24'-O° to be provided to Truss Company prior to truss construction i clean compacted termite treated fill j I- I I 8. ALL Reinforcing steel shall be grade 40, meeting ASTM A -It and l- o i I I A-35 specifications. ALL Anchors to be A-301 steel. I 'Jill I T 1 I I I 9. Provide a minimum of 3" concrete protection at Footings and I I IL p I r I-I/2" concrete protection at beams For ALL reinforcing bars. -y I I r-K_________, 10. Contractor to provide the Architect with trues shop drawings including 1 1 1 s______ _______ ______ p ALL truss cut sheets shown4 ALL truss reactions prior to START OF FOUNDATION WORK For strap and footing verification. °D © I - - - - - - - - - - - - - - size ,------ ----� p V-9Y2„ 45'-11, 94'-5 24'- m }s Only souls with Vert. steel we to he filled. C000trwtaor 3 x a may fell Al cells sold with concrete at their discretion a: s T Sleeps stucco fnnash for drainage One row of beam block with one US bar Cont. tied to each Vert. piece of steel. 5/8' thick light textured stucco .on tyypical concroto block mall. If bolt near existing budding, stucco texture and paint cdor to vetch sedating 'Z' Vert. Steel shall lap min. 30' in mill and into rooting union using one continuous bond bar. Contractor to determine which to use based on final call height datermmed IStagg r band direction _I I I hlnto fW ing evorg other transverse bars at IL" o.c. Dowel 11) a5 bar ' I w/ 25" min lap I and V embed I I Fin- oor ooxxyy Cont. Concrete Footing p I )M!X Missed Tie Down Re air nts Carden Wall Section SCALL V4" - 1'-0' a5 bar vart. w/ 30' overlap -- at each Pilled call SB-1 - see slab bar' schedule on foundatioi 4' aonore1 sLb with 10ribervesh OR SB-�, - Ne slab bar Grade Lclaado/lee worn rm 10 will Vld rill war schedule on foundation =-. n� clean coapecgmd ¢snorts treated ha ---� , Zr 4' concrote slab with ribermash OR L'YA" a10/10 WWM on 10 mil Visqueen over clean compacted torNte treated fill x IVd concrete monolithic It with 12) a5 bars cont. t5 transverse ban at 32" o.c. 11`111 1I—I�Jj=_II_I�=1I' F-IL FOOTING DETAIL _Ill l I I II III —I I I I —Ills SCALE 1/2" = 1'-0" 12" 4" eorxrets slab with fdeermicA OR 35-2 - see slab bar L"sL" 910/10 WWM on 10 mil Visquemn —wor / Clow compacted termite treated fill �J schedule on foundation Seale: 1/2' . r-O° rI.5' Garege Door Roca" I. 4" concrete slab with fibermosh OR L"xL" a10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Driveway lil t- T'-D l2" T-12 FOOTING DETAIL SCALE 3/8' - I'-O" Thicken adge to S'x8' with concrete and one 05 bar continuous 4" concrete slab with fibermesh OR L"xL" $10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE �• _ 5 I1iI I I MEIII1- 4" concrete slab with rlbweash OR L"W 810/10 WWM im 10 and viegnon n clean co"pecud tormits treated rdl 12 T-8 FOOTING DETAIL SCALE 1/2" = 1'-0" ts Termite Protection for New Construction as per F.B.C. 181L1 CONTRACTOR TO REFERENCE F.B.G. BUILDING 1814.1 FOR FURTHUR REQUIREMENTS Sal treatmentused for subterranean termite prevention inside the foundation perimeter shall be done after all excavation" b.rlckfdlmg and compaction is complete. If sal area is disturbed after initial chemical sod treatment, area shall be re -treated with a chemical sal treatment including spaces boxed or Framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose- contatnin9 materials and shall have a min. wall thickness of 0.010 and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES Shall be applied inside the sleeve per FBC Plumbing 305.1.2 Slab Bar Schedule Mark s'-E x Y z T isS acin Notes 35-1 e4 4V ---- otw drd tWRI 6r 40' wc. Two to vart ad steel 38-2 a4 — 4s' 24' 'Z" Sr 40' ao. SS-S e4 12" — — r 24' as k----- x -aj --'I STANDARD SLAB BAR f' STANDARD HOOK BAR r yin z x HOYN Slab Venf Paeh each location Slab n 'Z' BAR EQUAL OR UNEQUAL LEG STANDARD UPTURN HOOK BAR xx 1 Rl GARAGE SLAB STANDARD HOOK BAR (Where epphceble - Flat bar oleo eccepteblG� ,w� AL AAS��LggAb A S 841 ,S T `D T SLAB 75 L 6 R.S CABBiT M RDHIC I D I MT AL FF oot in ule Mark _she Size .and Description T-8 Thicken slab edge to 8" x 8" with (1) #5 bar coat. F-16 Vw x IL"d concrete monolithic footing with (2) #5 rebar continuous and #5 transverse bars at 32" o.c. (bottom) F-18 IL"w x 18"d concrete monolithic footing with (2) #5 rebar continuous and u5 transverse bars at 32" ox. (bottom) F-24 24"w x IL"d concrete monolithic footing with (3) #5 rebar continuous and #5 transverse bars at 32" ox. (bottom) F-3L 3L"w x 34"1 x 12"d concrete pad footing with #5 rebar at 8" o.c. e. bottom steel. F-I:O O'w I� $awed x 12"d concrete pad footing with #5 rebar at 8" o.c. e F-84 84"w x 34"I x 12"d concrete pad foc)ting with #5 rebar at 8" o.c. e. bottom steel. V Z" a2 O O. Q V 7 a � ® a 9 I t41 � � I COO ymy !� V. q ® v (X U c ®) lb Ln OD n7 C 9 cI C4 U C�ODODE so Q (V 1:V a�C4(4� v t �ry 1J.1 , r- r- U r- i- Wo-- Yb `:;F (a E Q I- LL. I tll Sheet 04, OF Comm # 19-82 • ��-c tiOPY J, lie' aa�l®ICI®I■I■I■I®I■I■I■ISIC! =!�1■I■I�!/I■I®I■11 \IE>•II� �`Ni f 71`SIE�I iiikl 1 i 6 9�E1611i I i i 9�jE1l Ili 1 r • • • II •� ill �' �� — ��■�E�II��II!Itlli EIlIf�tlRiiEiEi 61i1>9tliEeElll�il)3i19lll�llill� •• 1 �Ir e • • - Z • • • ' llr • - _ = IRIM 1 � Plifii IfPt�&11iI�tiIIESA"� skE�1 !E�9 8�1 6Efan�E��' 11®I _-,i=MI M B�EI•W•,— �I=r►jl�alo■■® p18■�if BI L93,-"] I C-2 �C-271 L93 BI tv Southeastern Metals 24 ga 5v Crimp Metal Roofing installed _ per product approval FLU 11115.1 over Polgglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan NN ■IC��i��l� I •I I� Isaeti.lrl �/ i DI L31 ` AT 24"o.c. TYPICAL B1 ROOF PLAN x �.tsBM TYPICAL ROOF NOTES: Scale 3/IL" = 1'-0" - Overhangs shall be 2'-0" unless otherwise noted on this Sheet a - Roof pitch shall be 5:12 unless otherwise noted on this sheet PRE-ENG ER TRUSSES = - Truss shop drawings to be provided bg manufacturer Q ' AT 241PI A ) - Any changes to this plan shall be Submitted to the ~ a L31 sop drawings manufacturer _ architect for approval in writing prior to starting construction. _ ALL TRUSS TO TRUSS CONNECTIONS BY F F TRUSS MANUFACTURER VA 12 12 - Architect to review Truss Shop Drawings Prior 6 SLOPE SLOPE IS to construction for layout and uplift verification 5 - Contractor to provide for Form Board Survey and to provide all Form Board Survey to Truss Company prior to truss construction IL - Contractor to provide the Architect witT truss shop drawings including A ALL truss cut sheets showing ALL truss reactions prior to TART v OF FOUNDATION WORK for Strap and footing size verification. to - TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. Insulation - see section n 24" 1.I vanes - we floor plan Coffer Ceiling Detail Z x BI BI H tV J PRE-ENGINEE RED TRUSSES AT 24"o.c. TYPICAL shop drawings g manufacturer LISO Bi j IZ 12 6 SLOPE SLOPE 5 W Y n -4 N BI BI L22 LZZ 24" Scale 1/2"=l'-O" user. t.orPrecast Lot@[ Lintel Length I Bar Length Clear Span "A" Bars "B" Bars 2'-10, 2'-8"1'-6"2A3 none 3'-6" 3'-4" 2'-2" 2,1113 none 4'-0" 3'-10" 2'-8" 2 u3 none ddAww aPPOb/1T 4'-G" 4'-4" 3'-2" 2.133 none e�GaaA�� a5 r,'JI; i One Rae Desa ' i' t S. 5'-2" 4'-O" 2,tt3 none j v Meek Above {". 5'-10, 5'-8" 4'-G' 2,tt9 none G' a react Leael L'-G" 6'-4" 5-4" 2,a9 none 11-61. l -O" 6'-2" 2 ar none --.-/ e6 tars -- MMt-wR♦ NOTES: 8'-4" 1'-10" 1'-O" 2 u5 none ALL reinforcing steel is grade GO. I. MIN. BEVERAGE OR RED I - 1.6' ]. MIN BEARING REQUIRED EA, END 4" 3. STANDARD FOR REINF. STEEL - ABTM ALI6 GRADE GO TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark =0 Gass-x= Pte- Stressed ass Above t" s. Tam 8r fie". 1 U {M,e�c IPLP) LMasaxd. (PLt1 L20 7-O' 2-10` er88-OBAT NO — 1 ei SOLI iG1 1642 LIN l V-sr ar®-OY/IT NO — 1 e6 2KI DGi I413 L4I 4'-e' tr-r arY-OB/IT NO — I K " IOU 41 LIO W-O' S-e' aP0-OB/IT NO — I ai bOE WA 33I L40 I L'-!' I L•-r ePI-MAT NO — I K ION 121 04 1.10 T-O` T-00 are-oam No — 1 #5 Wy 121 04 L80 8'-O' a' -a' I p"B-WEAR No — I as 6" 3II :G LW r-O' r-r ere-OBAIT No — 1 $I 535 5" 401 wi r-3' r-r are-08AR No — 1 si 582 414 412 LI00 10'-W 10'-a' WO-OSAR No — 1 as 582 414 4e2 LBO 10'-W N'-e` mu-mm NO ONE I K 1 aI t254 410 402 LMO tY-o` IY-C wu-sm NO ONE I as 1 as Will, LOL $24 asam 284 W-a' eMl-a!/2T Yas ONE 1 as 2 K 180 BOO M4 991 W-i' er4-Bs/2T YES ONE 1 ee 2 89 -00 424 He - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - LREFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING RNTEL MENTS UCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. EQUIRE-.LINTELS OVER 13'-11` LONG ARE TO BE PRESTRESSED. CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS L a Q1 OI 00 �Ci Q�Liu� ®�Q�r (a� BEAM 3C..'HEDULE Mark Size and Description (� BI Two rows of beam block filled with concrete and (U 45 bar Provide lintel filled u continuous in each row. precast with concrete and (1) over openings. #5 bar per lintel schedule continuous Q) RAKE BEAM 8" x 12" concrete tie beam with M) 45 bars „ 1- B2 cont. over clears ansprovide #3 ties at 8" o.c. max. spacing (n O LL U_ HEADER SCHEDULE IMarkl Size and Description HI (2) 2" x 12" SYP #2 Wood Beam 0 7 Hold gable end Truss down for 2' x 4" overhang framing 2" x 4" gable 19/32" CDX plywood sheeting overhang nailed per roof sheeting attachment � ,�" c N. framing at 24" o.c. detail on roof plan sheet (� Diagonal bracing to be 2" x 4" to span - Soffit and fascia - see t4 C 8'-O" from gable and wall, - typical section for exact details C nailed to each truss < 24" 2" x 4" scab -fascia w X. < 01 01 Ln w C 1/8" thick light textured stucco over paper backed wire Path nailed to substrate through OD 00 E — - - -- ---- - -- -- am* layer of 15 lb felt using ad nails. substrate co be 19/32' CDX Plpw�od at L' q 1 1 � 0'4 V 2' x 4' bracing to span back ��--- rleikrd oc in field and edges with IOd ring shank nails in.to studs i- 1- A pp pp a � 8'-0' from gable and nailed to each truss with (2) IOd nails (y (V ry I N I0 expanded flangectrich JgolvDaninld control f to tV (V Q) 6 See typical front porch section for wall conetrucUon ant attached to pigg"cad uan9 �d ring s ank nails (2) In each corner and at IG o.c. thereafter with min- yip IL., y-f r-- r-- U r i ''', 10 a, d I' penetration into studs 1j ,4) U `- � ('( mai r- y U x a_ `T' is fu - E U GABLE ENDW ALL DETAIL (2.4 j f Q U_ � I ; 1 u NTS Provide 12" Min. Thickness Pin call with concrete and from block to edge of beam (D 85 bar vrt. (typical) Max sp shall not exceed 2'-0" o.c..e. typical with MIN. 25` overlap at each filled can 12 5 SLOPE •,� '. B-Z Sheet See Lintel Schedule for Lintel Slze and Bar Length VE FY WIN WS +� LO ATION ND SIZE N FLOCPLAN OF Comm # RAKE BEAM DETAIL 19-82 NTS I -"awe JUL )DV /r 2" VTR A wrr t t° u SANITARY RISER Southeastern Metals 24 ga 5v Crimp Metal Roofing installed R-22 spray foam insulation per product approval FLU 11115.I over Polgglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or s hurricane anchor at each with (10) 10d x 1 1/2" r ( 24" o.c.) sup orting I 18101ba. uplift Gary -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x G" Sub -Fascia 5/8" thick stucco on 3/8" hi -rib lath X attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap — at each filled cell 12 5 base board Grade 14, V_ • � F— �L TYfi ICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 1 5/8" drywall with smooth finish 1/2" drywall over I" x furring strips at 14" o.c. with R4.1 ryfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tye "M" only. Provide Our-O-Rock at ,wet areas (ex, showers, tubs etc...) Fill cell with concrete and (U 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR G"xL" #10/10 WWM on G mil Visqueen over —clean compacted termite treated fill Scale I/2" n t s E O 30" min. Corner Steel La Contractor to provide proper foundation chairs for proper steel installation nts Ex Int Exterior Verify all stucco banding and trim per elevations 4tucco return kttach door to block wall with /4" dia. x 3" tap -cons with min. 1/2" penetration at 12" o.c. max nd G' o.c. max from each corner thru x 8" PT Buck we door schedule and 2or plan for size and locations stall door per product approval by mfg rywall return at typical wall sections for interior •yivall finish notes erify filled cell count per Floor plans at window jambs oor Jamb Detail NTS Seal ALL concrete block jambs prior to buck per FBC R l03.8 using any approved sealant VERIFY ALL SILL MATERIAL WITH OWNER PRIOR TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER PRIOR TO INSTALLING MASONRY Simpson HTS-20 at each truss truss with (24) 10d x 1 1/2" nails in each strap x 4" top plate 5/8" dr wall ceiling on 5/8" drywall Strap etude to plate using Simpson — SP4 truss bottom cord ceiling strap with WIOd x 1 1/2" nails in each strap (2) 2" x 4" top plate z 6 00 W I/2" drywall on U2f 2" x 4' studs at 14" o.c. W to „ drywall � 2" x 4" Blocking 2" 2" x 4' studss at IG" o.c. Q 0 6 Finish to match existing n> W Strap studs to plate using Simpson I- SP4 strap with (4) IOd x 1 1/2" W nails in each strap W 2" x 4" P.T. bottom plate N 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 32" o.c. and r4" min. T' embedment with 2" washer concrete slab with fibermesh OR basebo OR 4" concrete slab with Fibemil al baseboard G"xG' 410/10 WWM on G mil Vis ueen over q G"xG" ttl0/10 WTypicel V WM on G and isqueen clean"compacted termite treated fill clean compacted termite treated fill error Non—Bearinq Partition Scale: 1/2" = I'-O" 3T-1 k G E C i a Er Int Window Jamb Detai Drywall Sill - verif final material and size with owner prior to ordering Mooting see foundation plan for size and steel req. Typical Interior Bearing Partition Scale: 1/2" = 1'-0" Top. Masonry Filled Cell Detall NTS Verify all stucco banding and trim per elevations Stucco return Attach window to block wall with 1/4" die. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and G" o.c. max from each corner thru I" x 4" PT Buck See window schedule and floor plan for size and locations install window per product approval by mfg Drywall return See typical wall sections for interior drywall finish notes verify filled cell count per floor plans at window jambs Lintel - see plans for size and steel req. Attach Wawdom to black Wall with 1/4' dia. x 3" tap -cone With nn. 11/2" panatratwon at 12' o.c. sax and 4" ox. Wax from each corner thru I' x 4' PT Buck return NTS See window schedule and floor plan for size and locations Stucco finish over sill slope for drainage Pour concrete sill over tin cap Section Window Head it Sill NTS a t_ I Q4(1 Q QtF- s r, U ection Hole rom footing lap in wall Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Filled Cell Masonry Column With One :as From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location Ingle Filled Cell Column NTS /N � n Q... p[ W o O W :3 u O <ZW ao00 m� O Q>M(y� O J Q OD 0o c U I ��` Q 00 I Z (y ci !t U(V (V ° Cr U O r r o- -� W U 1.y a Cq a ~ 111 C QL Q V m ` lsbF � co SHEET NO: D-1 OF JOB NUMBER: 19-82 #5 bar vert. at filled cell Control Joint at 30'-0" max. PLAN VIEW AT AWANY CONTROL JONT& Tgpii Extend joint reinforcing into concrete column PLAN VIEW Strap double top plate to each stud using Simpson SP straps. Adjust the strap size to match stud width 2"x etude - see wall sections for applicable widths and stud spacing Typical Masonry Wall Stud along block wall to be PT _ 2"x blocking as req. by , ( _.: Florida Building Code - EJ El __ Residential. 32„ 32" Provide Prefabricated Provide Prefabricated ide r "T" ds "L" Joint Reinforcing -- Reinforcing at ALL T-intersections at ALL Corners Beam - see typical section at block wall. Contractor to fill last cell solid with concrete and (U tt5 bar vert. for frame wall attachment. Tapcon screws #10 x 3" e 14" o.c. or 1/2" dim. x5/12" Lg. "Red Heads" w/ 2"dim.x 1/8" washer See typical block wall section PLAN VIEW AT ALL T' MT&RNCTgNi PLAN VIEW AT ALL X concrete Tooter CORNRRi \_ TYPICAL CONCRETE BLOCK WALL REINFORCING r a fll e to Block Wall n c h o r Detail TO BE OUR-O-WAL DA3200 LADUR JOINT ,4 REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A Scale: NTS HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL ct BE PLACED IN ALL CONCRETE BLOCK WALLS AT 14" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYPICAL MASONRY WALL REINFORCING DETAILS NTS Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FLU 11115.1 over Polyglass sell' adhered roofing underlagment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nail& ( 2418" o.c.) supporting Max. 05 lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x G" Sub -Fascia 2" continuous screen soffit vent 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick smooth finished stucco band 12 b 1 SLOPE Pre -cast Lintel See Roof plan for details OPEN I WALL BEYOND R-20 min. of spray foam insulation PRE-ENGINEERED SCISSOR TRUSSES AT 24"o.c. TYPICAL ( shop drawings by manufacturer ) SLOPE 3 12 5/8" drywall with smooth finish I" x 3" PT furring horizontal fire stop BI Pre -cast Lintel See Roof plan for details 1/2" drgwall over I" x furring strips at 14" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.31 and shall meet all pertaining ASTM codes. Mortar to be Tyge "M" onlgg. Provide Dur-O-Rock at al( wet areas (ex. showers, tubs etc...) See Door Schedule For Sizes Typical Flooring on 4" concrete slab with fibermesh OR VxL" 410/10 WWM on 4 and Visqueen over clean compacted termite treated fill _i -111� F—ILM 1= SECTION AT REAR PORCH 2" x 4" PT wood secured with overhead door track secured to wood 1/2"dia. x 6" expansion anchors jamb per manufacturer's product approval with 2" sq. washer at 18" o.c. ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS Garacle Door Jamb Diet& Scale : 1/2" _= I'—O" NTS PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) Fill cell with concrete and (U tt5 bar vert. (typical). Max. spacing shall not exceed 2'-0" o.c. typical with MIN. 25" overlap at each filled call (1) #5 bar Vert. In filled cell Changes in Bond Seam Heiaht Southeastern Metals 24 ga 5v Crimp Metal Roofing installed PRE-ENGINEERED PARALLEL per product approval FLU 11115.1 over Pol"y"lass self adhered roofinhe CHORD TRUSSES AT 2-"&o.e. TYPICAL to trusses per sheetgmenteattach enCd19/32"di gramywnodrooftacpland ( shop drawings bg manufacturer ) 5/8" drywall with smooth finish I" x 3" PT furring horizontal fire stop 1/2" drgwall over I" x furring strips at IL" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Pre -cast Lintel See Roof plan for details FOYER See Door Schedule For Sizes 4" concrete slab with fibermesh OR 6"xC' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill F-ILM --�ila �Galv1"Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 12" 2" x 6" Sub -Fascia O.H. 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members See Window Schedule For Sizes COVERED PORCH - Step per foundation plan SLOPE 2" F—LO beyond —.ii I k I Scale : 1/2" = 1'-0" C-2 T1IG Ceiling by others a 0 6' -a Ul U [Il s I 0 3 Wo o u z Q U z_ O 0)LL � Q U � C -t *+ Qi N ry cq W o 0 W: O Z W OD °u � O JQ OD OD u Q Y` Q- F- r r Q I Z c�v c�v #t O 'a W u M t W ��x� �UNF- �N -1 a V-go � N Q� SHEET NO: D - 2 OF JOB NUMBER: I9-82 . a_ W �L 3 goal- -0 V -0 �cr 3 (YC) I!W- q ,n a 2 0 U z Q O z o � � IL A! v � v N � L � Ul o O W :3 O Z W inooU O Q 00 m V Q- �— r- r Q zc00 cv" v # QD W m ~ W �(Xov t_ U ui L N N Tffi SHEET NO: TS-I OF JOB NUMBER: I9-82 M- ICI M-1 MIMI CI f 1=IIII-IIII=I I V l l l l�l i f l-IIII-IIII-i 1 1 1-I I I hI I I=IIII I l l li 1 1 11111-IIII=I I L=IIII-IIII-I I I I-1111= 111 Ili-1 ll-IIII.1111 �1111-I I M11-IIII-IIII-11_II -11 `IIII ; tllh llll-lll =i i=i = =i i i 1=I IIW,, NI1 �lllli=iilliliailllliiiilllllilif111-il llll.11 ,IIII_ THRU-SECT N 43 OPEN COVERED PORCH HRU- OPEN -Ili 1— SECTION 4-4 COVERED PORCH PRE—ENGINEERED TRUSSES �— AT 24"o.c. TYPICAL ---® ( shop drawings bg manufacturer ) FOYER 1111 PRE—ENGINEERED TRUSSES AT 24"o.c. TYPICAL ( shop drawings by manufacturer ) KITCHEN TIF] FOYER GREAT ROOM COVERED PORCH COVERED PORCH =_= —_I -1 I ,IIII-IIII IIII IIII-11C1-IIII-IIII—IIII-IIII=IIII IIII=IIII-1111_I111-1111�I11 ��ii1111111111111111_:IIIIIIl1111111��;,IIII.-1111—��-IIII =IIII,;,,Ifll;�l�llll�iallll�iailllliiiilllliiillll- SCALE: 1/4" P-O" ------ ---------- _ =�I�� IIII IIII II III-IIII-IIII-IIII-IIII-IIIIT1111=IIII�IIII IIII:-IIII-IIII-IIII _IIII-IIII-IIII-IIII-II IL-IIII-1111_Ill -IIII-IIII-I1 -1 � -= I =-± - IIII= IIIIIIIIIIIilllllllllllllll��lllllllll�liil111�� 1111�=_=_-,IIII_ - IIII=11i1=IIII=IIII-IIII=1fll=IIII IIII-=IIII IIII-1111Yj1' - - ��i-1111 1111=1111J�11_lllf_ IIII=ii�i=��' SCALE: 1/4" - P-O" a FA C, (Y ® tY �41 lb v ® U Y Q O U o � �LL '> .0 v � ui v N (Y OF Q (L ac w o 0 3 v O .ZW00°oUO Q 00 00 V Q �— (— r rOD OD Q I z "cci v xc U O rrCA -<q- -� LU U r' t10 U4 M v� L U ui u_ -' N 4 `r -tk;p N L SHEET NO: T '-2 OF JOB NUMBER: 19-82 '�#fr A *irl h a F a 50 AMP SUB -PANEL "C' aJ E �= e WP G (�3 U ''ow wr INSTA- HOT W.N. COVERED PORCH REll IL` � I._ s �i WP Orel L No J GARAGE CLO inTF. WP WP I II 1 0 _ _'•I I ` ILLS = L !/'Mil/I.1 FB I COVERED I PORCH I �11 ill I n ELECTRICAL PLAN ELECTRIC NOTES: SCALE: 3/14' = 1'-0" WP GFCI I. Use copper wire on no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location or electrical service and provider 4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to be installed per NFPA requirements. 4. ALL Branch Circuits that supply 125v sin le phase 15 amp or 20 amp outlets Shall be protected bg Combination -Type AFC1 Circuit Breakers. 1. Tamper resistant AFCI receptacles to be installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. 9. ALL exterior outlets to be WP/GFCI protected. 10. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. and current version of any supplements to the 2010 ed. 11. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 12. ALL A/C Equipment shall be 15 SEER 13. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required bg N.E.C.) 14. A/C Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings into the garage. 15, Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** a �■II 3"70 1 I MISS iN I Ili_ 11 Gas Aotihances: Gas Range Gas 40 Galion WH. Gas Insta-Hot W.H. Gas Dryer Gas Generator 50 AMP SUB -PANEL 'rC" Pales DR Load Wire Description circ$ cmeli Description Wire Load DR Polo* 1 SO 2.8 ka #10 Pod Equpment 1 2 Spa Pomp #10 1.6 kw 30. I spare 3 4 spare spare 5 e spare spare 1 a spare spare 9 io spare spare 11 12 spare PANEL "C" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) ,Pool Equipment . ...... ... ..... I 3000 3000 Total I.,atts 3.000 First 10000 Watts di 1 110,000. 10 OOO Remainder 0 940% 1 10 O Calculated Load Watts 10.000 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 41.1114 Panel Size Required 50 Amps bath ------------� I I I I I I I I I I I I I GFCI i ® GARAGE 'Garage I Does IOpener I 1 1 1 1 I 1 i I I I I I 1 - J Iectrico- i UMb01 Le end $ affillie Pots Bauch ® Recessed Can Light Daipw Pale Switch E Recessed Can Light So Oaser Switch Exhaust Pan we Push button Switch ¢' Ceding Mainted Light Outlet Wall Mounted LVK Special Receptacle Light with Pd1 Chain (attic) Wataeprod. ground lilt interruiptin © Compater Connection Jack Floes Dnpiex outlet 4t? Flood t Junction box m Electrical Panel Thermostat 8 Electrical Meter Central Vac , o;s A/C Duconnect Smoke Detector yy (fv Coding Fen ® Television Jack Telephone Jack ® 2 x 4 Florescent Li ht I x 4 Florescent LWht ® _ Intercom Speaker H -Up 0 Cakng Masted Light Dose Style I Pendant Light ® Motion Detector ( closet light ) ® Carbon Ma nowde Dots" VP Panel "A" I I Y Meter GFCI Generator Transsr Stitch A/C disc. A/C disc. 150 ISO AMP AMID PANEL PANEL MCI MCb \\(3) #1/0 copper feed 2" PVC ( FPL I /2" Conduit 2 Copper to FPL ug a::rv.ce ground to Fiber in "lib LE_ CTR I C A Rya %1 i3 c°a"aa"'dt real PANEL "A11 Poles BR Load Wire Description ands omC# 04"tion Wire Lead OR Polls 2 40 1.0 ka #8 A/C compresses 1 2 AHU a10 3.5 ko 30 2 3 4 1 20 1.5 ka #12 Range Hood 5 4 Dishwasher 812 1.2 Its 20 1 1 20 1.2 Its #12 Clothes Washer 1 8 Refrigerator $12 1.2 ka 20 1 1 20 .81 ka #12 Garage Dao Opener 1 10 General Lighting *14 - 20 1 1 20 .81 Its #12 Garage Deer Opener II ,.. 12 General Lighting 841 - 20 1 1 20 1.6 ka *12 Kitchen S.A.C. 13 14 General Lighting 814 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 16 16 General Lighting #14 - 20 1 1 20 - #12 Recepticlea 11 i8 General Lighting #14 - 20 I. 1 20 - #12 Recepticles 14 20 bathroom GFI #12 - 20 1 1 20 #12 *Coptic as 21 22 General Lighting #14 20 1 - 1 20 ` #12 Re#eptclas 23 24 General Lighting 814 - 20 1 1 20 #12 Recoptnalas 26 26 General Lighting 414 - 20 1 1 20 - #12 bathroom Gri 31 28 General Lighting #14 - 20 1 1 20 - #12 Receptcles 24 30 General Lighting #14 - 20 1 1 20 - #12 Recepticles 31 32. General Lighting 014 - 20 1 I 20 #12 aceptie as 33 34 .General Lighting #H 20 I 1 20 #12 Recepticlea $6 3L spare 1 20 - '.. #12 Recepticlea 31 38 spare spare 39 40 spare spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) .General ,Lighting (3, watts, sq. ftJ , , .... ..... .. . Smell Appliance .Circult(s) .. . . Range , . , Range. Hood Refrigerator ....... . . . . Dish Washer Qlsposal .. . ......... . . ...... Clothes Washer ....... ....... , ; , , , , , Garage, Door Opener ..... 2340 3 3A 12 2 11500 3,000 1 12000 12,000 1 1100 1.100 1 1200 1200 1 1,200 1,200 1 1000 1.000 1 1200 1200 2 BIO BIO Total Watts 35J02 First 10000 Watts *100%' i 110,000 10,000 Remainder 25a82 e40% 1 10 10,012 Electric Heat or A/C 10,000 965% 1 16,500 G'500 Calculated Load Watts 26,612 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 110.E Panel Size Required = 150 Amps to a `CD T a ® fO0m w �� a 7 u q®o Owl Q p U PANEL niB,i Palos DR Load We Dasenptnon sae# e#e# Description Ilhra Load bit Pdaa 2 40 1.0 Its as A/C c"Pr ft, W 1 2 AHU #10 3.5 ka 30' 2 3 4 1 20 #12 Rec ads. 6 Irr. Pump #12 1.8 ko 20 2 1 20 #12 Recepticlea 1 8 1 20 - 012' Recepticlea 9 l0 General Lighting #14 20 1 1 20 - #12 Reeaptialu II 12 General Lighting #14 - 20 1 1 20 012 Raaeptncle, 13 14 General Lighting #14 - 20 1 1 20 012 Recepticleo W IL General Lighting #14. - 20 1 1 20 812 Racepticlas 11 to General Lighting #14 - 20 1 : 1 20 - #12 Whirlpool Tub 19 20 General Lighting #14 - 20 1 1 20 #12 Whirlpool Tub Heater 21 22 General Lighting #14 20 1 2 10 12.0 ka (3)83 Pod Sub -Panel 23 24 General Lighting #14 - 20 1 26 24 General Lighting 814 - 20 1 spare 21 28 bathroom GFI #12 - 20 1 spare 29 30 spare PANEL "B" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watte) .General ,Lighting (3. watts sq.. ftJ Small. Appliance .Circuit(s) . . . . . . .... . . . . Water, Pump ................ irrlgation, Pump, , ..... , . ................ .Whirlpool. bathtub ,Whlripaol. Bathtub, with Heater 50. Amp. sub -Panel .. , ... .. . , . . . . . , . . .. .... 1012 3 3.031, 2 1,500 3,000 1 1.800 1800 1 11800 1.800 1 1.440 1.440 1 1920 1920 1 12 000 12,000 Total Watts 24.99E First 10000 Watts e100% I 10,000 10,000 Remainder 14,996 040% I O 51998 Electric Heat or A/C 10,000 $45% i G,500 6.500 Calculated Load Watts 22,498 240 Calculated Wattage Divided bg Voltage = .Voltage Total Amps di Panel Size Required = 150 Amps . (L rU_ LL O Q._ C -- w OD ((1 a < 4) a) Lin, w ip C 0 (`I (V V C %) OD OD E (L Q tio ro no C4 N - I to to cv cv v +� r r elan u T x '�tt~� I w M 9ft Sheet OF Comm 4 19-82 ) BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE i_..! CERTIFICATION, TYP. -_ )'CENTER OF GRAVITY I M' ASSUMED TO ACT AT THE 1 - GEOMETRICCENTEROFTHE I .SEE pES1GN _ MECHANICAL UNIT. - --- I tCENTER OF .^' SCHEDULE FOR MECHANICAL UNIT MUSE BE GRAVItt �—•--" —' SQUARE OR RECTANGULAR, I MAXIMUM SURFACE AREA AND DESIGN NO IRREGULAR SHAPES. - PRESSURE, TYP. .-- o i E{ SEE DETAIL 1/3 CLIPS. 1 _ _ _ I e J�.✓ ' 1,2 FOR CUP INFORMATION, 3 ttP. i— 8- _ _ _ ZCIi i PORCH - COVERED G .. -3 MAR I aG 37YP ^' I �-1 T 4 i \ I 7 M 2' TYP. Q /a( G�D oM �/ I'� HOST' STRUCTURE DESIGN / `� 1 D R O O M By OTHERS. SEE DESIGN- I I O gg SCHEDULES FOR - V3" I<D �MALLOWABLE SUBSTRATES 3 MMECHANICAL UNITttPi TIE -DOWN ISOMETRIC I —CLIP ANDISOMETRICER W]LL VA0.Y PERy�ION TYPES CI-C4 ON SHEET 2 I I _ T 1 �( ,� ) ( I o V 10 AODF-TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN FIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWINGCRITERIA- • Vint-L7014Nt, ERPOSURE W • *r TALL x 4W DEEP x 49' WIDE, 100 LB (WEIGHT AS VERIFIED 0Y OTIIE-RS) • INSTALLADTO 3000 PSI MIN CONCRETE WITH (i)-P CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) red P4 i Ili/ i I 1 200 IOXI 0 Jul— I-- s ra SX pe `'I , xb I Dkild -- F� I� 11 LIE 4,7( C 5 � L B� SII 19 GARI64GE Iewn I %c r171 I z",v ►� i Iv CIO o",]�E.y, / I q .,-4t- LI(I Bit WID Olt eta l GREAT ROOM Iy'1 , coil I> r iff I0X I u 1 SIVA i n II I II ,� ppII it I ,<� E.DROOM9 it 01 13D ioxlt? FOYER S 6XIV ba ,FILE t'ZAI DINING PAN �- Ra-� I II t I iI II II 1I COVERED PORCH I1 F r Ism 1 qii Irl — V EIU1' k j`Q_f rA/ 4VO i 4z) V vnr, )cocW Nutone Bathroom Exhaust Fans EF##1 = 50 CFM EF##3 = 80 CFM fY'(4 R ' 0NO A/c -*,I sTO HIM M It L RY 4 T �t i I s,� &—A) I I ' t,I.I I (� GAR AGE i Mew AC-1 CARRIER 2 TON C.U. - CH16NBO240OG A. H. U. - FB4CNP025L HEAT - 05 KW COOLING CAP. - 23,000 HEAT CAP. - 22,800 ELECT - 208-230-1 BRKR CU- 25 AHU-30 REF. LINES - 3/4 & 3/8 S.E.E.R. -16.00 HSPF - 9.00 AC-2 3.5 TON C.U. - CH14NBO420OG A. H.U. - FB4CNP048L HEAT - 05 KW COOLING CAP. - 40,500 HEAT CAP. - 41,00 ELECT - 208-230-1 BRKR CU- 40 AHU-30 REF. LINES -7,/8 & 3/8 S. E. E. R. -14.00 HSPF - &50 �VERR.t 4* d AIR CONDITIONING MECHAN I CAL, Inc. CAC1817665 General Notes 1643 DONNA ROAD WPB, FL. 33409 5 6 1 — 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 7 7 __I�cagld O(bp yoh ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. \ ) li ft=rar` I I Residence For: I Mr. Mrs. Daniels I ------ Johnston Rd. , Et Pierce