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HomeMy WebLinkAboutBuilding Plans m Z vZQZZ i FND DNR MON. 'R-65" N. 1,Ill,681.87 e D ' E. 740,101.42 v 69 / 0 o 000 " 091,46j / A o N o 0 0 0 9 5/ LLI j z z � N a�fto war a7y R \ SET IR "NO ID" a S/TE 3 \ 16304225" �cLLJ 0 \'L MIIM"9I4 LW � d rn \ N L OCA TION MAP oLo \ NOT TO SCALE � z o Lli IN U NTH -- < GRAPHIC SCALE • z w , �z`o o 10 20 ao eo U n Nam, 0AJNL z �lj � � � TJ\ N \ I _j 0 (OD IN FEET ) � r 1 inch = 20 ft. z 0 o Q Cn \ \ J J LL \ u < O \ \ O TYPICAL W W LL ON O LEGEND NOTES z O z EL. 53 A/C - AIR CONDITIONER LOW. - LOWEST � � � 0 L - ARC LENGTH M.H. - MANHOLE > W k- N \ \ MEAS-MEASURED > W ,SEASONAL HIGH WA TER O ALUM. - ALUMINUM MON. - MONUMENT z z < LINE \ \ �\ BLDG. BUILDING N/T - NAIL & TAB o � J \ \ -VA - BLK. - BLOCK NO. - NUMBER W z < < p -NN C & G - CURB AND GUTTER O.E. - OVERHEAD ELECTRIC W W U Lo O < C.8. - CATCH BASIN O/L - ON LINE 0 W O O O C.M.P.-COf��UGATED METAL PIPE O/S - BUILDING OFFSET I > m O � C.O. - CL€ANOUT O.R.B. - OFFICIAL RECORD BOOK — �\ A TLANTIC CALC. - CkCULATED P.B. - PLAT BOOK �CATV.-CABLE TELEVISION RISER < z S23°46/OlJ/L N' O OCEAN �\ CBS-CONCR P.C. - POINT OF CURVATURE W U _ 0 LTE BLOCK & STUCCO P.C.P.-PERMANENT CONTROL POINT p = 16°�3'OL} \ N• 1110885.49 7.56' OZ � � COR- C�NERETE P.I.- POINT POINT OF BEGINNING ECTION � I� W 6/ P.O.C.- POINT OF COMMENCEMENT i o o E. 740580.79 \ _ 1' \ D E C DRAINAGE EASEMENT P.P. - POWER POLE E.O.P. - EDGE OF PAVEMENT PROP. - PROPOSED \ / P.T. - POINT OF TANGENCY OU LINT OVE NM T L T 2) `� E.O.W. - EDGE OF WATER Q D / \ �A ELEC. - ELECTRIC R - RADIUS ( RTH lNF VE /V/ L0 ELEV. - ELEVATION U v \ N o Cn ESMT. - EASEMENT R.R. - RAILROAD RES. - RESIDENTIAL O_ w C- R/W RIGHT-OF-WAY 'o �\ EXIST. - EXISTING o o o c \ F.H. FIRE HYDRANT RGE. - RANGE 524°27'05'L- FIN. -LFLOPIDA POWER & LIGHT S.B.T.- SOUTHERN BELL TELEPHONE \/ NISHED SAN. - SANITARY FLR. - FLOOR TION 32.44/ SQ. FT. - SQUARE FEET s \ \ \ G VD - GAS VALVE s ° �) PIPE T.O.B. - TOP OF BANK IRON ROD & CAP TWP. - TOWNSHIP 1 �s• I.P. - IRO T.V. - TELEVISION f \ \ I.R./CAP e INT - INTCOcECTION U.E. - UTILITY EASEMENT �s. INV. - IN�,�T W.M. - WATER METER �• -- DELTA (CEv'RAL ANGLE) o !" `ems, \ L.P. - LIGHT POLE ` N.• 1110849.04 \ CHATT.-CHVATTAHOOCHEE I ALUM- ALUMINUM 6� O \ 1 34\ \ O A% E.- 74059727 L.W.D.D.-AKE WOERDHSTRICT O \ o N \ \ I �• o o / \ P.R.M.-PERMANENT R DISTRICT SET 5/B" IR/CAP LB 3591 WNUMENT DENOTES PROPOSED ELEVATION j6 GP ZN S9. • RAC DIRECTION OF FLOW 6 0 > Rs 6s, FNO I p 12 3 0 \� o o\`� N � \ g 6 N, REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED af OT NT) 1 N \ O m HIGH WA TER L lNE WITH AN EMBOSSEV SURVEYOR'S SEAL. f f s wPGA �s o o N �I o 0 0 I�5 7 N \ o = MEAN 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS-OF-WAY, Z + \ m EL TION = 0.52 FEET N.A. V.D. 1988 s % N o \ 4 \o ApRIL 2003 AS SHOWN ON THE PLA T OF EASEMENTS, OWNS�gSHIP, OR OTHER INSTRUMENTS OF RECORD. r -s. N = �" o z w "�/ TERSONG PUD PLAT No. l" �• BEARINGS SHOWN �-IEREON ARE RELA TI VE TO THE RECORD PLA T BASED I— 0 W N rn Sti ' �% \9, �-9 3_ \ °�•. PB 42, PAGE 34 5T. L UCIE COUNT Y RECORDS ON THE NORTH LINE OF L 0 T 70, BEARING, N65OV36'E ? 0.I5 Q6 O �p�' o \ \�� 4. THE LAND DESCRIPTION HEREON IS IN ACCORD WITH THE —j Q J .0 s 12 0 0 '� .60 �, ti 3 �' m INSTRUMENT OF RECORD. C - O pE o_ o N \ � 5. BENCHMARK ORIGIN.- PROVIDED BY THE ST. LUCIE COUNTY SURVEYING ry INO Ip o ��3F �� p0 6g - VT\ v- o \,\ o TfN �`p�- DEPARTMENT. BENCHMARK IS DNR CONCRETE MONUMENT #9477A-15, 0 W \ /GP 31 �� w I— Q F— ,- � ELEVATION = 10.223} o . s W o FNOIj 0 3p5?� N� f N �I LO 70 ��- \ s o o� C ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN ? � � Q o \ q0 VERTICAL DATUM OF 1988. THE CONVERSION FROM N.A. V.D. 1988 TO n- N.G. V.D. 1929 /S +4 50 (N.G. V.D. 1929 - N.A.V.D. 1988 = 1.50) _ w R ME h0 2 ;�,EO 5 �ti o _ o - NrAN HIGH WA TER LINE Ca �pTE 550 17m PRT10 15 Q/ w o o "j F D DN MON. R-66 8. FLOOD ZONE. AE (EL. 8-N.G. V.D. PER F.E.M.A COMMUNITY PANEL 3 3• w ti0• h � -\ I,II .776. I N. a 4.80' t� O .s M CD E 6 w N N o �, m - 740. 07. E \v Ei_EVA TION = 0.52 FEET N.A. V.D. 1988 ), Z 4,4\ �< f G TRY 5JO V 0') 3'1� o o �' Q5' - \ \ AS LOCA TED ON NOVEMBER 151h, 2005 NO.: 120285 0/94 G, DA TE. NOVEMBER 4, 1992. — `� EN 33 0 132'0 RREO ) ) = - o NO 1051 _ 9 m 9. THIS MEAN HIGH PPA TER LINE SURVEY COMPLIES WITH CHAPTER 177, _ \ a, �15.00 - \ oPo�N,B�F�O�R P V 6ER) o_ 56• O R/GpPIp��7 93 c� s 0 21 4 ��. PART ll, FLORIDA STA TUTUES. V) �� \ ? JPTI UNp OoWMEM I Op �•0p I q3 6�, �. 7 N- R /0. THE SUBJECT PROPERTY LIES WITHIN SECTION 32, TOWNSHIP 35 W Z o\ (�Ro i�Jul' M o.0 7 s IZ FN 1`_ / 7 ���� SOUTH, RANGE 4/ EAST Q Z 1 Wp 67 JPTIO RUG o �6 E' a I. ESE 5T 11 - �` \N ll. PROPERTY OWNER: GO-JO INVESTMENTS, LLC. W \ I y6' s s' zl' NO EROSION CONTROL LINE EXISTS A T THIS TIME. MA Y 251h, 2005. Q op rn\ N 0/ ��,, (FIR`' So f o C� O �� ON o �3� \ 13. GLOBAL POSITIONING SYSTEM WAS NOT USED AS PART OF THIS N Z\ �� •o N I�, W 0. �Ev15' S65 3� f SURVEY. o�\ O 10.21c \�o gOX ;� 71 6p 14 OF EXISTING EGETA TION. VEGETA TION OBSERVED. UPOLAND SITE DEVOID 9 43 ✓ R G 11 ha h 1 m o\ ��\ 0/ ELEGTRI �0 A256 f LO AGt-zPNT) \N �. o DESCRIPTION: GP 0 \ - L 0 T 70, WA TERSONG P.U.D. PLAT N0. ONE, ACCORDING TO THE PLAT DATE 5/25/04 rn Cl) o'D' '�_ gip' o- \ IR/ 23.9 5 \ o o QA 15 c FNO I I IO?322 3 5^ THEREOF, AS RECORDED IN PLA T BOOK 42, PAGE 34 OF THE PUBL IC _ \ r \� �\ mz ,. N RECORDS OF ST. LUCIE COUNTY, FLORIDA. DRAWN BY BJF W O D� c yea -� \ E• ! SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. F.B./ PG. N/A CONTAINING 5,080 SQUARE FEET, 0.1166 ACRES, MORE OR LESS. SCALE I =20 460A SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVA TIONS, COVENANTS AND \N f 6i Rifiki 1`IFCCX//O/VF RECORD. \N -A I HEREBY CERTIFY THA T THE A TTACHED BOUNDARY AND MEAN HIGH WA TER LINE SURVEY OF THE HEREON DESCRIBED PROPERTY 1S TRUE AND CORRECT �N_ \ 70 THE BEST OF MY KNOWLEDGE AND BELIEF AS PREPARED UNDER BY DIRECTION ON MAY 25, 2004. I FURTHER CERTIFY THAT THIS BOUNDARY AND \m MEAN HIGH WAFER LINE SURVEY MEETS THE MIN/MUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 6IG17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MA PPE SUANT TO FLORIDA STATUTES 472.027. ! N89°48 26'E 191.17' - SOt' LINE WA TERSONG P.U.D. FIL C - - -- - JE FRE WA R, P.L.S. PLAT N0. ONE R_ LI SUR YOR #5302 IP,B. 42, PAGE 34) I E S TE OF FLORIDA JOB # 4657 7 LB�9I SHT.NO. 1 i M.H.W. FILE NO. 3758 OF 1 SHEETS per � N � � m zest 6 p FND DNR MON. R-65" N.• 1,111,681.87 E.00' / • 740,101.42 o O h O N 69` \ A o .5g'�6/ S/X Q \ SET IR "NO ID" 1634225" \ Lo L OCA TION MAP �,- NO T TO SCALE 0 � `L UWWWW ul 167735" to Lu� t L•u 0 Li � ti Fr � _ Z 2Q Q Q �L > w \ \ O; CO O C1 0 w -� NORTH ly- � � jjJ �o < `!' \ GRAPHIC SCALE z - \ 20 0 10 20 40 80 U ~ 5 "o �Z ( IN FEET ) (r C) O < N-'` N \ 1 inch = 20 ft. uJ Q o < v0\ o _1 CY Lt_ 00 r\ W 0 � � � V_. W _ z O\ LEGEND TYPICNOTES = O \ \ O A/C - AIR CONDITIONER LOW. (� 0, - LOWEST W I_ p L - ARC LENGTH M.H. - MANHOLE EL. 5.3 h1 ALUMASPH. - ALUMINUM- ASPHALT MON.-MEASURED z W < MN. - MONUMENT 2: cl!� I \ \ SEASONAL HIGH WA TER \ O BLDG. BUILDING NIT - NAIL & TAB 0 < Z - BLK.K. - BLOCK N0. - NUMBER 7- < U m C & G - CURB AND GUTTER O.E. - OVERHEAD ELECTRIC W p v LINE - \ \_ C.B. - CATCH E3ASIN O/L - ON LINE f \ \ � CALC.-C CALCULATE[ METAL PIPE _� Q m p PBS - PLAT BOOKNG �jJ � O C.O. - CLEAN013T O.R.B. - OFFICIAL RECORD BOOK I I ' � z A wA/]�/► _\ CATV.-CABLE TILEVISION RISER P•C• POINT OF CURVATURE w U p c 'LA 77 �- CON-. - CONCRETE P.C.P.-PERMANENT CONTROL POINT � � S23 46��U"L lV O CBS-CONCRETE BLOCK & STUCCO P 0.6. - POINT OF BEGINNING O a./ \ OCEAN COR. - CORNER P•0, POINT N INTERSECTION I r O Z P.O.C.- POINT OF COMMENCEMENT J N. 11'0885.49 7.56 Z m '� COV. COVERED\ p p - POWER POLE m }s- O.E. - DRAINAGE EASEMENT PROP. - PROPOSED E�3 \ • 7•10580.79 E.O.P. - EDGE OF PAVEMENT P.T. - POINT OF TANGENCY ��• �°/ \ 9 �o \ G \ E.O.W. - EDGE OF WATER N \\f 0U LINE O NM T L T 2) A / < ELEC. - ELECTRIC R - RADIUS CO m ELEV. - ELEVATION � >: . R/W - RIGHT-OF-WAY `� ESMT. - EASEMENT 9/ EXIST. - EXISTING w �,` � RES. - RESIDENTIAL RTH lNE VE T LO ¢Y o \� \ S.B.T.- SOUTHERN BELL TELEPHONE 5 \ "rF \ F.H. - FIRE HYDRANT RGE. - RANGE F_P.L.-FLORIDA POWER & LIGHT _ \ m rn o e , „ FIN. - FINISHED SEC - SECTION � SAN. SANITARY N` � FLR. - FLOOR SQ. FT. - SQUARE FEET S24 27 05 E `� FND. - FOUND _ M„ G.V. - GATE VALVE TA:B_ TELOEVISIONBANK �11.0 32.44 PIPt n U EP - TOWNSHIP „h/ 9 s o \ � \ \ I.R./CAPON IROA•Y ROD & CAP f Z. - INTERSECTION s o• \\� �s• W.M. - WATER METER INV. - INVERT � r ALUM-D ALUMINUM (CENTRAL. ANGLE) L.P. - LIGHT POLE m s- CHATT.-CHATTAH001.,4L_E L.W.D.D.-LAKE WORTH 1 h o 36a , o .o N. 1110849.04 DRAINAGE DISTRICT O SET 5/8" IR/CAP LB 3591 h o I P.R.M.-PERMANENT REFRENCE DENOTES PROPOSED ELEVATIONE 74059727 MONUMENT � o y :o o�s. \ I o o� / \ �/DIRECTION OF FLOW R m \6 0 C P o o `s A{I A o O U o � s FNo IR 82 3 0 � o p w s�. , > N 40 ?e. / o .z NO TES: a o- ` \ m 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH TH 6g \ \o v\m_ AN EMBOSSED SURVEYOR'S SEAL. Z (V) 1 �a �� o N ' \ ti o m� _ MEAN HIGH WA TER LINE 0 I �' m ELEVATION = 0.52 FEET N.A. V.D. 1988 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS-OF--WAY, LwPGpN ,rye 1150 3 AS SHOWN ON THE PLAT OF EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. �-- C.� (LJ - ; \ \o APRIL 20d J. BEARINGS SHOWN HEREON ARE RELA TI VE TO THE RECORD PLA T BASED Z Z �. o N "WA TERSONG PUD PLA T No. 1" q o N N o \ \O o_ ON THE NORTH LINE OF LOT 70, BEARING, N65 31'36"E. - ti o g 3' PB 42, PAGE 34 ST LUCIE COUNTY RECORDS --� ! 0 hh /5 N Jo. s h \o o ' `� \m- 4. THE "LAND DE 170N" HEREON IS IN ACCORD WITH THE • 5 \ /NS7RUMENT OF RECORD. r. LiJ ,. 5,� ��6 60 N ry ao• \ 5. BENCHMARK ORIGIN: PROVIDED BY THE ST. LUCIE COUNTY SURVEYING Q ID - o o �o �; DEPARTMENT. BENCHMARK IS DNR CONCRETE MONUMENT #9477A-15, \ Np i'36 aD \ q o \� o `�; ELEVA TION - 10.223 \ _ IR/G 60 31 65 3 0'o Z o �\ 6. ELEVATIONS SHOWN HEREON ARE RELA 77VE TO THE NORTH AMERICAN (L "'� Z s\ 0 01 �� N o 4 LO 70 �� �`' �• o \ �3. VER TICAL DA TUM OF 1988. THE CONVERSION FROM N.A. V.D. 1988 TO N 1 5 '� 0 0 = ill R (2) 6�' o } �,- o a � N.G. V.D. 1929 IS *1.50 (N.G, V.D. 1929 - N.A. V.D. 1988 = 1.50 0 \ ME E 22• p5E0 o I 0�5 h� h o - F D D MON. "R-6 " ` Z '-' 1�P�R f 54 0 RpP �0 1 � Q "\ - -� F 0D 51 N �� \ MEAN HIGH WATER LINE 8. FL ODD ZONE' 'AE" (EL. 8'-N.G. V.D. PER F.E.M.A) COMMUNITY PANEL c� o 0 35 3.2 P PP 40 h \3 ELE�;477ON = 0.52 FEET N.A. V.D. 1988 NO.: 120285 0194 G; DATE. NOVEMBER 4, 1992. _ 4.� \ �/ pd 0 1 S a, h6 \" p �- 740, 07.8 E �. ! AS L)CA TFD ON NO(/EMBER 15th, 2005 9. THIS MEAN HIGH WA TER LINE SURVEY COMPLIES WITH CHAPTER 177, S RAY 3 No Np 1D51 - m �- � PART A FLORIDA STA TUTUES. Z _ o 132. p 5� 00 P 9�6 3 c� 1 �'. a, 15 p0 \ BpPR , 85 g8 �,, � .00IR/G 10�1 9 s4 6R �, � 10. THE SUBJECT PROPERTY LIES WITHIN SECTION 32, TOWNSHIP 35 w c� 3. \ 35' FARM �'R �•DD 127Fh1� N ti`� SOUTH, RANGE 41 EAST. o N 15 flo. FL PGE) M5) 012 _.ss. E' 1' ��� _ 11. PROPERTY OWNER: GO-JO INVESTMENTS, LLC, p L (GO' F R \a. �-/ ' 12. NO EROSION CONTROL LINE EXISTS A T THIS TIME. MA Y 25th, 2005. (TpP Ogo \S' o ,2 13. GLOBAL POSITIONING SYSTEM WAS NOT USED AS PART OF THIS 5 / ,36 W \ SURVEY. E�51pN y' � TEL S6 'f o 6;• EGETA TION. VED. UPDLAND Sl TE DEVOID OF 14 G DUNE VEGETA 770N OBSER -A S \ 0�5 RIS TRIG 6 g6� y� �t 1) ^hry N ji DE.SCROPnON: 42 f L �AGpN DATE 5 25 04 `r L 0 T 70, WA TERSONG P.U.D. PLA T NO. ONE, ACCORDING TO THE PLA T THE90 �'o\ o w� ''15 00 0_ FLID IR O��Z 35 / RECROROS OF ST.EOF, AS GOR,DED CIE COUNIN TY, FLORIDA. B�ORlDAOK 2, PAGE 34 OF THE PUBLIC DRAWN BY BJF s,_ < � �, Z \ N' 114p32 \`� F.B. PG. N/A 4.6g c \ E h� � \ � hb SAID LANDS S/TUA TE /N ST. LUCIE COUNTY, FLORIDA. f h� CONTAINING 5,080 SQUARE FEET, 0.1166 ACRES, MORE OR LESS. SCALE 1'�=20' SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVA TIONS, � COVENANTS AND �N R/GH IS-OF-WAY OF RECORD. C)N_ CER77nCA 770N.• I HEREB Y CER TIFY THA T THE A TTACHED BOUNDAR Y AND MEAN HIGH WA TER k LINE SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT \ .� TO THE BEST OF MY KNOWLEDGE AND BELIEF AS PREPARED UNDER o h'- DLRECTION ON MA Y 25, 2004. I FURTHER CERTIFY THA T THIS BOUNDARY AND \� \ MEAN HIGH WA TER LINE SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET F0_R7H IN CHAPTER 61G17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STA TOTES 4 72.027. N89 48'26"E 191. 17' SOUTH LINE WA TERSONG P.U.D. �'- -`= E� '-- JOB # 4657 PLAT NO. ONE J Y WAGNER, P14.S. (P.B. 42, PAGE 34) R ,G LAN SURVEYOR 530, SHT.NO. A TE OF FLORIDA L3#3591 M.H.W. FILE NO. 3758 OF 1 SHEETS 1 2 3 4 L 5 6 7 8 9 10 11 12 13 14 15 16 Lv � a- w � � M W - O Z C N W PURUCK R & MARRANO o w Z c� cn 0 CUSTOM( HOMES z mzLd v cn z w (n 0 U z Qom U KRUSE RESIDENCE M SITE 70 WATERSONG, ST. RUC E COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS ABRFVIATIONS SYMBOLS K.0. KNOCK OUT 2 DETAIL NUMBER � MASONRY NOTES: THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ABV. ABOVE DETAIL REFERENCE L THE CONTR/,CTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ACOUS. ACOUSTICAL LAM. LAMINATE '4'2 SKEET NUMBER z W't AC. AIR CONDITIONING FOR LOAD BEARING CO�!CRETE MASONRY ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN LAV. LAVATORY o z_ z �"�� NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD ADJ. ADJUSTABLE LB. LABLE - W En"' THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, AFF ABOVE FINISH FLOOR 3 ELEVATION NUMBER �- z w ;�N ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY LH LEFT HAND ELEVATION REFERENCE Ai a Q � r=_� AHU AIR HANDLING UNIT LTG LIGHTING SHEET NUMBER SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND UNITS & A MINIMUM TYPE M SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED ALUM. ALUMINUM LOC. LOCATION d Z �Q=� NATIONAL BJILDING CODES AND ORDINANCES. WIND LOADS CALCULATED REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR ALT. ALTERNATE L.W. LIGHT WEIGHT Q oWm� o PER ASCE 7-98, FOR WIND LOAD OF 140MPH, EXPOSURE D REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL ANOD. ANODIZED ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO ANN. ANNUNCIATOR M.O. MASONRY OPENING 4 SECTIONNUMBER cnow-- AP ACCESS PANEL MFTR. MANUFACTURER SECTION REFERENCE as SHEET NUMBER In fr N}ox W W no=a THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL HAS BEEN LAYED UP SUCH TH;T THE CONCRETE IS INTERLOCKED WITH THE MASONRY. CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE APPROX. APPROXIM TE MAS. MASONRY NmaL� NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. ARCH. ARCHITECTURAL) MAT. MATERIAL ROOM REFERENCE 102 c' ° z K 0 ROOM NUMBER SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- © AT MAX. MAXIMUM Q IN CONNECT ON WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FIRESTOPS BD. BOARD MECH. MECHANICAL J FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE MTL. METAL DOOR REFERENCE O DOOR NUMBER a -- BF BOTH FACES MIN. MINIMUM RESPONSIBILITY OF THE CONTRACTOR. BLDG. BUILDING PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS PROVIDE FIRESTOPS PER SEC. 502.12 F.R.C. 2004 BLK.K. BLOCK MISC. MISCELLANEOUS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON BLKG. BLOCKING MTD. MOUNTED WINDOW REFERENCE O WINDOW NUMBER THE CONTRF,CTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND BM. BEAM MUL. MULLION FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED BOT. BOTTOM N.I.C. NOT IN CONTRACT PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY SPACE IS NOT OVER EIGHT FEET. B/O BOTTOM OF N.T.S. NOT TO SCALE NOTE REFERENCE O REFERENCE NUMBER z CONNECTION. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT N0. NUMBER of NOT GREATER THAN 150 FEET O.C. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CAB. CABINET W ,J ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH CPT. CASTEIRON O.C. ON CENTER REVISION REFERENCE REVISED 00/00/00 z O.D. OUTSIDE DIAMETER VARIOUS EL[kNTS OF THE WORKING DRAWINGS AND SPECIFICATIONS CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT CK. CAULK 0.F.C.I. OWNER FURNISH . Of PLACEMENT OF ALL REINFORCEMENT. RUN OF STAIRS. C-C CENTER TO CENTER CONTRACTOR INSTALL SHALL BE BOUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CODE INFORMATION ° VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CEM. CEMENT � PROCEEDING WITH THE WORK. SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED CASE OF APPROVED METAL CHIMNEY INSULATION. CER. CERAMIC OH. OVERHEAD A MINIMUM OF 30 BAR DIAMETERS. CT CERAMIC TILE OPNG. OPENING � DO NOT SCiiLE DRAWINGS FOR DIMENSIONS 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD CLG. CEILING OPP. OPPOSITE FLORIDA BUILDING CODE, EDITION 2004 AND FL. RESIDENTIAL CODE 2004` CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. OF FIRE. z CENTER LINE PL. PLATE NATIONAL ELECTRICAL CODE - APPLICABLE EDITION THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 6. CONCEALED ATTIC SPACES SHALL BE AS PER F.B.C. SUB-SECTION 2305.2.3 CLR. CLEAR PLAS. PLASTER AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION FOUNDATION NOTES CENT CL. CLOSET PLYWD. PLYWOOD RED IN THE WALL. 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES PLAM. PLASTIC LAMINATED OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. IN THICKNESS. C CONTROL JOINT CONSTRUCTION TYPE : TYPE V, UNPROTECTED, UNSPRINKLED FOUNDATION SHALL BEAR ON CLEAN SAND FILL COMPACTED TO COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. CMU CONCRETE MASONRY PR. PAIR UNIT PRCST. F& SiTER SQUARE FOOT ACHIEVE A EEARING VALUE OF 2,500 P.S.F. - PROVIDE P.S.F. NAILING SCHEDULE CONST. CONSTRUCTION POUNDS PER SQUARE INCH COMPACTION TEST TO BUILDING DEPARTMENT INDICATING MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2103 FOR ENGINEERED P.S.I. BUILDING DE5INGED AS: ENCLOSED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - f'm PSI 1500 FOR MASONRY - CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED BEARING VALUE SPECIFIED. DO NOT PROCEED W/ THE WORK COL. COLUMN PNL. PANEL BUILDING HEIGHT: LESS THAN 60'-0" (- UNTIL THE SPECIFIED BEARING VALUE HAS BEEN ACHIEVED 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING COMB. COMBINATION ENGINEER OR HIS DESIGNA(Eu REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, CONC. CONCRETE i MEAN ROOF HEIGHT: 31'-81, �J MASONRY UNIT IN ACCORDANCE �u;TH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. CONN. CONNECTION RAD. RADIUS BUILDING EXPOSURE: W TOP OF TYPI,'AL FLOOR SLAB (+0'-0") SHALL BE A MIN. IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 CONT. CONTINUOUS RADN RADIATOR, RADIATION i- DI = RANDOMLY CHOSEN UNITS i EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CONTR. CONTRA t�TOR R. RISER ! WINO PRESSURE SPEED: ASCE CHAPTER 1. 140 MPH (� OF 18" AB01 E CROWN OF ROAD OR ABOVE FLOOD CRITERIA. FREQUENCY AS REQUIRED 10 EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND ROOF SHEATHING NOTES: CTSK. COUNTERSUNK REINF. REINFORCE ++ (3 - SEC. GUST)FOR ENCLOSED BUILDING G INTERSECTIONS. SEE DETAI':.:: FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS CFL. COUNTERFLASHING REVS. REVERSED -i SOILS SHALL'BE TREATED FOR TERMITES PRIOR TO PROVIDE LADDER TYPE JOINT EWFORCEMENT EVERY 2ND COURSE CPS. COURSE RH. RIGHT HAND TOP CHORD LIVE LOAD: ALL ROOF SHEATHING TO BE 5 8" THICK CDX PLYWOOD SHEATHING. 20 LB. P5F PLACEMENT )F CONCRETE. MATERIALS AND INSTALLATION / REQD. REQUIRED W VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. RM. ROOM ROOF I TOP CHORD DEAD LOAD: 16 LB. PSF MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER DP. DAMPRO(IFING C) PROVIDE 2 YEARS RE-TREATMENT WARRANTY. OVER TWO OR MORE SPANS. DECOR. DECORATIVE R.O. ROUGH OPENING � BOTTOM CHORD LIVE LOAD: 10 LB. PSF C) GLASS BLOCK:__ DTL. DETAIL S.C. SOLID CORE BOTTOM CHORD DEAD LOAD: 10 LB. PSF U PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CUPS OR LUMBER BACKING. DIA. DIAMETER SCHD. SCHEDULE CONCRETE Si_ABS AS REQUIRED FOR MECHANICAL EQUIPMENT. ,.,•., DIAL. DIAGONAL_ SEAL. SEALANT FLOOR LIVE LOAD TOTAL N/A VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR ALL GLASS BLOCKS REINFRlll", HAS BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2004 ALLOW 1/8 SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWIS." RECOMMENDED BY DIM. DIMENSION SEC. SECTION FLOOF.; SECTION{ 2110. PANEL MANUFACTURER DIFF. DIFFUSERSERVIC I FLOOR DEAD LOAD TOTAL: N/A DO. DITTO DR. DOOR SHTV SHEET E L IMPORTANCE / USE FACTOR: 1.0 6" THICK 30)0 PSI CONCRETE REINFORECE SLAB WITH GRADE BEAM & PILLING EXPANSION STRIPS TO BE PLACE PER MFR. SPECS PLANTER WATERPROOFING: SHTH. SHEATING "� DBL. DOUBLE MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION F ON 6 MIL VF,FOR BARRIER OVER TERMITE TREATED D.F. DOUGLAS FIR SIM. SIMILAR O COMPACTED (2500 SF) FILL DN. DOWN S.O. SHUT-OFF BUILDING CATEGORY: APPLY THORO5EAL FOUNDATION COATING WATERPROOFING TO INTERIOR FACE OF 2 FRAMING: PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. D.S. DOWN SPOUT SL. SLIDINGDWG. DRAWING S. SOUTH SHUTTERS: NOT REQUIRED (IMPACTED GLASS) CONCRETE F,OTES: D. DRAIN SPEC. SPECIFICATION SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. 4 TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. INSULATION EA. EACH S.F. SQUARE FOOT IMPACT RES15TANT ASSEMSLY: YES hil CONCRETE S-IALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL E. EAST SST. STAINLESS STEEL COMPONENT d CLADDING: YES lil FRAMING LUMBER FOR HEADERS BEAMS, COLUMNS TRUSS BRACING FASCIA. ETC. ATTIC INSULATION TO BE R-30 EMER. EMERGENCY STD. STANDARD LL- ATTAIN A MI�IMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI, � � � � - w FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE ENG. ENGINEERING STL. STEEL CONTINUE LOADED PATH PROVIDED: YES �+ 'L PINE/FIR (NO. 2 OR BETTER) EL. ELEVATION STOR. STORAGE z DOOR AND WINDOW NOTES: ELEC. ELECTRICAL STIR. STRUCTURAL Q LL E CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER EQ. EQUAL SUS. SUSPENDED AREA TABULATIONEQUIP. EQUIPMENT SW. SWITCH U: LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. CALLLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB Q EST. ESTIMATED) SYM. SYMMETRICAL vV LL- DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM Fb = 2EI25 P.S.I., Fv = 285 P.S.I. & E = 2,000 K SURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS EXH. EXHAUST STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF F.B.C. 2004 , EXP. EXPANSION T. TREAD LJL Y THE CONTRACTOR SHALL BE PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS 004 & F[3C 2006 AMENDMENT EXT. EXTERIOR T.C. TOP OF CURB O CONTROL JOINTS DESIRED OR PREFERRED B EXIST. EXISTING TEL. TELEPHONE W APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER CATEGO - 15 LB. C TEST E.J. EXPANSION JOINT TEMP TEMPERED TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS CATEGORY II - �400 LB. IMPACT TEST THK. fiNE AND GROOVE SHALL BE SECURELY SPIKED TOGETHER. F.O.F. FACE OF f INISH V T&G CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL FIXED GLASS SHALL MEET THE REQUIREMENTS OF THE F.B.C. AND SHALL BE F.O.M. FACE OF MASONRY T8_ TOP & BOTTOM F.O.S. FACE OF STUD TO TOP OF FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST SINGLE PANE. F.H. FIRE HOSE TC TOP OF CURB FIRST LEVEL = 537 5F. D SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 FP. FIREPROOF TW TOP OF WALL SEGOND LEVEL = 1532 5F. VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. FIN. FINISH T.O.C. TOP OF CHIMNEY THIRD LEVEL = 1515 5F. CONCRETE P ZOTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, FLR. FLOOR T.0.FR. TOP OF FRAMING NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER TOTAL UNDER AIR 3584 5F. a FOOTINGS 3 CLR. BOTTOM AND SIDES, 2 CLR. TOP EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20 IN WIDTH, 24 IN FL.G. FLUSHING T8FLE� PAIEW HOLDER �� �� SPECIFICATIONS FOR WOOD CONSTRUCTION. T.O.P. F P FLUR. FLUORESCENT T•P COVERED ENTRY = 59 5F. HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE TYP. TYPICAL WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY FT. FOOT/FEET COVERED PATIO = 69-I 5F. CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS THE FINISH FLOOR AS REQUIRE BY THE F.B.C. SECTION 1005. SUB.SECT. (1005.4.3, 1005.4.4) FTG. FOOTING UL. UNDERWRITERS LABORATORY SLABS 3/4" CLR. COMMITTEE. U.O.N. UNLESS OTHERWISE NOTED 2nd FLR BALCONY = 355 5F. ECaddFile HURRICANE SHUTTERS: GA. GAUGE UTIL. UTILITY 3rd FLR BALCONY = M 5F. C PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, GALV. GALVANIZED BEAMS 1-1/2" CLR TO STIRRUPS GB GRAB BAR VB. VAPRO BARRIER GARAGE STORACxE _ �1�(0 5F. WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE IN THE EVENT THAT IMPACTED DOORS ARE NOT INSTALLED. GC. GENERAL CONTRACTOR VNR. VENEER .: PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' GL. GLASS VENT VENTILATION TOTAL UNDER ROOF 5150 5F. COLUMNS 1 -1/2" CLR. TO TIES CONTRACTOR TO PROVIDE HURRICANE SHUTTER PROTECTION AT ALL EXTERIOR OPENINGS. GR. GRADE VERT. VERTICAL ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EXCEPT AT GARAGE AND EGRESS DOORS AS PER CURRENT APPLICABLE CODES. PROVIDE GYP. GYPSUM BOARD W.F. WALL FABRIC ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR PRODUCT APPROVAL CUTS FOR PERMIT AND ARCHITECTS REVIEW. WP. WATERPROOFING ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL DRILLED AFTER PRESSURE TREATMENT. W.C. WATER CLOSET HWD. HARDWOOD W.H. WATER HEATER DATE CONFORM TC TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD FINISH NOTES: HDW. HARDWARE W WITH DRAWING I N ® � \/ PRACTICE FCR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS @ 4" O.C. HGT. HEIGHT /� CONST. DEPT REV. LATEST EDITION". AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER TG. EATING W/0 WITHOUT BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. H.tvl. HOLLOW METAL WD. WOOD PERMIT SET HOR. HORIZONTAL WT. WEIGHT BUILD'G DEPT. RES. ALL CONTINLOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, H.B. HOSE BIBB 13 FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP-SPLICED BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD H.C. HOLLOW CORE All COVER SHEET A5.4 SECTION & DETAILS 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NON-BEARING PARTITIONS: STANDARD BUILDING CODES. H.S. HAND SHOWER SYMBOLS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. HVAC HEATINGL/VENTILATION A2.1 SITE PLAN & DEMOLITION A5.5 DOOR & WINDOW AIR CONDITIONING DETAILS & SCHEDULES CONT. HORIZ' ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF ALL INTERIOR NON-BEARING PARTITIONS SHALL BE 3 5/8„ MTL. OR 2x4 WD. STUDS & AND A3.1 PILLING PLAN INTERSECTING ELEMENTS. AT 24" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. TILE, CARPET FINISH SELECTED BY OWNER. COVER SHEET INCL. INCLUDE ANGLE A6.1 ROOF PLAN IN. INCH © AT A4.1 FLOOR &`SLAB PLAN A6.2 ROOFING PLAN INSUL. INSULATION WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS INT. INTERIOR CENTER LINE A5.1 FRONT & REAR ELEVATIONS Ee 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND WOOD TRUSS NOTES: 0 DIAMETER OR ROUND ASA DETAILS SHEET FOR A DISTANCE OF 30". JB. JUNCTION BOX A5.2 LEFT ELEVATIONS # POUND OR NUMBER AEA ELECTRICAL PLAN "FIBER MIX �,TEALTH MULTI-FILAMENT FIBERS" IS APPROVED FOR SLAB ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED A5.3 RIGHT ELEVATIONS A REINFORCING AT EXTERIOR PATIO/PORCH SLABS. THE SPECIFIED DESIGN LOADS IN ADDITION TO OTHER AE.2 PANEL SCHEDULES VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NOTE: Ld TABULATIONS SITE PLAN 15 FOR LAYOUT PURPOSES ONLY. W 0 .1 COORDINATE WITH 5URVE1' PLAN FOR ACTUAL DIMENSIONS Z LLi z IF ANT DISCREPANCIES NOTIFY ANNAM CORPORATION. Z � w W �0 N FIRST LEVEL = 531 5F. W o N SECOND LEVEL = 1532 5F. c, (D 2! THIRD LEVEL a 1515 5F. F- � z W '' _J m W Vl Q�0 J m TOTAL UNDER AIR 3504 5F. V) � m � z z W V) V) nt.. U Q O L ^o=< COVERED ENTRY = 59 SF. z U maIL COVERED PATIO = 6971 5F. 2nd FLR BALCONY = 355 5F. MEAN ROOF HEIGHT I 3rd FOR BALCONY = 219 SF. _ <_� ORANGE A IENUE z C� M GARAGE $ STORAGE 116 5F. v v o z , TOP OF TIE E+M. �$7 4 I I 6,34 =!42 NAVD) TOTAL UNDER ROOF 5150 5F. (v ANT)Lu z R,a ,o m OG to 'n u- I BEDW MBATH Q � �n �Pp evwoRas � o I H WAY I DESCRIPTION: R TOP OF 3rd FLOOR � -0"NAVD) o z I I ®.2B'-0" =l32ndLEV3'3'-O" LNE . LOT 70, WATERSONG P.U.D. PLAT NO. ONE, ACCORDING TO THE PLAT �Ecrj08 N o '5-- 1 1 °•23'- BI'-m'NAVD' THEREOF, AS RECORDED IN PLAT BOOK 42, PAGE 34 OF THE PUBLIC w»1TE CITY ROAD -- I RECORDS OF ST. LUCIE COUNTY, FLORIDA. P° S/TE L Q L o I e �° z . . mN� T - SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. z W N"' ' o -" HALLWAY LIVIx� I CONTAINING 12,083 SQUARE FEET, 0.2774 ACRES, MORE OR LESS. °� „A ySrA LIM Q Z 104 in n 2nd FOOR PLAN G J Q =^n Q O let LEVEL CL2,LINE, d O<m Q NAVD) O Ins p m SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS AND Ist LEVEL a LINENAV ) ® _ IZ Z 31:z � Q ri e RIGHTS-OF-WAY Of RECORD. N''z Q I LOCATION MAP u NmaL r 6� FOYER AY ALLWA 1= 111 Z MI O=Q 0 K - TOP OF F O O Z - O ®�'_m' _lB�NAVDJ NOT TO SCALE J TOP OF CsARlYaE FLOOR d W °-2,_O, _!i.o NAVD) U Z o �) 3 < " I a Qm fly LL-1 V I V z P NOTE: EL. 5. 3 W Q 00 0 "PILING SHOWN FOR ILLUSTRATIVE PURP05€5 ONLY SEASONAL H C H WATER W > z J i FINE ' o WN I :7 rail 4- H I � I I 6 ' � I j l H m I I I I I I UQ I � � QT 69 , i , i i i i � g kVA CA 5a tv O i 1 C1_ o9 I . I END IR/CAP "NO ID" I j w oho G I �� I N : 1110760. ��1 I I END IR/CAP NO ID I W �9a 00 I- r E N : 1110812. 92 o i v I E: 740305. 7? I E: 740421 . 36 o I � Ln C� _wz W z m � W% TER ME-TAR �r2� g 6 o= J I 0' co 1 I I N: 1110885.49 U� o 0 ' , r� N 6 5°31 '3 6"E 2 7.0 0' I 5 5 1, 6. J 6 I , 302.17' 6 ,0•A' I E: 740580.79 0 00 15 00 r. 2 0. � \ ---- I r1A ",.`"X FERPENGIICULAR D -DISTANCE FROM 1988 GCGL 133'-0 _ I d 5 9 175.17' 2 j F Ln ---- zo Q , U 6, Q � � zOil (� I SET BACK LINE ! FF. ELEV. 1 i I I I C) �1 OR S.m NAVD I i I I OJ ,� I M U LiJ I O f U - ------ FF.ELEV. -24" n O `� I� LJJ F- `� N O ZU \/ OR 6.m NAVID I ; $ 5 6 f g I�"1 z ATLANTI E z � I � � @ � � I o WI I �9 �� p � E OCEAN � � � � F . ELEV. -12" i 1 � ., I � N 6 . � 0 1.0 NAVD LOT 70 N O I I I °� w Q `�' "I 10 m u' F.F.ELEV. -24" t. 00 N Q I O OR 6.m n avD .L N17 O c13 � CD L- 1 g / or I � Ia a W i w Uv .►� 56 W 56 56 5� 5.2 . -6? g- 6.2 9 2.2 12 8 �' 175.07' �? �? „� O � �/ r D D ---- ---- 302.06' I E: 740597.27 I� I ro �� N: 1110849.04 1 15. 00' 127. 00' S65°31 '36"W 1 ► a I N N N j CATCH E ASIN CABLE TELEVISION vRI 36 I oRISER i W a FIND IR/CAP "NO ID" N Mop+ DEL EC TRIC BOX `= N 6o I � N : 1110 7 7 6. ,�1 � - o ; I 000 Drawn by: HVN i I� `� E: 740437.93 N N O �u I 03 0 C FN D R/CAP LB 4286 Project No. R N : 1110723.90 Cadd File NO.: I v) 30 �a' ' �' 0a E: 740322.35 , �, 62 d 6.� 6.� g� ��' I ..� „--�'Q I co l '� I/ O 1 z LILJ Li j I DATE I N LOT 7� �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ o ► � � � CONST. DEPT REV. 07-8-06 Ln , (� 0 0 , �� Q o z I. & S. ENG REV. 09-25-06 � �V% C%NT) I IN 52 51 E FIND DNR MON. "R 66" 3� II Q DIM. ERR 01-05-07 PERMIT SET 8 7 1,110,776.51 N 0 z ~ B I � I 61 � / ' 0 = 740507.85 v I I E Qo I I a Qw __J o I � LJQ o 1� 1 .r �� I / ,1 � -'/ ,,/l / \,o• I I Sheet No: A A2.1 A A - 1 SITE PLAN 3/32"=1 0-o" of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 P 2 3 4 5 6 g g 10 11 12 13 14 15 16 1 MATERIALS: w m N — AUOERGAST PILES: a_ W �, �K)r M GENERAL: AUGERGAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT A) PORTLAND CEMENT: PORTLAND GEMENT SHALL GONFORM TO FEDERAL 5PEGIFIGATION5 SS-G-I w L,j - N M m CO m OR GURRENT A5TM STANDARDS DE516NATION G150. z in O �o J"' AUGER INTO A PREDETERMINED PILE DEPTH. HIGH-STRENGTH MORTAR SHALL BE PUMPED WITH c� � Z Li l 0 iml2II x.t I—O" 6 1•711 O.C. BEARING WA 5UFFIGIENT PRESSURE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE w O W w °``r N L L (3) *5 TOP "Z" BAR TYPICAL AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE B•) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY P014IDERED SILIG OU5 MATERIAL WHIGH = t;-M &" CONCRETE SLAB 90 DEGREE NOOK P055E55E5 THE PROPERTY OF COMBINING THE LIME LIBERATED DURING HE PROGE55 OF HYDRAT N z Z �` 3i 0,, . 6" CONCRETE SLA SURROUNDING SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT OF PORTLAND CEMENT. *3 6 12f1 STIRRUP U.N.O_ SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLIGHTING AT ALL TIMES DURING THE J m w Na 1 Ii2" MIN. COVER 0'-0" 1=1NPLOOR SLAB RAISING OF THE AUGER SO THAT THE HIGH-5TRENGTH MORTAR HAS A DI5PLAGING AGTION Z W � '°, v -- REMOVING ANY LOOSE MATERIAL FROM HOLE. TH15 METHOD OF PLAGEMENT SHALL BE USED AT ALL G.) FLUIDIFIER: FLUIDIFIER SHALL BE A GOMPOUND POSSESSING GHARAGTERI5TIG5 WHIGH WILL r avx TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 5UFFIGIENTLY STABLE TO RETAIN ITS INGREA5E THE FLUIDITY OF THE MIXTURE, REDUGE BLEEDING, A5515T IN THE 015PER5AL OF CEMENT Q O � -o a a - - - -� SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. HIGH-5TRENGTH MORTAR: THE GRAINS, AND NEUTRALIZE THE SHRINKAGE OF THE HIGH-STRENGTH CEMENT MORTAR (INTERAID A5 U m MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, MANUFAGTURED BY THE GROUT SUPPLY COMPANY, BREGK5VILLE, OHIO MEETS THESE e - - - - SAND AND WATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR GAPABLE OF SPEGIFIGATION5). OTHER GOMMERGIALLY AVAILABLE ADMIXES SHALL 5HOW PRIOR TEST RESULTS N MAINTAINING THE 5OLID5 IN 5U5PEN51ON WITHOUT APPREGIABLE WATER GAIN, YET WHIGH MAY BE BEFORE APPROVAL. CN Q n A A _ PLACED WITHOUT DIFFICULTY, AND WHIGH WILL LATERALLY PENETRATE AND FILL ANY V0105 IN THE Q o 1VI (3) •ro BOTTOM +�4 12 EW_ FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL D.) WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF 5EWAGE, OIL, D 0 3 g 12" U.N.O. PERGENTAGE OF THE PORTLANC9 GEMENT AT THE PILING GONTRAGTOR5' OPTION. THE MATERIALS ACID ALKALI, SALTS OR ORGANIG MATTER. m a r PILE DOWEL SHALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE W *l PILE DOWEL (3) *5 BOTTOM COMPRESSIVE STRENGTH OF 4,000 PSI AT 2b DAYS. THE MORTAR MIX SHALL BE TESTED BY E) FINE AGGREGATE: SAND SHALL MEET THE REQUIREMENTS OF GURRENT A5TM STANDARDS, m MAKING ONE SET OF 2" GUBE5 FOR EAGH DAY DURING AU6ERGA5T PILES ARE PLAGED. A SET OF DESIGNATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNGOATEO ROCK w iIg11 18" 14" RUC-cERGASt FILING GUBE5 SHALL GON515T OF 2 Gl)BE5 TO BE TESTED AT -7 DAY5, AND 2 GUBE5 TO BE TESTED AT 28 PARTIGLE5 AND FREE FROM INJURIOU5 AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTIGLE Q `'F 151114" AUGERGAST PILING DAYS. TEST CUBES SHALL BE MADE AND TESTED IN AGGORDANGE WITH A5TM GIOa, WITH THE SHALE, ALKALI, ORGANIG MATTER, MICA, AND OTHER DELETERIOUS 5UB5TANGES. IF WASHED, THE 3 EXGEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPAN51ON BY A TOP PLATE. WASHING METHOD SHALL BE SUGH AS WILL NOT REMOVE DE51RABLE FINES, AND THE SAND SHALL 1211 SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL-FREE M015TURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-GRADED FROM FINE TO GOARSE, WITH FINENESS L MODULUS BETWEEN 1.40 AND 5.40. THE FINENESS MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY z m�, LL Q o L 100 OF THE GUMULATIVE PERGENTAGE5 RETAINED ON U.S. STANDARD SIEVE NOS. 1b, 50, 50 AND o c9 w�P u`Vi O 0 100. — Z w 1—Iq z a L4 GRADE BEAM 3 L1 O PILING NOTES ~ z0 � .,t V) D L 1 GRADE 2 MIXING AND PUMPING OF HIGH-STRENGTH GEMENT MORTAR: ONLY APPROVED PUMPING, CONTINUOUS a Q T,¢N 0 " Q y= MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE � a Q o w�� o �,q N.T.S. N.T.S. AT ELEVATOR PAD MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND CD MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE TANK OF SUFFICIENT 51Z 0- z 3 z .•�' C9 v� inowv _J L_ AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL SHALL BE USED BETWEEN THE READY-MIX TRUCK AND THE MORTAR PUMP TO INSURE A � - zFn ox Q SCHEDULE W/ +'11 x 20" (EXTEND 15" INTO GRADE BEAM.) HOMOGENEOUS MIX AND GONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUGH O o z in0T_< � 0AND 405 5ARS W/ "3 HOOPS B 10" O.G.FROM PILE A5 TO PRODUGE A HOMOGENEOUS MORTAR OF THE DESIRED GON515TENGY. IF THERE 15 A LAPSE I o � K REINFORING DETAIL cut OFF ro 15' FEET BELow suRFACE. THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP a U m K 8" (CONCRETE (3) *Yo TOP MARK SIZE(WxD) BOT TOP MIDLE 1*3 TIES DESCRIPTION NO. SHALL BE A POSITIVE DISPLAGEMENT PISTON TYPE PUMP GAPABLE OF DEVELOPING 015PLAGING _J W CONG.OR MASONRY PRESSURES AT THE PUMP UP TO 550 PSI. THE MINIMUM VOLUME OF MORTAR PLAGED IN THE HOLE N (2) *4 BLOCK WALL �'a COLUMN GI SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOGATION OF PILES: WHEN IN o = 0 (I=L.PERIMETER) q' b MATCHING DOWELS G5-1 18" x 24" (3) r (3) 01 (2) *5 loll O/C TYP. EXT. WALL U += GLU5TER5 OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INGHE5 OF DE51ON LOCATION. In �x il: 4( S BAR DIA. MIN SINGLE PILES SHALL BE INSTALLED WITHIN 1 -112 INGHE5 OF DESIGN LOCATION. VARIATION FROM a < *4 CIS" x4'-0" 12" O.G. Q I W/STD. HOOKS 18" x 20" (3) *6 C3) *6 12" O/C - L1 a Q > C3J -f TOP o q t C4) *6 TOP EACH WAY GB-2 — PLUMB SHALL NOT EXGEED 112 INGH IN TWO FEET. ADJAGENT PILES SHALL NOT BE PLAGED UNTIL . m 90 DEGREE NOOK * GRAD qt II W/ 12" HOOK5 W r TYP.ENTIRE C2) *5 MIDDLE II ' N — (3) *5 (3) ,� — BEAM AT THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER o z 4 PERIMETER '� I t ^ Y_ G8-3 la"XI '1 — 12" O/C ELEVATOR PAD L4 GONNEGTION BETWEEN ADJAGENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT Z > _-1 �" a (4) *Yo BOT EACH WAY SURVEY OF PILE LOGATION5 SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. w 0 W/ 12" NOOKS PILES SHALL BE LOCATED ON THE REGORD DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE z J #3 a loll U.N.O. a I a I o COLUMN GENTERLINE5. SUBMIT THE REGORD DRAWIN65 TO THE ARGHITEGT FOR APPROVAL. w z EA04 f� 12LUAY , 1 i�211 MIN. COVER e .I •h,. :1' .16 I � o N a I` OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBER to CONGRfrTE SLAB _ - (o EACH WAY BE ENCOUNTERED WHIGH SHALL PREVENT PLAGING THE PILE TO THE DEPTH REQUIRED, OR SHALL I O PG-1 3�0"x3(o"xl(o" TOP AND BO TOM. BARE A TEAG of D G4 K'd! �M FINISHED FLOOR ELEVATION AGGORDANGE WITH PARAGRAPH 1, AND TH15 SHORT PILE ADDED TO THE UNIT LENGTHS FOR (EXCEPT CxARACsE) GAU5E THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN �twi PILE DOWEL °`� o _ SHA " PAYMENT. IF REQUIRED BY THE ENCNNEER, AN ADDITIONAL ADJAGENT PILE SHALL BE PLAGED AND °- o PAD REBAR PG-2 48°x48"x16„ (6 EACH WAY PILE GAP NOOK G4 SHALL L BE AFO'JE CROWN OF ROAD — OR HIGi4l"R Au MAY DE NECESSARY DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AUGURING EQUIPMENT 15 ONE (3) # -1 BOTTOM � �„ SEE FOOTING SCHEDULE TOP AND BOTTOM. BAR AT EACH END SIMILAR ,w PAID FOR IN AGGORDANGE WITH THE BID BASIS FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE 14" AUGERCAST � EDGE BARS ALWAYS PILING n REMAIN.SPAGE OTHERS EQUALLY PG-3 36"x-I2"x16" TOP ANDGBotATOM. — BAR A CAP EAGH�END S MILAR I��t ORDER T0 MEET FLOOD ZONE AND 4�111 9 9 Ea. Ea. FOOT PER MINUTE OR LESS. I I LT DEFT REQUIREMENTS, PILE GA'7'AGITY: THE DESIGN 15 BA5T�D ON A MAXIMUM WORKING GAPAGITY OF 25 TONS PER PILE 1 H H IS 5EE S�✓11=p COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INGHE5. O U PILE TOP5: WHERE THE PILE CUTOFF 15 NEAR THE 5URFAGE OR ABOVE THE BOTTOM OF THE ° o - - - - -- - - EXGAVATION, METAL SLEEVES OR GA51NG OF THE PROPER DIAMETER AND AT LEAST lb INGHE5 IN or , LENGTH SHALL BE PLAGED AROUND THE PILE TOPS. (5PEGIAL GONDITIONS MAY REQUIRE METAL � a c ; D L C G 7 G B E A � S IV � � D �� S SLEEVES OF ADDITIONAL LENGTH). `�C Q=g DE BEAM 1 1OLATI_ D G 1 GRADE _ -- AUGURIN:' EQUIPMENT: THE HOLE THROUGH WHIGH THE HIGH-STRENGTH MORTAR IS PUMPED DURING �- <L _ N.T.S. THE PLAGEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE °-o N.T.S. 3- N.T.S• _ _ BAR GONTAINING THE GUTTING TEETH, THE AUGER FLIGHTING SHALL BE GONTINUOU5 FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAK5. THE PITCH OF THE AUGER o 3 a G PILING NOTES: FLI6HTIN6 SHALL. NOT EXCEED Q INGHE5. AUGERS OVER 40 FEET IN LENGTH SHALL CONTAIN A a°0 daU MIDDLE aJIDE. THE AU6ERGA5T PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A w PILINGS TO BE 14" D I AMF-TER BY 25'-0" MIN. LENGTH OR REFUSAL —I m 5TABIL17;ING ARM. a z TER � �.. ` DESIGN GAPAGITY - 30 TONS. ALL SHALL BE IN AGGORDANGE WITH A.G.I. 545-b4 —J Z REINFORGING = (U #7x 2O FEET. EXTEND IS" ABOVE T.O.P. ELEVATION PILE REINF-ORGEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORGING BARS WI H '0 ° U O O L � #3 TIES @ D" GIG EXTENDING 15'-0" BELOW PILE GUT OFF ELEVATION AND 1#-7 VERTIGAL REINFORONG BAR AT GENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVIGE5 FO 0 8 REINFORONG GAGE AT 10'-O" GIG MAX. 5PAGIN6. lr�- � 111 10'-3° __ E E H5 PC B O „4 I TUB. "+S J' 5 ^ Y ^I 1 I/ 1 I ,a �, I I o' , 4 I' 0_35 3L_ _-�., HSP L4 SI•� I AD Tu AL I � .r v.r• L RO _ P GB 1 ',`; ;'•''••r. T;1 GB y 1 i• I � q;� ,,, ARE SUBJECT TO AM D&Ep RK � I '. 1 " ' GB-1 --- r �1td :-r� L I REQUIRED�yCpry. co�RE�TIONS V.� I 11 4,`I'.;I I II I' t N ,. , QUIRED W PC-3 I BATH 2 MAY �l�tNSP�CT�RS TH W 5- 1-6 I ,}• : I TYPICAL S, 2 z NECESSARYAr� I211 N ORDEq TO Z o TYPICAL 1'', 1 COMPLY WITH ALL APPLIGA@LE CODE U e j v ELEV. -1'-0° - C 311 2 Q w E } TUB E _ MAIN FLOOR= "" '' 1 (o" THICK CONC. SLAB w/ 4*5 BAR I ' 1 211 WC �y rri ; 1 2 612" O.C. EACH WAY ON ro MIL VAPOR 3� ;.• :'1= MASTER 311 w I'. b " " 1 '• • •';,'C BARRIER OVER TERMITE " I' '<:'° A•;I '' 1° I SUITE 3 11 ! 1'n TREATED WELL COMPACTED FILL 1 UJC ^ © W 33 I..• 4-4 I... ;.,.,, (.!� z ,:+ •8 II 11 I, ••'�:i i` 'a nmo J �n W, F� sHu� �- 13 d - - s' ,. rr � O GB 2 1 GB 2 I' � � _ ' I a r ' VIF I. J . S 2 D r mi -1 ,I•� I LLJ 1, r °R r, I D , , , ------- -- --------------- =---- -----LL�j-- - ---- ---- -- -------------- /®r. - ry Ln GARAGE TERMITE YI SINK 1� TEN` REQU11� ,,i c, s1NK I y 3 211 C:1� Cz -011 ]ND 4041 -! � -- -- ;--y s.1 -- LAUNDRY Drown by. MOH 2(0 ��n PC-3 MAIN FLOOR GB_2 py N TE 21 O I, ';•;:'. " '"' � � 3 HVN •I II I GB 3 1 1• - - -- ---- - - - ---' - - -�•' L-- - -- - -- - -- - -- ---- - ------------------ -------a'. Project No. I •I I S � C r4��r I I 1 r k •I e •1 File NO.: I' ,•�., Cadd e •4. C _ r I' tir• V _ _ _ II _ _ _ _ FIL I G' AY.I L •'.1'• fii;•iCK O L B w/ 4 xx QQ --/l/ Ll{� -6 H B R - V 7� d -[ CJ � V 612" O.G. EACH WAY ON ro MIL VAPOR ' 18 ,.•...:. 1 � 711 3 I ST.LUCIE COUNTY �� J $I�l ' 4'-loll 5'-4" 1-2 -2 2-5 Ill' `� WC L`_.�'''.:•_ 6° 1 PC-1 BARRIER OVER TERMITE Oo� 3 �I MOO) ;� j BUILDING pIV{Sl0 1 c 11 DATE 6 6 r11i F ;; ' _ :•1 REVIEWS / ;'., ;; ;( CREATED WELL COMPACTED FILL „ \ 2QO 2 LAY. CONST. DEPT REV. 07-8-06 C� i'i;.'' '1 I MAX. r.. .fl FOR C I O n T9 I' !• I r 33'-f011 ! '�'.,, � r REVIEWEQ Ll �. 2 WC � � PERMIT SET 07-28-06 DATE >r I'•'���''; '"�; C2 T F. P D E MIT -___. BUILD'G DEPT. RES. 06-25-07 -s GB-1 EPT B OR .,•, ; :'` NO INSPECTION WILIL 3E MADE B i r 1 I• B Pc 2 2 PC c P 1 �1 .I •1 1 — 'I 2 6 ( — - I CO 30 I .I 31 8 :I a - NOTES: s L; N f', w O 1• � tla A a{. GB• 1• I 4 2 _ O ,� L - �''`� 29 28 25 �� 10'-Z" - 6'-loll 23 $1_�11 1_211 L.-. ��8„ � 101-3" 101-111 41-loll 9'-1011 y PC-1 PROVIDE ALL WATER LINES 3/4 DIA. MI , TYP- (PER OWNER REQUEST) �Tp 4 II Sheet No: R AA A ® 1 F' UNG PLAN 13 PLC RING RISER DIAGRA 1 4"= 1 '-0" / N.T.S. of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 l 'I 1 2 13 14 1 W � * Q*Or)W o LL! 20'-10" 55'-2" r j z ° M TIE BEAM W 0 w 4'-10" 3'-1" 3'-I" 4'-0" 4'-0" 4'-0" 4'-1" 3'-11" 4'-0" 4'-0" 4'-0" 4'-4" 4' 8" 2' 8" o ,x +r�„ z -� z 3iQ /V/ M I I m F- .4-m m 0 10 PC-2 �� PC-1 HB T'I"fi g o w X z - ■ ■ ■ ::m . :.' .■ ■ �.. '.: .� ■ ■ ■' ■ ■ - < O I L__------- ....... - 0NRY HOLLOW CONCRETE MA5 j UNITS ARE UNGROUTED _ V +4 TYPICAL GB 11 --- -- - a n o VERTICAL q <ao O 14 TY IG ,o P AL o FOUNDATION MEMBER << �?< 6p 6" THICK CONC. SLAB w/ 4*5 BAR BREAKAWAY WALL CONSTRUCTED OF W M C� — 0� n SLOPE TO 2" m �12 O.G. EACH WAY ON ro MI VA OR L P RAIN DROP UNREINFORCEp,HOLLOW CONCRETE w ELEV. -1'-m " BARRIER OVER TERMITE MASONRY UNITS ■ MAIN FLOO TREATED WELL COMPACTED FILL I (UNITS NOT TO EXCEED 8" C6 [ _'.. 22'-8" 3 1 9'-Io" Z m".' 8'-10" 4'-0" 5'-6" 20'-8° ' IN THICKNESS). M • TL COLUMN S C E D U E E ---- 1 ----- -----G B-2-- - ---- 1 ---- ---- ---- - -- -- G B-2- - _ z • . ro LL Q n I_ - / ns, TUBE ,li Z N o N ■ REINFORCED MASONRY 3, -�, - - -=-- -=-S, _ ---- - -- -c3 ---- Il'-3" - ---- - c3 GB-3 FORIACFY TUA L51TE C GRADE BEAM Q Qa cn GI ❑ _ _ OR FLOOR STRUCTURE Q r i COL. w/ 1-"5 0 VERT. cv _ - - -- -- -- - d Z :.. .� O FILL w/ 3000 PSI CONC. cn is r0 vJ 12x12 REINFORCED MASONRY m ' • m�ra �, , - -- - ----- ELEV. ELEVATION a- �o FILL / 3000*PSI CONIC. _ ■ 1 m C� C4 z Q c <r 7m, GARAGE � C9 4'-6" -6" 3'-4" 4'-4" 4'-8" 2'-0" "' 0 W N°mn=� CL A - I i3 0 8'-1" ELEV. 01-m" c4 c4 0 PC-3 G3 ■ 31/2 x3�2'x/4" s.S. COL. - ---- Z< c MAIN FLOOR 9 z o FILL w/ 3000 PSI CONIC. c.� II i ' .. 1 II i � -- - -� ° - ` 9'. i P J m PC-2 (3) 2x(o or (2x4) STUDS NAILED `r \ - - -- ---- -- -- ------- ------ - --- - ---- d W _4 ® 70CzE7F+ER W/ Ihd NAIL Q S" O.G. '. 4:- --- -- --,- 1 ■ , ; VERTICAL — r (SEE I-I-AN FOR WALL SIZE) I - FOUNDATION MEMBER _ - w DAT C3. n ■ ■ ■ �. W .. I ro Tl-41GK GONG. SLAB w/ 4*S BARS C� 5 G6 I ------- — HOLLOW ® N RINKER T999 REINFORCED --- - --- ------ -LL___ _-- ----=-__ _-- ■ --- -- - 0NRY ■, �12 O.C. EACH WAY ON io MIL VAf OR � �=-- -----=- ---- -- -- --- -- -`- -''' ,--J WAVE CREST LLOW CONCRETE MAS � c MASONR'r" COL. w/ 2-"6 m VERT. BARRIER OVER TERMITE UNITS ARE UNGROUTED a Q I -. ' GB-1 GI I FILL w/ 3(d(d(d PSI GONG. ;.:;' TREATED WELLCOMPACTED FILL \G�� • W o L J C6 12x12 CONCRETE COLUMN 6„ N 1 PC-1 N ���'. � iN� Z z o ■ w/ 4-'Yo 0 VERT. W/"3 HOOP 6 / m ® �"I SLOPE TO 2" } A 8" Orr. / RAIN DROP x o MAX. 6" = BREAKAWAY WALL CONSTRUCTED 0 a Q o 0 G f Sx12 CONCRETE COLUMN I -' \eiE,ULJjkEUs. STILLWATER UNREINFORCED,HOLLOW CONCRETEF z z J a i w/ 4-"(� m VERT. W/*3 HOOP `�' II" 11" 2" I m 5'-6"4 w 1'-4" TERMITE T '° IT E IRE ELEVATION MASONRY UNITSor W ,� •, 8�� ��. I l 11 11 (UNITS NOT TO EXCEED 8" o N == -- ----- --- - - - - - - ----------------------------- IN THICKNESS). M [. _ PC-1 PC 2 - - --- ----- G r , 0 -- C6 C6 G6 ■ ■ > ' TY 1 J GRADE BEAM P C-1 GROUND OR FLOOR STRUCTURE 10'-3" 10'-I" " 4'-10" 2' Io" 4'-0" 3'-0" -�Y- 10'-2" TYF. 2'-loll 4'-0" 4'-0" 4'-4" 6'-10" I� " ' �� II 20-10 40-6 1'-4 — _-_-_ 1 R E A A fir / WALL o G - 1 S L A rt"J" P LAN :LE.- NITS. � FRANGIBLE Ill4',LLS ®— < 8 Z Za / xio 0 it HYDROVENTING CALCULATION: ..: 120 MESH -1 I s 1 1, O .ae PER FEMA. : 1 SF GROUND FLOOR AREA WILL PROVIDE 150. INCHE OF VENT I�;� I I • :0 I I- o REQUIRED: TOTAL 1313 5F = 1313 SQ. INCHES Z w PROVIDED: (1)24"x8" = 1344 5Q. INCHES L1, E G 1-*B CONT. loll orr - 55-2 3" MIN.COVE R (3• °� a �uu .4 100 *4 "2" BAR 612" O/C NB NB EXTEND INTO SLAB ----- ---------------------------------- --------------------- -- ------------- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ M IN.3m" s ---- 24"W.8"H.HYpROVENT _ ® 8" ABOVE FLOOR LEVEL ■ ■ SLAB STEEL 2 *4'rJ BOTTOM o 8'-loll 39' 8" (TYPICAL 1) 1 *5 + Of Box BEAM 12° WIDE _All I *4a12" EW. BEACH AIN SLAB Fil 9r".1ArvC` C Cn I..L.I E— j STORAGE GARAGE ALL WALL PARALLELL a _I;r��t; �irli, PJR ��,;,i- "r z o I a TO SHORE LINES SHALL _ � apt {N . c�r3�l. PH(-,,,;"`�,, 1r� p E SEE pETAI 4" CMU WALL TYP. "" ' 'F _-._; -_ SLAB STEEL — BE FRANGIBLE WALLS 000NCRETE SLAB LLJ w - _ ■ � S *4 a 12„ E _y — 22'-8" 3' 11 II �_ I >r.�.t•u;`I. a� ��r�a_: _-_ �QILLJ 8 5 II' 3" 4'-0" 5'-6'I 19'-4" nn.t. " C2 � 2 CONCRETE SLAB Q Cf� N I - LLJ CxARAGE �' C—+ z I 103 el NOTE 6 Im C) - _ _ — 4a o U COVERED PATID ®- e SHAFT ENCLOSURES SHALL HAVE I HR FIRE TING 1 4 T I CK" I � 00 4b E QL I F- (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) -� __ I II 1 3-6 -5 W7N 4 WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO �, a D — SCALE: NTS. w_ I - - - - TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO . I- 1 THE UNDERSIDE OF THE FLOOR OR ROOF SLAB OR cn ® STORAGE O I \\ // I OR DECK ABOVE.( SEE FBC 2004 SEC 101A k 101.5) M��M No" STUCCO ON SELF-FURRING \ / I 34" RIB METAL LATH ON FELT I _ I I I X I 19 R E r. �' I - U NOTE 6 ONE LAYER OF 1 2" GYPSUM BOARD ON BOTH OVER THE BortoM of Ti�dSSEs > - I / \ g u W/2 STAPLES (MIN. I/4 EMBED INTO r m (2R. T = 4 m 25 1 /ELEV\ ■ ■ = W 1 SIDES OF 3 5/8 METAL STUDS @ 24 O.C. MOH I TRUSS AT EVERY RIB .9 4" O.C.TYP. �.9SI' + " 1 11I 2 .9 I / \ I (d F.B.C. 2004 W/SEC_ 103foAMENDMENTS O I I I I I I — — — — OR 2 x 4 STUDS @ 24" O.C. A FARING WALLS. Drawn by. HVN (SEE F.R.C. 2004 SEC_ R5�3b) y ------------------ C (TYPICAL AT ALL EXTERIOR CEILING) it ■ ■ i ■ ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON Project No. / Cadd File NO.: II II I I 1 BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W R-11 ' I I ( I BATT. INSULATION. ONE HOUR RATED PER F.B.C. 2004 FRC 2004 WITH 2O06 AMENDMENTS e ! ENTRY, -- - I EQ'ER 1 I I I 7/8" STUCCO ON 5 CDX PLYWOOD SHEATHING N DATE BOX BEAM 12" WIDE I I Io2 PAIR 3 80 FRENCH - EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF O I 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. CONST. DEPT REV, 07-8-06 I I FAIR 30 F ENCH Wl 6m18 T NSOM ABV I NOTE: NO GYP. BD @ INSIDE OF CHIMNEY I. & S. ENG REV. 09-25-06 ----- ---------------------------------- --------------------- ---------------- -- PERMIT SET 07-28-06 - --------------------------- I �, � BUILD'G DEPT. RES. 06-25-07 ■ ■ ■ ■ ■ ■ ■ ■ ® ONE LAYER OF 1/2 GYPSUM BOARD ON 1 x 2 P.T. Imo 25'G ?`t7 102 103 25 CSMT HB WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON ® BUILD'G DEPT. NO.2. 07-10-07 B 0 0 INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" ` 25 FIXED CONCRETE BLOCK. 20'-3" G.M.U.WALLS 71 5/8' STUCCO ON 8" CONCRETE BLOCK, 9'-3" 1'-0" 9'-1° 40'-6" 6'-4" I'-0" 1'-4" " FRANGIBLE WALLS Sheet No: n , n p1. ;� I:� �r � � � � ® BEARING WALLS GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" A '. PROPOSED WORK A - 1 FIRST LE%v' EL ' AR iUgj*CT TO ANY CORRECTIONS Lrti`Zr o illli'T h Uj g SAR INSPECTORS T THAT A 14 'ALL T"' PE 1, 101,011._ I0 �r, ' "1 MAY31N C���A�Y1NOFf�7E�tTc� ` d0M#1.Y WITH ALL APPUCAOLE COPM o, 1 /4" Im =1 '-0" FIRST FLOOR 537 SF., GARAGE & BEACH STORAGE 776 ST. =1313 SF. %v 2 SCALE: NTS. _ ® of --sheets 1 2 4 ? 5 7 8 9 10 1 1 12 1 3 14 1 16 1 2 3 4 5 6 7 8 1 9 1 11 12 1 ,73 14 15 16 L.I. N 1"11SC. NOTES: `' �*a 8" 11'-4" 56'-8" - 5'-0" W W o m n m O 1. ALL GLASS IN DOOR:,,, 4 ALL SLIDING GLASS DOOR TO BE TEl"IPERED. z D Z �w % ' � N �U 1, W C7 w`'w N nm 10'-10" 20'-0" 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED _ z 3. GLASS OR MIRRORS Irl"E:DIATELT- SURROUNDING A BATHTUB OR Z � 35 CSMT Z n;i0 SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERELE55 THAN m �, v'<mn 3ID I1/4 35 CSM7 EGRE55 _ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ ■ ■ ■ ■ ■ ■ 9?0'' ABOVE FLOOR OF TUB OR SHOWER c/� (n 'u °D�,n.. Z Wes ' O _ 26,80 T 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOU5 MATERIALS Q w�'� �0 Ua< `4 21 ,���-I %z 33 CSMT E,. ALL FIX GLASS SHALL BE 11a" U THICK (U.N.O_) m 11'-4" ' 2' 0" ' 13'-0" " 8' 8" _ 2' 0" ' IT-2" 301 `� 6. DOORS BETWEEN GARAGE 8 HOUSE MUST BE SOLID CORE13/4" THICK QRESS ■ WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB_ DOORS TO HAVE SELF CLOSERS. <m 6 S ° ID BF 1. DUCT PENETRATION. PEE ENETRATION. DUCTS IN THE GARAGE AND DUCTS NETRATING o o = = C 18 THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM IN F <d THE GARAGE CO SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE: (m_40 mm) SHEET - 80 BF �E�I�r`I v ■ STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS m ■ 22 I—, 4'L Il m EGRE55 INTO THE GARAGE. (F.R.C. 2004 R-30'3.2) - GOVEiRED 0ID v Tl�a � 19 --� ®� R BALCONY �'I. E3E5)RM A _J CCESS �® �f 3 x3� e 2880 301 WINDOW NOTE L �_ 11 '-1 11 c� PAIR 3 8 EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN z ' ' ~fP�N LL Q n 4 2 1 0 _ 1— wNM O 15 FRENCH R 2m" IN WIDTH, 24" IN HEEIGIHT, 5.1 SQ.FT. IN AREA W/ THE BOTTOM OF O Z Z 124 Ln o I I I I I I I I I I I I 28kO ■ _ _ THE OPEENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO Z � mll�M� I 0 "_, PART OF THEE OPERATING 1"fEC;HANI5M MORE THAN 54'' ABOVE THE Q Q t= � W I, FIN15H FLOOR AS REQUIRED � 0. z oam^ o / `i. af \ / 268ID O 0 M., Q ro N ��� a, X I LEV � }� j VEERIFY ALL 1`1ASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS a Z 3z•.o Q �q �, e ■ AND WINDOWS BEFORE CONSTRUCTION-NOTIFY ANNAI-1 CORP. IF 0 •� v►- -� r 10'-11/Z" " 23 I I I I I I I I X /� CONFLICT EXISTS. (n N Ox Q `o K c , '/z 33 CSMT - O W W Moma LL[ 4'-4" /4l-2� _2 Z NmaL� 6��° I I I I I v Ix IN. \ \ 3ID Q —' J U m cv LLJ — - ■ ■ �' _ 24 2480 BF ■ EIl!!C TOP ❑F TRUSS U —N ■ a I'-9 1/2" 4 13'-3" fC C3�ri. I'RC?VIL w •. o INDL,Ai E AN —WITH f{ EGRESS EL, SEE PLAN U ■ >�2, - 5 , TA NET OPENING USP. RT16T �= 080 ti SEE ELEVATOR SHA T CLEAR Q N5, � W 4 16 P NAILS - _ M. B�TI�I Oft Cfl�PEI FLOG ' EACH END • NOTE fOR FIRE RAT L) t FOR GROUND FLOORS / 3/4 EXT GRADE PLYWOOD a m _ S ALLiS. OPE �, X Q e r _ NINGS f �0 E ESL LESS THAN , , 0 2x4 RIBBON IN NOTCHED � z o 1 L le' 24 f', ®R 2rrW FLOOR TRUSS W/(2)16d 9 24" OC. o B w .9 6 4 5_0 6_4 4' 2" ;35 CSMT 0 (VlGrtt: 1 „ N X 19 0 1'-6 4 HA14 `t4 ABOVE FLO" 51 26 2l i ! 30 `p �,�' TOP OF PLATE � ?' o J 30 O 4080 BF 408ID BF _ — W > Z J ■ ® �� � �e �, --, � @ EL. SEE PLAN Q W m I ■ v � _� I-- SPLICE REQUIRED,S4'-0"WHERE LAP 05 11/2 35 CSMT 30 1/2 35 CSMT SPLICE W/(18)liod NAILS STAGGERED. IL I 131-311 24'-4" PROVIDE "USP" SPT"U" STRAP W/ ELEVATOR SHAFT NOTE: (4) 8d NAILS EACH SIDE. 61'-4" I.4 SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING 2x6 BLOCKING H 68'-8" (2 LAYER 5/8" TYPE 'X'GYPSUM BOARD STAGGED) (MAX SPACING 9 8'-0" OC) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SLAB OR Z (U OR DECK ABOVE.l SEE FBC 2004 SEC 101.4 4 101.5) i 8 — 1 3 rINT � Rlu" F?_ o oZ J 1/ "=1 '—O" FLOOR AREA: 1515 SF. N.T.S. T WALL SECTION og o� \ V° d O r q — 2x6 BLOCKING o i 52'-01' , 6'"0" 2'-4" " (MAX SPACING a 8'-0" OC) ^J o 14'-4" I2'-4" - UPPER BEARING WALL WHERE o e- SHOWN ON PLAN. p9 216 D25 CSMT i 2x BOTT PLATE. PROVIDE "USP SPT"U" STRAP W/ 211 l2)Y-I"xI'-8" TI 5M ZIS ^ 36 CSMT 219 25 CSMT (4) 8d NAILS EACH SIDE. - ■ ■ ■ ■ ■ ■ ■ I ■ ■ ■ ■ ■ ' _ --- ------ ------I L_ .r -------- � TOP OF TRUSS I Q � - - - - - - o00 00 © - - - 2ID1 `~ - I I I = EL, SEE PLAN I , _ �_ I SEMGO RGTPGA 816 0 3/4" EXT GRADE PLYWOOD F-+ I a \ 1/z 33 CSMT tr I I W/6 16 P NAILS p I EACH END '- = IT-0" 11'-6" 6' 4" F 2' 0 4 12'-2" I I o `9 W"' I FLOOR TTRU55 W1(2)16dDg 24" OC. J N i — COVERED X ' BALCONY a oM __ ____ __ __= I I W iGITGNEN I AU RY 611 BF DEGO-I)RAIN T P. II TOP OF PLATE 215 `n I = 14 ® °� II I I EL, SEE PLAN W U O z - ■ DIN RM I O 0 I _ ■ I I (2 T W 6' 4" 4'-4" N QED RM 4 II I )2x6 OP PLATES.WHERE LAP ® cw� 2 02 - - 201 II 4" RdOF1DRAIN MN. SPLICE REQUIRED, 4'-0" MIN LAP W I GNU. 6' 0" 4" TR II SPLICE W/(18)lbd NAILS TAGGERED. �-+ � ' - "' PROVIDE "USP S TRAP W/ N 3 Lu - 4180 BF ; ; (4) 8d NAILS EACH SIDE.r. ® C!� O - - - - - - - COVE E " I W C5 4LG N pia 3'-1"xl' 4" 5'_211 2'-4 213 TR5M A6V. cfJ n I i - \p 0 214 25 CSMT I CIA SE ELEVATOR SHAFT 12 EGRESS ' ' — I U ¢� 2880 ■ PAIR 3080 I NTERIOR BEAR11"N' 10 D v q[k m p Q I I I NOTE FOR FIRE RATE FRENCH PR II I @ a 212 y��Q¢� I I I I I I - - - 2480BF 10 T II I I � (� w — II I I _ -------------- --- � N N.T.S. WALL SECTION L IN, 2680 I B TH 4 @ ■ ICI I24IRI E S h I i I_ I I X - "� ' 25 CSMT / \ /z 33 CSMT I , 2x6 BLOCKING 2 + R = 4 m r✓- \ _ ter- _ O (MAX SPACING g 8' OC) Drawn b MOH +11m� I = 4. mI I I / LEV. \ I LIN. 203 - Y: I 2-2080 I ver II I----------- - — — — — 2480 BF ■ '- -- -------------' ; `* HVN o - O�'!DE AN EGRESS match er N GRAND ROOM ■ ■ ■ �LEEPIh4;x F t 4S a X " n J L" ""EAR OPENINNG Project No. ■ _ 3-1 xl-4 �!` UJ'�D1 NI'',"f 2 2x 6 WOOD STUDS 9 16 OC. { . H R GROUND r�L.00RS, 26-1 2-8 10 Il 4' 4 of 4'- �, 5' I I 5.f SG. F P(,.,H L1pF Q Cadd File No.: ��� u; I 42" HAND RAIL TO `` 1`L�OOAS, OPENINGS USP SPT "U" STRAP I M A5V REJECT A 4" SPHERE TYP. SHALL NOT � W/ (4) 8d @EACH LEG I (— I I I r �s; {..�� 1'� ,t�� �4 �-, 0 20'W I i SILL C7; L010 E TH ,� 44" .ABOVE FL0001s, --� T POLDE oQ I — ■ I jR DATE XQ I � — — ��� I I iIl ! � 1/2"?x8"LONG EXPANSION ANCHOR '�t ; ,t 36 OC W/3 x3 xl/4 FLAT STEEL CONS T. DEPT REV. 07-8-06 II �� 1 II 6 WASHER(6"FROM ENDS 4 DOOR OPENINGS) I. & S. ENG REV. 09-25-06 2680 �'` ' "r EMBEDMENT MIN 5 1/2". PERMIT SET 07-28-06 u ■ ■ ■ ■ ■ ■ ■ ■ ---------------------------- ' BUILD'G DEPT. RES. 06-25-07 ■ ■ ■ ■ ■ ` ' TOP ❑F SLAB " ' EL, SEE PLAN ® BUILD'G DEPT. N0.2. 07-10-07 B 4'x8' OPENING 20 25 GSMT 20 25 FIXED 20 25 CSMT 11/2 35 GSM �` '='T 20 2ID5 2'-2"xI'-8" TRSM '� : *'' ' ® W/BANANA SHUTTER (3)3'-Pxl'-8" TRSM O �� '' •.•I '": 6 MIL VAPOR BARRIER 3'-8" ON COMPACTED FILL 6'-8" " 1'-4" " THESE PLANS AND ALL PROPOSED WORK FOOTING (SEE SCHEDULE) .00 ARE SUBJECT TO ANY CORRECTIONS Sheet No: REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO : I COMPLY WITH ALL APP ICASLI2 CODES _ A — 1 S E L E L — — M2 A A 1 INTERIOR EAR,ING . _l 1 /4"=1 '—O" SECOND FLOOR 1532 SF. - N.T S. 'MALL SECTION @ SLAB qg of --sheets 2 4 6 7 8 9 10 11 12 14 16 J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1K W N — ATTACH RAILNG FLANSE TO HOUSE w o w La.l C W/(2) 5/16"x1 1/2"TAPCONS w L' �i Z .ro�m N 2"x2" ALUI"1.TOP. 1 . 1" n 11 *I CD � z W � 0 i BOTTOM 4 VERTICAL RAILS 1_6 � ���Y�T��IN �,�����,��� '������� � � Ll1 z �� ,�"w�W (VERY. a 48" O/C; MAX) Z SYMBOL DESCRIPTION m F w ,� N©P 3/4"x3/4" INTERMEDIATE LPII�IA VERY. 4" 1/2 O/C _ 1 METAL ROOF Z Lu (n VJ �<•. (VEP'.IFY W/ OWNER FOR STYLE) I EADE o Z c� _ x z�� i�-z�� z�� fi� O EXTERIOR WALLS W/ SMOOTH STUCCO U Q 0 � '•� �oa v m 12" SQUARE COLUMNS RAISED STUCCO BAND 4 SURROUND o y� M 00000000 000000000 00000 i1, �5 DECORATE SILL d HEADER 0 �°o << fLL 6 DECORATIVE LOUVER (FYPON RLV24 OR EQUAL) W W. � DECORATIVE BRACKET (FYPON BKT 22x3>a OR EQUAL) m W 00000000000000000000 000 DECORATIVE GONC. SIDING LOOK 3 4 WIDE RAISED STUCCO BAND DECORATIVE LOUVER (SEE DETAIL) 4" 4" DECORATIVE ALUMINIUM SHUTTER LOUVER - Z • • w—4 LL Q O oC9 � W� C Ono v — W oil FASTEN VERT.RAILS TO CONC, SLAB ALUM. SHOES FROM RAIL MFR - Q Q U =_�[14 N n - W/(4)5/16"x 1-1/2"TAPCONS _ r Q a- Z t3/:Z 0 '� Uz J RAIL `r O a W NMa�K - 1 K e Um K NTS. 1a. LLJ 1/2"x2 WOOD INSERT ,- N (SIDING LOOK APPLY TO STUCCO) Q = o O � y Q z a m • W ° C�AZINC� N®TES: z o ALL WINDOWS, DOORS MUST HAVE TURTLE TINTED io Q GLASS (45% MAXIMUM LIGHT TRANSMITTANCE). �' w TYP. 6 rr W h MEAN ROOF HEIGHT U I TYP. F O < N F a,c°.� U TOP OF TIE BMA TOP OF TIE BM. C� �• —u: +34'- OR 42.0' NAVD Z Z_ 4.. - O < . o^o ;F 5 IL 2CL TYP 3 . S r o e 5 I TYP. c,16 — It cc n pLLxx 1 1 c o RAISED STUCCO BAND I I �J: ' P OF 3rd FLOOR TOP OF 3rd FLOOR _ 4 TYP. is z -- -- — 2n LEVEL CLG. LINE 2nd LE,/EL CLS. LINE -011 TYP. 9 CD sz) � o ow E lm TYP. 1' C/7 ZD 2 TYP. "', Lu v~i H H - L :2!W =D o TOP OF BEAM - j I w KITCIN 51,411 U ILL U 2nd FOOR PLAN i 2nd FLOOR -- +11'-0" a +11'-0" TYP. 6 — w D TYP. 1st LEVEL CLG. LINE OIL e +9'-0" OR 11.0 NAVD ® u -- -- n GARAGE CLG. LINE "? 'S +7-6" OR 15.5 NAVD ----- O Drawn by: TYP. 3 HVN -- _ --- I OF111 IMP 0111] 1111T Project No. � I � `J r Cadd File NO.: ®� - - - 'C=� N FLOOR LuJ DATE GARAGE __ — — TOP OF GROU D L—R- -- +0'-m" OR 5.0 NAVD @ PCONST.ERMIT DEPT REV. 07-8-06 PERMIT SET OL 07-28-06 � BUILD'G DEPT. RES. 06-25-07 B ® BUILD'G DEPT. N0.2. 07-10-07 B THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO rl Hr - COMPLY WITH ALL APPLICABLE CODES, A 1 P i rfM° i ) Sheet No: A - 1 CROSSIA - 6ELEELEVATION 1 4"=1 '-0" 1 /4)I=1 '®®" 1 4➢i®15_o!f of --sheets 2 4 `� K 7 8 9 1 �� 1 1 � I 1 1A, 15 16 1 2 3 4 5 D 9 10 11 12 13 14 15 16 Ld O' N L1I M) O NEOPRENE HIP/RIDGE Z W Co CLOSURE COVER 5 � Z X ,,`N 90 Jm°D N SEALANT FA5TNER _ (� �Z�n J m ° �i`A® BATTEN CLOSURE � � An WATERPROOF WATERPROOF 5 V. CRIMP (a 0: MEME3RANE, METAL. ROOFING Z W (n vt n�'e •• 5 V. CRIMP OU Q 0 ly �00. LL METAL_ ROOFING m 26 GA. GALV. METAL = VALLEY FLASHING M W J10DM FASTNER AT 12" O.G.SEE 'S' DWCxS COMPOSITE SHINGLES a' Z U 5/8" CDX PLYWOOD S-EATHING - -- z • • W N�N ILL Q PO _ 0 0 wd�1O 0 W Z w non Z t L- 1 HIP / RIDGE — 4 VALLEY DETAIL � ZW -, ' Ll QQa .,?N — m P msz CD U)0Z� J 1° N Q c w W Mom< o U 10 Z W a z STUCCO o 0. W m 26 GA. GALV. COUNTERFLASHING 0 = • METAL FLASHING w y d Q -- m (9 Wo DETAIL SHOWN FOR WOOD w FRAME GON5TRUGTION - J DETAIL SIMILAR FOR BLOCK CONSTRUCTION Z z w Wm SEALANT p = N M � N METAL "L" FLASHING NEOPRENE SPACER -- ROOF CLIP i 5 V. CRIMP METAL. ROOFING D D � o < N sy F G 1 FLASHING DETAo Z$O N.T.S. O O . o f O 3 ao O (2)2x TOP PLATE OF LOAD BEARING WALL W/U5P TOP OF TIE BM. ao 0. Qua j TOP PLATE STRAP. of �o �aa +34'-0 =a°i LOAD BEARING WALL (IF APPLICABLE - SEE PLAN) CYZ I"x18" GA.U5P RTISF(OR EQUAL)STRAP W/(4)10d COM. W E_� NAILS IN HEADER AND (4)10d COM.NAILS IN STUD EACH FACE. - Cox (2)2x WOOD HEADER NAILED TOGETHER - € U WITH 16d NAILS a all O.C.STAGGERED -SEE PLAN Xxx n\IF TOP OF 3rd FLOOR - o --- -— — — LL OPENING 2nd LEVEL CLG. LINE W z SEE PLAN 9 +23'-0" = C) (2)2x STUD5 I� 0 ® L!j D EITHER SIDE xj OF OPENING LLU Cjf I-- -t—t C� _ F-4 � o D 1 TYP . HEAD" ER"" � U C3 D � o D N.T.S. WOOD TRUSSES 2nd FOOR PLAN SIN\F===:,--i [_,/ DSL.TOP PLATES �•� +11'-m" MOH Drawn by: lst LEVEL OIL CLG. LINE — - - - - - --- --- - - HVN USP(TP-"U" STRAP) Project No. WOOD HEADER USPI$STRAP W/4-10d NAILS) C (SEE PLAN) AT EACH END Cadd File NO.: D5L.JACK STUDS IUINDOW OPENING NOTE: TYPICAL WOOD SILL TO BE (2)(2)"x 5PF"STUDS W/ 1/2" e - CDx PLYWOOD IN BETWEEN EA. DATE APPLICATION(5 1/2" THICK SILL) CONST. DEPT REV. 07-8-06 TYPICAL AT ALL WINDOWS USP(TP-"U" STRAP) BEARING WALL STUDS PERMIT SET - WRAPPED OVER WOOD BUILD'G DEPT. N0.2. 07-10-07 B SILL PLATES l2)U5P(TP-"U" STRAP) WRAPPED AROUND JACK TOP OF GROUND FLOO B AND WALL STUDS +m'-m° —— -- — -- -- — (TYP.EACH SIDE) LINE OF FLOOR U5P(TP-"U" STRAP) NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS BEEN CONSIDERED IN THE THESE PLANS AND ALL PROPOSED WORK Sheet No: ARE SUBJECT TO ANY CORRECTIONS I✓kllYl y Cl, ."I }4 7 'fi is {G 1V+�t i,' DESIGN OF THE SUPPORT STRUCTURE REQUIRED BY FIELD INSPECTORS THAT i. -----�- T � MAYBE NECESSARYt, �! i A COMPLY WITH ALL APPLICABLE CODES. ~' '�' D� / A l TYP . WIND' 0 W OPENlull N.T.S. IN WOOD WALL DETAIL 1/4"=1 '-0" of —sheets 1 2 3 4 D 6 1 9 10 1 1 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 N w ^ � G l31 p F- NP :� N feMm W — _ BEAM ,�• �Ir lUB. 3�I� �J w I O z z \%O' N (SEE BEAM SCHEDULE) I ��� �Ir z � ~z�►� L Y. m _J W '�<mn to m L BATH 2 z w En �.. SEE TYPICAL ONE STORY WALL I 0 � z w -�_X PROVIDE "SEMCD" TPP� O SECTION FOR ROOF NOTES W/(8) ad NAILS C 3n G 2" 2n � � U �ma�` (4) EACH SIDE) 2'� 3" u 3n M 211 2x6 D DlF- oME WALL MASTER 3" a„ M SUITE 2xro-PLATE WX 3" ,fit, PROVIDE 30''FLET � 3„ 1��`` �< MOISTURE BARRIER 3�� SNWR III II m SEE FRAMING PLAN FOR CONNECTION I 1/2" ANCHOR BOLTSe /V I L y W (2) 2"XG" TOP PLATES STRAPPED 24" O.C. MAX. (EMBEDMENT 3'' 8 \ " 3 TO EACH STUD W/USP SPT TOP PLATE ANCHOR W/8-10ol NAILS MIN.) W/"SEMCO" A5PW3 3"x 3"x 1/4" a 21 I 1/2" DRYWALL I WASHER r e G sw S"x16" CONC. BLOCK aw RAISED STUCCO BAND 3-2x8 HDR MIN. 1*5 REBAR VERT CONT. y L AND SURROUN 2�� I z W N N o0Z W PM O D TYPICAL -ONC. BLOCK WALL /TC,y C M Z N "N NOTES: 2 Q Q E!ln� PROVIDE ALL WATER LINES 3/4"DIA. MIN. LAUNDRY J < �� 50 (PER OWNER REQUEST) „ o < W,n fL z o<m.. 10 L� WINDOWS S Z .� v► Z� J L 2�� � Z 3 �n K \ N MA SI LAY. �� �a o O z 04oi< � ?� 3�� 3 Ir < NmaW K MARBLE LL K - 5 EXTERIOR DETAIL I z ° 1/S" STUCCO ON HIGH P.B.METAL LATH �( � „ '� U m RIBBED LATH OVER 30" FELT OVER '� � �� 3 a w� lka" STUCCO ON SELF-FURRING 5/5" CDX EXT.GRADE PLYWD.SHEATINCa N.T.S. EXTERIOR FRAME WALL TO MASONRY 2" O�� " I L v. � _ " METAL LATH ON FELT OVER APPLIED TO STUDS NAILED 8 O.C. K 1 1 PLUMBING RISER DIAGRAM P APA 40/20 19/32" EXPOSURE 1 THRU -OUT AND 4 PERIMETER W/ Imd NAILS 211 p U) PLYWOOD ( NAIL PLYWOOD TO C a. Q BLOCKING + STUDS a 4" O.C. N.T.S. Ty w n EDGES, Co'' O.C. FIELD S/ 0 MASTER SUITE W Q � � o � z �3 OVER THE BOTTOM QE TRUSSES 10, 4" M (5EE F.R.C.2004 SE Rl .6) N (4 F.B.C. 2004 U1/ 20 M NTS Ne" STUCCO ON SEL -FURRINCz IN 3%" RIB METAL LATH ON FELT H UJ/ 2" STAPLES (MIN. 13/4" EMBED INTO TRU 55 AT EVERY RIB 9 4" O.C. TYP. H ' o P zZ G 2x 6 U100D STUDS 6 16" 0C. i CD F � 2xro BTM PLATE ATTACHED W/4 �I TOP OF TIE BM. I Q �$a lrod'Sx 2-1/2'' -0 6" O.G. - STUCCO ON SELF_FURRING ATTACH 2x STUDS TO PLATE W/ +34'_011 W °az a METAL LATH ON FELT OVER USP SPT.SIMPSON P25 OR 5P4/6 OR � —� 1.0 - — APA 40/20 19/32" EXPOSURE I EQUAL .W/0-10dxl-1/2" NAILS w E o PLYWOOD ( NAIL PLYWOOD TO BLOCKING + STUDS 4" O.C. TYPICAL WOOD BASE o EDGES, O_C_ FIELD ------------- ----- _ o ------------ ------- ------------ - TOP OF 3rd FLOOR o �I J u / @ +25'-0" w L` g� n e STUCCO ON SELF-FURRING — U � _ 2nd LEVEL CLG. LINE � w L1J 0 E 3,e" RI8 METAL LATH ON FELT — — — +23'-0" Z c� OVER THE BOTTOM OF TRUSSES O W LU/ 2" STAPLES (MIN. 13/4" EMBED INTO -- Q = E TRU56 AT EVERY RIB -w 4" O.C. TYP. — w (SEE F.R.C. SEC. ) a- �' (8 F.B.G.2004 W UJ/ 2r�m6 AMEN AMENDMENTS ao Ell wN 4 D - 1 WALL SECTION 3/4 1 ,_011 - ---- a 2nd FOOR PLAN Drawn by: MOH Ist LEVEL CLG. LINE HVN 6 +9'-m" C Project No. � E Cadd File NO.: DATE DESIGN PROGRESS 05-10-0 ® BUILD'G DEPT. NO.2. 07-10-07 Of OF GROUND FLOOR B — .3 +01-011 THESE PLANS AND ALL, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER 7O Sheet No: COMPLY WITH ALL APPLICABLE CODES. r +PjFi iryf,, A - 1 RIGHT ELEVATION 1 4"=1 '-0" of --sheets 1 2 2 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 36" HI. GUARDRAIL W/ PICKETS Lj ry — QUALLI' SPACED TO REJECT A —' w M O N 4" SPHERE. (TYPICAL) N;0� w L� Rmto z OMM UO LJ I W o w W �"��" N USP RTf6 � EA CUPOLA Exterior Wall Finias � _ � Z�M p 26 Ga. Flashing over z V) Z W UJ/ (S) ad xl 1/2" TO TRUSS Waterproof Membrane J m J o r N a(S) ad TO iE Sealant with Backer Rod or 4" cant ; �v ELEV. VARIES _ _ _ _ 2ND F OOR _ _ _ 11_ z LU V) Existin 3/4" Pl wood Sheathin o Q ZO 5 -�=Q SEE PLANS - (Elevated over Occupied Space) < 0 �oa C2) 2X4 TOP fiE w/ Modified bitumen roofing memberance M APA 40/20 19/32" ASMT D 6222 Type I heat fused to base sheet meeting ASTM D 4601 Type 11 Q o M 2"x6" JOISTS AT LANDING I w AT 16" O.G. The base sheet with mechanical Mo m� (oraasphalt over concrete decks z a PROVIDE FIRE STOP AT MI POINT depending upon substrade) W i OF EACH RUN OF STAIR - Of USP 5PT4 LIJ/ EXP 1 PL1'1000D ON ANDINCx 1 _ _ _ _ _ — (6) 10dx 1 1/2 101 2X4'S '� 1(0" O/G Thinset Mortar } Ceramic Tile 3 1" X SPRUCE OR 3/4" CDx. E'a`C� END e (3) 2X4 6 EA. Ceramic Grout L PLYWD RISER EACH STUD CORNERS TOP 4 S®r 2X4 SOT 1� o c� Z • • icon b- Qo Zwa"�u�i Z w �nrnr7 Z �a — Z w LL 2" X 12" S.Y.P. STRINGER ¢ Q � `���N O � in R001= USP LFTA6 UJ/ o w Q m M � Z � 3Z QC� M BUSS CS) Sdxl 1/1 EAGIN END NOTES: 0� WoZ J EACH ROOF TRUSS o "�o x Q o K PROVIDE FIRE STOP AT MIDPOINT 1.) All flashing metals are a minimum of 26 gauge with corrosion w w Nma-b ELEV. +0'-0" OF EACH RUN OF STAIR resistant of G-90 conforming to ASTM A 525 and ASTM A SO or equal. " � z o K U w FINISH FLR. s �� 22.) A minimum slope of i/4" per foot. MC 2x4 P.T. LEDGER BD. SECURED TO AB = m /3 L I PINS OR EQUAL AT 12" C/ � O ] NAIL STRINGER TO LEDGER W/ 16-6 NAILS o N STAGGERED. 0 Q J - 1 STAIR DETAILS 4z zI J 7 CUPOLA DETAILS J 10 DECK SYSTEM I � a J w Q � ° � 0 NTS. N.T.S. NTS. FLOOR— EXTERIOR W/ MODIFIED BITUMEN TORCH SYSTEM wL J 70) N H H Zo � O cNv 00 r of M (� U; a g m O a U Z � TOP OF TIE BM. Z a G +34'-0" -� o�z 1i. O ma u p IL I- a m a0 a m U rm m m a I I I -Z LLJ o Q a= 0 0 O L C am m_U c F HALLWAY n TOP OF 3rd FLOOR F 2H PT 1-FT OILnd LEVEL CLG. LINE CD o �y J LL- No" STUCCO ON SELF-FURRING W U L 34 RIB METAL LATH ON FELT OvER THE STAPLLEES (�N. 1 a"�E IMBED SSES INTO ® w ow E TRUSS AT EVERY RIB a 4" O.C. TYP. 0 cD (SEE F.R.C. 2004 SEC.R103.6) ryj &5 J (4 F$.C. 2004 W/2006 AMENDMENTS 5/`a" STUCCO ON SELF-FURRING: w 3411 RIB METAL LATH ON FELT �,y o w c~n OVER THE BOTTOM OF TRUSSES Fil W/2" STAPLES (MIN. 13/4" EMBED INTO = oz TRUSS AT EVERY RIB ® 4" O.C.TYP. ^ CD J 10 (SEE F.R.C. 2004 SEC. R103.6) Of (4 F.B.C. 2004 W/2006 AMENDMENTS _ U bi A5.4 V D p' LIVING RM NALLUJ,4�' pp CD CD � 2nd FOOR PLAN KITCHEN ,,r � D 1st LEVEL GLG. LINE h. a +9 -0 = C 1-1.2 NAVD) fie" STUCCO ON SELF-FU INCz 71 36" RIB METAL LATH ON FELT ' ,,y, OVER THE BOTTOM OF TRUSSES y. MOH rAh` Drawn b �� W/2" STAPLES (MIN. 134" EMBED INTO TRUSS AT EVERY RIB s 4" O.C.TYP.C Project No. ISEE F.R.C.2004 SEC. R103b) (4 F.B.C. 2004 LU/2006 AMENDMENTS Cadd File NO.: PATIO HALLW,d,`1' DATE HALL FOYEi� ENTRY OL TOP OF GROUND FLOOR _ CONST. DEPT REV. 07-8-06 _ � +0'-0" = C 8.2 NAVD) G,4fi�AC�E PERMIT SET 07-28-06 p BUILD'G DEPT. RES. 06-25-07 B m BUILD'G DEPT. NO.2. 07-10-07 B Sheet No: A A LONCTITUTE SECTION A — A A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MK SIZE LOCATION TYPE MODEL MANUFACTURE CLASS DESIGN PRODUCT I have reviewed the below and approved it Engineer or Architect of recored) Lj PRESSURE PRESSURE ATTACHMENT n M ° Name: James Pushouse PE. � n �, � a,n p A l01 PAIR 30M FRENCH ENTRY DR l�J ® PGM DP10/91 PALM CITY MILLWORK IMPACT +54b / -69.0 +60/-80 ATTACHMENT I Registered Engineer 2m311 Z w z �;°� N ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 10 PAIR 3080 FRENCH HALLWAY A 5W-101 P,G,T. IMPACT +54b / -69.0 +60/-80 Structure Engineer of record z z Of o ,M I N 0 g Signed and Sea led W -L.- 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1O3 2880 GARAGE © SW-101 P.G.T. IMPACT +562 / -62b +i00/ -S01a PRODUCT APPROVAL INFORMATION (INCLUDING ATTACHMENTS) SI SUPPLY BY MANUFACTURE ° 1/4" x 3-1/4" LONG TAPGON TO GONG. 1/4" x 3-1/4" LONG TAPCON TO GONG. Z z W ATTACHED DOORS WITH 2" *12 BREW ATTACHED DOORS WITH 2" 12 SREW 104 Ifo'-0"x8'-0" OH. GARAGE © DECADE II RAYNOR IMPACT +52.0/ -63b +10.0/ -80,0 ATTACHMENT 2 CD xlt ANNAM CORPORATION TAKE NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. J m o N DIRECT TO BUCK AT io" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER � J LO AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER BUILDING PRODUCT o � z 6 n¢"x MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. PRODUCT MODEL_ MANUFACTURE ATTACHMENT DESIGN PRESS. DESIGN PRESSURES " Q 0 0 a 201 PAIR 3080 FRENCH BEDROOM 4 O SGD-10R RG.T. 3/16" IMPACT +54b /-692 40/ -80 ATTACHMENT 1 m MULLIONS SH MK-40 PGT M2 F.H.SMS STAGGERED ON BOTH SIDE MULT.USE(4)1/4"x3-1/4" TAPCON 7H BUCK TO CONC. +51.1./ -64.0 +95/ -95 i c� 20 8080 SLDG GL DR DINING RM Op SGD-10R PJG•T• 3/16" IMPACT +52.0/ -63b +64B1-64B ATTACHMENT 3 M ROOF 5 V.CRIMP SOUTHERN METAL MANUFACTURE PANEL SHALL BE FASTENED TO DECK W.MIN.M4 5HARR POINT BREWS WITH HEAD NEOPRENE SEALING +413/ -41.9 IN FILED +50/-50 IN FILED n q 00 20 6080 SLDG GL DR LIVING R1 © SGp_10R P.G.T. 3/16" IMPACT +55b / -62.1 +648/-648 METAL ROOF WASHERS OF SUFFICIENT LENGTH PENETRATE 7HRU SHEATHING MIN.3/16".THE SPACING SHALL BE AT -101b PBF PERIMETER -106.15 P5F PERIMETER ¢o M ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR Q MAXIMUM IS 16"OC.FIELD AND 8" AT PERIMETER AND CORNERS_ ® AND CORNER AND CORNER o 2x6 PT. TO CONCRETE WALL WITH Ix6 PT. BUCK ATTATCHED WITH < . I/2 DIA. EXPANSION BOLTS I/4 x 3-1/4 LONG TAPCON TO GONG. _� MINIMUM UNDERLAYMENT SHALL BE AN AS7M D 226 TYPE II INS Ep WITH A MINIMUM 4"SIDE LAP M< " " �� O 301 PAIR 3050 FRENCH $EDROOM 3 SW-101 m ® P�s.7. IMPACT +54b / -69.0 +60/-80 ATTACHMENT I AND 6 END LAPS.UNpERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TIN-CAPS AND z oe_ 12 GAUGE 1-1/4"ANNULAR RING-SHANK NAILS,SPACED 6" O.C.AT ALL LAPS AND TWO STAGGERED W g 16" O.G. 6" EMBEDMENT ATTACHED DOORS WITH 2" 12 SKEW LL" 0 BOW SLDG GL DR MASTER BED © SGD-10R P.G.T. 3/I6" IMPACT +52.0/ -63b +64B/-64.8 ATTACHMENT 3 ROW 12'°O.C. IN THE FIELD OF THE ROLL.OR,ANY APPROVED UNDERLAYMEN7 HAVING A CURRENT NOA. m SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER � AND AT 12" AT INSIDE. AND PER LU z ALL WINDOWS,DOORS GLASS ARE IMPACTED GLASS,NO SHUTTER REQUIRED 3 MANUFACTURES SPECIFICATION. A 101 6030 TRANSOM ABV O PGT-101 PGT IMPACT +515./ -638 +66.1/-80.0 ATTACHMENT 3 M K SIZE THK TYPE FIN. MAT'L FIRAME THRH REMARKS L 1 OPENING ATTACHMENT E N 10 25 GSMT FOYER lO PGT-101 P.G.T. IMPACT +62.4/-61.1 +66.1/-80.0 L I 213W 1 3/8" A paint S.c.wd. wood // \k i I LLLJ 11 Z • • Fm4� LLQ0 103 25 FIXED FOYER 10 PGT-101 P.G.T. IMPACT +62.4! -61.1 +66.1/ -800 1 1 v 1 q w a N O 2 2880 13/4" A paint oz.wd. wood 20.Minutes and provide closer/garage 4 house 1 I Ir I 11 o Z Z it n rn M N.T.S. 104 25 CSMT FOYER 10 PGT-101 P�•T I r-r, I I _ w �n I Z a IMPACT +62.4/ -61.1 +66.1 1-800 3 28W 1 3/8" A aint aZ.wd. Wood ® verif w/elevator contractor for size re u1re. / I I I 1\ 11 � Z w (n_J L I O �N p y q / i i-rl \11 a Q c� �N vi '0 4a 213W 1 3/8" A paint B.C.wd. wood \ 11•-1a/� Q c�i--� > O 201 I/, 33 CSMT 5EDR14 0 PGT-101 PGT IMPACT +62.4/ -61.1 0 101 1 y 1I d Q O w 4b 2880 bifold 1 3/8 D paint S.C.wd. wood I 1 I U • � mv� Q � MI p02 6014 TRANSOM A$v $EDR14 2O PGT-101 IMPACT +55.9./-62.4 +80�J/ -80� I 1 r I I z 3 z .. 2 5 213W 13/8" A paint S.G.wd. wood \ i;`r� i� It - cnoZ < C 20 /i 33 CSMT BATH RM4 ® PGT-10I IMPACT +62A/-61.1 +66.1/-80.0 \ / I o In a o x Q o 6 2880 1 1 3/8" A paint S.C.wd. wood marble marble thrh a bath only ---�I 0 o Z N°m aCj� K 1; 35 CSMT m 0 POWDER R1 O IMPACT +59b./ -193 +66.1 / -80� TEMP. z � � K 1 2880 1 3/8" A paint s.c.wd. wood ® verify w/elevator contractor for size require. GLASS a O O Z 2 2'-2" x 1'4'FIXED ABV STAIRWELL O IMPACT +64A/-69.1 +66.1 / -80D 8 2480 bifold 1 3/8" D paint S.C.wd. wood Il � N E>(T.STUCCO 0 2 25 CSMT STAIRWELL O IMPACT +62A/ -61.1 +66.1 / -W.0 p 9 24W bifold 1 3/8" D paint sc.wd. wood 0 = • �ONGi?E E EsLOC: 0 13T3'-1"x I'-&"FIXED ABV STAIRWELL ZO IMPACT +64.4/ -69.1 +66.1 / -80Z „ p U .3 10 2880 13/8 A paint oz.wd. wood marble marble thrh a bath only a Q 25 FIXED STAIRWELL 20 IMPACT +62.4/ -61.1 +66.1 ! -800 11 6080 dbl of 13/8" D paint s.c.wd. wood • m SOLID GROUT ® 25 CSMT STAIRWELL 10 IMPACT +62.4/ -61.1 +66.1 / -80.0 \ \ z o 12 26M 1 3/8" A paint S.c.wd. wood rrr---111 z Z 2 I/2" PIAJ',��, 410� 25 CSMT LIVING ROOM IO IMPACT +62.4/ -61.1 +66.1 / -80.0 0 13 40W dbl bF 1 3/8" D paint s.c.wd. wood o Q 0 J EXPANSIONA16'OOGLTS 211 3'-I"x 1'-4"FIXED A$V LIVING Roots O IMPACT +64.4/ -69.1 +66.1 / -800 J 6" EMEs. DOOR RECESS � 14 2680 1 3/8 A paint s c.wd. wood marble marble thrh® bath only LIJ rn • 141 212 6' 0" x I'-4"FIXED ABV LIVING ROOM O IMPACT +55.9./-62.4 +800/ -800 15 213W 1 3/8" A paint oz.wd. wood p N • m DOOR STOP 213 Y-I"x 1'4'FIXED LIVING ROOM O IMPACT +64.4/ -69.1 +66.1 / -80.0 z I6 2880 13/8 A paint sc.wd. wood O 214 25 CSMT LIVING ROOM O IMPACT +62A/ -61.1 +66.1 / -80,0 pi 11 2680 13/8" A paint s.c.wd. wood marble marble thrh S bath only IL I TREATED Q 215 V-0"x 1'4'FIXED ABV DINING ROOM O IMPACT +55.9./-62A +80.0/ -80.0 � 18 6080 dbl bF 1 3!8" D paint Sc.wd. wood C D 2x6 NAILER 3 216 D25 CSMT DINING ROOM 1 IMPACT +51.1./-640 +66.1/-6 O O 9b 19 2880 biFOld 1 3/8" D paint S.c.wd. wood DOOR- 211 l2B'-1" x 1'4'FIXED ABY DINING ROOM O IMPACT +62.4/ -61.1 +66.1 ! -80� u SEE SCHEDULE 20 2880 1 3/8" A paint S.C.wd. wood 218 36 CSMT KITCHEN O IMPACT +562.l-608 +66.1 / -bgb p H DOOR TRACK I 21 2680 13/8" A paint S.c.wd. wood marble marble thrh+ bath only By DOOR MFR. 218 25 CSMT LAUNDRY RM O IMPACT +62.4/ -61.1 +66.1 / _WZ 22 8080 dbl bF 1 3/8" D paint oz.wd. wood 0 DOHmI-®z a / 23 26W 13/8" A paint S.C.wd. wood ° 0 301 1/a 33 C.°MT BED RM 3 0 PGT-101 IMPACT Of< " +62.4/ -61.1 +66.1 ! -800 24 2880 1 3/8" A paint S.c.wd. wood marble marble thrh B bath only O a v = H1 GARAGE DOOR JAMB 3 I/s 33 C511T BATH RM O IMPACT +62A/ -61.1 +66.1 / -80.0 (f� �3 � 0 35 CSMT HALL I IMPACT 25 2680 13/8 A paint Sc.wd. wood (� a O O +512./-63B +66.1 / -69b 26 40W dbl bF 1 3/8" D paint SZ.wd. wood Z W Z y N.T.S. C1 I/ 35 CS-IT - - `� <0 Zr Z 0 2 MASTER BED 1 IMPACT +59b./ 193 21 4080 dbl bF 1 3/8" p paint Sc.wd. wood w ;F G nu p 05 a5 GSMT MASTER BATH O IMPACT +59b./-193 +66.1/-800 28 PR40W 13/8" A paint S.C.wd. wood W a200 � 4030 FIXED MASTER BATH O IMPACT +61�./-66b +66.1 / -80� 29 2880 1 3/8" A paint S.c.wd. wood ® verify w/elevator contractor for Size require. � 30 35 CSMT MASTER BATH O IMPACT +512./ -638 +66.1 1-69b 30 2480 bifold 13/8" p paint sc.wd. wood Z O O _1- IAll' 2 P.T.FURRING W/ INSULATION W 3 f.r C&`if BEDRM 2 O IMPACT +512./-638 +b6.1 /-69b 31 24W bifold 1 3/8" p alnt sc.wd. wood •° o GYP.5D. I/a GSMT BATH RM 2 O IMPACT +59b./ -193 +66.1 / -W.0 p O E ca°m m G - 10 INTERIOR DOOR & OPENING %� °FINISH - SEE- CONCRETESCHEDULE BLOCK 2x4 PT 5uCK EXT.STUCCO NOTE: l�)EXIT TH SHO SHA NOT BE MO HAN 11V2"ATTACHMENT ALL WINDOWS,DOORS ARE IMPACTED GLASS,NO SHUTTER REQUIRED N.T.S. t O a CORNER BEAD SEALANT �---__�I / SEALANT / I �\ I 1 I IR"GYPSUM BOARD ON FOIL BACO O ALUMINUM I I I I 11 ® ® INSULATION ALUMINUM FIXED GA56 LJL WINDOW - SEE I I I I1 SYSTEM WITH ALUM. I F-I�� VI SCHEDULE / I I \ C CONT.7ESEAL AN PIECE I"xP.TRJRRINC31/4"BHIM SPACE ~ 1 1 1 1 CONT.SEALANT AN05ACKER / I I I CORNER BEAD N GROUT BED L SE z I L_L-I 1 5/8"GYPSUM BOARD U E 11 1 I/ I j 2"x4 P.TIWOOD BUCK O Q w L LU O 101 I T \ I F-I-/y = _ CONT.SEALAN a BLOCKING I� GONT.SEALANT _ I I b 1/4"SHIM SPACE p F�1 \ I L/ 1 II ° 4 � J I 4 •; i PGT(OR EQUAL) .. , WAL01-08A I I{ I I CASEMENT WINDOW 1/1"GYPSUM v ° POUND CONCRETE SILL NN L� ~ \ 1/L_L I O O BOARD ON 1"xPT C/) pro w � JL_ FIBBING d c!3 Z GONT.SEALANT '� ° .'•t a STUCCO FINISH R42 FOIL BACKE � O TEMP. cn A GLASS INSULATION v Of STucco FINISH .,,:.. "t' CONCRETE MASONRY UNIT D 1 S . IHUNC WINDOW . MEAD NOTES: CD 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. I�/ W N.T.S. JAMB SIMILAR 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. �iy _ 3. PRODUCT APPROVAL INFORMATION( INCLUDING ATTACHMENT)IS SUPPLY BY THE MANUFACTURE O V) ANNAM CORP.TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. D - 10 FRENCH DOOR JAMB D - 1 3 FIXED WDW . SILL GLAZING NOTES: S. N.T.S. HEAD, JAMB SIMMILAR MOH ALL WINDOWS, DOORS MUST HAVE TURTLE TINTED N.T. S Drawn by: HVN GLASS (45% MAXIMUM LIGHT TRANSMITTANCE). Project Na. C ALUMINUM WINDOW - SEE INT. VERIFY EXT. SCHEDULE Cadd File NO.: SEALANT I ' CAULK 3-3/4" 3-3/4" IN-SWING DOOR CORNER BEAD SIMILAR ' s I"xP.TAII�ING �A�LK- 41 DATE D DOOR-SEE d IR"GYPSUM BOARD MARBLE SCHEDULE • '� � ON FOIL BACKED CONST. DEPT REV. 07-8-06 STOOL Q d d POURED n G. INSULATION - CONC.SILL ••a. � �d• .d - INISH- r'' �� � PERMIT SET CONCRETE MASONRY UNI I '• SEE DULE ALUMINUM -- - m BUILD'G DEPT. RES. 06-25-07 B I = 77 - SEALANT ® BUILD'G DEPT. N0.2. 07-10-07 STUCCO FINISH - EXT.PLASTER 2"x 4 P.TI000D BUCK W CONT.SEALANT CORNER BEAD a Q PGT(OR EQUAL) � IR"GYPSUM BOARD FINISH - GONG T CASEMENT WINDOW SEE RE E SLOPE GONT.SEALANT SCHEDULE BLOCK I/S"PER I/4"SHIM SPACE Ix2 P.T.FURRI W/INSULATION WAL03-02A 1/2"GYP.50. p 'A. , CC7MPRESSIBLE FILLER Sheet N O: CONCRETE BLAB DTH02-0) S HANG WINDOW . SILL EXTERIOR OPENING SCHEDULE A - 1 0 FRENCH DOOR SILL A - 13 FRENICH DOOR DEAD A N.T.S. AT CONCRETE WALL 1 /4"= 1 '-0" N.T.S. N.T.S. of --sheets 1 2 3 4 5 6 0 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LINTEL SAFE LOADS TABLE ( CAST-- CRETE ) NOTES ui w � LINTEL VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS w w LENGTH OOF LINTEL GRAVIT" - UFLIFT LATERRAL TAPE AND WINDOWS BEFORE CONSTRUCTION-NOTIFY ANNAM CORP. IF Z rn (� %`o�"�� 14 3'-4" 2231 1569 1025 8U8 CONFLICT EXISTS_ w _0 w W MN'' N 4'-0" 1966 1363 765 BUB ` TOP OF BEAM TOP OF BEAM GB_1 GB_I CB-1 Z Z W Rio_ O °°��Z'# O J m J vi<�o CB-5 EL. TO24' 6 EL. 25'-fd LB_1 LB_1 LB-1 m 4,-6„ 1599 1207 592 8 U 8 0°0 °°°0°0°0°°°0°0°°°0°0°°°0°°°0°°°0°0°°°°°0°0° °°g °°°° °°°0°000°°°°°000°°° mmm� ■ V°°°°°°°°°°°°°°°°°°o°°°°°°°°°°°°°°o°°°o°o°°°°°°°° ■ °°° °°°°°°°°°°°°°°°°°° ■ ■ ■ ■ ■ i■ ■ ■ ■ ■ ■ ■ ■ ■ o g Z `"X 5'-4„ 1217 1016 411BUB CB-5 - - - - - - - - - - - - - - - W _u_ 5'-10" 1062 909 340 8U8 - - - L10 — 2-2x8 T. W/5/ "x2 CB-1 Q O °° I I I I © �I I NCNO BOLT � 24" .C.) � U m U. gug IIII I I I I I I I I I I © I �EDCsEi�: CTYP. I I I I 0 1 7'-6" 743 727 424 8U8 - - - AS1 III M g0g - _ _ I I I I I I I I 9'-4 554 591 326 8U8 ggg IIII I I I I I I I I I I , , OD �g 6 I I {� 1 0'-6" °° - S - - 24" FLOOR T USS SY TEM m< °0° I w 530 284 8U8 I I I I I 2 " O.C. T PICAL - -- G� W IIII I I I I I I I I I I I ■ II IIII AS 1 m BEAM SCHEDULE o I I I I I _ - W - - — I ( I 6 SLOPE 2 ( I I I I I I 3 go: o g —IIII I I I I I I I I I I I I I I I I I I II IIII o °° CB = CONCRETE TIE BEAM WB = WOOD BEAM ogo BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM ago L (� III I I I I I I I I O C3-2�C12 HDfv) I I I I I I �-�-1 II _ IIII z • • Hml7�- Lt Q LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 0 EL 00 _ O O' _ _ I I I - o (� Z w �M O U o00 ,L —I 2xC BEARING WALL I I � _ _ I Z 2 w M i I O - ° W/2x6 STUD 16 O.C. 4x4 POST I ( w ggg - - - - —IIIII I I I I I I I I SEE DTL AT A 13,[�-13 I I I I I I I I ■ II IIII Q Q C9 4N (� 7) 10 MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS gg° — w a ic— > o Do-0 o — I I $ G-13 SHEET A-42 I I _ _. a Z o �� STANDARD TIE BEAI`/ Q g°° 6 I I . CB-1 8" x 12" 2- # 5 2- # 5 - MAY POUR DOWN T T0� uwl ogo _ - _ - IIIII I I I I I I I I I STAIR WELL I I I I I I I I - - N OF WINDOW *ADDS goo ICD Z n 0°0 - - - _ —I I I I I ELEVATOR EA1SI - ■ o z N°a-8" x 12" 2 # 6 2 # 6 #3 HOOPS @ 6" O w "0 � qj nnl I I I I I I I I I I I I I I I I I CB-1 Q 8 �( °°° / l g ti� G3 CT EDCxEL YP LB-1 aw8" x 20" 2- # 5 2- # 6 #3 HOOPS @ 8" Ogg - - - ��, tip. - - - _ = _ _ = = I ■ ■ ■ ~ ~ N `0 _ _ _ ■ U Zo n Q - -IIIII I I I I I I I � O U CB-4 8" x 24" 2- # 6 2- # 6 2- # 5 #3 HOOPS @ 6" �. w - C I I I G10 I I I I I I I I I I 4� Cr' m m 0 = CB-5 8" x 30" 2- # 5 2- # 6 2- # 5 #3 HOOPS @ 8" C.C. p - -� �1 - - - — AS1 a Q m O� W _11 _ _ IIIII I I I I I I I I I IJLOORW o - — 24 T USS SY TEM zZ8" x 36" 2- # 7 2- # 7 2- # 6 #3 HOOPS @ 6" C.C. L 2 " O.C. T PICAL w Q= o 0 CB-7 8" x 12" 2- 5 2- 5 3 HOOPS @ 12" O.C. - - - nnl I � 0 z 3 # # # U I I I I I I I I I I I I m W z I I I I (2-2x$ PT. LU/Fp/B"XS" I I I I I I u N W a GB-8 8" x 36" 2- # 8 2- # 8 2- # 8 #3 HOOPS @ 6" O.C. I ( ANGN R BO T e 24' O.C_) O - 1 N W BEARING ELEV LED ER CT P.) O LB-I 8" x 8" 1- # 5 PRE-CAST LINTEL CB-5 11116. L10 GB-1 TYPICAL TIE BEAM U.N.O. �B-i CB-1 TOP OF BEAM 111 25'-O" ERG, [B-1 L B 1 �T °ggg°g°g°ggg°g°g 2 4 4 T❑ 2 4 -6 B R G - AS1 EL. 25'-Y/" o 0 0 0 0 0 /_ // // �� LB-2 8" x 8" 1- # 5 PRE-CAST LINTEL WALL SHEATHING & NAILING NOTE I 23'-0" ERG. H 1. 19/32" MINIMUM A.P.A. EXTERIOR EXPOSURE 1, C-D GRADE PLYWOOD, INSTALLED PER MANF. RECOMMENDATION & NAILED WITH 8 d RING-SHANK NAILS Q 6" O.C. IN FIELD & 4" O.C. STANDARD C M U WALL o U 1. ALL LINTELS TO BE BY CAST CRETE AND ON PANELS EDGES. POURI=D SOLID W/ BLOCK AND BEAM ABOVE < N G — 1 3rd FLOOR FRAMINGir Q 106 �NEUI"I,�T I C F,4STNE R LEGEND ��� 1/4 ' =1 '—0" --J z o$ FNEU1—IATIC FA&TNERS = ITUJ R,4115 T / RED�4EAD - os< G A PL-IGATION SIZE T1'i=E SFACING iREI"11ARKS TOP OF BEAM TOP OF BEAM TOP OF BEAM TOP OF BEAM oa 1-ITL- STRAfi TO CONC_ .300 HD SERIES MIN. 3 PINS m-143" DIA. SHANK CB-5 EL. 10'-4" TO Im'-6" EL. 11'-m" HB CB-1 TYPICAL TIE BEAM U.N.O. E- I1 -m" EL. l'-6" Q off= HB _J E c 7/S WASHER MIN. 2 FRO _ _ _ ■ _ ■ ■ - _ ■ _ _■ _ ■ ■ ■ ■ _ ■ ■ I■ E o BLOCK OR TIE BE 4M 11/2" LONG 1524 PER STRAP EDGE OF CONC. NON BRG. WALL SILL 3mm HD 5/32" DIA. S�IANK - C� x �T ' - - - - '- - PLATE TO CONC. SLAB I/S" WASHER SERIES 12" O.C. W/HEAD W/ " R " - - - - - - - TO OF BEM AN H RR OLT a 24'' O.C) m" I I I I I o� � AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP _ _ _ - _ L1 0 _ _Inl I I I IEL. 11'-0'I I I L DCxER (TYP.) I I I I I I ■ _ r AS1 1 IETAL LATH UJIRE �,4STNERS _ FN U=FAST CO. � - - - - - _ - - � � ■ ��� CJL 6 n IIII d) I I I I w I I I I I I I I I I I I I O E ,4PPL IC�AT I ON SIZE T T f=E 5FAC ING REM,aRKS - - 0 � 16 GUAGE W/ �o" APART SEE F.R.0 2:aa4 _ _ _ _ _ _ } LUI1 .E LATH MIN. 1 i lml - 1 SIDE LAPS cx - - 14 � SEC. R.-f D3.ro � PENETRATION 9" APART ASTM G 2� AND x III I I I I I 24 FLO R TRUS SYSTEM I I I I ;;;; I _ - n - - - ■ I 24" O.C. TYPICAL ' _ -r- p 16 GUAGE W/ _ ro APART ASTM 1mCo3 J (L - - - — o I I I I I I 3/8 RIB t-I TL. LATH MIN. 1 a 101 1 SIDE LAPS R ' _ PENETRATION 9 APART - - _ _ _ _ In I I I I I I I IL (YI I I m :.':;; _ _ _ - w W z - - EL. 10'-6" STEP UP 6" G __ I _ C1„INT ROOD TILE _ COLLATED NAIL-5 d o B �I I GT _ �_ w ATLAS r, Z W IIIII I I I I I :;;, I Q O 0 E - - - - 6' - - - 8' II' 3" u, w J 1ARi=L I CAT I ON SIZE fi`1'"RE Sfi=AC INS REM,4RKS j I I � � A �I G LV. PER TILE SEE F.R.C. 2ma4 CQ ca ca I I I I I I .�;:�I FLAT OR S TILE 3" x .12m" RING MIANFU SEC. ReO53.5 U - - - - - - - -iuu I I I I I I I I _ _ � � W � SHANK SPEG'S AND 130E 3.w 2 EL. II'-(D = _ _ _ - _ r z - - - - - - cv C4 (3-2x12 HDR) I I w � C)of Cn ' II IIII ■ 00 /UJr4LI= 5 I 1- TI IN _ ATL AS COL=L AT D NAIL= - � Q - � _ _ � _ IIIII I I � I I I I I I STAIR WELL C4 (3-2x12 HDR) I GAT ION - _ _ _ _ _ ELEVATOR i=PL N SIZE T'I'FE SF ACING M/+RKS RE � IIIII I I � 5/8" Sd U N U IIIII I I I I I I I I I I I D 2 lia" x .131" COATED EDGES - 4 SEE F.R.G. 2004 - O - - - - " - Gs LE CsER C YP.) I ■ (AFA 1e/32 PLN SH ROOF - 4" TABLE R�m2.3 IIIII I ( _ - _ _ � u _ ■ ■ ALL ROOF / UJALL SHEATHING NAIL.E® 4" O.C. W ° _ I I I I 1 1 u I G-7 I I I I I I I I I I - - Ini TOP OF BEAM NOTES: - I w I I I ` EL. -6 W MOH Drawn by: I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 6„ - A�� p °�' - - HV� 2ANCHOR SHEETS, ASPHALLES 3HALL NOT BE SSHHINGLES OR T N CAPSED FOR THE NSTAPLESS ST OF RHALL NEOT - - I " w IIII LL n L SLOPE 2 r;(; () I I F:ii ( ( 0 Project No. BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. \ I I I v _ IIIII I l U ::;:`,: I T {� OF BE M I I I C 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS - - - I I C2-2x$ PT. W/ /8 x8 I I I I I I I I IIII Cadd File No.: EL 11'-O' ANCH R BO T e 24' O_CJ I TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. LED R O I ;:; 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. :: :,.:::::. - - - - - - - .. ■ ■ .............................•.....•.. _ ::::::::, ■ ;,i:ii:(:ri?;;,!i: :;d:,;isr:,`:.......:•:;i•::......:ri}::;;iiiii:i:i:(ii?i;' ■ ■ ■ ■ ■ - THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY GB_5 TOP of BEAM CB-� CB-� L10 HB I CON TT CTOIRi �XO 'T AN DATE 0 GB-1 GT , BEARING ELEV ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY EL. 1m' 6 EL. II'-m LB-1 CONST. DEPT REV. 07-8-06 OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) AS1 TOP OF BEAM TOP OF PLATE 7'-6" ERG. PERMIT SET - 1 BUILD'G DEPT. RES. 06-25-07 LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN ROOF AND FLOOR LAYOUT PROVIDED ON THESE PLANS ARE TO BE EL II'-011 EL IT-O" m BUILD'G DEPT. N0.2. 07-10-07 DESIGNED BT' RATIONAL ANALYSIS FOR THE ACTUAL LATERAL NOTE: USED AS A GUIDE FoR BEARING DETER"IINATION, FEASIBILTY AND 8'-6" ERG, g LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS ARCHITECTURAL AIDE, TRUSS MANUFACTURE IS RESPONSIBILE FOR LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE LAYOUT, SPANS AND ALL TRUSS TO TRUSS CONNECTION. ANY DISCREPANCIES 1O'-4" T❑ 10"-6" ERG. POURED SOLID W/ BLOCK AND BEAM ABOVE FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE MODIFIED OR APPROVED BY THIS ENGINEER 11'-O" ERG, AND THE ARCHITECT PRIOR TO THE FABRICATION OF TRUSSES. MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 400 LBS PARALLEL TO WALL = 360 LBS Q � STANDARD CMU, WAIL Sheet No: G 14 GENERAL NOTES A - 1 2nd FLOOR FRAMING & LOWER ROOF Q�o� � 1/4"=1 '—of) of --sheets 1 2 3 4 6 7 8 9 1 0 1 1 12 S 14 15 '16 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 USP TRUSS ANCHORAGE SCH F_ U �E LATERAL BRAGS w � N POURED LONG_ BEAM W Li M M N O R EQUIVALENT HARDWARE PROD U C T coNTlNuous BARS ExTEND ro w z N in W OD WITHIN 1 1/2" OF FORMS FOR BEAMS, #5 REBAR(S) AS z U) '"''°° MA NUMBER OF a a, 2" FOR FTGxS SEE SCHEDULE UPL TRETABLE z O w z STRAP DESCRIPTION UPLIFT FT Lbs REMARKS LATERAL FI LATERAL F2 r o D 10d CAM_NAILS U " 4& 46• e I• .a AT CONTRACTORS OPTION, PROVIDE z z °3 O�^ USP HTA20 (6) 1 Od 980# 590 bbo CORNER BARS SAME SiZE 4 NUMBER AS F- A 590 bso BEAM OR FTG WiTH GREATEST TOTAL G.M.U. WALL z U) w $ USP HTA20 (9) 1od 1480# i AREA OF STEEL iN LIEU OF STD 90• ACI o <�x a NOOKS 0 LAP BARS 48 BAR? EACH LEG. v Q p � �o a a C USP HTA20 (10) 1Od 1500# 590 660 U LL T`fP_ WOOD T USSES , •',, m (W B 1"fEl"iaE S) STANDARD 90" AGI HOOKS POURED CELLS) W/1" p USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 5 BAR CONT. FROM M USP HTA20 (2) (10) 1 Od 3000# (ONE PLY) 1180 1320 c — Q BEAM TO FTC. e ° a 0 PERMANENT WEB DIAr_zONAL v ' d ° a F USP RT16 (8) 10d E.E. 1030# 645 650 GROSS BRACING ° d a •' ,, • a ADD 2-16d TOENAILS FROM 4 m a (� USP RT24T OR RT24TF (5) 16d E.E. 900# TRUSS TO WOOD BEARING 500 500 a as Z w G G e, w M H USP RT24T OR RT24TF (8) 16d E.E. 1255 ADD 2-16d TOENAILS FROM 500 500 # NOTE: AT BEAMS W/ CONC 3 TRUSS TO WOOD BEARING USP HTT22 (32) 1Od 5370# (1) 5/8"x 12 E.B. - - COLUMNS BELOW 4) NOTE: ACTUAL BLOCK LATERAL BRACE HOOK BARS DOWN INTO COURSES MAY VARY L J USP USC OR EUSC (8) 1od E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - COLUMNS $ LAP 'm VERTS I K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L • • W- L0 Q a USP LUGTC2 1350 (10) 10d TO TRUSSES, (8)10d TO 575 575 — — Z W w"o O Q z W �Nrnm .a L (20) 10d # TO STUDS & (2) 10d TO PLATES L 5 PERMANET BRACING E CORNER SEAM 1 2 STEP DOWN TIE SEAM � Zw �L�N 0 M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)1 Od TO 3965 3965 Q Q Q _,�� TO STUDS & (2) 10d TO PLATES N.T.S. IN THE PLANE OF THE WEBS NTS FOOTING SIMILAR p a Q 0mL� o [O�M • `'(O V po HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S v3i o w Q J SPECIFICATIONS (RE: 2005 UPS CATALOG)PRRS MAY BE USED IF STRAP SIZE,GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. o z N°a Lfr ERECTING THE TRUSSES TO INSTALL ADEQUATE BRACING z H C' I 16d NAILS Notes: TO PREVENT TOPPLING OF TRUSSES. FOLLOW ALL Q W m 1. Where more than one strap is used, multiply the uplift capacity by the n1-'ber OF straps. APPLICABLE RECOMMENDATIONS IN TPI PUBLICATION lbd NAILS Example: * of straps 2D Mark 2xl2401bs = 2400 Ibs uplift capacity ' HIB-91" N U = v W U N 2. The uplift for each truss/girder is less than or equal to the uplift capacity for the (3)2x COLUMN WITH lbd NAILS g 8" D.C. � �° specified anchor_ (4)2x COLUMN WITH 16d NAILS a S" O.C. a ' 3_ All truss to concrete connections to be MARK A, unless otherwise note-0- (This means BRACING NOTES: EACH FACE AND NAIL PRIOR TO ERECTION EACH FACE AND NAIL PRIOR TO ERECTION W d that any unmarked trusses have an uplift range from 1 to SOO Ibs). z ZCL J 4. All truss to wood connections to be MARK 1, unless otherwise noted. (This means that PERMANENT 2" X 4" DIAGONAL BRACING IN THE PLANE OF Ibd NAILS Ibd NAILS trusses have an uplift range From 1 to 14�5 Ibs)_ THE NEAREST WEB MEMBER CONNECTION WITH (2) 16d ° Q U any unmarkedp g z NAILS IN EACH WEB IN A T LEAST 3 TRUSSES AT APPROX. w z 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ ( ) of LJJ to TM engineer's approval 46 DEGREE ANGLE. (REF: HIB-91, Fig, 37, 38 & 39). 4 STUD WO 0 D COLUMN 3 STUD WO 0 D COLUMN N PERMANENT BRACING IN THE PLANE OF THE STRUCTURAL (ASSEMBLE PRIOR TO ERECTION) (ASSEMBLE PRIOR TO ERECTION) BOTTOM CHORD OF THE TRUSS. CONNECT WITH (2) - 11d GABLE END TRUSS(IF ROOF PLEA NAILS IN EACH TRUSS (ROOF ONLY). PROVIDE 1/8"SPACING AT PANEL EDGE8 APASURE ,C- H - 8 BRACING NOTES H 12 NAILING DIAGRAMS EPA 40aE I,C-D PRE-LNG WOOD TRU88E8 PLYWOOD SHEATHING \ •24' O/C(SEE ROOF PLAN) N.T.S. N.T.S. z o 0 '�� \\ \\\\ \• \ '� Q N \\\ \\\ \\\ 12 34 0 BRG, Z zy o /� fr�� V U Z Q 7 G \\\\\\ ® \\> L10 2518 1190 A Q = o \ \\ TOP OF BEAM STANDARD CMU, WALL TOP OF BEAM Qmoo PROVIDE 2x4 BL \\\\..\ p \\\ AS1 EL. 34'-0" 1®(om �60 EL. 34'-0" LL v av ALL PLYWOOD SEAM8 \ BETWEEN IBT(3)TRUSSES \ ° NAIL BEAM w/10d +4"O/C \ \\ LATERAL BRACMG IF EACH BIDE OF BEAM \ ` REQUIRED(SEE TYR \\\\ ® WALL SECTION) ��Z `\. NAILII��G SCHEDULE (MOCKING PIAPHT�rM) I CB-1 Z O o I/Ib"SPACE AT 1 EpGE NAILING 10d +4" C.G. PANEL ENDS /�% //� / /J�'/ `/��%/ J�C/�//� /' J % ■ ■ ■ ■ I■ ■ ■ J� �C,'J� '/J� ■ ■ ����/ Q O 2 IN'-ERMEDIATE NAILING 10d +b" OC. - ■ W —� O o. Qp I o r C a o u << 3 5011CDRr NAILING 10d + 4A OL_ w o Ji I �— L`o 0 WOOD FASCIA CSEE ® CORNER NAILING 10d •d O.G I TYR.WALL SECTION) m '� \ III I I I III , O w F w/(2)16d TO EACH O J TRUSS END BOND BEAM 010 w TIE BEAM(sEE /� III I TOP OF PL TYP.WALL sECfION) ` I I I 111 I I I I I I I I I I I I I I I I I III I I ' ■ EL. 133'- O I I I I I I III II _ _ ,I T D E T A — >n III I I I I I I I I I I I I I I I I I I III I I ROOD SHEATHING ATTACHME (' - .. - - � - III - � � III I II �� � � I Fil I III I ~III �� W 4 �� - - - I I III ✓� Z u1 W C� o E i-I I P END y - - - ,� LQ (Q O W li [ J �I I I III �J III LL �/ I I III �� III AS10 O w Z / I I �i ■ - - - I O 2 I III U U D i i _ I � III ` TOP OF PLATE � II I I \ EL. 33'-0" cr) Top F PLAT II I ,,J II ' I I I I I I I I I I I I I I I I EL. A•7'-4" I I I I I I ■ I I ■ _ - ■ ■ I ( I I I I I I I I I I I I � - - - - I I � GA5LE END ■ III I I I I I I I I I I I I I I I 1 I I I I I I I III J J �� 0 Drawn by. I I "VN � � TOP OF PLATE C ¢ , Project No. EL. 47-4 J� i III I I I I I I I I I I I I I I I I I I I I III ��� ([� 2'-O" 4'-0n 2'-O" - - _ a_ w / I I I I I \ J LJ m Cadd File NO.: ■ / 1 III I I I I I I I I I I I I I I I I I I I I I I I III I \ - o w DATE I ---- I DIRECTION ■ ■ ■ ■ ■ ■ ,y,yy,, ■ ■ �C` ■ ■ ■ ■ ■ w I I OF I I OR�G 5 I I I I I I I I I I I CB_1 I I I I I 1 - , - Q o CONST. DEPT REV. 07-8-06 GE3-1 I I I I I I I I I III I 24" O.C. ` ` ' a CD - PERMIT SET 0 TOP OF BEAM TOP OF BEAM F _ �, �� _ o w B EL. 34'-0" B EL. 33'-0" 416 TYP. E DIAPWRAGt'1 BOUNDRY p imam PL >'IIJOOD FLOOR/ ROOF SNE.4R 17/,4P�f,4C.7/"/ SGNFDUL E 2518 EXTEND 2 xb° STUD AT EACH CORNER OF e CUPOLA AND AT CENTER TO BOTTOM CHORD THESE PLANS AND ALL PROPOSED WORK AND NAIL TO TO TOP 50TTOM CHORD OF FRAM'G, MIN. NAiL SPACING ARE SUBJECT TO ANY CORRECTIONS TRUSS W/4-16d NAILS. PANEL TRUSS PANEL a D IAPH * OTHER COMMON REMARKS CzRADESPCCs. THICKNESS E30UNDRIES PANEL EDGES � NAiL SIZE REQUIRED ICY MELD INSPECTORS THAT L � EACI-I CORNER APA RATED „ MAY BE NECESSARY 1N ORDER TO PROVIDE 2-2"x6" "CAT5" AROUND PERIMETER 92,a Sheet No: ROOF SHEATHING 21-0 IS/32 (o a ZONE 1,2 6 a ZONE i UNBLOCKED DIAPHRAGM COMP1eY`�IIHA��'APP�'ICADLECCpES- OF COPULA W12-I6d NAILS AT EA.END INTO I EXP. I MAX. MIN. 1 Bd U.N.O.ON PLAN TRU5S TOP CHORD OR STUDS. 4" g ZONE 3 6" m ZONE 243 A FLOOR APE TRHAING 2'-0" 2 LAYERS "S F.�l. SCREW 6" OC_ T4G GLUE AND SCREWED q 1 EXP.I MAX. 5/S" 3/4" U.N.O.ON PLAN [A - 4 ROOF PLAN CUPOLA NOTES: FIRST LAYER 3/4" PLYWOOD PERPENDICULAR TO THE TRUSSES //�� SECOND LAYER 5/6" PLYWOOD FOLLOW DIRECTION OF THE TRUSSES AND 5TAGGER 1 /4 1 ,—O„ of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 STANDING; SEAM METAL ROOF Li D_ N OVER 30":-:ELT, TIN TAGGED n o TO APA 4�/20 5/8 EXPOSURE I r) F-'trn"' ATTACHMENT PER MANUFACTURE w L z "'m D N 3r%" METAL PLATECf)z rz)F),� 11� TOP 4 SOT. SEE ANCHOR SG-IED'',JLE w O W w N, � � r ROOF PLAN FOR T!Lz DOWNS— PRE-ENGs. ROOF = 0 1� Cl) TOP BARS STD. HOOK 4-5/8"0 WEDGE ANCHOR TRUSSES 6 24" O.C. 0 U) O z Z�M 36x DIAM. 3$/s" VERt. METAL C25 c3.) / MIN. 4" EMBEDMENT z � z Q FIRST in STIRRUP STUDS a 1(o" O/C g INTO CONCRETE. DRIP EDGE L ? CD J INSUL_ AT SELECTED AREAS 411 z w (/) � �Q.. II II UNCONDITIONED SPACDES --GIRDER TRUSS �� MM. R-30 CLG. INSUL. O Z w a 2 x U Q O o oil VERIFY w/ CONTRACTOR / m ,� TOP OF BEAM VARIES m (SEE ROOF PLAN) 2" —USP PA28 TRUSS ANCHOR _ 0 P.T_ 1x2 ON M BOTT. BARS I/2" GYP. BD. OR /2 M.R. (GREEN) GYP BD. W/24-16d NAILS �' m zx8 R.S. CEDAR • I • a 0 O 0 P.t. lx3 FIRESTOP CONt. a 0 AT WET AREAS LL 2'-0" D.N. I o LI L2 L3 E EONCRETE OR MASONRY Q 4" CONT. SCREEN 1/ENT 8"x12" GONG. TIE BEAM m< 08 FRAMING BREW FROM TRACK BEAM TYPICAL `*' MTIN L.STUCCO SOFFIT I w/ 4-M5 CONT. UN.O. w a TO STUDS TYPICAL 3-5/8"0 THRU BOLTS I m MIN. R-42 INSULATION m NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 3(o TIMES THE DIAMETER OF THE BAR. J"X 1 J" TAPCON 6 24" O.C. O x 6" CEDAR— 'iz" GYPSUM BOARD Z OUTRIGCsER ON P.T. Ix2 FURRING 624"O_C. } BUCKET WIDTH VARRfES - 9 VERIFY W/ TRUSS DWG. (2) P.T. 2xa LEDGER w/ FOR NO. OF MEMBER 3/4" ANCHOR BOLTS CONG. SLAB a I6" O/G (4" EMBED.MIN_) ADD 2 BOLTS ® 6 O.C. L FROM EACH END OF GIRDER • • �cpin� 0 O 2x4 PT BLKBETWEEN (1)LAYERS 3/4" PLYWOOD AND Z (9 w� O ' ® 1 STEEL PLACEMENT — 4 INTERIOR WALLS L - 7 GIRDER DETAIL — 10 � � CKET FOR GIR ® E R TRUSSESW/ 2_„4"x3" I SCREWED PLYWOOD BETWEEN +� z 2W �Mrn� •� TAPGONS SCREWED 4 GLUED TO TRUSSES — Z N J I z 0-N AND 3/4" GYP-CRETE FLOOR SYSTEM �- Z w U t O n TOP OF BEAM 4 TRUSS ON TOP Q Q U t=,t (n O LO N.T.S. N.T.S. NON BEARING WALL N.T.S. N.T.S. o • < CAM U n VARIES IEEE 1`'LAN) . I . z a > ix 18 DEEP TOP-CHORD Z z ..O Q 8"x12" GONG_ TIE BM I BEARINGS TRUSSES a 16" O/C (n o w __I w/ (4)05 CONT. I 0 0) � N>-O x Q `o U 0 z Nma-LL Ir z I— 8 l2) USP HCDP CLIPS W/4-Sd EA. END -0� CONT. BARS I Q V m AT MIDSPAN (ONE UP, ONE DOWN TO AVOID NAIL r1 uJ IN SAME LOCATION) ATTACH TO AS REQ D %\ (4) 5/8" THRU BOLTS - TOP OF LEDGER U = 0.30 L2 a" 4-5/8"0 THRU BOLTS EACH TRUSS. V "D" BAR "E" BAR 3 EACH TRUSS. (TYPICAL U.N.O.) Ir < "C" BAR OR L3 Im•" STUCCO ON a Q m Q GREATER 3" (TYPICAL U.N.O.) 8" CONO. BLOC • LU u 0.30 030 CANT. L SPAN 2 '�," GYPSUM BOARD o Z o 030 LI LI OR�� LI OR L2 ® m ON P.T. Ix2 FURRING A 16" OC. o GREATER GREATER m 0 OVERLAP VERT DOWELS WOOD BASE W Q o MIN. 4'-8" (SEE FOUND. PLAN I SEE FOUNDATION PLAN w >Z 0 N FOR SITE 4 LOCATION) Lu n \__ FOR REINFORCE. m 1/4" STEEL TOP fE w/ 1 1/2" RECES9s II 6" CONCRETE 0.125 0.125 1/4" STEEL TOP fE w/ FIN GRADE LI BOTT. LI L2 BOTT. 0.125' BOTT. m I/4" FILLET WELD A FILLET WELD I FLOOR SLAB 0.125 �FIN. FL a CONT. CONT. LEI 1. CONT. `^ ALL AROUND t.S. COL. ALL AROUND T.S. COL. �ELEv. o'-m" 611 B" " BAR MIN. 6" B � BUCKET WIDTH vARRIES MIN. MIN. BARS FORIFY NO. OF MEMBER � GANTILIV£R L BUCKET WIDTH NAPPIES L CONCRETE FILING a GRADE BEAM LI L2 L3 VERIFY W/ TRUSS DWG. FOR NO. OF MEi"iBER SEE FOUNDATION PLAN NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BARS 0 o � 0 Q N FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BARS ARE REQUIRED — It r G ® 7 TS ® COL TO GIRDER G 10 TS . COLUMN CAR G 14 TYP . 2 STORY SECTION � aLo STIRRUP LEGEND - — J zr BEAM REINFORCING DETAIL 3%O _ 30POSED N.T.S. N.T.S. 1 /4"-1 '-0" .� 0 . � o ;0 CE 2/'r! 2 HOOOPS a r G N.T.S. W o.a STANDING SEAM METAL ROOF x OVER 300 FELT, TIN TAGGED � 0 m o TO APA 40/20 5/8 EXPOSURE 1 ".0 Z ATTACHMENT PER MANUFACTURE / E 0 w F - 1 BEAM REINFORCING ® NAILo o v SEE ANCHOR SCHEDULE PRE-ENG. ROOF . a ROOF PLAN FOR TIE DOWNS TRUSSES 6 24" O.G. 0 N.T.S. PRE-ENG. ROOF GALV. METAL F HURRICANE STRAP TRUSSES 6 24" O.G. DRIP EDGE SEE FRAMING FLAN— Qj F MIN. R-30 CLG. INSUL. MIN. R-30 CLG. INSUL. 1(od NAILS a4"O.C. .4� Of STAGGED o OL TOP OF TOP fE! TOP OF BEAM VARIES (SEE ROOF PLAN) INVERT 5PT(o "U STRAP" VARIES (SEE PLAN) II 5/8" GYP BD. CLG. • • 5is" GYP BD. CLG. �I W U � UURAPPED OVER SILL PLATE 2-0 O.H. ` z o E UJ/ 0-10d NAILS 10 EACH LEG P.T. lx2 ON 0LLJ E 2xa R.B. CEDAR F'.T. 1x3 FIRESTOP CONT. x J Co USP- SP(o WITH K4) 8d (2) 2x(o TOP fE 2 „ 0� 8"xl2" CONC. TIE BEAM W NAILS AT EACH LEG (SEE POST 4 BEARING WALL ��U STRAP" (OR EQUAL) CONNECTION DETAIL BELOW) I . USP 5PT8 �y Q W � 4" CONT. SCREEN VENT W/ 4-*S 0 CONT_ U.N.D. Cn c� UURAPPED UNDER SILL PLATE IN A STUCCO ON I �.T� zo UU/ (o-10d NAILS Q EACH LEG MTL. LATH SOFFIT MIN. R-4.2 INSULATION � CONT. BLOCKING I w BETWEEN STUDS 4" x b" CEDAR OUTRIGGER I U U 2x(o STUDS Q 16'' O.G. (REQ'D m ALL SEAMS) GYPSUM BOARD (AND NAIL ALL EDGES) CD ON P.T. 1x2 FURRING 24"O.C. D � �_ C PROVIDE BLOCKING A5 PER rl%" STUCCO ON I En GIRDER / WALL DETAILS all GONG_ BLOCK Ia • R-19 GATT INSUL. I ON P TPIx2 FURR NG�� I • 7/B" STUCCO ON SELF-FURRING I WOOD BASE MOH METAL LATH ON FELT OVER rl/$" GYP. BD. ON 2x(o Drawn by. OVERLAP VERT DOWELS II SEE FOUNDATION PLAN H APA OOD 19A2 EXPOSURE I STUDS a 16 O/C FOR REINFORCE. Project No. PLYWOOD C NAIL PLYWOOD TO MIN. 4'-8 (BEE FOUND. PLAN � C BLOCKING + STUDS @ 4" O.G. FOR SIZE 8 LOCATION) EDGES, (o" O.G. FIELD 2x(o BOTTOM fE 1 1/2" RECESS CONCRETE Cadd File No.: Co" W/ (5) 1(od EA. END FIN. GRADE II FLOOR SLAB Il FIN. FLR. 6 11 ELEV. 0'-0" DATE OIL TOP OF TRUSS CONST. DEPT REV. 07-8-06 — -a PERMIT SET FASTEN SOT. PLATE TO TRUSS w/ FLOOR SEE TRUSS DRAUJINGS FOR EXACT 1(od NAILS 4" O/C (STAGGERED) GIRDER TRUSSES E 13MEMBER AND TRUSS CONFIGURATION. TUD TO GIRDER TRUSSES GIRDER USP RT24F W/ 6-16d EA. END ' CONCRETE PILING 4 GRADE BEAM SEE FOUNDATION PLAN Sheet No: A � A - 1 GIRDER WALL CONNECTION A - 7 TYPICAL FRAME WALL ON GI ® ER A - 1 1 TYPICAL 1 — STORY WALL SECTION ASA N.T.S. I N.T.S. I I N.T.S. I I of --sheets 1 1 2 3 4 5 6 7 8 9 10 1 11 1 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W � n' — M O M f-dM -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE w Liz M°°`° 1� M AND SHALL LOCATE THE METER d PANEL AS UIRED I o z w O,M 1 N -ALL ELECTRICAL WORK TO CONFORM TO THE 2 O5 NATIONAL ELECTRICAL CODE w O w .-m ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNA , O EP JAC IN RATED WALLS \, .Z O Cn O MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. Z M z w a o (PROVIDE OPTIONAL GAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) KITCHEN HOOD m J 'a 9 r`'_ -ALL BATHROOM AND GARAGE OUTLETS TO BE G.F.C.I. TYPE. - 20 AMP. CIRCUIT z w 7- n ----------------------------------------- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ------------- -----------------� a" ■ ■ I O � z c9 ux x Q O 'oa< -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLO5ED TO MATCH FINISH 1 — — — — — — �lo o E,� — — — —) �1 L,gUNpR�r- i �- I -' M lJ AND FIRE RATED BY ELECTRICAL CONTRACTOR. I � 0 Q �- M I 31.0 NAVD 31.0, NAVD \ -INSTAL,_.ATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 00 A — ' ► W i i 1 Q M WALL H.)NG TELEP 40NE 5&" AFF a 0 TELEPHONE JACKS 12" AFF COVERED DIN RM D o 48" AFF I BALCONY (�- KITC EN I ® 31.0' NAVD Z Q 12" AFF 7 I ( BED RM 4 / Q I I w TELEVISION JACKS 12" AFF I FAN 1 of I , I J- ■ I I m ■ FAN I ;%' I w I / Z - ALL BEDROOM CIRCUITS SHALL BE ARC-FAULT PROTECTED (NEC 210-12(5) 1 ;' I 3 1 I a ' 7 G VE ED I I -E TRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR I I f ANEL A ® AI-IU. ALG NY j 3 � � L T �E9IIPMENT INSTALLATION. I - I I I I I ' ^•e .� // I I _ L -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO i J ., DISHWASHER, i I ; I z � F w N r%i N � � Q o AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. I DISPOSAL SIUICT+�4 I 1 O Z l- w rn M i -a WZ z -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC I 310' NAVD i `�. I I I I I I I I Z cn JLo O ^N w1- � � UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. 1 I I I I T D TAI I ^1 ■ 0 ¢ Q < wU�� > O I I J Q -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POL ER AND LIGHT. VP �A I — — — — 3L0 NAVD 1 I o Q �mu�,� o M I \ / LIN. / 1 1 z 3zv� Q M 71� w -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT D I \\ // I BATH 4 ■ I o ";o x Q o K BATTERY BACK-UP, INTER-CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. \\ I I I I I I I I I I X I �, I I W W m)°m�< � o -ELECTRICAL CONTRAaf CTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK -- S IS IN ORDER TO I \ \ PREVENT SOUND TRANSMISSION BETWEEN ROOMS I ( I , I I I I I I I I I I I I /�LE�/. \ I LIN• r- I 1 W 1 I I I - - - - � I �-� dFAN -------------------- — N -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (UN.O.) \ ------------------ ■ ■ ■ I _ . ' GRAND ROOM J — 3 ■ -------- ----------------------- 0 Q POWDE 1 1 w m �— oa `o �� — I I I � ! � ® 1 ELECTRICAL NOTES _ W 3 � w z ly =N 1 /4„ 1 , 0„ I N � ^l I 1 ■ ■ ■ ■ ■ ■ e ■ ■ ---------------------------- e ■ _ ■ ■ SYMBOL MANUFACTURE MODEL WATTAGE TOTAL TYPE OF MOUNTING `'^ - & LAMP MOUNT HEIGHT H A BEACHSIDE LIGHTING L-016 1- 35 WATT 22 REC-55ED (2)-15.5' NAVD (6)-17.0' NAVD H (1)-19.0' NAVD ((o)-31.0' NAVD (� (7)-42 O' NAVD 0 a o C ® 5 2nd EL® CP ELECTRICAL PLAN ChoEr via U <_s 1 /4 1 ,-0„ W a Ku G U o�° GLAZING NOTES: ao o O nOU ALL WINDOWS, DOORS MUST HAVE TURTLE TINTEID I— �-- me Z GLASS (4590 MAXIMUM LIGHT TRANSMITTANCE). (C/� IUI o o WI U O J o°a u m c o F HB UP GFi aae ---------------------------------------- ---------------------------------------- C-F I O 1LUPi SEACH ■ ■ ,� o I 17.0' NAVD 17.0' NAVD STORAGE 15.5' NAVD o I I i N J 1 GARAGE U I E ' \ —_ \ d w E EXTERIOR L9C9] T C SCHED . 6FI — x E FAN I / FC.Do I FIX TURE n/ 0 W WALL OR G'LG. MOUNTED XTURE I GARAGE hil E„r z g ELECTRIC METER zz:) CD J. BOX LLJ ® ELECTRIC PANEL -�} JUNCTION BOX I I ° T f ' � P- 17.0' NAV COVERED P T10 17.0I NAVD D A/C DISCONNECT � f. a D 240 VOLT RECEPTACLE PULL COED FIXTURE STORAGELLJ _ AT FIXTURE RECESSED DUPLEX OUTLET V.P. ® VAPOR PR00= RECESSED FIXTURE I I \ I S I I -„�- DUPLEX OUTLET - HALF SWITCHED I I I I I I I I I x I 15.5' NAVD W.P. FAN ELEV\ I ■ ■ MOHG.F. WEATHER PROOF DUPLEX OUTLET FLOOD LIG--s I 1 � �-- — � � ' I I I I I I l ,� _ _ czFI . Drawn by C Q TELEPHONE JACK \ I ( I VN ------------------ oo a ■ e 0 ■ e ■ ■ / EXHAUST FAN H , Project No. I , CsF I I TELEVISION JACK U SMOKE DETECTOR I I I I I 1 / I I Cadd File NO.: \`�OY CENTRAL vAC. HOSE OUTLET THERMOSTAT +I NTRY 17.0' NAV 70' NAVD WALL SWITCH SPRINKLER TIMER FOYER D I I III 1II DATE . V I I 3-WAY WALL SWITCH I I I I CONST. DEPT REV. 07-8-06 \ INTERCOM 1 I. N S. ENG REV. 09-25-06 I I �-� 4-WAY WALL SWITCH I I I I�I I 1 I PERMIT SET 07-28-06 K/P SECURITY SYSTEM KEYPAD I ---------------------------------------- - --------------------------------- B -�A DIMMER WALL SWITCH ----------- -- ■ ■ ■ ■ ■ ■ ■ ■ ■ BUILD'G DEPT. RES. 06-25-07 (D PUSH BUTTON SWITCH MOTION D=LECTOR +H5 13 ' FLOURESCENT LIGHT FIXTURE o0 o CHIME Sheet No: A A ELECTRICAL LEGEND A - 5 Est ELC ® P ELECTRICAL PLAN A 1 /4"= 1 '-0" 1 /4"= 1 '-011 of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W N TYPE SQ A, LOAD CENTER MAIN BUS 60 AMPS W M o MAIN BUS 150 AMPS W o ~ M TYPE 50 A, LOAD CENTER SERVICE 120 / 240 10 3W NEUTRAL FULL # Z V) M M°° SERVICE 120 / 240 10 3W NEUTRAL FULL MOUNTING FLUSH MAINS M.L.O. 2+'(o W/ 18 NEUTRAL IN Z I F USH POLES: 20 3/4" P.V.C. z = z `.�;J N I� MOUNTINCs L MAINS m�0 A.I.G. IN 2" PVC - 0 � O V1, ��`; o�^ 10,000 3-*2/® COPPER W O z °° ``n POLES: 40 A.I.G. z_ Z ; LLJ ELECTRICAL P4NEL_ 'A' SUS - PANEL D m o N~(0,0 MAIN HKR DK200 �� "- J � a`0 " A.I.C. CALCULATION BRKR. WIRE LOAD (W.) DESCRIPTION CKT!" GKT" DESCRIPTION LOAD (W.) WIRE BRKR COMBO /� � 0 ~LLJ ���" {� z ' I V) vlr, a . BRKR WIRE LOAD (WJ DESCRIPTION CIKT! GK7" DESCRIPTION LOAD CW.) WIRE BRKR 20/1 012 O2 GF.I. RECEPT. OUTSIDE NEUTRAL o Q O "' o a a 1 2 CsF.C.I. RECEPT. BATHROOMS O2 •12 20/1 i 2 �8 — t� I L C J g� m L LENGTH OF CIRCUIT TO FAULT IN FEET 1 2 5000 I V `'J J� O i = AVAILABLE AIC AT CIRCUIT 40/2 *8 1,500 A.H.0 *1 W/ HEATSTRIP AG.*I AHU. A.G. COMPRESSOR "1 N/C *8 30/2 20/1 *12 CsF.I. RECEPT. BATH ROOM 3 q. CsF.I. RECEPT. BATH ROOM •12 20/I 3 ❑ 4 2mm C CONSTANT (FROM TABLE) 3 4 5 fo BEDROOM •3 *14 15/1 5 I�IIR ul DRYER[U 6 AMP A f NL v = VOLTS 15/1 *14 M. BEDROOM QUIP. 1-1 _ 5 6 5000 8 METER M 40/2 •8 1500 A.H U *2 w! HEATSTRIP M. BEDROOM BLANK BLANK 10 MAIN FEED a n M 2 x L x 1 1 A.C. c�OMPRESSOR *2 N/G •8 30/2 1 8 BEDROOM •3 FILTER THROUGH LUGS a o F, 1�1. M x 1 ¢ M. BATH LIGHTS C x V (1 +F) 9 10 BEDROOM 4 M o 9 10 22000 Q 50/2 *6 1500 COOKTOP OVEN 5000 •6 40/2 M. BATH LIGHTS 11 12 BEDROOM •4 m a ,�I C A.I.C. 10,l�0® 2 x 40 x 19,390 .4823 11 12 UNDERGROUND F 5,000 x 240 EXTERIOR LIGHTS 13 14 GRAND ROOM 13400 14SUB-PNL B 10"152 «�, 60/2 BEDROOM *2 15 fro GRAND ROOM LOCATIONTO FF`4L IE-IN <- 13 } Mu _ .6146 40/2 •8 5000 FUTURE POOL HEAT (OPT) (1 + 1.146 ) 15 16 3 BEDROOM *2 11 IS GRAND ROOM A.I.G. = . 364 x 26,194 13,050 11 IS SPARE SPACE 20/2 •12 2000 POOL PUMP (OPT) WATER HEATER 450G' •10 25/2 19 20 L 19 20 L A.I.G. AT SERVICE DISCONNECT = 13,050 •12 1500 JACUZZI PUMP 21 22 z • • t-m 0� L Q o 20/2 WN�N A.I.C.RATING OF SERVICE DISCONNECT -- 22000 O � W t�� O � a IRRIGATION PUMP 3500 012 25/z 1O ALL BEDROOM CIRCUITS SHALL BE ARC-FAULT PROTECTED CNEC 21(d-12CB) — Z w U)"rn� z a A.I.C.RATING OF DOWNSTREAM EQUIP. = 10,000 20A 012 1500 WASHER 23 24 ~ Z W �J't I O �N w� m ) GEN LIGHTING ( 3054 SF a 3W/SF) = 10,152 W. Q Q 0 It N U " 20/1 M2 1200 REFRIGERATOR 25 26 GARAGE DOOR OPENER 1200 012 20/1 LIGHTING INCLUDING GARAGE, PATIO AND BALCONI') # 0- Q <-ter — O (GEN L 4 COPPER GROUND TO d z a M 20A 012 1200 DISHWASHER 21 28 POOL LITE /OPT. 1200 012 20/1 5/8x8 GROUND ROD 4 COLD o w�^ < (CD� 20/1 •12 1200 CENTRAL VAC.(OPT) 29 30 DISPOSAL 1200 2 20/1 NOTE: PIPE FOUND. STEEL � Fn N}o x Q o LOAD CALCULATIONS o W W n o=Q m 20A M2 2/ SMALL APPLIANCE 31 32 1200 012 -20/1 ,4L.L FIXTUfRES IN CLOeET& 0 C Z Nma� MICROWAVE K 1st 10.0 K.W. ,w 1009- 10.0 K Z0/1 "12 O LAUNDRY LIGHTS 33 34 CaF.I. RECEPT. O *14 20/1 �.�� 2�>j1® TO COMPLY' UJ/ NEC 410-8 Z ~ REMAINING K.W. -8 4®90 = 123.m am a w 20A 012 O2 CsF.C.I.RECEPT. BATHROOMS 35 36 O 014 15/1 A/C HEAT STRIP 6 65io 9.Z5 24® V_ p �-M EXTERIOR LIGHTS W U 20A 012 O SMALL APPLIANCE 31 38 SMALL APPLIANCE O *14 15/1 29,510 K.W. E. ECTF, 1CALf 4� ry SPACE 39 40 SPARE O a> . m LJ NOTES: N/C = NON CONC.,RENT A/C LOADS z z o M W Q om z z J J .� ELETRICAL P� `' RAIVI N 1 /4 = 1 '—0" Ea ELECTRIC METER GLAZING NOTES: H � ELECTRIC PANEL ALL WINDOWS, DOORS MUST HAVE TURTLE TINTED GLASS (45% MAXIMUM LIGHT TRANSMITTANCE). E:::� A/C DISCONNECT Z z ° Ln Q N ® 240 VOLT RECEPTACLE S 0_ _ a.. M DUPLEX OUTLET °3 } CD M --� O Z a= m DUPLEX OUTLET - HALF SWITCHED L_L_ . J y o- G E-� W ATHER PROOF DUPLEX OUTLET G .m't amp 0 C a 0 a)a c°i �m s Q TELEPHONE JACK %m �Z r' l =oa E-o lfl C TELEVISION JACK W om m m I O CENTRAL VAC. HOSE OUTLET W o m ■ ■ 11011111111 Ills IIH*111 III IIIIE111 ■ - IN I ON F -619- WALL SWITCH ,ATH 2 O F -6 ' 3-W,4`I' WALL SWITCH 42.0' NAVD — 42.0' NAVD / Q {.4`'" 4-WA`r WALL SWITCH I — o BEDRM 2 ` o 15EDRI"I -3 42.0' NAVD �4Q DIMMER WALL SWITCH ' FAN FAN �I W > p z UTTON SWITCH J / ■ W PUSH B ■ I FAO — � ---�Cj � \ \ ® �/'�—I � � � z o O CO RED 4 a w E E WALL OR CLG. MOUNTED FIXTURE COVERED / M. 5EDRM �ICTCE9� D / CO , x 42.0' N VD 8,4LCON*r 4 .0' NAV 22x1 (5 / w LLJ J. E3ox Di Ql m IW $L- _ OC JUNCTION BOX ^l I rwr',, � u:) z =) CD cn P.C- ��, ■ PULL CORD FIXTURE \ I I I I I I I I I I I I ® nl 1 U Q I • I I I I I' I , I 42 .m' NAVD W.I.C. CD ® RECESSED LIGHT FIXTURE I 11 11 D / ,� / I i \ LEV LIN. ATI� 3 ■ D Y.P. VAPOR PROOF RECESSED FIXTURE _ I F OU SCENT LIGHT FIXTURE 1 ; s 0 I I I I I Owl I— L RE I I I I I I I � � I IN. 42.0' NAVD II11 11 L FLOOD LIGHTS ■ Q Drawn by. MOH HVN O EXHAUST FAN ■ .----- Project No. O SMOKE DETECTOR / -/ , Cadd File .. 0 THERMOSTAT VP — M. 5,4TN DATE ST SPRINKLER TIMER GsFI ■ aNF A 4" 1HENPS 0l � lifth. �t CONST. DEPT REV. 07-8-06 ■ GxF1 ��RE� HE P,'ES'1J;! qiF I. & S. ENG REV. 09-25-06 INTERCOM ■ ■ ■ ■ ■ ■ _ ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ ■ ! riGlr $`l,x + 1n PERMIT SET 07-28- I {�/ SECURITI' S`r'STEM KE`1'PAD m BUILD'G DEPT. RES. 06-25-07 B B MOTION DETECTOR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Sheet No: F.—.—.] CHIME REQUIRED E NECESSARY IN ORDER TOTHAT MAY B COMPLY WITH ALL APPLICABLE CODES. A . AU� A A ® 1 ELECTRICAL SYMb" OLS A ® 4 3rd FLOOR ELECTRICAL FLAB 1 /491= 1 ,_0„ 1 /4)Y= i I_01) of --sheets 1 2 3 4 5 6 7 8 9 113 1 1 12 13 14 15 16 - ll 0 .70 FAW Ark P"-' I 0, M I 1� V3�1 ...,^.... RIO EU , i \ tvl 31 fief ,rpHl ��1��11 SWI � au[ ZP 51 I \ 1 a 1 1 b 11 NOTE J I - i� I ■ 1 I I FRrwr I co I I I PAR m Cw I UY r� , -J o 1 Sy s # TRANE System I _ MFG MFG TRANE Condenser 2TINB3042A1000A Condenser 2TWB30�6A1000A Air Handler 2TGB3F42A1000A Air Handler 2TGB3F6A1000A Seer 13.00 _ - k Seer 13 .00 ; � 1'- ° Sensible BTU 28,600 Sensible BTU 24,8 Total BTU 39 000 00 3 Total BTU 33 200 Line Size SUC 7/8 LIQ 3/8 Line Size SUC 314 LIQ 3/8 HSPF I 7.7 HSPF 7,7 Heat 5KW Strip Heat Stri 5I ; 4 H � A/H. Fuse 30 AMPS ,o �O A/H. Fuse 30 AMPS I Condenser 35 Fuse , 21 MCA Condenser 30 Fuse 19 MCA I Y I �. 4g y 1 i _70 p x bl) 4u I PiJ 1 i Th i THESE PLANS AND ALL PROPOSED WORKI a l ARE SUBJECT TO ANY CORRECTIONS ........... _._ REQUIRED BY FIELD INSPECTORS THAT ' MAY BE NECESSARY IN ORDER TO ) COMPLY WITH ALL APPLICABLE CODES. '9 r10 R COUSINS AIR INC. 100`1 W. Newport Ctr Dr., STE 109 Deerfield Beach, FL 33442 (954) 596-6999 V& 31 j CACO27370 e Y ........... .. 0 �{ � \ ✓ .....:.. ,......:,.v:.,. ,..., ... ...>^ .vr,:c - '-t,..�, .... .. <.-.,a.. ...nrrs.a,-a.,..� rn.eer.r-..r low 7 DNR V01V H / i,111,6Ft.87vs E-- 740,101.42 >ti - Apo / o o N0000 6 � SET IR "NO ID" v SITE u..i j � %63'42 ✓" � tl Q I _ r \N L OCA T/ON MAP W NOT TO SCALELQ z 4► h h lrt � w �!1 ? � ti a 4 4 W v NOR I 1.0 - TH GRAPHIC SCALE CD U-) • z LL1 Z� zD o i o 20 ao ao UJ F- o /moo\ �! ? i\l/ g C� I � ( IN FEET ) Q 1 inch = 20 fL LU a D _j 0 W Q t y o W CL EL- 5.3 TJ TYPICAL NN iFGENU NOTES W - LOWEST = � O Z i p \ ` SEASONAL H/GH WA TER ` \ O L - A A CONDI FIONER MUH. - MANHOLE w CV �I \1 l - ARC I LFHAL MEAS-MEASURED w Q t� ASPH. - =1`;FHALT � LINE �� ALUM. - •111)MINUM MON. - MONUMENT _ � CY_ r. \ tl � - BLOG. BUIII)INC N/7 - NAIL do TAD 00 (D J Q >I:K N0. - NUMBER z Q S� Cal C rr. G - t:OR13 AND GUTTER O.E. _ ON RINE D ELECTRIC LU IL O � �p �� C V - CAIRU BASIN r \ \ \ p AN71C �--\ (.4.'.-Ctq,RUGA7E0 METAL PIPE O/S - BUILDING OFFSET `I m Lu CJ I ANOUT 0-9.8_ - OF FL,lAL RECORD BOOK z SL.3 46+VU '� lV O �G'�AN M.CLN•AIEU P.B. - PLAT BOOK } Q o •Z CASV.-GAt,I,E iFLENSION RISER P-C- - POINT OF CURVATURE U r �- \ Z Cal -" CBS-CON`BETE BLOCK & STUCCO P_C-P•-PERMANENT CONTROL POINT p4 N: 1110685.49 7.56 rn �` CG"IC. - `r1NCRElE P.1.- POINT OF INTERSECTION � n COR. - C.v;NER P.0.8. - p01WT OF BEGINNING y ;6•a \ , E 7405F0.79 \ CO'i. CO%i I;FD P_O.C.- POINT OF COMMENCEMENT _j D F. - DitgINAGE. EASEMENT PP-P. POWER POLE(_SOU LINE GOIRNMENT LOT 21 �`�-. ` (NORTH LINE GOVERNMENT LOT 4 E°.P. - I GE of PAVEMENT P.T. _ POINT of TANGENCY U E-O.W. - I tTGE OF WATER R - RADIUS Q r" M ELEC. - IIF.CtpIC ELEV. - IIEVATIINi R.R. - RAILROAD \ �\� FWF T- - 1 ASEM NT R/W - RICFiT-OF-WAY S2 `•27,0 r nE - $ Y F 1 KISTfNG RES - RESIDENTIAL /f J sylut, NT RCE. - RANGE `�� -v "-.DA FCYJER dT LIGHF S R.7-- S00411FRN FELL TFI EPl•IONE v Fits Tit„•!:HE6 SAN- - SANITARY 32.44 \ FL-Z. FI04OR SEC - SECTION END. - F,'t)MU S% FT. - SQUARE FEET II. - C OU VALVE T-0.8. - TOP OF BANK T.V. - TELEVISION LP. - IRON PIPE I.R./CAP -- IROtl ROD & CAP IYIP. - TOWNSHIP ITY 3•+� ..i' s \ - U.E. U F MEifFNTNT FNII RSECIION WAFER METER ys N. 1110 849.04 TNV. IN4RT Q- DEL,rCEN'RAL A IGE}L.F'- LH:1,1 POLE 1 ALUM- AtlirllNUM E 740597.27 L.W.D.D.-FAKE WON-It � 1 , CIIATT.-CttAt'AHt!DCtIEE ('1 SET 5/8" WC L8 3591 ---- -.-.-_ JD"� \ [,,AITAGE DISTRICT \.J ' ^.R V.._ LItMANEN i REFRENCE \ �DENOTES PROPOSED ELEVATION 3 \ x j r T- o +s M 5INUMEH f B - _Y511NG fLEVATiON DIRECTION OF FLOW y � � TRACT A - o o '.---�`._' y' fy10 E 1110�21.3 ` ` \ Ta - O Ld IA0 ` \ 10 � 1_ /�/ jam[` � >) ' 1 o MEAN NIf>'H WA TER i_lNE 1. REPRODUCTIONS 0 o • o r-. S SKETCH ARE NOT VALID UNLESS SEALED t4flTlf p 7N EMBO.:SED SYVEYOR S SEAL. 5.0� o �' s� ELEVA T)t�N = 0.52 FEET N.A.14.A. V.D. 1988 c ,s � 0 � g ten/ n \\ J \ N\o APRIL 2o03 AS SH 11N ON THE PLAT OF 2. LANDS SHOWN HE/,'EON ARE NOT ABSTRACTED FOR RIGHTS-OF-WAY, Z U) ` o WA Tf-RS�1NG PUD PLA T No. 1"' EASEMENT OGYNEI?SHIP, OR OTHER INSTRUMENTS OF RECORD. �� ' PB 42, !'AGE 34 ST LUCIE COUNTY RECORDS J. 8EARINGS SHOt'1/N HEREON ARE RELATIVE TO THE RECORD PLAT BASED < Z Z •OO' H<-' '. p/S N \ \�: ON THE NORTH LINE OF LOT70, BEARING, N6531367 _j Q t1 1 Z'I �cJ p �s = m 4. THE LAND DESCRIP770N HEREON IS IN ACCORD W 77-1 TILE CL Q �g s xvx \ INSTRUMENT OF RECORD. LY_ 100 `F' r� �\ \ ` r 5. BENCHMARK ORIGIN.• PROVIDED BY THE ST. LUCIE COUNTY SURVEYING (� ry W \ OT 70 o o \ \- -% DEPARTMENT. BENCHMARK IS DNR CONCRETE MONUMENT 9477A-15, ' }'-' Q \ 1- Q L ,3 f .i r N o�� T \ yR/G6a 31 65 h� =a i'20 \�, ELEVA TION = 10.223 ' O0Q Fi�01110305?1 p `TQ s� �'' o o 6. ELEVATIONS SHOWN HEREON ARE RELATIVE TO TIIE NORIlI AMERJCAN C - Z -p 140 R m a' 22 7�' �/-_v ss - V-\ VER T I CAL DA TUM OF 1988 THE CON VERSION FROM N-A, V,D. 1986 TO 1-ND ONR MOH. R-66" Q c \ E TER >✓41 r1110' 0/5 N MEAN H'GH WA TER LINE n` 0 • oo P� 15 ,� 1,110,776.51 N N.G. VD. 1929 IS -1-1.50 N G. V.D. 1929 - N.A. V.D. 1988 = 1.50 355 g.Z PP R 62a 40• iv tv m ```�P 740,507.85E \ ELEVA 110N = 0.52 FEET N.A. VD. 19&8 8. FLOOQ 20lVE "AE" EL. 8'-N.G. V-D. PER F-E_M-A ,• COMMUNITY PANEL Z CO 0 ,! so cA cs� / AS LOCATED ON NO VEMBER 151 , 2005 3 Z0 yy" N i r-, h --- q7' 33 "0 0� R� % 1 20 r 0 35 6 51 - �_ /�� r NO 120285 0194 G DA TE NOVEMBER 4 1992 T I ��' 1• G CON EyyG S 0' ��;- l s n� L1tio111 g3 / 2,�1 E 9. THIS MEAN HIGH WATER LINE SURVEY COMPLIES WITH CHAPTER 17,, 5.00 RES}q 5138 F 1�� s 7•0 1R/G y!: 1 �0�3 / p'S �y� PART //, FLORIDA STATUTUES. Z LIJ 1k-65 �yN. �F R G£) 0 9 0 12 `1yc� E: 1 / N 61. 10. THE SUBJECT PROFFER I Y LIES W1 THIN SECTION 32, TOWNSI IlP 35 t 'S 00 015 �p� ((G� V-1 s SOUTH, RANGE 41 EAST. LL u �\ n 11. PROPERTY OWNER: JOSEPH KRUISE. I `� o �" \ > 0/S a_ R « '' 12. NO EROSION CONTROL LINE EXISTS A T THIS TIME. MA Y 251h, 2005. �-vy �� ►3� ` 13. GLOBAL POSlTIONlVG SYSTEM WAS NOT USED AS PART OfTHIS j rn E�SyoN 56�J \ SURVEY. o 00 \o 0 6 TEL 14. NO EXISTING DUNE VEGETATION OBSERVED. UPOLAND SIIF DEVOID OF 0/5 aF R SER tG OOA }' d� p \ �EGETA T/ON. �-10 p � E EG 00 359 �' ffdpGA �; ( 15- PROPERTY ADDRESS- 5024 WATERSONG WAY, FT PIERCE, FL. 34949. o ce r-A 5.0 C�EA P "�� l } v U %5.0 Q \ SES 1 Zz 35 DESCRIP770N.• DATE L�L 10 '�;, �: 11�A L O 1 70, WA TERSONG P.C.A D. PL A T NO. ONE, ACCORDING TO TI-IE PL A T DRAWN BY BE [^ � \ E THEREOF, AS RECORDED IN PLA T BOOK 42, PA GE 34 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. F.B. PG. N/A � \ SAID LANDS SI TUA TE IN ST. LUCIE COUNTY, FLORIDA. SCAI._E 1"=20' m N COV TAIN/NG 5,080 SQUA ?E FEET, 0.1166 ACRES, MORE OR LESS. o SUBJEC T TO EA SEMEN TS RESTRIC TIONS, RESER VA TIONS, CO VENAN TS AND RIGHTS-OF WAY OF RECORD. P � \ CER 77FICA 770N. ! HEREBY CER TlFY Tim T THE ATTACHED BOUNDARY AND MEAN lllGK WATER LINE SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT 1"0 THE BEST OF MY KNOWLEDGE AND BELIEF AS PREPARED UNDER BY ' •a ' -! N89 48 o E 191.17 DIRC"CTION OIV MAY .952a04., I FUR THER CERTIFY THAT THIS BOUNDARY AND I; �;I _ SDUTN LIRE tYA1ERSONG P.U.D. MEAN 11ATF;a /_iNE SlIRkEY MEETS THE MINIMUM TECHNICAL STANDARDS I PL.A T NO. ONE SET FORTH W 011,P I E Is 61617-6 ADOPTED BY THE FLORIDA BOARD OF _ (P.B. 42, PAGE 34� SURVEYORS AND MAF-PLI?5, PURSUANT TO FLORIDA STATUTES 472.027. SOB 4657 SH F,NO. JEFJI'REY R" 0 6NER, P.I.S� v RE- LAIVa S AiYOR .'5302 1 Yqg STATE of FLCRID,� M.H.W. FILE f�Q, 3758 LBA103591 ILOF 1 SHEETS