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RC-06-2632_Plans PAGE OF „ NE n (75' R/W PER PLAT) 20' ASPHALT INVOICE #: 09 -32825 L0 Lq M M PARKWAY PROPERTY ADDRESS: 166 NE 92 STREET, MIAMI SHORES, FL. 33138 100, 0 0 145.00'(P) 'a.. 145. 6 (M) LEGAL DESCRIPTION: : CONC. LOTS 6 & 7, BLOCK 24 OF "MIAMI SHORES SECTION NO.1" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE FND 1/2- SOUTHERN IP 3 o FND 1/2" IP COUNTY, FLORIDA. NO NO ID M ;� : ASPHALT Co ° BLOCK CORNER 0010 N N' W '= z ®NE CORNER %' D.RIVE N rn ;: LOT 1 /BLK 24 # FLOOD ZONE INFO: z FND NAIL &DISK COMMUNITY 120652 FFL ELEV: 11.60 v a: NO ID PANEL & SUFFIX: 0093 J GARAGE: 9.21 FLOOD ZONE: X N/A 10.1' .. 10.0 DATE OF FIRM: 3/2/94 _ 20.3 BM# MDCE 'G - S - 3R' ELEV = 8.68 CONC. ' x SURCEY FOR THE PURPOSE TO OBTAIN PERMIT AND /OR CONSTRUCTION 23.0 '. CERTIFICATIONS: t ss' M x x JILL D. CARABOTTA 0.0' x <'� ONE STORY x CBS O R a I RESIDENCE ( a; Ld x # 166 k LOTS 7 &8 /BLK 24 "' A %c'$ a I W 12.9" . 10.1' �.• LOT 7 LOT 8 x BLOCK 24 BLOCK 24 pp I t5.1 zs 1 ^ I �. b WELL- IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN (y) N p N d, N MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.10 C5 x �'�,. x ° FT °02.3'` NOTE: CERTIFICATION IS UNDERSTOOD TO BE AN EXPRESSION OF 5 ' -^ 0 PORCH I PROFESSIONAL OPINION BY THE SURVEYOR AND MAPPER BASED ON THE WALL' . ii, �i 21.5' i/, x-9.9' " POOL THAT ..,; •'... `•, ••.." Rte` T GUAARANTEEE WA RANT EXPRESSED AND IOROIMPLIEDN A T IS NO MEASURED s' x POOL x PUMP ' .:•; .. ; CONCRETE. (.::.:. '< DECK `` x x 50.00' - 50.00' LOT 7 .`�' BLOCK 24 BLOCK 24 x 0.0 L g � M FND NAIL x p x FND 1/2" IR NO ID _CLF 0.0' , NO ID ° . CONCRETE ° x, =.x x —x —x -r-x —x x —x >r —x op'.. 16 ALLEY SO LT LOT 20 LOT 21 LOT 22 LOT 23 BLOCK 24 BLOCK 24 BLOCK 24 BLOCK 24 REVISION SCHEDULE: _FINAL SURVEY 7/18/09 Cop igl ® 2008 All County Surveyors, Inc. LEGEND: OHC -OVERHEAD POWER CABLE XX- DENOTES FENCE LINE ORB - OFFICIAL RECORDS BOOK NOTES: 1. -X — C O UNT DENOTES WOOD FENCE LINE THIS SURVEY IS BASED UPON RECORDED INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SURVEYOR'S CERTIFICATION: ALL // / / - //- P -PLAT SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OF OFFICE. \X PC POINT OF CURVATURE I HEREBY CERTIFY THAT THIS _BOUNDARY &PARTIAL TOPOGRAPHIC SURVEY DENOTES ELEVATION SITE SURVEY ABBREVIATIONS: PCC -POINT OF COMPOUND CURVATURE 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. - MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE PCP PERMANENT CONTROL POINT AL ARC LENGTH 3. ELEVATION ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA CL CENTER LINE PK PARKER KALON NAIL ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUES. it PROPERTY LINE 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. p g CF CALC FROM FIELD MEASURE p06 POINT OF BEGINNING BEARINGS, IF SHOWN, AR E N AN ASSUMED MERIDIAN AND REFERENCE ON. POC POINT OF COMMENCEMENT 5 PR�J CR CALC FROM RECORD INFO ` -. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY RVEY ��/'1 * .. C DB DEED BOOK ILLUSTRATE MEASURED RELATIONSHIP SHALL HAVE PRECEDENCE OVER SCALE POSITIONS. V I G DE - DRAINAGE EASEMENT PRC - POINT OF REVERSE CURVATURE - PT POINT OF TANGENCY 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION SIGNED: R/W - RIGHT OF WAY D DRAINAGE MAINTENANCE EASEMENT UNLESS SPECIFICALLY NOTED OTHERWISE. ok 4 _� Lice er 6 EASE - EASEMENT - FINISHED FLOOR RP - RADIUS POINT GINO FUR O, PRO ESSIONAL SURVEYOR &MAPPER F.F. O l0 � 77 - - - 707 FND -FOUND SBR SOUTHERN BELL RISER 7. UNLESS OTHERWISE SPECIFIED, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. FLORIDA REGISTRATION N O. 5044 (NOT VALID WITHOUT SIGN AND ORIGINAL RAISED SEAL OF THE FLORIDA FPL - FLORIDA POWER & LIGHT UE - UTILITY EASEMENT 8, DATE OF ORIGINAL FIELD WORK 9/14/06 LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) akla Pk. Blvd. - Suite 108 - Lauderhill, FL 33313 L -LEGAL W/C - WITNESS CORNER M -MEASURED W/M - WATER METER i C Nt'ami Shores Villaq° APPROVED ^ !� U ZONING DEPT � OCT 0 5 2009 • 3Y: e._ BLDG DEPT I®__.- e. ® ®- ®__ -__- �-- T ALL F SUBJECT TO COMPLIANCE WIN STATE AND COUNTS PU' -pS /I'N y 2� a 'y.2 _.., `.��•'� 'd n °� r .. - -__. - _....._ . .. . ... .. . ..... __ . PAGE OF NE 92 nd STREET ... — (75' R/W PER PLAT) 20' ASPHALT INVOICE #: 09 -32825 M n PARKWAY M PROPERTY ADDRESS: 166 NE 92 STREET, MIAMI SHORES, FL. 33138 100,00' 145.00'(P) 145. 6'(M) LEGAL DESCRIPTION: • ° ), , �5 LOTS 6 & 7 ' , BLOCK .1" R CONC. S/W ' S" ? CK 24 OF "MIAMI SHORES SECTION N0 ,] � • " ACCO DING TO THE PLAT THEREOF R AS RECORDED IN PLAT ,. BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF MIAMI –DADE a o FND 1/2" IP COUNTY, FLORIDA. FND 129 1/2' IP 3 `' c NO ID BLOCK CORNER NO ID M ;� ` 'ASPHALT' "o w 00 z 0 NE CORNER 0010 uii DRIVEWAY N'' � 0�v rn W '' LOT I /BLK 24 FLOOD ZONE INFO: Z .' ,+ FND NAIL &DISK COMMUNITY # 120652 FFL ELEV. 11.60 Q, NO ID PANEL & SUFFIX: 0093 J GARAGE: 9.21 FLOOD ZONE: X N/A 101' to.o' DATE OF FIRM: 3/2/94 20.3 BM# MDCE 'G –S -3R ELEV = 8.68 0 0.0' w CONC. x SURCEY FOR THE PURPOSE TO OBTAIN PERMIT AND /OR CONSTRUCTION 5 P b 23.0" CERTIFICATIONS: 19.6' °° M x JILT. D. CARABOTTA x a ONE STORY x CBS RESIDENCE Lj to # 166 x:;;;;13,0' 10.0'x: y Ile w LOTS 7 &8 /BLK 24 M A/c 10.1' S �`o w z X 0. LOT 7 LOT 8 x 291' lr WELL- IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN BLOCK 24 BLOCK 24 p0 I 15 1 " I o N MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.10 o M. • All FT NOTE: CERTIFICATION IS UNDERSTOOD TO BE AN EXPRESSION OF 5 ' 002.3' 00 I Y THE SURVEYOR AND MAPPER BASED ON THE �• ' x WALL 0.7 PORCH PROFESSIONAL OPINION B 21.5';i.: 5 . x POOL B' SURVEYOR AND MAPPER S KNOWLEDGE AND INFORMATION AND THAT IT IS MEASURED ANGLES BASIS OF NOT GUARANTEE OR WARRANTY EXPRESSED OR IM PLIED l x POOL x PUMP .... CONCRETE.:.; :.. DECK 50.00' 50.00' LOT 7 LOT 6 v x BLOCK 24 BLOCK 24 g � 0 M 0.0' c I FND 1/2 IR / FND NAIL x CLF �0 0. , NO ID NO ID o CONC o RETE o IL x''� x —x —x - -x —x x —x —x 15' ::ALLEY.: ` . LOT 20 LOT 21 LOT 22 LOT 23 BLOCK 24 BLOCK 24 BLOCK 24 BLOCK 24 I REVISION SCHEDULE: _FINAL SURVEY X , 7/18/09 Cop igiR 0 2008 All County Surveyors, Inc. man= mommmommum mm LEGEND OHC -OVERHEAD POWER CABLE NOTES: — — RECORDS BOOK INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SURVEYOR'S CERTIFICATION: Y A LL C O UN T — X — X X DENOTES FENCE LINE ORB OFFICIAL R C 1 S . THIS SEARCH OF SURVEY THE IS BASED UPON RECORDED INFO �/ �� //— DENOTES WOOD FENCE LINE p PLAT PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE, PC POINT OF CURVATURE I HEREBY CERTIFY THAT THIS _BOUNDARY & 2. PARTIAL TOPOGRAPHIC SURVEY DENOTES ELEVATION SITE RP - RADIUS POINT UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. ABBREVIATIONS: PCC - POINT OF COMPOUND CURVATURE 3. ELEVATION ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N. G.V. D. 1929). MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE U �/ ® � AL - ARC LENGTH PCP - PERMANENT CONTROL POINT FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA PK PARKER KALON NAIL ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUES. _ CL CENTER LINE It PROPERTY LINE 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. BEARINGS, IF SHOWN, AR SE O AN ASSUMED MERIDIAN AND REFERENCE ON. p CF CALC FROM FIELD MEASURE POB - POINT OF BEGINNING LEARLY PR CR CALC FROM RECORD INFO POO - POINT OF COMMENCEMENT 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE C R V EY �� DB DEED BOOK PRC - POINT OF REVERSE CURVATURE ILLUSTRATE MEASURED RELATIONSHIP SHALL HAVE PRECEDENCE OVER SCALE POSITIONS. — I DE DRAINAGE EASEMENT PT POINT OF TANGENCY D - DRAINAGE MAINTENANCE EASEMENT 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION SIGNED: ON EASE - EASEMENT RNV - RIGHT OF WAY UNLESS SPECIFICALLY NOTED OTHERWISE. Lice s er 6 4� GINO FURLA 0, PROF SIONAL SURVEYOR &MAPPER F.F. - FINISHED FLOOR SBR - SOUTHERN BELL RISER 7. UNLESS OTHERWISE SPECIFIED, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. FLORIDA RE Op N 50, R . � 77 707 FND -FOUND _ _ - (NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA o (g UE - UTILITY EASEMENT LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) V akla Blvd -Suite 108 - Lauderhill FL 33313 FPL - FLORIDA POWER & LIGHT 8. DATE OF ORIGINAL FIELD WORK 9/14/06 Pk. . , L -LEGAL WIC - WITNESS CORNER W/M -WATER METER M -MEASURED i PER Miami Shores Villan- Z� APPROVED BY DATE 1 , - OCT 0 5 2Q09 ZONING DEPT �'�• ._- . ® - - - -_ BLDG DEPT EE :,E R , i SUBJECT TO COMPLIANCE WITH ALL F�.;� ��. _ � STATE AND COUNTY RULES A,'7 h� e F jj S(• ', o L��SIC - Gi�IT��l,4: Truss Design Criteria: FBC 2004 / TPI 1 -02 UJind De Criteria: ASCE 1 -02 TRUSS DESIGN LOADS Roof - Floes Top Chord live load : 30 - Top Chord dead load : 15 - 30'1" Bottom Chord live load : 0 - Bottom Chord dead load : 10 Total load in sf: E�5 29'11" Duration Increase Factor: 1.33 - 21'4" $1-111 Wind Desicin Speed: 14(0 Wind Design Exposure: C _ 5QUARE CUT OVERHANG r r r r r r r m — HEEL HEIGHT = 6" �? U U U U w ul u l W ul Ta W U U U U •�� 20 3 BOTTOM = 2x4 (min.) 12 1 31 TOP = 2x4 (min.) 101 /_IG11 K/ /_II -� 349 -� �jx 12 CJ3 CJ31 Ln S W w w U CJ5 CJ51/ � CJ1 11411 CJ1 CJ11`�� lo. CJ3 Al VI 111 - II G� � � TRU55 END DETAIL A2 _ cA B9 FIELD BRACING is not the responsibility of a' 0 the truss fabricator, truss designer, nor 0 — � plate manufacturer. Truss erectors are cA �� B8 cautioned to seek professional advice re- m garding erection bracing which is always required to p revent toppling and dominoin A4 51 during erection, and permanent bracing which may be required in specific applica- 11 -4 tions. Trusses shall be erected and fastene A5 5, in a straight and plumb position. Trusses b e h reasonab n erection to prevente excessive damage or A(0 B5 personal injury. Refer to SCSI 1 -03 for info See engineering for connections, nailing schedules, girder plies, etc. Al 54 Baring I- {�T�ht Sehe?olul� All walls shown on this layout are bearing Al B4 11 1 4 11 B4 12'10 B M 13' 11 4 " TL NOTE: Truss reactions and uplift caics are B4 provided for the JOB ENGINEER OF RE- CORD or the JOB ARCHITECT to accurately 54 provide for connection of the roof to the supporting structure. Designers of support- ing connections are SOLELY responsible for 54 th integrity of their produc li .1 51 w)ane H a d on as r.f 1/i !I10d 54 ark Oty Type Floor Roof Uplift. A - LU52Go 900 1200 1010 Z B - HU526 2185 3335 1550 54 `i' G - HHU526 -2 2580 3440 1550 D - I HU528 3380 3 (o55 2000 54 E - HU848 1505 2010 1550 F - HHU528 -2 3885 5180 2000 G - HGU528 -3 ro805 1925 3220 84 H - SUR /L 26 6001 1000 120 I - HSUR/L 2(o i610 2000 115 11 T. L G - THASR/L 218 1390 1390 - J 54 {< - HSUR/L 414 3485 4355 1430 L - HGU52(o -2 3940 5240 2325 EJACK X010 815 240 54 M - 7HJA2� HJACK 20101 2450 120 N - Special Hanger - - - �RI- 54 X HANGER 51' BUILDER I G i='i Truss to truss connections listed above are included in the contracted price. Hangers Which exceed the ca acct needed w y of listed HEEL HE p ICS" 53 han ers can be supplied as an added cost All other connections are BY OTH> =Rs OVE RHANG-3 Date Revisions 53 1 61 0 U55 END D TAI L ALL IDIMEN51ONS B3 �Os�fl ,(J f t_ T � 0 ALL INFO B3 �� ._ 0 o TRU55 DE51GN PROE L 52 NQL 39- Q) to0 11 CL.0 p L��oiD_73� 9 •,, L 'L E S O Ul d1 CJ5 -0- Q) Z C v j ar , N ,n L Ila s� Q 616 d) CJ3 r CJ3 1�-� �0 AIL 0 4 r� L n j ' �ZcOr�►j CJl CJI � f i j cA tt _1 0 01_j L lu IL 0 Emall us at, kbucekfatiantictruaa ee Ft. Lauderdale - Ph 1954;491 -33l0 SL! Ft. Lauderdale - Fax 1°x4)491- 0231 - Ft. Pierce - Ph (112)465 -1013 �j0 IY C(1 I >, * ` Ft. Pierce - Fax (112}465-1429 ,� -j N N 0 N N —� '7 Y✓ O () *_ QI ) 3/12 -� t- � w w w w N 3 la �t�,o 0 U Q) u rwi, Q Q41 e ;p 2100 W. Cypress Creek Road, 0 0120 /122, Ft. Laud., FL 33309 20'3 p 'D 5 2590 North King& Highway, Fort Pierce, FL 349 1 w � � � Z :3 to i � � RAT C�R cuarorew H 0 3 r4BOTT T j °(% d BAmFm6& CAR,450TTA RESIDENCE ao ¢ u�� ,� 166 NE 92ndSt. w v Is M14M1 SNORES `a •. Q 0 _ acALl 3 II - I - II CRA'iN Dri 5AT .,06 W'IBE16 a Q L r 1/4 -1 v � o PATS. PH.4n i3Sl/K/5 Q I- o d) EL 1/8/08 Pa . or IL 1 1'' 3 v a_ J U Cn UJ N D r ri < i T I J Tl i • G ^. _�l O C7 --I O m 4a m v E F LS E= S I G-s N C i@ I T E= i� 1, Truss Design Criteria: FBC 2004 / TPI 1 -02 Wind Design Criteria: ASCE 1 -02 TRUSS DESIGN LOADS Roof - Floo Top Chord live load 3 - Toe Chord dea'-d load Bottom Chordl load <n - Bottom Chord,_�.iead load : !� 1 II 211 Total load W s_f.: - Duration Increas Factor: r - 211411 81 1 11 Wind Desi n S wed: 14& UJind Desicin Exposure: C U a) 17- r r , r - r- r_ r- r- r (n — APPROVED TRUSS ANCHOR BY BUI R12 -, - -3 ) -) -, �� U U U w w w w w w w w U U U U ,� SQUARE CUT OVERHANG __ _ 03 HEEL HEIGHT : 6 Z„ BOTTOM =2X4 12 TOP = 2X4 11 3 1 6 1911 3 CJi _ CJ11 CJ3 CJ31 www l l 3/� U��` .. NN 2x2 NAILER CJ5 CJ51 � CJ1 Gil Cill � Al _ L _ � � CJ3 TRUSS END DETAIL A2 _ _ 5 9 FIELD BRACiNCs is not the responsibility of N e the truss fabricator, truss designer, nor a plate manufacturer. Truss erectors are �j BS cautioned to seek professional advice re- N c j' earding erection bracing which is always required, to prevent toppling and dominoin A4 51 during erection, and permanent bracing g 11 which may be required in specific appiica- . 11 4 C � tions. Trusses shall be erected and Fastene ,q5 - 56 in a straight and plumb position. Trusses r reas erection to prevent e xcessive ve damage or n ,quo B5 personal injury. Refer to SCSI 1 -03 for info See engineering for connections, nailing schedules, girder lies, etc. Al B4 B�arirlg I- l�ig�t Sc��olul� All walls shown on this la out are bearin 9 Al 154 i1' 411 0 _ 54 12'1,a °g *� 54 11 4 54 NOTE: Truss reactions and uplift talcs are provided for the JOB ENGINEER OF RE- CORD or the JOB ARCHITECT to accurately 54 provide For connection of the roof to the supporting structure. Designers of support - ing connections are SOLELY responsible For 84 + .he irit ,- o f their prodl,lct. •, v r " 3u` ., i' __- , ..`I (.0 UGi1�:6 uv VI 1 uLkik _jl U ift e i Qt '}' B 11 yp Floor 00 R p `- I A - LU52ro 900 1200 1010 aN m B - HUS2ro 2 3335 1550 54 ` C - HHU62ro-2 2580 3440 1550 T " D - HUS28 3380 3655 2000 Miami Shores Villa P E HUS48 }50520 }0 1550 54 APPROVED BY E - HHU528 -2 3885 5180 2000 DATE , G _ HGU528 -3 r 805 71925 3220 84 ZONING DEPT 1 14 1 - SUR /L 26 800 10001 120 BLDG DEP I - HSUR /L 26-2 16 10 2000 115 j - THASR/L 218 1390 1390 - 84 SUBJECT TO COMPLIANCE WITH ALL FEDERAL _. K - HSUR /L 414 3485 4355 1430 L - HGU526 -2 3940 5240 2325 STATE AND COUNTY RULES AND REGULATIONS EJACK 610 8i5 240 84 M - THJA26 HJACK 2010 2450 720 N - Sp�cia I Han er - - - 84 �� x HANGER B BUILDER Truss to truss connections listed above D I TC ED I I F ®9 ZOOi ' are included in the contracted price. Hangers HEE H E I G H T 53 needed which exceed the capacity of cost hangers can be supplied as an added coat Y .......... All other connections are BY OTHERS 0 OVE RHANG 63 Date Revisions D7 0 TfR END D E- TA I L CIT &_ 1 0 r:_3 0 � -6 - Cop h' 3 _ - -6 d) D I N i ON 2' 2' B � L �s CJ C Q) ALL IN FO/ 0 63 6,�� :10 '0 o TRUSS DESIGN PROF=ESSIONAL N a) L f� � L Q] to • 0Q) &_� 3 -ABU �O lA I B2 QfF Q) *' �- N to Q.. N _-+ U 11 CLG 1 L S � U O� � r � C � z 1.Q r P I- Q) — �0 L • -C `� (0 > � e CID 0 V O O c._ Q) " �� r 11 I Q- 'b d v L L c, L E S Q) 0 -Z W i- t{1 ,y � S O `a ( Q Q) ` ��U �z f[ � c am , a� +`,— fi t 3 •— d) Q l i J _ . \/ '0 CJ5 CJ5 �� ;Q� o -Cz_a pj SQL �� N to Q M cD r,a3 CJ3 Q) ' :3 �UO� - M cv 1 O q� �vz— II "Ci Miff Gil € e L 0�8p+� 4( In � � ' >~ t i � • ® • _ a Q1 •— Emall us ats kbucek+petlentietruse.ce c, _ c a; ® o e • • • c. - N - --j •• 'L -0 i V Ft. Lauderdale - Ph (S54)49l-3V _.j : 000000 e c • • ( Q) Q Ft. Lauderdale -Fax (954 91 -8231 1� r _ �, N U L Ft. Pierce - F ('1'12)465 -'1013 �j e • • • \ � � � N N � N N � (Yl � ' Y �� l� } � * � � Ft. Pierce -Fax (112)4b5 -1429 , _ �� ttic CAI �is z 20'3° m ca 1tt Q 2100 W. Cypress creek Road, *Di20/122, Ft. Laud., FL 33309 V to Q ra 2590 North Kings Highway, Fort Pierce, FL 34 W - Z 3 CUSTOMM ra y p a &_ RAY CAizABOTTA RE ADDBa P SUS o C B ARAOTTA RESIDENCE OF Q 166 NE 92 nd St. P4 of w a j MIAMI SHORES R Q ... O &C,4L6, I I— 1 I I DRALLH 6Y, J06 "JI'ibm r ; � 9 Q> i/4 - i -� B.AV5,4R U510009 a a e of REV 15 I ONS 5Y; © 6- 16 -fd8 EXISTING WNDW ! .a TO BE REPLACED z � 0 12 c' fu z )o �zu u �- �w \ / q w z z I m o ILWOO -w- pQ O p Lu w 1 3 t v I q j��W�� W-" 9. ` \ EXISTING WNDW \ w I J u� O O 0 w CONTRACTOR SHALL FIELD TO BE REPLACED I I q z V e( m ` VERIFY TRUSSES TO BE r Jj ld l7 C` REMOVED E I \ I I D O? z�Q`0 ADDITION OVER GARAGE O �q \ w :,e'J - D wq Oa - - - - - -- - - -- t- y3 q w EXISTG DOOR I w I +J \ TO REMAIN I w I 1 r N —1 ZZ3 �yg - - - -- - - -h e I r ow s \ I `�w� I Q �� QO�' � � ��-` yy I V 'V \\ \ L L � q \\ \\ I oW I ELuwOz >0_p BE STUBBED OFF AS REGYD to EXISTING TRUSSES SMALL I 44 o I Q U -1 O w E- _ E XISTING RESIDENCE I _ ��,w�w — \ \ \ \ I w Q +- TOACCOMODAtENE:W _ _____GABLE ROOF (TYPICAL) D Z - W w wQ0[�w pw � O W I EXISTI G W DW i1W- EU3W_�zW P >L 0 BE EPLA I TO BE R PLA ED \ \ E� EXIST t4L REMAIN m 5 m 21 - \ \ E / I rs I ug SAWCUT EX15T' WALL I I I _ \ / I w im go FROM FF. TO A r-OMO A NEW OPENING ( XST'G I J EXISTING DOOR t0 WINDOW TO BE MOVi 1 INTERIO R OPENING NEW EXISTIN ------------------- I � d EXIST' PANE � — — y � C1 mA G A R__A_ G E SHALL IBE / I \ ®® ®p ■ RELO ATED I / 1 I I \ \ ` �' �' CID 0 / EXISTING INTERIOR WINDOW, I ca ® �. C14 / 1 FRENCH DOORS, AND WALL I cv I a m TO BE REMOVED FOR NEW X / INTERIOR OPENING (EXISTING BEAM SHALL BE SURED 1 lJ E IME / I UP PRIOR TO WALL REMOVAL) 1 Z ISTIN , � I � IN EXlsr' METE 4 DISC. SHALL / EXIST NG STE 5 ITO RELOCATED EMO EXIS 'G WIN OWS li TONE LOCH 10 / B MO —I -- 2i' $' ---- - - - - -- 8' -m' AN OC L W — — — — UP O EXI T'G TIE BEAM \ EXISTING STEPS TO r O MA H EXI TING W LLS S q XISTI G WN N n CONTINUE (SEE PLAN) B ,EP ED LL I REMOVE EXIST'G DOOR AND SAWCUT EXIST'G WALL , FROM FF. TO ACCOMODATE \ W NEW OPENING — — — — I C 44 ' o EXISTING A/C PAD TO E SAWCUT EXIST WALL RELOCATED TO NEW LOCATION FROM F.F. TO A COMO ATE (SEE PL AN) NEW OPENING. ( XIST'G1 DOOR TO BE EMOVET) REMOVE EX15T'G WINDOW AND SAWCUT EXIST'G WALL CONTRACTOR SHALL FIELD 8 I OPENII G REQ O RO Y DOOR I tfJ REMOVE FOR NEW ROOF EXISTING TRUSSES SHALL I MANUF. _� BE STUBBED OFF AS REQ D ADDITION �- TO ACCOMODATE NEW GABLE ROOF (TYPICAL) I - --- --- - - -� I I I � EXIST'G DOORS I II TO REMAIN I I 13 -m �1\ DOOR SCHEDULE CARAEOTTA LA LL WIND PRESSURE Q 13 SIZE TYPE MATERIAL JAMB 14DWR. REMARKS ROUGH OPENING NEGATIVE � POSITIVE QI I 16' -0' x 8' -0' Off• GAR METAL MTL. KEY LOCK METRO -DADE AFPPROVAL 16' -0' X 8' -0' 41 40 RESIS 1DEIL Q 1 (2r2' -6' X w -0' FRENCH ALUM /GLS ALUM KEY LOCK W/ 1 I X CT ESIS AN T TS I'-2'X V -2' 46 43 L 03 2 (2)2' -6' X V -0' FRENCH ALUM /GLS ALUM KEY LOCK IMPACT RESISTANT 5'-2'X 8' -2' 56 43 It ® 1 3' -0' X V -0' EXTERIOR METAL MTL KEY LOCK GARAGE DOOR 3' -1 X 8' -2' 48 45 5Q 1 2' -10' X V -0' EXTERIOR ALUM/GLS ALUM KEY LOCK CABANA DOOR 2' -11' X V -2' 48 45 D LAN © 1 2' -8' X 6' -8' GARAGE METAL MTL. KEY LOCK SOLID CORE (SEEE NOTE) W Z V1 4 " =V-0 Q I V -0' X V -8' RSD PNL WOOD WOOD PRIVACY NOTE 1 ® 2 2' -5' X V -S' R&D PNL WOOD WOOD PRIVACY CONTRACTOR SHALL FIELD VERIFY LOCATION O I 2' -6' X 6' -8' Ra t) PNL WOOD WOOD PRIVACY OF EXISTING FILLED CELLS/ CONC. COLUMNS PRIOR TO INSTALLATION OF NEW DOOR (I)S BAR SHALL BE ® I 2' - 4' X 6' - 8' R&D PNL WOOD WOOD LEVER TYPE INSERTED IN EXIT'G BLOCK CELL AND FILLED SOLID 11 I 5' -0' X 6' -a' BIFOLD WOOD WOOD FNGR PULL W/ CONC ON EACH SIDE OF NEW OPENING THE * 5 BAR SHALL BE DRILLED 12 1 2- 0' X 6' -a' BIFOLD WOOD WOOD FNGR PULL INTO EXIST'G SLAB W/ 'I' EMBEDMENT AND 13 I I' -6' X 6' -8' BIFOLD WOOD WOOD FNGR PULL SHALL BE EXTENED 3 -1/2' INTO EX15T'G BM. ABV. EXISTING POOL TO REMAIN 1. FIRST FLOOR GLAZED DOORS AND WINDOWS SHALL BE IMPACT RESISTANT 2. ALL DOOR HARDWARE TO BE SELECTED BY OWNER f 3. ALL DOORS TO BE PAINT GRADE TWO (2) COATS MINIMUM OR TO COVER. WHERE ALL NEW WINDOWS OCCUR, FILL 4. ALL DOORS AND WINDOWS 70 BE P.G.T. BRAND OR EQUAL. CELL ON EACH SIDE SOLID W/ CONC. 5. ROUGH OPENINGS SUPPLIED BY MANUR SHALL SUPERSEDE R.O. SHOWN ABOVE TO MEET PRODUCT APPROVAL ON NEW 6, CONTRACTOR SHALL FIELD VERIFY RO. PRIOR TO DOOR ! WINDOW INSTALLATION WINDOW 1. ALL POCKET DOORS TO BE SOLID CORE FLAT PANEL W/ HEAVY -DUTY BALL BEARING WHEELS AND TRACK 8. ALL INTERIOR DOORS TO HAVE 3 HINGES, HEAVY -DUTY WINDOW SCHEDULE CARABOTTA FRAME GLAZING WIND PRESSURE AL CI SIZE TYPE MATERIAL FINISH GLASS FINISH REMARKS ROUGH OPENING NEGATIVE POSITIVE Y Q 2 26 -1/2 X 59 -1/1 S.H GRAY ALUM. ESP. IMPACT TINT W/ ARCH WINDOW ABOVE (SEE ELEV) 28 X roil 49 41 DRAWN EXISTING S" BLOCK WALLS TO BE REMOVED ® 2 26 -1/2' X 13' FIXED ALUM. E.S.P. IMPACT GRAY A WINDOW 28' X IV 50 41 G d 1/2' X 36 -3/8' S.H, ALUM, E.S.P. IMPACT GRAY TOP SHALL BE CONSI 26 - STENT W/ EXIT'G 26"X 40' 64 41 CHECKED E XISTING V. BLOCK WALLS TO REMAIN O TINT DOORS !WINDOWS OD 2 I5' X S0' FIXED ALUM. E.S IMPACT G TINT 4 WINNDOUIONSISTENT W/ EXIT'G 16' X 82' S0 41 DEMOLITION NOTES O INT DOORS t WINDOWS 50 41 DATE NEW S" BLOCK EXTERIOR WALLS E 2 14' X 38' FIXED ALUM. E.S.P. E.P. IMPACT GRAY TOP SHALL BE CONSISTENT W/ EXIT'G 15' X 40 , 1 -25 -01 r NEW INTERIOR WALLS 1. CONTRACTOR MUST INSPECT PROJECT TO DEMOLITION O I 36- 112'x38' H.R ALUM. E.S.P. IMPACT CRAY 38'x40' 58 55 SCALE A5 NOTED 2, DEMOLITION CONTRACTOR TO INCLUDE COST CP PESRMIT ! CRASH REMOVAL HO I 36- 1R'x50 -5/8' HR ALUM. E.S.P. IMPACT TRAY 38x52 56 5d S To M O VE I WA RE INTERIOR ER R LL 3. KEEP PROJECT NEAT AND ORDERLY AT ALL TIMES. IPROTECT ALL EXISTING O I 2 53'x50 -5/8` H.R ALUM. E.S.P. IMPACT GRAY TINT JO O 54'x52' 64 41 B. N . m3 -mOh 4. DOORS, WINDOWS ! WALLS TO REMAIN. JO 1 36'x56' I_R ALUM. E.S.P. IMPACT GRAY //�� LL E X T. Y 31'x58' 51 55 NC I'' I I !� � �+ �! IA � {� I t✓ O. 3 31 , x14 -1/4 1 S.H, ALUM. ES.P. IMPACT GRAY A �2 � CO . P L OCK UN C . W � 1� S. LEGALLY DISPOSE OF ALL DEBRIS. © TINT EGR 38 x 1 6 51 53 SHEET 6. REMOVE OR CLEAN ALL FLOOR COVERING AS OWNEIR SPECIFIES © 1 31'x31 -3/4' HR ALUM. ES.P. IMPACT �Y 38'x39' S8 55 Y © 2 31'x50 -5/8' H.R ALUM. E.S.P. IMPACT TNT 38x52 S1 55 m {. ! I SU AvC WHERE C 1. PATCH AND REPAIR FLOOR WALLS CEILING RF E ERE NE SSARY FOR E LEVEL CLEAR AND UNOBSTRUCTED SURFACE READW FOR FINISH MATERIAL. it T E _ A D 9 _ N B R TA j�P� \ / WINDOW 5D Es BASE ON PCs.T. MFR CONTRACTOR 5 ALL VERIFY ALL OPENINGS WITH MFR PRIOR tO GONSTRUGTIOI ' S EE S H T - IJ F OR ALL WALLS I O R � E 8. ALL PLUMBING 1 ELECTRICAL CONDUITS TO BE GUT 4 CAP WHERE NECESSARY 3. ALL GLAZING TO BE SELECTED BY OWNER 4. ROUGH OPENINGS SUPPLIED BY MANUF. SHALL SUPERSEDE R.O. SHOWN ABOVE S. ALL PLUMBING VENTS TO BE GAPPED W/ SHEET METAL 6' BELOW ROOF HEAD HEIGHT OF ALL NEW WINDOWS SHALL BE f 6' -8' AND SHALL REMAIN CONSISTENT W/ EXIET'G WINDOW HEIGHTS ALL EXIST'G WINDOWS SHALL REMAIN ALL WINDOW AND DOOR MASONRY OPENING SIZES TO BE VERFIED W/MANUFACTURES SPECS. OF SHEETS I I III Y: ®3 -i1 -08 © 6 - 16 - 08 79' -II" 20' -3' �\ — -- - - - - -- — - -- -- z'_in I BBm6 - mo66 66me ME Him 2X6 2X6 in- o� UG BU %K ogee I0 \ / I Ks. ., .a .._� '• Z o I \ / G e m ► IB' -1I° / I 6 I I ` \ / i 2 # V. k LL t-W ONE HII�. BB° — � 8668 \ / I-- s ... -n, _.= evice..: a-.- ae��nw�y-s�•at2s.P�%.s�7'y'�'� � � i� O 800 8 - 00888 V 8 8 ME 1 01 ! aI \ / I \\ // m I @ I ® \ X(�fi Z ' a `� s 0 W_ z z E3E D FO ®O I - p o m000 \ I \ / EM I IMPACT RES. GLASS NOT TO 6° I gog66 BE SHUTTERED AS MEANS z " " °, Q O p J Sly z \ 1i - / I 3 OF EGRESS , \ / _f 4 y p z Q W O ' 4 cLG. 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T A EX i S INCa 8 " BLOCK W LLS T OREMAIN NEW 8° BLOCK EXTERIOR WALLS 6o m o6g6 o 6 6 " MASTER 5EDROOM A/G s (o 41 �O- Ffi. SCALE AS NOTED -THIS ADDITION PAS BEEN DESIGNED TO MEET THE WIND LOAD TOTAL ADD A/C = 12 3(o eQ, FT. dOB. NO. NEW INTERIOR WALL REQUIREMENTS OF ASCE 1 -02 146 MPH, EXPOSURE C FOR AN 03 -00(o I - - ENCLOSED STRUCTURE TOTAL L(ND E R A/ � - 3 1�7 �>�. FT INTERIOR WALLS TO REMOVE 0 a SHEET -ALL PLANS AND SPECS HAVE BEEN DESIGNED _ TO MEET THE FLORIDA BUILDING CODE 1 �� -fi- * ALL EXT. WALLS 5�4ALL 5E GONG. 5 L OGK U -N.0, l0' n 10° WIND LOAD DESIGN CRITERIA EDITION 2,x04 d THE PROVISIONS OF THE 16 -11 HIGH VELOCITY HURRICANE ZONES ®�� I ®� = 221 O.fi. DESIGN WIND SPEED = 146 MPH BUILDING WIND EXPOSURE CLASS = C SEE DEMOLITION PLAN TOTAL AREA = 3022 So. FT_ MEAN ROOF HEIGHT = 14'-5 FOR ALL 5AWCUTS E PATCH NECESSARY TO ACCOMODAtE NEW F.F. SHALL BE a SAME WALLS NEW WINDOWS AND DOORS i 4T - I A WIND VELOCITY E COMPLY WITH ELEVATION AS EXISTING FF SEE 6 . ®� ALL W � � � ® �� ®�� 2004 FBC RESIDENTIAL 84403.9 OF SHEETS y:_ "Y ------------ qK ®® r - PERMI I ; - Miami Shores Vilta e APPROVED RY DATE ZONING DEPT BLDG DEPT S SUBJECT TO COMPLEAN V fTH ALL EE6E6 REV CITY STATE AND COUNTY RULES AND REGULATION COPY l ...... -.... . REVISIONS 5T: 3 -17 -m8 � � 6 = 1 as a, o ,a �. p o 0 I �e R � Cil 1 I � = EX 15TINO / 1 r �_ - \ 16 0 2 I �\ 2 -1 / I 36 ' X 56 ' I \ / I 2X6 2X6 BUG I I z UC � 1 A z I I I 1 XIST Cs WINDOWS / I U t- O U \ REMAIN / U U Hie. — � I / 0 1L z 1 \ I 2 1 � m U SON E \ / II IMF-ACT RES. GLASS NOT TO I \ / a o o �' z u, I IMF-ACT \,� / I I BE SHUTTERED AS MEANS 1 O II' C G. 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I REM EXIST' - I �0 ..o.o AND AWCUT EXI,' WALL I ' 0 FROM F. t0 Af COMODATE I (° © N RISE NEW D R SEE ROUGH I NEW STAIRS TO BE OPENIN REQV BY DOOR '1 MANUR ADDED (CONTRACTOR TO I PROVIDE EXACT MEASUREMENTS I AVE WA T I I I AND CORRECT RISER HEIGHT -AS I � HAVE WA :5' ` NECESSARY) FINISHE I — NEW STAIRS TO BE I �2COMP NCE WI I B PROVID EXAGt MEASUREME ADDED (CONTRACTOR T \ 4 301.2 ,n E A I I NECE55ARY7GT RISER HEIGHT -A5 T R BE� Oot I I - � _ MU I I I -- I = I II I 111 III �' .SO MEE 113 0 I W 'x4-c /4' ST . COL. r I-I$a DeO�,_ , o _ _ -- — — - - - - - -- — — -- �;, " i" IASTE1��' o I '^► EXIST'G DOORS `` "` 244 SF / \� 1Dt EX /STING TO REMAIN EX/5T/NG G,q O � (2)3'- O'Xb' -8' (1 >3'- PJ'Xb' -8 fi tYP. LIGHT PROY'D. =19.1 / \ 8 lID' - 2' 8• U. TYP. VENTILATION PROP' =8.49° w �RENCN FRENCH _ o AS PER F.B.C. / V) RESSE NNE LA ONES 4 . ROME uj f FAT � Cie FIB. ® 12'- 10 ° / /./ 10' d I I 4. 0 FG / 13 \ - . o — O� / o. 1 1 6 11 2 G i �1 1_.(" / ../ uj On •RELOCATE EXISTING POOL Y ILA EQUIPMENT TO NEW LOCATION. �� 2 �; , I / \ cq // I 20 RISE HEAf �4'x /0' L. COL. I / I— a \ °� OSET .� 1 10 -2 - L C. - I - rn \ a, 1 �� In O/Y � �� G EK - i!1 12' - 4 AT10 oe°Io�0000� o ooe gee ee� , Ie 3 - oeo -If I � - _ I , o - - -- R e s °666 66eso 66666 HER Be�66..6e=. =6.606006.6. 0006. ...00 e... oo....00.0...6000.0..0..06.0..0 0.0......0000.60.06...0.0..66 00 .o o..... .6.066. 06o...e.006o 06 && N SEES'S �r ]= XISTINCs Pool " — 86"6.NONE6......6.. N. 48' HIGH W LL .. `p 9 F F F F F TO REMAIN ' S A FO A/G AD 20' -1' L AT FLOOR LAN 6'_5' 3' -3' 1' -9' 1' -9' 1' -11" 1 " -9' 1' -9" 3' -3' O-3 /4'� =1 -O° 1 -2' 1' -2' CCUPANCY GROUP R 30' -0' CONSTRUCTION TYPE 'V -B' r DRAWN E.M.M. 6 AREA CALCULATIONS L � CHECKED AL 6° EX1S� ING A /C= 19 1 S CE. FT. M.S. a DATE 1 -25 -0l EXISTING 8 BLOCK WALLS TO BE REMOVED KITCHEN/F AM. RM ABC' 5 35 S0. FT. 0 SCALE EXISTING S' BLOCK WALLS TO REMAIN 6' � MASTER BEDROOM AIC = (o 41 JO. FT. AS NOTED NEW S" BLOCK EXTERIOR WALLS Iee 6 11 *' /� -THIS ADDITION HA5 BEEN DESIGNED 70 MEET THE WIND LOAD �O��L �� I I OI V �`�O = �2 3� ��. JOB. NO. 03 -m�0 NEW INTERIOR WALLS REQUIREMENTS OF ASCE 1 -02a 146 MPH, EXPOSURE C FOR AN �-® � �� a o 1 S'1 SCE Ffi ENCLOSED STRUCTURE INTERIOR WALLS TO REMOVE SHEET e e -ALL PLANS AND SPECS HAVE BEEN DESIGNED � � �� .1 � � �. � �. TO MEET THE FLORIDA BUILDING CODE * ALL EXT. 1,U,4LLS SN,4LL BE CONC. BLOCK UN.O. 10' 16,_11, 1 ®' WIND LOAD DESIGN CRITERIA HII GH 1O VELOCITY HURRICANE Z ONESF THE COV R � �" IOS - 22 SCE. fi. DESIGN LUND SPEED 14(o BUILD NG EXPOSURE CL SS = C SEE DEMOLITION PLAN TOTA � AREA = 3 22 SCE. ��. WIND VELOCIT`r' COMPLY WITH N�W� NDOWS AAND ELEVATION AS EXIST NG SEE &HT. D -1 FOR ALL. WALLS TO RE LOVE 2004 FBC RESIDENTIAL 84403.9 OF SHEETS REVISIONS 51': 1 NOTE: NEW PITCH SHALL MATCH PEAK OF ROOF EXIST'G ROOF SHALL EXISTING (FIELD VERIFY PRIOR TO FABRICATION OF TRUSSES) REMAIN AS EXIST'G EXIST'G ROOF 00 TRUSSES 3:12 PITCH d 10' 2' F_ F.— — — — 12 A TOP OF BEAM (NEW) 3 _ _ V-2' Apf.F — — — — — TOP OF BEAM EXISTING 16'>KS' OH GARAGE DOOR NOTE: NEW T.B. SHALL BE AT SAME HEIGHT AS EXIST. T$ 010' -29 (FIELD VERIFY EXACT HEIGHT) �pz CONTRACTOR SHALL FIELD VERIFY AN MATCH U W MGT. OF EXISTING tB D ELEV. OF NEW T.B. TO BE POURED O � ~ O�Q.�c ~ i)�� Z Z hP 0(u1-�z� -Q O O EXISTING EXISTING EXISTING EX15TING p IK u u m Z U� l l 0 F 0 - ----------- - - - - -- -------------- - - - - -- — -- - - - - -- -- - - - - -- --- - - - - -� U . i __ ____ Z`'�� FINISHED FLOOR - - -- ----------- - - - - -- -- — ~ 0p o w� mow* zpzZ r�� - � NORTH L VAT( ®ICI Lum° _j � -4Z� -3 > � Q OOIL w z� . sU z� NEW FF. SHALL B M� 4 Q iz p Y u1 u- 0 a F o ELEVATION ASE X(ST EX15TING rz .4 NOTE: NEW PITCH SHALL MATCH � c � ►u 0 z � a- w p � � EXISTING (FIELD VERIFY PRIOR TO u� Al FABRICATION OF TRUSSES) L) � (L T =< < r- w W_ 'o PEAK OF ROOF LO CH 'T3 °E T EXIST'G ROOF 12 ....... ...............:............... TRUSSES s 3 3:12 PITCH 10' -2' AFF. — — — — — — — �j TOP OF BEAM — (N EW) LO eil 26.5X13 ®. 26.5X13 �' o,y co FIXED �1 FIXED E+7 T– ®D W � r ®�9 �. cm NOTE: NEW T.B. SHALL BE AT SAME HEIGHT N AS EXIST. t$ 010' -29 y W (FIELD VERIFY EXACT HEIGHT) 3' 0 °XS' - 0' to r fi Lo CONTRACTOR SHALL FIELD VERIFY 14X38 14X38 26.5X35-3/a' y Id7 HGT. OF EXISTING T.B. AND MATCH STUCCO FINISH TO MATC FIXED FIXED CID CA Go ELEV. OF NEW T.B. TO BE POURED �EXIST'G FINISH (TYPICAL) = ® C W ox ox ® P mmi O Ei 26. 95 26.SX� 9.5 f 1 FINISHED FLOOR — PARAPET FLASHING FIELD CUT AROUND OPENING 2 WEST ELEVATION W 1 1 1 -091 PREFABRICATED NEW FF. SHALL BE o .SAME SCUPPER ELEVATION AS EXISTING F.F. 2 NOTE: NEW PITCH SHALL MATCH 1 , -5' EXISTING (FIELD VERIFY PRIOR TO PEAK OF ROOF �� )--- - - - - -- EXIST'G R 1,2 TRUSSES g 3 + 3:12 PITCH EXIST'G ROOF SH REMAIN AS EXI 10' -2' AF_F.- - - - -- ARAPET FLASHING FIELD TOP OF BEAM (NEW) CUT AROUND OPENING �. — - - -- v CUSTOM PREFABRIC 8' -2_AEF SCUPPER TOP OF BEAM + + NOTE: NEW TB. SHALL BE AT SAME HEIGHT + AS EXIST. TB 010' -29 (FIELD VERIFY EXACT HEIGHT) CONTRACTOR SHALL FIELD VERIFY ®� MGT. OF EXISTING TB. AND MATCH V u. ELEV. OF NEW T.B. TO BE POURED 26.5 �3N 26.5>66-3/8" EX I ST INCs SCUPPER DETAIL H EX15TING EXISTING STUCCO FINISH TO MATC EXISTING l ^ V 1 N.T.S. 0' -0" F.F 10,11- EXIST'G FINISH (TYPICAL) — --°--------------- °------------ - - - - -- - -- FIN{SHED FLOOR ------- - - - - -- ---------- - - - - -- — t� N v AST ELEVATION uj M NEW FF. SHALL BE SAME ELE VAT I F 2 v 141 =511 / � = ------------------------------------------------------------- - - - - -- NOTE: NEW PITCH SHALL PRIOR PEAK OF ROOF EXISTING (FIELD VERIFY PRIOR t0 — — — — — FABRICATION OF TRUSSES) OVERFLOW SCUPPER EXIST'G ROOF SHALL 12 EXIST'G ROOF 12 (TO BE SELCETED BY OWNER) REMAIN AS EXIST'G 3 TRUSSES O SEE DETAIL THIS SHEET 3:12 PITCH 3 11 10 1 = 2 A.F.F. — TOP OF BEAM C EW) (2) 2' -6'X V - 0' (2) 2' -6 "X V - 0' FRENCHDOORS F NCM 00 5 RE D R TOP OF BEAM i r - - =— IF: 11 r I � � E 0 F I I � I I i NOTE: NEW T.B. SHALL BE AT SAME I DRAWN E.M.M. AS EXIST. TB 010' -2') EXISTING 2' HIGH DECORATIVE PARAPET EXISTING F D (FIELD VERIFY EXACT HEIGHT) I Xgrr j; 1 Xc30 WALL (TO BE CONSTRUCTED F1AEC F fXEL BY BUILDER) SEE DETAIL CHECKED CONTRACTOR SHALL FIELD VERIFY HST. OF EXISTING TB. AND MATCH DATE DO o 1 -2 -01 ELEV. OF NEW t$. t0 BE POURED i ii i ii'ii OO STUCCO FINISH TO MATCH O Q O - EXIST'G FINISH (TYPICAL) SCALE AS NOTE D /J5 LI LU 0 - 0 ' F.F. �I I� L- - - - - -J j - - - L JO B. N --- - - - - -- --- -�_��, .� - - -- — -- 03 -006 FINISHED FLOOR SHEET (2) 2' -6 "X 6 -0" FRENCHDOORS S OUT H E LEVATION W/ 12' X 96' SIDELIGHTS — 2 NEW FF. SHALL BE SAME ELEVATION AS EXISTING F.F. OF SHEETS REVISIONS 5Y: 3 -11 -08 0 0 0 c� 10'-2' A.F.F. (CONT.) 10' -2' A.F.F. (CONT.) TOP OF T$. MAX U = 440* A TOP OF t$. Z °u�A — — — — — TB — — — — o� I — .—, — — — s REFER TO TIEDOWN SCHEDULE I ( ROOF 6tRAPPiNG REQl11�MEN7S. o I O OF I \ / ' SIMPSON S TRONG TIE LSTA24 STRAP (2) 5 /8'X6' WE=DGE DOUBLE 1tOP PLATE SHALL BE FASTENED USING \ / I SIMPSON STRONG TIE TWIST STRAP 'H6' + EACH EXIST G ROOF / VERTICAL MEMBER W/ (a) 8D NAILS TO PLATE tIEB SHALL BE FASTENED W/ (18) AND ANC HOR BOLTS Q O TRUSSES O \ I AND (6) SO NAILS TO VERTICAL MEMBER (TYP) 10D NAILS AS PER MANUF SPECS. W W W MIN 3 j V u I 3:12 PITCH � :E w / I \ \ XIST' ROOF SHALL / / I Z u z REMAIN AS EXIST'G ( �, 6 � IL N O + - 0 �O 4 O zt p (C * ---- - - - - -- \ / A � u Z ju -- -- -- -- ---- - - - - -- - - - -- - - -- MAX U 1190 -- - -- - - -- - -- - - -- - - -- - - -- - -- -- -- Z �3U �u m u MAX U 1790 �_ ® ---- - - - - -- ----- - - - - -- o _ � p Z /� GIRDER TRUSS BY MAN I I \ / TTOM PLATE SHALL BE FASTENED USING `- W ct) Z O C W 81MPSON (STRONG TIE TWIST STRAP (MTSM20) • j H T W w +u V a- -- EACH VERTICAL MEMBER W/ (1) 100 NAILS AND III SHALL BE FASTENED USING SiMPSON — PROVIDE A SUB FACIA AS FOLLOWS (4) I/4XI -3/4 MASONRY SOWS TO TIE SEAM. T TIE TWIST STRAP 'H6' 0 EACH VERTICA \ / ( 2x6' WOOD BLOCKING BETWEEN I \ \ I t R W/ (S) 80 NAILS TO PLATE AND (8) 80 p Z 0 }_ _ 4 ILI �- + EA. ROOF JOIST W/ 16d NAILS U � Q r. W_ O ��► IN EA. END AS PER FBG 23222.1 I O VERTICAL MEMBER (TYP) Z � Z HH I I I I 11 I I I I V/ (,I - J o NEW BEAM HEIGHT SHALL O I I NG D ul — w p OC O TYPICAL BETWEEN ALL JOISTS I xlsrl p v / Z II II II 8' -2' ±AFF. TO UNDER81FE \ \ HORirp u D I w 4 w IL ~ Q Z OF EXISTIN WD. TRUSS S I \ ( Holl To S1,1ALL �� Q -FIELD VER� ODAT I FY EXACT \ oDAm � p 4 D 7# i \ \ I I N 11 u -1 Z J> j) G NEW ROOF SHALL MATCH I \ I 11 . I . I 4 p +` w I 8' I I I I O o "Y Z G N O I � EXIST G ROOF EXIST 'G TILES (TYPICAL) I I \ u. w Q W � ::3 Z - z TRUSSES \ I I ii ii ii ii ii (K4Q } "` O ® NOTE: NEW PITCH SHALL MATCH O — — — — — — w IL w p W 3:12 PERCH I \ \\ I I E W O �I-- � 1— 'H--+I II— wQO�� O U EXISTING (FIELD VERIFY PRIOR t0 I \ EXIST G ROOF SHALL I _ .:. — � Z (/ A [� .. I I I I I --- 1L - - -- 4 V W w EX `l J 0 W �- FABRICATION OF TRUSSES) I \ REMAIN AS EXIS \ I - - - - -- - - - -11 1L - - - -11 c z n .13: y -1 T — 22'xsb'a IC ----- °--- °- - - - - -� \\ \\ ( FAMILY ROOM DETAIL _ _ W WW I I \ \ � I 0 \ \ / I I I \ \ / / 0 I MAX U = 090 * A Si S W/ I NND ®' �d \\ }------------- - ----� I � EM MENT C® P Mw = goo O y I I I 44w EXISTING EXIST`G ROOF SHALL \ / \ 4X6 W \ / \ HEADER SHALL BE CA A Z REMAIN AS EX IS7 G O I DOUBLE TOP PLATE LSE FASTENED US SHORED UP AND — \ SIM SONS TIE TWIST STRAP 'H6' a EACH FR MED t0 k — �I ti / u \ / I VERTICAL MEMBER wi (a) eD NAILS TO PLATE tr ® O q I I 0 \ / \ AGGOM ATE NEW — AND (8) 8D NAILS t0 VERTICAL MEMBER (TYP) P) III HI � DOOR - ® �m co O PLATE SHALL BE FASTENED USING SIMPSON -- -- � ® W • I �[ PRE-FAB ROOF TRUS �7ES a 24' O.G. O \ �1�-u / ( \ STRONG TIE TWIST STRAP TO EACH D (a) or) MEMBER W/ (0) 8p NAILS TO PLATE AND C8) B ®C W O SEE SHOP DWG'S BY RUBS MANUF. od)l / NAILS TO VERTICAL MEMBER (TYP) ® 1� ® � 1111111110 0 (TYPICAL UN.O.) XwCj 2 / \ \ •MANUF. SHOP DWG'S HALL wa1�� D I o sH FS Lim SUPERSEDE THIS D 1 \ O N 4 R ' f ED D ( � �ml I / I \\ \\ I � z ......... ..... I I / NOTE: NE PITCH SHALL MAT8X / EXISTING gFIELD VERIFY PRIOR 1� \ o I X ® I / FABRICATJON OF TRUSSES) \ OJZ I ------------------- - - - - -- —r I \ 0 0 0 0 \ I 2 x V IDE OOF OS�W AS PER FBG 23222.'i BETWEEN -►w N MASTR BEDROOM DETAIL G �- EXISt ROOF I / IN A. EN QgnO TRUSSES V I ----- -- - - -- TY GAL ETWEEN ALL JOISTS 4 �m� 3:12 PITCH ,� uz��4 I I I �— T - U-L)qw NOTE: NEW PITCH SHALL MATCH, I O O o o O o EXISTING (FIELD VERIFY FRIORITO ` j '� FABRICATION OF TRUSSES) I (3)'1X6 P.T. STUD STARTER BLOCK r -A 4p 1/2' - , 00 FASTENED TO WALL W/ DIA. WEDGE I I op��Q I I ANCHOR BOLTS. 24' O.C. WALL TO HAVE I ST PLATES SHALL RONG TIE TWIST STRR FASTENED USING AP 'H6' 0 EACH VE STRONG )�O� u I 40./20- 19/32' EXT. PLYWOOD W/ 5/8" MEMBER W/ (8) 80 NAILS TO PLATE AND (B) 80 0;9 w— STUCCO OVER PAPER BACKED MTL. x NEW BEAM HEIGHT SHALL LATH. (TYP.) I o NAILS 70 VERTICAL MEMBERlTYP) q NEW AFF. t UNDERSIDE I NEW ROOF SHALL MATCH PRE (C B ROOF RUSSES a 24' O.C. F OF XISTIN Wp . T Z 5 S EXIST'G TILES (TYPICAL) LL •MANUF. SHOP D S SHALL - FIEED VERIFY EXACT EIGHT - SUPERSEDE THI DWG I I I I � ® I� a� LLI Ili — -`— — ® (p �(V LE r -a Q P V r -a I — I MAX U 520* GIRDER TRUSS BY M _� MA =Ill — — — — — ° — NEW ROOF SHALL MATCH O = — — — — — — — — — — � ® EXIST G TILES (TYPICAL) AA j °I ♦ — — — NOTE: NEW PITCH SHALL MATCH .4 LL ® I NEW BEAM HEIGHT SHALL I .. MAX U = 520* • —� / V -2' *AFF. TO UNDERSII�E / \ EXISTING (FIELD VERIFY PRIOR TO ® ��tL / OF XIST(NG WD. RRUSSET TRUSSES) ® v , F /. y l \ -FIE�D VERIFY EXACT HEIGHT/ \ FABRICATION OF I pQ OMAX U = 520* '� J O I \ / WOOD PARAPET DETAIL W o GIRDER t S BY NUF_ I �� t0 / I \ / 1 /4 " =V -0 " /�/ OA MAX U = 630* �= ® = � � == � _- uc / / I \ ® `��\ N Si 1u ® ® ., B ( *_NOTE: NEW t.B. SHALL BE AT SAME HEIGHT I 'J / \ : AS EXIST. t 10' -2') ® / o " / (FIELD VERIFY EXACT HEIGHT) DECORATIVE FOAM ® GIRDER TRUSS BY MANUF. ° MAX U - 2220* _ _ ___ = = = = = = ____—= _—= _—==- - - = _-- ___ -__ = =�h1AX U = 20* PARAPET CAP TO o uj ® t B SELECTED BY OWNER !./ CONTRACTOR SHALL FIELD VERIIFY <8> ``l+ f^ M TCM HGT. OF EXISTING T$. AND A NEW T.B. TO BE POURED '� / o ELE V. OF / a FORMED METAL TRIM ® AW20 0 NEOPRENE CLOSURE u o — \ W O I I ` FASTENER (BY OTHERS) STRIP BEDDING IN CONTINUOUS o n a I ° O BUTYL CAULK BOTH SIDES — — — — 1 BRACING NOTES o . I [' I / FT I u 0 AX U 44 U . I *14x -/8' LAP SGREW 10' -2' Al CCONT.) ACING SHOWN DOES NOT INCLUDE TEMPORARIY BRACING REQUIRED FOR THE ERECTION — _ — O _ AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CROSS � — ., . T - - O O O O O Q � FORMED METAL CLEAT TOP T$• O � '� BRACT NSA ND LITY OF THE T�1�1 5RACING ER AND SHOULD REMAIN PORARN BRA II G I THE AS Q O I r- 4— — T I j iv - CCEPTABLE INSTALLATION OF THE ROOF OR FLOOR . — X NECESSARY FOR THE SAFE AND A I — 0 4 ( REF.: HIS: SI SUMMARY SHEET ) 9 F MAX U = 460* O 10' - ' AFF. (CONT ROOFING SYSTEM EXISTING ro "Xr " HEADER 2 PERMANENT DIAGONAL BRACING AS SHOWN ON THIS SHEET DOES NOT INCLUDE BRACING 10' -2' AFF. (GONT.) T OF (C F (BY OTHERS REQUIRED FOR GABLE AND STUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TOP OF T$. ROOF FRAMING P TO STANDARD GABLE END DETAIL FOR BRACING REQUIREMENTS OF THE TRUSS MANUFACTRER . '° — 1 -0 11 3 2x6 WOOD BLOCKING BETWEEN ALL OP A T CHORDS ARE ASSEMBLED TO BE SHEATED, AND AND ALL BOTTOM CHORDS BRACED PROVIDE A SUB FACIA AS FOLLOWS 1 /4 „ — BY A RIGID CEILING SYSTEM. REFER TO INDIVIDUAL TRUSS DRAWINGS FOR BRACING RE- EA. ROOF JOIST W/ 16d NAILS FIRST FLOOR COLUMNS 4 FILLED CELLS QUIREMENTS OF NON - SHE %TED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS . IN EA. END A PER FBG 23222.1 TYPICAL BETWEEN ALL JOISTS 4 REFER TO 'HIS - COMMEMTARY AND RECOMMENDATIONS FOR (HANDLING, INSTALLATION, DRAWN ARE IDENTIFIED ON S�4T. S- I E.M.M. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES ', APPENDIX C FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. USP TRUSS TO CONCRETE TIEDOWN SCHEDULE CHECKED THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DESIGNS TO WITHSTAND GRAVITY MAX ALLOWABLE FASTENER WOOD PARAPET DETAIL M . S . TRUSS MAX CONNECTION USP STOCK CONNECTOR SCHEDULE LATERAL LOADS 4 =1 - 5 AND WIND LOADING AS WELL AS GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY TRUSS DATE 1- 25 -0-1 OF THE TRUSS DESIGNER . ANCHORAGE OF THE TRUSSES AND GIIRDERS TO THE SYMBOL UPLIFT TYPE NUMBER UPLIFT SEAT RAFTS/ FI F2 ATTIC VENTILATION CALCULATION SUPORTING STRUCTURE TO WITHSTAND WIND UPLIFT 1 THE RESPONSIBILITY OF THE 133 160 PLATE RAFTER REINFORCED CONCRETE TIE BEAM SCHEDULE TYPICAL BEAM SECTIONS PROJECT ENGINEER OR ARCHITECT. TRUSS TO PE 10d CH SCALE AS NOTED A 1250* CONCRETE to 24 1210* 12 255 345 CONCRETE STRENGTH = 3,000 PSI g' NEW ROOF AREA = 2810 SF BEAM PER ANCHOR STEEL REBAR STRENGTH = 60,000 PSI 6 CEILING CONNECTED W/ MTL. FURR CHANNELS - BOTT. CHORD SHALL BE CONTINUOUS I' X 4' BARS $HEAR REINF. JOB. NO. 2810 SF X 1/150 = 18.7 SF (TOTAL AMOUNT OF V ENTILATION NEEDED) CONNECTED TO THE TOP OF THE BOTTOM CHORD W/ (2)- 10d MAILS t SPACED a 6' -0' O.C.{ 1800* CONC LUGT2 1850 (ib) * 1850* (2) 10d x Ili2 10d x 11/2 1220" 460* SEAM SEA 1 MBOL SIRE T M 8 TIES REQUIR'D COMMENTS Ti. 03 -006 8'X16" SOFFIT VENT 8' CEILING CONNECTED TO UNDERSIDE OF TRUSSES WITHOUT MTL. FURP_ CHANELS - BOTT. BEAM T -A 8x12 2"5 2 NONE REQ'D TYPICAL U.N.O. •'' SHEET PROVIDES 56 SQ IN OF NET FREE AREA PER PIECE 1 CHORD BRACING SHALL BE CONTINUOUS 1' X 4' CONNECTED TO THE TOP OF THE BOTTOM TRUSS TO 2"5 2"5 t'3 AT 10' O.G. CHORD W /(2) -10d NAILS t SPACED ®6' -0' O.G. B * CONCRETE HLPTAI5 2125* 2125* (2) 10d x 1 (20) 10d x lti2 1860* f�15* T_B 56 SQ IN 039 TOTAL SQ FT PER PIECE 8X18 2"F✓ = O 2100 :r BEAM ft 18.7 SF / .39 SF = 4Z.9 PIECES NEEDED 8 THE BRACING SHOWN ACTS AS A RIGID CEILING . RT -A BX12 2+'5 2+'5 NONE REQ'D RAKED BMJREFER TO DTL. ALL TRUSSES THAT ARE CONNECTED TRR GONG. • ALL UPLIFTS ARE BASED ON A STANDARr TRUSS 148) 8" X X1(o" TOTAL SOFFIT VE NTS ,4R NF D D X SHALL BE TIED DOWN W/ THE STRAIII ON THE COMPUTATION. CONTRACTOR SHALL CONFf ALL 'T.5. a ENTIRE PERIMETER SMALL TYPICAL BEAM LAYOUT FOR DENOTES LOCATION OF X- BRACING SCHEDULE (THIS SHEET) U.N.O. ��////// INDIVIDUAL TRUSS LOADS U8E THE SCRAP ING AS BE "T -A" U.N.O. # ## REBAR AND TIES IN SECTION. (LATERAL LOADS HAVE BEEN CONSIDERED DESIGNATED ON PLANS, REFERING TO THE CHART ALL BEAMS HAVE BEEN DESICsNED TO ACGOMODATE 2' M.O. (TYPICAL) THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND FOR ALL STRAPS) ABOVE FOR ALL ATTACHMENTS. ENGINEER SHALL BE NEGATIVE PRESSUFFE 4 MEETS THE REQUIREMENTS OF CHAPTER 23 SFBC 2906.11 1 1NOTIFIED OF ANY CHANGES PRIOR TO CONSTRUCTION. VERIFY M.O. REQUIREMENTS W/ WINDOW MANUF. PRIOR TO T.B. POUR OF SHEETS m NOTES: Z co 0 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH DEPARTMENT, AND co LOCAL BUILDING CODES, M IAMI —DADE COUNTY HEALTH U w STATE OF FLORIDA CHARTER 64E -6, F.A.C. 2. ALL ELECTRICAL EC TRIC A L MATERIALS ERIA LS AND INSTALLATIONS A TI ONS SHALL BE U.L. RATED . AND LOCAL L BUIL NG CODES. N . E. C III WITH IIIIIIIIII WI IIIIIIIiI N CE IIIIIIII AND IN ACCORD IIIIIIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII illl till Derm Number: 2007 -0817 -1515 -3589 Contact nt ac t Name: � w me . MR MAY B E FIELD / R CR R RB OT T R AIN FIELD M R Co D D Contact ct EM P SYST one _ TIC � (3 . SEPTI 05) OF 975 N 008 a 3. EXACT T LOCATIO TIO � ADJUSTED WITHIN SETBACK AREA. Folio: 11 - 3206- 013 -3250 � Project Name: CRRRBOTTR RESIDENCE /SEPTIC Date Received: 08/17/2007 4. THERE ARE NO PERTINENT FEATURES ADJACENT OR ACROSS THE Reviewer Name: MIGUEL DE RRMRS w STREET THAT MAY AFFECT THE SEPTIC SYSTEM INSTALLATION. o r 5. EXISTING SEPTIC SYSTEM TO BE ABANDONED. t PT OF ENVIRUNN1Er -noun o PARKWAY ��°��r� P .v : F ° "J �� E �� a 0 � CO I PLAN P1R0rT r'? q Nro. D w SYSTEM DESIGN SEPTIC _ �.� U L� RESIDENTIAL ADDITION -� .. „ • .�.u,�,;.; • - � �. .� e � w 4 EXISTING AND PROPOSED 100.00'(PBcM) 5' CONC. S/W . 411 FLOC r Q �' SEPTIC TANK CAPACITY �i 1 050 GAL .., .. J ,. .. Ini f1;C. -- � � = , -`' '` rc � u) 'A S T CS P I N' � to BUILDING AREA = 3,167 SQ. FT. T ''K 1. PER 64E -6.008 TABLE 1 4 BEDROOMS WITH 2,251 -3,300 SQ. FT. = 400 GPD I I PRE 'l WATER S '6a7y o I EL. 9.22 wA DAIATER U p" R 2. DRAINFIELD REQUIRED EL. 9.18 E Q 400 G.P.D. / 0.80 GAL. / SQ. FT. = 500 S.F. L I = 500 S.F. PROVIDED AREA 50 0 S . F. 9 . 1 � � I " y R R A v E I � x R RESE � � a ASSOCIATES 'PERIWIT 13 NOT VALID? UNTIL FI NAL Vw. h.E_ r U EL. 9.21 ISSUED BY THE OFFICE OF Pu-aiv I%i ELI, _'v;i POTABLE WATER iL INE z ONE STORY 12" MIN. CBS x J j x o RESIDENCE Q Q # 166 0 SCHEDULE 40 PVC EFFLUENT TRANSMISSION LINE LOTS 78c8 /BLK 24 0) w F.F.E. 1 1 .6 FEET EL. 9.8 N r D E T A I L A z x N T. S. LOT 8 n I WOOD EL. 9.52 BLOCK 24 A I SEE DETAIL 'A' " 0 DECK I N o 001 o 0 0 o- \ Q v w I NEW ADDITION x lk <� o o o w COVERED : "a. PORCH '"':.;' " /C: \ I - I 126 S. A ° � EXISTING SEPTIC " o �'cy o J � TO B E ABANDONED MIAMI ,�DE COUNTY DEPARTMENT s X PERMIT #: ® I POOL :. :;` : :. PROPOSED aaTE: \ SEPTIC TANK � Q W Q 1 ,050 GAL. �,L. cllr <, z DRAI�+IPIELD �� J C. FT. (iI!N) Q SEPTIC TANK - z INSTALL r r, .,.`' f, '•.j" j (JI° .,.. SHTLY L111 SOIL W �': f; . `.t''• Vi7 XI / / UNDER 0Cin'O �l /' "` INVERT ELCVATIOi�! a ��t X. . BOTTOM OF DI;AII FtEI D ELEt'�,TEI EL. 9. 7 PERIMETER CAF F, ,XCAVATION AREA $ C ti r. `" , .. 5 MIN . T LEAST 2 FELT INIDER AND LONCIc =�J THAN. � THE W w EL. s. 9 SOIL TEST 4 0 PROPOSED AB;�ORPTl0pj gt-� `« 0 :..3,n� MAIN DRAINFIELD ,,tc� +_,1. m ~ x Q x I NEW WATER SERVICE o EL. 9.s TO BE SLEEVED WATER TIGHT m RESERVE AREA N I Q n AS PER 64E _ 6.005(2)(b) m EL. 9.6 x Q W x CONC. SOIL TEST EXISTING WATER v — �CLF 5' MIN.. SERVICE TO BE x RELOCATED ®• �- x x x ®, ® x x x 12. "� 100.00 PBcM EOP. LEY .10' ASPHALT SCALE 1» 0 10' PROJECT NO. 0612 SHEET 1 of 1 IREVI51 NS 5r: a C-1! ►ta c�a Z L) r 3: 0- zz p gOp�J�u�[t1 z t O rJ > LU N don& ~ o p �'o 0 IL w 3: pz�uue�zQ m �- 166 NE vzl" ST J z J > -r00(L w�z� z t- 4�= ��wOt= f MIAMI SHUME!i FLAom% z piQgp�- �p� -_= 0 u.izN��p�� 0 U F0O ft- - a p w ;1& ,�z tvN4�0 QOY- t t O p F�: Dz._ += X Lo CD ®. P so LU L to P is m IS f_A C/f a) cc w Ud ® P- � V Z W J _ o Ln SHEET INDEX Ln 61TE FLAN �• A1=2 ACS f T E GTU L 51=4 6TUCTUAL E =l ELECTRICAL DRAWN F1 F L Ut 5 f N CHECKED M.S. DATE I- 25 -0-I SCALE AS NOTED JOB. NO. 03 -0 SHEET OF SHEETS REVISIONS 5Y: O 23' -0' C \ XI REMAIN DOWS u ` @ U cp w 0 z to >- �z�)r j °� 0 o z V� > q00 j � L) In z L) \ / I c (t�J O ---------- - - - - -- -- — \ / I Tw ul O_ tK '' u o�� CON RUSES TO B I EXIST'G WINDOWS I Z L) ,4 'D fY 0 ' ADDITION OVER E R GAR 70 REMAIN AGE I \ \ I I O (X ? 0 fY O - - -- - - -_ - -- I EXIST'G DOOR \ I CD Lu 14 - I Q IL I \ t0 REMAIN I 0,049- = Q- EXIST'G WINDOWS - O , q L) t0 REMAIN \ I I 0 cp O� \ �z� �> w z � - - -- --- - - - -�' 5' -2' 10' -0' 5' -2' �iQQp�l'uU.� � O N TRUSSES SHA I \\ \\ I I � N Lu � z ( L (� w EXISTING LL I O AG BSE ODA E A EW Q D EXIST'G WINDOWS — — \ \ I u u� l u, I - ju q 4 p GABLE ROOF (TYPICAL) - - - -- ° —° °� \ E XISTI N G RE SI DE NC E \ � � �a��x � 1u I — \ \ E XIST'G — — — — — — I REMAIN \ 1 I m I 5 -0 , 2 10 11' -0' \ \ 23' -0" 1 �T X, I \ \ / I �i \ \ / 0; ld L60 \ i \ - - -- - -- - -- - -- - -- -- -- an e® � ®o \ / C oo ad � \ / 1i' � .- SAWCUT EXIST' WALL j I I _ \ / I y C FROM FF. TO A COMO A XISTING DODR TO I 6�7 NEW OPENING l XST'G BE REMOVED FOR NEW \ / \ P ® W XISTING WINDOW TO BE MO I � INTERIOR OPENING \ / I � Old y— - - - -�/ I er.1 C A. 3 ci cm In SHALL B> AANIE / cri II m ca go 9 GARAG RELO ATED I , \ \ = m m � / - 9 / j EXISTING INTERIOR WINDOW, 1 1ST IND ® r i° I O R MAIN FRENCH DOORS, AND WALL TO N I x / m INTERIIOR OPENIINNCsOR NEW (EXISTING BEAM SHALL BE SURED E I M�N / / _ UP PRIOR TO WALL REMOVAL) EE ISTIN� 1 M IN Di cl T' WI DO 5 E>KIST'G METE # O M IN DIISC. SHALL / EXIST G STE S ITO RELD ATED MO EXIS G WIN OWS TONE LOCA 10 / B MO —I °— 21'- S' 8 -0 AN OG O L ° ®® UP O EXI T'G �Tl=N� BEAM \ EXISTING StEPS TO r O MA7 H EXI LLS S CONTINUE (SEE PLAN) ' AND SAWCUT EXIST'G DOOR \ FROM FF. TO A CCOMODATE Am NEW OPENING /EXISTING A/C PAC.' TO 5E RELOCATED TO NEW LOCATION SAWCUT EXIST' WALL (SEE PLAN) FROM F.F. t0 AC GOMORATIE NEW OPENING. ( XIST'GI U DOOR TO BE MOVE>p) REMOVE EXIST'G WINDOW I 29' -8" W EXIST'G WALL FR011 NEW DOOR SEE ROUGH I EXISTING TRUSSES SHALL VER TRUS TO 11sp 0 OPENING REQ'D BY DOOR c0 REMOVED FOR NEW ROOF MANUF _, BE STUBBED OFF AS READ ADDITION �- TO ACGOMODATE NEW -- - -- r I GABLE ROOF (TYPICAL) - - - - -- - - -El L - - - - -- -- -- - - - - - - - -� � W O I REMA IN N ORS — O V LL 31' -0' (A DOOR SCHEDULE CARABOTTA WIND PRESSURE SIZE TYPE MATERIAL JAMB HDWR. REMARKS ROUGH OPENING NEGATIVE � POSITIVE QI 1 16' -0' x 8' -0' O.H. GAR. METAL MTL. KEY LOCK METRO -DADE APPROVAL 16' -0' X 8' -0' 41 40 2 1 (2)2'-&'X 6-8' FRENCH ALUM /GLS ALUM KEY LOCK IMPACT RESISTANT ' 1' ' 1 -2 X 6' -0' 46 43 O W! 12' X 80" SIDELIGHTS D P LA N 5'- � �/ 03 2 (2)2' -6' X 6' -8' FRENCH ALUM /G ALUM KEY LOCK IMPACT RE515TANT 2' X &'- 10' 56 A 11 43 d 1 1 /4"= 1 -0 ® I 3' -0' X 6' -8' EXTERIOR METAL MTL KEY LOCK GARACsE DOOR 3' -I° X 6' -10' 48 45 NOTE: 1 Q 1 2' -10' X 6' -8' EXTERIOR ALUM /GLS ALUM KEY LOCK CABANA DOOR 2' -II' X 6' -10' 48 45 V CONTRACTOR SHALL FIELD VERIFY LOCATION © 1 2' -8° X 6' -8' GARAGE METAL MTL. KEY LOCK SOLID GORE (SEE NOTE) OF EXISTING FILLED CELLS/ GONG. COLUMNS PRIOR ®V TO INSTALLATION OF NEW DOOR Rwo BAR SHALL BE INSERTED IN EXIT'G BLOCK CELL AND FILLED SOLID � 1 3' -0' x 6' -8° RSD PNL WOOD WOOD PRIVACY ' W/ RTE ON EACH SIDE K NEW OPENING ® 2 2-S' X 6' ' -8 RSD PNL WOOD WOOD PRIVACY THE * $ BAR SHALL BE DRILLED Q 1 2' -6' x V -8" RSD PNL WOOD WOOD PRIVACY INTO EXIST'G SLAB W/ 71 EMBEDMENT AND SHALL BE EXTENED 3 -1/2' INTO EXIST'G BM. ABV. EXISTING POOL ® 1 2' -4" x 6' -8' RSD PNL WOOD WOOD LEVER TYPE TO REMAIN II I 5' -0' X 6' -8' BIFOLD IWOOD WOOD FNGR PULL • WHERE ALL NEW WINDOWS OCCUR, FILL 12 1 V -0' x V -8' BIFOLD WOOD WOOD FNGR PULL CELL ON EACH SIDE SOLID W/ GONG. 13 1 I -6' X 6' -8' BIFOLD ( WOOD WOOD FNGR PULL TO MEET PRODUCT APPROVAL ON NEW WINDOW 1. FIRST FLOOR GLAZED DOORS AND WINDOWS SHALL BE IMPACT RESISTANT 2. ALL DOOR HARDWARE TO BE SELECTED BY OWNER 3. ALL DOORS TO BE PAINT GRAIDE TWO (2) GOATS MINIMUM OR TO COVER. 4. ALL DOORS AND WINDOWS TO E3E P.G.T. BRAND OR EQUAL. 5_ ROUGH OPENINGS SUPPLIED Br MANUF_ SHALL SUPERSEDE R.O. SHOWN ABOVE WA L G N ® 1. CONTRACTOR SHALL FIELD VERIFY R.O. PRIOR TO DOOR WINDOW INSTALLATION 7. ALL POCKET DOORS 70 BE SOILID GORE FLAT PANEL W/ HEAVY -DUTY BALL BEARING WHEELS AND TRACK S. ALL INTERIOR DOORS TO HAVE' 3 HINGES, HEAVY -DUTY DRAWN E.M.M. EXISTING S° BLOCK WALLS To SE REMOVED WINDOW SCHEDULE CARABOTTA CHECKED M.S. EXISTING S" BLOCK WALLS TO REMAIN NEW S' BLOCK EXTERIOR WALLS FRAME GLAZING WIND PRESSURE DEMOLITION NOTES cs SIZE TYPE MATERIAL FINISH GLASS FINISH REMARKS ROUGH OPENING DATE POSITIVE DATE 1 .25 -01 ® 2 26 -1/2' X 59 -1/2' 5.4. .ALUM. E.S.P. IMPACT GTIRNAY W/ ARCH WINDOW ABOVE (SEE ELEV) 28' X 61' 49 4'1 NEW INTERIOR WALLS 1. CONTRACTOR MUST INSPECT PROJECT TO DEMOLITION ® 2 2r.-112'X 13' FIXED ,ALUM. E.S.P. IMPACT GRAY ARCH WINDOW 20'X 15' S0 41 SCALE AS NOTED T INT S.H. .ALUM. E.S.P. IMPACT 2. DEMOLITION CONTRACTOR 70 INCLUDE 0087 OF PERMIT t TRASH REMOVAL C 4 26 -1/2' X 38 -3/8' Cs INT DOORS t WINDOWS 0' 6 RAY TOP SHALL BE CONSISTENT W/ EXIT 2g• X 44 41 INTERIOR WALLS TO REMOVE O T 3. KEEP PROJECT NEAT AND ORDERLY AT ALL TIMES. PROTECT ALL EXISTING QD 2 15'X80' FIXED ALUM. E.S.P. IMPACT cT�Y DOORS 4 WINDOWONSISTENT W/ EXIT' 16° X 8 50 41 JOB. NO. 03 '' I /� L� /– Y I I * I 4. DOORS, WINDOWS 4 WALLS TO REMAIN. E 2 14' X 38" FIXED ,ALUM_ E.S.P. IMPACT GRAY TOP SHALL BE CONSISTENT W/ EXIT'G 15" X 40' 50 41 A * XT. WALLS SMALL 5E CONK. BLOC< U 1�.O. O TINT DOORS 4 WINDOWS ALL E 5. LEGALLY DISPOSE OF ALL DEBRIS. © 6 12' X 12' FIXED ALUM. E.S.P. IMPACT GRAY TRANSOM WINDOWS 13' X 14' 64 41 SHEET 6. REMOVE OR CLEAN ALL FLOOR COVERING AS OWNER SPECIFIES 1. FIRST 4 SECOND FLOOR GLAZED DOORS AND WINDOWS SHALL BE IMPACT RESISTANT 2. WINDOW SIZES BASE ON P.G.T. MFR. CONTRACTOR SHALL VERIFY ALL OPENINGS WITH MFR. PRIOR TO CONSTRUCTION. 1. PATCH AND REPAIR FLOOR WALLS 4 CEILING SURFACE WHERE NECESSARY FOR 3. ALL GLAZING TO BE SELECTED BY OWNER �J C � _ ^ /� III /� A � � �® � �\ Y LEVEL, CLEAR AND UNOBSTRUCTED SURFACE READY FOR FINISH MATERIAL. 4. ROUGH OPENINGS SUPPLIED BY MANUF. SHALL SUPERSEDE R.O. SHOWN ABOVE `�/ A W 8. ALL PLUMBING 4 ELECTRICAL CONDUITS TO 5E CUT 4 CAP WHERE NECESSARY [) = I 4 ALL PLUMBING VENTS TO SE GAPPED W/ SHEET METAL 6' sELOW ROOF: ALL HEIGHT OF ALL NEW WINDOWS SHALL BE i 6' -8' AND SHALL REMAIN CONSISTENT W/ EXIST'G WINDOW HEIGHTS ALL EXIST'G WINDOWS SHALL REMAIN ALL WINDOW AND DOOR MASONRY OPENING SIZES TO BE VERFIED W/MANUFACTURES SPECS. OF SHEETS REVISIONS 5Y: — 3-15 -01 'N 92 STREET C= c--1 N 0 oz F 6 PROPERTY ADDRESS: 0oz 16 N e2N ST T 1 11 ,41'11 SHOR 1=l= �z� -� °� (o 3313 ;6zz +-moo • ;o z u LEGAL DESCRIPTION. 'D�gZ4w�zQ ?�0��83o lu ' c0'NC 5 /uj LOT 641, LOC< 2 -4, OF "1~'11 1 SHORES SECTION NO. 1" o�� = e wz4 m ACCOIRID ING TO SLAT 00< THEREOF AS EGOIRIDEID IN �ozz -q §�o ° � 10 0.0 0 (P M) � omjw w" z FLAT 00< 10, SAGE 10, OF THE FU L lc fR cO rDS OF 1I1A1"fl -DArDE COUINT�T', FLORIDA 46 :a �z 6 z �aQQ�'o3 w o CURRENT & P'ROPOSED LAND USE: 0 LIU u, z��-�a v V u` n Q I s0 w +:- � w 6 E5I1DENTIAL -20 N ID R I V1=U WA "r EXIS I SITE DATA: IST'G ASF�HALT LANDSCAPE - rDESGRIFTION AREA 9c'OF SITE 6 Z 11 , --------------- - - - - -- „ 25 SETBACK F A I • `` — — �— — — — — — — — — � ♦` — — � i I GROSS 51TE A A: 12,ec5O S.F. 1009° M r p � bw 11 VIOUS AREAS SL I • TOTAL. U%5A5L UILD ING FOOTPRINT: ksc `♦ I r I I o °("Y.) i ``♦� `♦� i V.U.Q. 1,01 S.F. F.0 Z I I , - --�. `♦ `♦ I ; TOTAL It" AREAS 5 S.F. W ``♦ 0 6 I WATER/WASTE WATER SERVICE PROVIDER nn U1 I i ♦ i �i `♦ i I / ` i/ Ldp Y 1„IUNICIPAL `♦ ' 10 L ♦ _ Lo UP r DIRECTI 5F-T AG< 5 T AC< ' 2 ' -oll I I I NORTH SIDE 25 0 � R I i SOUTH SI [)E ' -0ll 42 � �� M uJ k-) I , ♦ I T S I 10 1 -0 11 0 ------ - - - - - 10 0" ♦ I � -0 I LL WEST SIDE 10 10Q1 i ♦Y i EXI TINE SEPTIC 0 I TO I5E A ANDONE I , ; i ; `♦ l�AX UILED ING HE IGHT: 24 1 - 2 11 --- - - - - -- y TO fREr 1A I I EXISTING FOOL -------------------------------- " 1,0 GAL. V) 79 1' ' ' Tf C T NfG NEW FF. SHALL E3E � SAt O FLOOD ZONE I f` 11 F0: ELEV ATION AS E FF. 1 10 CO1 1201 (o52 § V� ::�> O FAN EL 4 SUFFIX OOe3 J Qs FL.00ID 'ONE X; N/A LOUDEST FINISHED FLOOR: 11.60 1''IAIN [RAINFIEL E) I GARAGE EL: 9.21 N UJ WAT IR SERVICE �- 1 5 DRAWN i ' i CHECKED 1R 5 RVE AREA � �X15TING; WATT M.S. SER VI CE TO f5� DATE 1 -25 -01 SCALE AS NOTED ' I NORTH Boa. NO. 03 -006 SHEET r 100.00 (P & M) SITE PLAN 1i8° =1 9-0" � 1002 V o Ada V 5F . OF SHEETS REVISIONS 5Y: 20' -3' 2 -1 / �\ EX15TINO 36 "X56° I 2X6 2X6 I I ° \ / I Uc _ BUS 18' -11" / I I I Tt� REMAIN DOWS / I z I U `��O U EXII5TING \ �- °o u u / I I \ IDROO I � o0�-�� 1 x z z IMPACT RES. GLASS NOT t0 I \ / z I 9 +— U O J +— \ GARAG / BE SHUTTERED I ERED AS MEANS U U \ 11' -4 CLG. / OF EGRESS N HE MN MEE `4 I L — — — I W13 :l pfK tu ° :r o [L uu HEIN MINE 0 8 I o z m - - - m WXISt G WINDOWS ct) l'1 cs) O m m U MEN (k TO REMAIN I zpZZ E N O +— \ \ � z 'O � Q L o u w tK — - o e \ EXIStG DOOR \ _I WXIST'G WINDOWS t0 REMAIN _ _ _ _ _ _ _ _ _ _ I O �-U ? O 4 U TO REMAIN \ r I —1 Z J� j WEE x� \\ \ I I Qoo : ;oz� MN 1.75 "SOLID CO OR I I �� \ \ I I E X ISTING � 4 U !U HEEE MTL. 'C'L A R BEL W/ I RABBETED JA t AU O CLSR \ \ � x W/ METAL THRE HOLD. g NEW AHU TO BW lug ® ®— ® WXISt'G WINDOWS ® ®— ® ®� I . I � I U - 4 O w +- Gt �,�4t�1 --• \ 61 \ I � It c Q H OC LOCATED I ATtIIC U 1 22x36' A is EX /8T /NG I _ _ _ W ® ACCESS WH /8 X 5b ° EX/5T/NG \ \ I I Q u� ` O ' tY UC O w J I B' X5b ° \ — -- ---- - - - - -- 4. EXIST'G A U. L m cn z REL C E D g' R -11 I lM{3 S' -4' \ rr— — ��SHALL RV AIN I - C C G MTER EXST'G PANEL NEW P NEL -B- I I e 8 \ i I R L T D IAHU A( I C. 000 "" PXSTC�i , r2 .°o °° °o °. ° °° Ff I N ® EXISTING -- - - - -- I / I .HUI �IG f an ® CD - - I \ I Yr/ �C�I N �I— I Go i -2 cL IN (N OO R i \ i / LU J' o �, DB SINK / I \/ j I �I" I N cm v MEN iv 3 -4 „ - W/ DISP. / 3 '_ 6 ° g .' 18 "I 2' -5" 4" 4" 2' -11 " 11' -0' \ j/ / aft LO 0 ° ELF "VEN \ / I I / ' �/j ooD e I ®® ®— — - - -- -------------- - - - - ®� i o I I � in v y 6' -8" 14' - I j 12' - EXIST'G WINDOW N wa N R I HEN o XIaTING ao °o BAR TOP \\ I 1 4x4 "xi /4' STL. COL. 4" 4'x1/4' STL. COL. I — — — — — /— OOi"1 I rp gE C CO W( HIN I — X Srt ° ° °° MN ® — — _ 36' HIGH WALL — SP OPT GIRD_F EE �FRRAA _ 000 °o ROOF ING PLAN) g 1 / I I V SEE WE R 49.(MiN.) OF HE FLOOR DKD $ W/ N HAS EE N A \ I I I I / AND i i tO MI WINDOWS OWS j o AS PER F.0 REMO �203.I.1E1203.1.4 \ _ EXISTING STAIRS �4 / / B EXIST G WI I CK FROM S LL 8 I TO REMAIN AS IS = UP t0 IST'G TIE � AM y.� PATC #REPAIR NECESSARY O I I r T_ TO MATH EX15TIN 36 ` ALLS I X ,3� 6 18'�I1' 8'I 2'- -1 -0 -S" 15' -0" 6' -�° m d k ' 10' -6' 2' -6' NEW s tAIRO BE NINE G Aft 6 ADDED (CONTRACTOR TO O R 8 _ PROVIDE EXACT MEASUREMENTS NTS RISER HEIGHT-AS � 0 NECESSAR , T WM �p 68 „// 8 ....................... ° AND CO RF�E GTR ER I I G I I I O ADDED STAIRS TRACTOR TO ANO AS JCUT ST'G WALL I �' I I PROVIDE EXACT MEASUREMENTS FROM FF. t0 AGCOMODAtE I 6 � } �� HOWER/ T ME AND CORRECT RISER HEIGHT -AS NEW DOOR SEE ROUGH D 1 3, F N HAVE W ' SHWA S 'D NECESSARY) OPENING REQ BY DOOR MANUF. B I I I °COMP NCE WI ERE HERE HE B 4 307 2 01 .� SUN 4 - /4' ST COL. r 0 ME EX IST'G DOORS ”' N °`Ipe ° 1 \ I o Lu o �� 2 4 SF ik i - 70 REMAIN 4 0 ISTI ° °° N-E _ —' -- �` APPROVED � ( I <X /STING EX " NCx G`S Tl VENTILATION PROP ¢ (2> 3 -P X 6' -8 C� 10'-2' CFCs. ' =8.491. / / \ \ ® e• ® (ZI 3' -r0' X b' -B" F NCN FRENCH - LL �F a S PER F.B.C. Penrut uo. .} �; I -- Ml. bate t> � l'3 - - M. s, N Miami -Dade County / COV / / i ��,, Health Deat v) 00 I / / I s 1' -11° / 8' -1" \ g I L1.! Ua ' s I - All" Mfl 2 � 5 -4 V LEI *RELOCATE EXISTING POOL -6 ' " " / = / \ ° ° _ ° �, ,4 / \ EQUiF'1 TENT t0 NEW LOCATION. PU F I / - / � �/ A a .Q, I 20 ' 2 ' I 1 I / 0 � � 4 x 1/gf L. COL. I / I / : r a \ a 0 \ w LCs n a =� o0 1.e' °° ° °' I - SE oaao °osaa0000aoa°o°oo°o°oeeeeeeee 1.e va °vavee eseo COWS R 1�,� - I Q PAT 10 e°ae C' R H.�. . °eves 000° - o °oo °0000 , . , . FOOL XISTINC� 000° sees° ° ° E ° 48 HIGH WA LL oesoe 000ee 000000 000 P0000000voaeeee.000000000000a0000000 °000 °oo °0000000eesoo TO REMAIN 0 F F F ® F F — 'SLAB FOR A/C PAD 20' -�' FLOOR PLAN i AT 1/4 "=l ' -0" 3' -3' 1' -9' I' -9' �' -11' i' -9' i' -9" 3' -3' 11 OCCUPANCY GROUP R -3 ti 1 -2' i' -2' CONSTRUCTION TYPE 'V -B" 30' -0' -THIS ADDITION HAS BEEN DESIGNED TO MEET THE WIND LOAD REQUIREMENTS OF ASGE 1 -020 146 MPH, EXPOSURE G FOR AN ENCLOSED STRUCTURE DRAWN E.M.M. WA LL LEGEN -ALL PLANS AND SPECS HAVE BEEN DESIGNED AREA CALCU CHECKED XI��"ING� A /C 19 TO MEET THE FLORIDA BUILDING CODE 1 aQ. FT. M.S. EDITION 2004 t THE PROVISIONS OF THE EXISTING S' BLOCK WALLS TO BE REMOVED HIGH VELOCITY HURRICANE ZONES DATE Kf TC�1EN/1= ,41`1. R1"'I A/C = J�FT. J SQ. �. I - 25 -01 EXISTING S' BLOCK WALLS TO REMAIN SEE DEMOLITION PLAN _ (o FOR ALL SAWCUTS i PATCH�S MAS TER i /� _ / SCALE A5 NOTED FT. NEW 8" BLOCK EXTERIOR WALLS NECESS UJIN ° A Np poo TE NEW FF. SHALL B W SAME ROO �C Q. ELEVATION AS EXISTING FF. NEW INTERIOR WALLS TOTAL ADD ,4IC = 1236 JQ. F T. JOB. N o. 03 -006 T OTAL UNIDER A/C= 3181 5Q. FT. INTERIOR WALLS TO REMOVE SHEET WIND LOAD DESIGN CRITERIA GARAGE = 414 50. FT'. * ALL E XT. WALLS SHALL BE CONC. BLOC:< U.N.O. DESIGN WIND SPEED = 146 MP14 COVERED PATIO 221 5Q. FT. BUILDING WIND EXPOSURE GLASS = G _ — MEAN ROOF HE IGHT = 12' -6' TOTAL AREA = 38 C OQ. FT. WIND VELOCITY TO COMPLY WITH 5HT. ID FOR ALL WAL =L =S TO R I` IOV� 2004 FBC RESIDENTIAL 84403.9 OF SHEETS REV15IONS 5r: EXIST'G ROOF SHALL REMAIN AS EXIST'G NOTE: NEW PITCH SHALL MATCH 12' -6 "�— —°-------------------------------------- - - - - -- -------------------------- PEAK OF 8001= EXISTING (FIELD VERIFY PRIOR 70 FABRICATION OF TRUSSES) 12 ° EXIST'G ROOF 12 3 TRUSSES + l .::..:.... I 3 3:12 PITCH Agk 2 TOP OF BEAM - -8" (2) 2' -8 "X 8' -8" FRENCH OORS F NOTE: NEW TB. SHALL BE AT SAME HEIGHT r - -- - _ AS EXIST. TB ( -8 -2) EXISTING EXISTING ❑� ❑❑ (FIELD VERIFY EXACT HEIGHT) iii ii i LU II II 1 XS (3)12X12 (3)12X12 � -L 0 � F XE FIXED FIXED CONTRACTOR SHALL FIELD VERIFY 1 I' ;; ;I �- HGT. OF EXISTING T.B. AND MATCH ii ii a ii i� +�- Z t(�p O E z 011 v�f� O 3 : ELEV. OF NEW TB. TO BE P O O 00 HJ Q O U F- L) O � I; ; , 'I S TUCCO FINISH t0 fl'1AtC z L) -1 U OO OO S TUCCO FINISH (TYPICAL) w O z JU 0 �1 zU1 > w- p' =o" F.F. I L JI I ILJ I - - -- -- I O P i 4 FINISHED FLOOR Qgz�U�z m z EX o $ (2) 2' -8 "X ro DWzz znf z F ENCHDOORS owwpmjwQ T o R SOUTH ELEVATION W/ 1 2" x 8m" S IDEL IGHT S o=[--- ��z o+- Q toQ - dQ NEW FF. SHALL BE Q ~ SAME a o o O w uj z ~ 'u 'o ELEVATION AS EXISTING F.F. Q a ( Q o 3 w z N ��f� p �N a 0 z T IL :ir Cl n ui NOTE: NEW PITCH SHALL MATCH EXISTING (FIELD VERIFY PRIOR t0 EXIST'G ROOF SHALL Q rt U 4 4 O w + i- ` T 2 2 „ FABRICATION OF TRUSSES) REMAIN AS EXIST'G (K 12 -� ' — ---------- - - - - - ----— PEAK OF ROOF A � OR 9- � >r 12 EXIST'G ROOF 4 TRUSSES 's 3 D 3:12 PITCH Ld r W � TOP OF BEAM ®. ® CD Id e7 r- Go NOTE: NEW TB. SHALL BE AT SAME HEIGHT AS EXIST. T.B CV -2') uA r CD LA U2 V7 (FIELD VERIFY EXACT HEIGHT) cm C A CONTRACTOR SHALL FIELD VERIFY u ud HGT. OF EXISTING TB. AND MATCH CD ELEV. OF NEW TB. TO BE POURED Lu ad ®' d' CD EXISTING y EXISTING EXISTING EXISTING C STUCCO FINISH TO MATCH w w m m" F.F �EXIST'G FINISH (TYPICAL) ' - ------------ - - - - -- - -- FINISHED FLOOR E AST ELEVATION ? NEW F.F. SHALL BE s SAME ELEVATION AS EXISTING F.F. W EXIST'G ROOF SHALL — — — _ REMAIN AS EXIST'G 12' -�'� — NOTE: NEW PITCH SHALL I'1ATCH — - — — — — — — — — — — — — PEAK OF ROOF EXISTING (FIELD VERIFY Piv310R TO EXIST'G ROOF 12 FABRICATION OF TRUSSES) TRUSSES a 3 3:12 PITCH 1 S' -2' AFF - - -- TOP OF BEAM �+ I EXISTING 8 I X1� NOTE: NEW T.B. SHALL BE AT SAME HEIGHT OH GARAGE DOOR AS EXIST. TB CV-29 (FIELD VERIFY EXACT HEIGHT) CONTRACTOR SHALL FIELD VERIFY ui HGT. OF EXISTING tB. AND MATCH ELEV. OF NEW TB. TO BE POURED O O EXISTING EXISTING EXISTING EXISTING LL m - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — FINISHED FLOOR - - -- ------------ - - - - -, -- -------- - - - - -- N LvL NORTH ELEVATION 1/4 " =1' -0" uj NEW SHALL 5E a SAME z V) ELEVATION AS EXISTING FF. V 1 0 1 NOTE: NEW PITCH SHALL MATCH EXISTING (FIELD VERIFY PRIOR TO 12' r - - FABRICATION OF TRUSSES) ------------- ° - - - -_ I PEZ1 OF ROOF EXIST'G ROOF 12 TRUSSES g 3 3:12 PITCH - - - - -- TOP OF BEAM 28.5X13 26.5X13 NOTE: NEW TB. SHALL BE AT SAME HEIGHT FIX D FIXED AS EXIST. TB (*- 8' -29 (FIELD VERIFY EXACT HEIGHT) 3(oXro'8 CONTRACTOR SHALL FIELD VERIFY DRAWN EMM HGT. OF EXISTING TB. AND MATCH STUCCO FINISH TO MATG ELEV. OF NEW TB. TO BE POURED �EXIST'G FINISH (TYPICAL) 14X38 14X38 28.5X38 -3/8° CHECKED FIXED FIXED S/H Mg O DATE 1 -25 - ® l m - m " F ---- - - - - -- -- -- — ---------- ° - - - -- - 26 - 5 — X5 — c35 - - - -- SCALE ,45 NOTED FINISHED FLOOR - - -- --------- - - - - -- — 28.5X�9.� - - - -- .. 5/H S/H JOB. NO. 03 - 00b W S T E LEVATION SHEET 174"= 1' -0" NEW F.F. SHALL 8E -a SAME ELEVATION AS EXISTING F.F. 2 OF SHEETS REVISIONS 8"1': I 3 -15 -01 0 ed 20' -3" N t�� r ® ° I - - - -- -- ---- - - - -C I — — — — — — — — G2 � I 0 w F I 1 «5 BAR VERT. ° I I I U +- p 0 U I 3 IN EACH CONC. I I I w 1= tU ? FILLED CELL 0 I U t I 48' O.G. ( TYP. I p = Lu I _ 0 UN .O.) I I Z�� zu u - I I I 1 -1/2 RECESS y�1 SLAB PERIMETER 9 U- O O Z O) O ® I (TYPICAL) I ® I U U m 1 U q � p cD�tLl �- I ® cI I o> I SI W/ I I �' U66) 4 CONC.SLAB2500P ll! ~ O p � p O W I I 6 X 6 10/10 W.WF. OVER F I I 0 6 MIL THICK K TOP OF I I I W'- .4 F q m � I VAPOR BARRIER I EW FF. SHALL BE WELL COMPACTED, TERMITE I SAME I � p Z Z 9 E 0 I TREATED, CLEAN SAND FILL. i ® I I I — — — — — — — — — — — — — — — — — — — — I w x 0 C- IL .4 q +- fY O� - K p�� 0 (SOIL TO BE COMPACTED TO O 2500 f= (SEE SOIL a W m 1 p_ 1 "5 BAR VERT. ENGINEERS REPORT.) 1 -1/2 RECESS I FINISHED FLOOR I `� q U q p � IN EACH CONC. * SLAB PERIMETER? ® _ 0 . FIN F LOOR -q p p ns j UJ Z I to t z Lu I FILLED CELL 19 (TYPICAL) ¢a -0 I q '��o�'O'= F Z 48' O.G. (TYP. * U.N.O.) FINISHED FLOOR I I NEW FF. SHALL E SAME I q p ~ ELEVATION AS EXISTING FF. ►.( u�1 z Q �[ U I 0 ° ELEVATION AS EXISTING FF. 1: � O > Q- LU \- 0 Lu EXIST. FOUNDATION SHALL REMAIN 0 4 U r q LU 8'x12' GONG. STARTER C f L. I _ I � EXIST. FOUNDATION SHALL REMAIN I U � (� � � 3: q PP- � p[ W/ (4�'S BARS VERT. EXIST'G SLAB t0 REMAIN g (L I W/ "3 TIES * 105' O.C. I I EXIST'G SLAB TO REMAIN I '� A u1 ► O O rL fN COLUMN DRILLED LED C2 I m CA lk I° i STTARTER COL) O C. I I ° Gl — F2 F2 F2 FINISHED FLOOR I I I_ I I Gl 0 I t Imo! I ° I 0' -0' - - i I ° I or,. Ins I 4 "x4'xl /4' STL. COL. , I � NEW FF. SHALL BE 0 SAME L — I — J (SEE SETAIL ON SHT 8-3) L — I — J J j ®p ® ° ELEVATION AS EXISTING FF. I �1 in - EXIST. FOUNDATION SHALL REIN I I I 0 I C y MA 43 EXIST'G SLAB 70 REMAIN fia 0 1w �+�® z er' I I ® ® �L PERIMETER 1 SAB PE — I I ® Y0 d I ( (TYPICAL) 13' -2' 2' -9' 14' -1' 12' -9' I IW I I IS -11 I 4'x4'xI/4' STL. COL. — F2 F2 — — �- — (SEE SETAIL ON SHT S -3) r — I 4 "X 4'.1 /4' STL. COL. I U _ I I 0 5 DOWELS *20' O/C _ ( SEE SETAIL ON -SHT 8-3) 0 I - t _— —- - - - -� - - I — � _ I 18 ' LONG(MI1N.) DRILLED 0 I ° IN EXIST'G SLAB WI T I m �p EMBEDMENT(MIN) TYP. SEE DETAIL 1 / I L —I— J L 1 J L . J - - - - - -- - - - — I ® C2 F- I I ' 4' GONG. SLAB 2500 PSI I I W I I W/ 6 X 6 10/10 W.WF. OVER I I I 6• FINISHED FLOOR r I o 0 0 0 0 0 9, MIL THICK (MINIMUM) VAPOR BARRIER ON TOP OF WELL COMPACTED, TERMITE NEW FF. SHALL BE A SAME (SOIL ° TREATED, CLEAN SAND FILL. I I I ELEVATION AS EXISTING FF. I FI (SL TO BE COMPACTED TO � — — — — — — � — — — — — — — — — — — 2500 P.SF.) (SEE SOIL I EXIST. FOUNDATION SHALL REMAIN 2 G2 I ENGINEERS REPORT.) I I I 6 0 EXIST'G SLAB 70 REMAIN I o 0 0 o ' e I I -- i 6 ° I 61 I 1 "5 BAR VERt. 1*5 DO L DRIL�LEg 8'x12' CONC. STARTER COL. N 1 "5 BAR VERT. I I I IN EACH CONC. IN CO UMN W/l' MIN. W/ (4))S BARS VERT. IN EACH GONG. O FILLED CELL ® EMBE ME NT 12' O.C. W/ *3 'TIES a 105' O.C. FILLED CELL 'D I 16 4�8 (TYP. * STA TER COL.) 48' O.G. ( TYP. UN.O.) ® I IN GDOLWIIEL DRILLED I I I 6 EMBEDMENT 12 l" O.C. I I V a STARTER COL.) ° C \ I 1 -1/2 RECESS I 1 "5 BAR VERT. 0 !r a SLAB PERIMETER 8'x12" CONC. STARTER CO _ _ _ _ — — — — — — — — — — — — --- S COL 8 "x12' CONC. . IN EACH GONG. I �, I (TYPICAL) FI W/ (4)"5 BARS VERT. — — — — W/ (41 BARS VERT. FILLED CELL I 1 W/ •3 TIES 105' O.C. W/ 0 3 TIES 0 105' O.G. 48' O.G. (T ® * YP. I `� _ 1+'S DOWEL DRILLED I ° IN COLUMN W I' MIN. 00 SI I I I r , EMBEDMENT 12 O.C. 4 GONG. SLAB 25 P 3' -10' 5' -8° V -10' 1' -4 F2 N G a STARTER COL.) W/ 6 X 6 10/10 W.W.F. OVER NIZ ro MIL THICK VAPORBARR E R ON TOP OF I ® I ® WELL COMPACTED, TERMITE I I u. all I 0 I 6 I 1 _ TREATED, CLEAN SAND FILL. F I -/ / — (SOIL 70 BE COMPACTED TO Q 0 I 6/ 1 2500 (SEE SiOIL �. ` P.SFJ \ FI ENGINEER REPORdT.) I I � ) \ \\ I L IJ I ® I O SEE SETAIL ON SH7 S -3J S• 6, I O I l °1 o ° 0 SOIL SHALL HAVE PRESSURE GROUT INJECTIONS ON 18 INCH CENTERS UNDER ALL OF THE PROPOSED i0 e• ° I FOUNDATION ELEMENT WALL FOOTINGS AND uj I q 0 / PATIO STEP SLAB W/ COLUMN PADS AND 4.0 FOOT ON CENTER5 BELOW _ 6" ��' ° I ® I ° Ln I I / 8 X 8 ' THIC NED EDG THE SLAB ON GRADE. (SEE GEOTECHNIGAL 6° I I I / W/ 1 - *5 BA (CONT) FICATIONS.) I ° L F I L — AS PER FB REPORT FOR EXACT SPEC 1-1 /2 RECESS I 0 4'4'xi/4' STL. COL. C I SIE SETAIL ON SHT S -) 1 0 5 BAR VER7. FILLED EACH CON . (TYPICAL) 0 48' O.C. (TYP I 2 ,n I * uN.o.J — J L 3' -4' - - - - - -- 8' —1 J..�� F2 - - 101 0 0 0 ® 0 t ACCU UNIT SLAB W/ 48' HIGH W LL — — — — — — — — 8' X 8' THICKENED EDGE O L - I — — — 1�'_2' ` — W/ 1 - 0 5 BAR (CONT) 9'_C�' 10' -9° PATIO STEPS E SLAB W/ � -T AS PER FBC R4404.435 V X 8' THICKENED EDGE ' SLAB FOR A/C PAD 20' -1' W/ I 0 5 BAR (CONT) I AS PER FBC R4404A35 ®■ U . ® . i'��11 ®��' � � PLAN 3' -3' 1' -9' 1' -9' 7' -11' 1' -9" 1' -9" 3' -3 4' CONC. SLAB FOR A/C PAD 114°°= 1 ° -0 °° COLUMN SCHEDULE ' -2� ',_2, 30' - °' ' FOUNDATION NOTES AFTER BREAKING GROUND A 15 UNIT SLAB D 8' X 8' THICKENED EDGE DESCENDI SIGNED AND SEALED LETTER Wf 1 - 0 5 BAR (4004) DRAWN COL t THE ALLOWABLE BE CAPACITY FOR WHICH THIS STRUCTURE- COLUMN T�INFORCIP!!s DESCENDING INTO ISOLATED FooTlrrB ,. l CONC. BL 1 BAR M EACH AS PER FBC 84404.435 IS DESIGNED TO REST IN 250 A PSF. THE SURFACE SOIL CONDITIONS To BE NOT LESS THAN 36 DAR DIAMETERS ABY. AND BELOW WILL BE PROVIDED TO THE m°I=a- of tilK CELL E1'1T1. ALL CELLS FILLED W /GONG. TO BE VERIFIED AT BUILDING SITE BY AN APPROVED SOILS ENGINEER/ THE JOINT (F NOT ENOUGH SPACE BUILDING OFFICIAL AL TO VERIFY " L�° (TYPICAL UN.O.) 2. ALL CONGZETE SHALL MEET 2,500 PSI AT 28 DAYS. THE MAXMUI'I a ns SPLICES IN WIr BARS to BE Ca AN NTINUINS D NOT BEARING CONID ITIONS ARE AS (SEE SPACING ON SHT 5 -1) PRIOR TO THE INSTALLATION OF ArN FOOTING CHECKED IL M.S. SLUMP SHALL BE 5' (+1') LESS THAN 36 BAR DIAMETERS, AT COMERS AND /OR CHANGES IN FOUNDATION SYSTEM FOR NEWBU I LID INGS, 3. REINFORCING STEEL : WIRE WELDED FABRIC ASTM A 185 THE DIRECTION It SHALL BE 48 BAR ASSUMED. RE1��RCINGBARS ASTM A615 I *5 BAR IN EACH STRUCTURES, OR ADDITIONS, THE BUILDING OFFICIAL 1-25-01 10. INITIAL TRUSS ENGINEERING MUST BE SUBMITTED TO ENGINEER OF RECORD O CONC. 15LK CELL SHALL BE PROVIDED WITH A STAT ?EMENT OF FOOTING SCHEDULE C1 0 0 - FILLED W /r ALLOWABLE BEARING CAPCITYFRcOM AN ARCHITECT A5 NOTE p BLADS (E)CERIOR) 11/2' FOR APPROVAL PRIOR TO POURIN'i ANY SLAB OR FOOTINGS SCALE TIE WIRE ASTM A82 MINIMUM CLEA SLA55 (INTERIOR) 314' 11 CENTE OF FOOTINGS SHALL CONCIDE WITH RLINES CENTE OF SYMBO TYPE D R4 ESCRIPTION ENGINEER (2004 FBC, RESIDENTIAL SECTION COVERAGE BEAMS AND COLUMNS 11 COLUMNS UNLESS OTHERWISE NOTED ON FLANS OR SECTIONS. RLINES m ' 8'x12' POURED ' X 6' DEEP HOLE FILLED D GONG. COL. 84404.2.2 JOB. NO. OF STEEL FORMED CONCRETE BELOW GRADE 2' UNFOR'fED CONCRETE BELOW GRADE 3' W/ 03 TI BARS ' 0-C- EPOxY + INSERT rCw H 03 -006 12. CONTRACTOR TO VERIFY ALL MA^aONRY OPENIPYsS LLV WINDAU !POOR C2 VII °� W/ � TES g 10' O.G. BAR x tB' L014 SPACE HOLES + 2m' o/c ALL BAR SPLICES SHALL 13E 3m DAR DIAMETERS. MANUFACTURERS SPECIFICATIONS PRIOR TO L OCATING FILLED CELL& 14'X30' GONG. FTrs FI W/4 0 5 CONT. W/ 5 a •' 4. GLEAN OUT OPETIINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL B, TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY DE INCREASED TRANSVERSE BARS* i ;: HEFT CELLS, CONTAINING REINFORCEMENT AND ANY OVERHANGING MORTAR °rt--trr 12' O.G. 3• —1 8'x15' POURED CONC. COL. s OF OBSTRUCTION SHALL Be REMOVED FROM THE SIDES OF SUCH CELL 8' MAXIMUM TO FIT BLOCK WALL. o W/ (63"5 BARS VERT. EXIBTG NEW 77 WALLS, AND SHALL BE SOLIDLY FILLED WITH CONCRETE IN LIFTS 14, CONTRACTOR TO VERIFY ARCHITECT HAS COMPLIED WITH LAYOUT / G3 ® W/ 0 3 TIES * 1® O.C. S AND COLUMNS AS PER ENGINEERING BY 2 FIND FIND OF FILLED ELL 'i 4 20 �''' 5 1 NOT EXCEEDING 4 FEET IN HEIGHT. SPACING LLED (� R S. ALL WATER CLOSETS, SHOWER HEADS, LAVE AND SINKS MAURIGE SHASHOUA u• TO COMPLY WITH TABLE 46 -R2 OF FBC 2004. 1B. FOUNDATION UNDER RATIONAL Ai F2 a TTY : 36'.36'X GON EACH G. 1 BAR IN EACH 1 DOWEL p E 7,4 I L 6. WATER SERVICE SHALL COMPLY WITH 1 2004 TAIBLE 46 -D FtG. W/3 0 5 G4 ® c GONG. BLK CELL KTd 16. UNIT MASONRY DONE UNDER RATIONAL ANALYSIS, TRANSFER BARS WAY. ® FILLED W /GONG. $ 1. SLAH SHALL NOT BE LOADED UNTIL 12 HOURS AFTER NOT REQUIRED. �---- __- -f -- _- - -r -- OF SHEETS THE TIME OF POUR. REVISIONS 51': 0 ° V -2' AFF. CONT.) V -2' A.F.F. (CONT.) TOP OF TB. — MAX U =440* A TOP OF T.B. I n I o ® EXIST'G ROOF I \\ I o o o u TRUSSES 'N I I i- ul 3:12 PITCH \ / 0. g n U P \ -EXIST'G ROOF SHALL / I q� � z t- O- � z z REMAIN AS EXIST'G O�zt =4 p O D UV� U o -- -- -- -- ---- - - - - -- ° = MAX U = 1790" O \ / I (0 O Q O O OMAX U = 1190 " �_ z ® __________ ----- - - - - -- ---- - - - - -- GIRDER TRUSS BY MAN \ / I � �uzd) u'o°OL ar I PROVIDE A SUB FACIA AS FOLLOWS \ I (K u� p a a p I>_ lu 1 \ / 2x6" WOOD BLOCKING BETWEEN i\ I 0 g Z� e w Z 4 ED EA. ROOF JOIST W/ 16d NAILS N IN EA. END AS PER FBC 2322.2.1 Z Z U `� 4 ` K TYPICAL BETWEEN ALL JOISTS I I p Z Z L O U L O NEW BEAM HEIGHT SHALL ° \ \ I 30 lY - O in j 0 ° I 8' -2' ±AFF. t0 UNDERSIgts I \ I I 0- 4 3 Z O OFE VER Y EfCsH7- \\ \ I I �z��jL1�p Z NEW ROOF SHALL MATCH I I EXIST'G ROOF I \ \ I I q O O O 1 O w O 6 EXIST'G TILES (TYPICAL) TRUSSES \ 01 - 0` 7 3:12 PITCH I \ \ \ I I EXIST'G RUSSES gOOF E 4 Ll u1 V o NOTE: NEW PITCH SHALL MATCH o \ \ I 3:12 PITCH Z W- IL :1 0 0 W EXISTING (FIELD VERIFY PRIOR t0 I G ROOF SHALL \ I Q w ,� q Q I O ju EXIST' OC _ FABRICATION OF TRUSSES) \ REMAIN AS EXIST'G \ I _ Y27C36' A q I' ACCESS I / \ \ \� I o _ \ \ I I / EXISTING STU55 OFF A5 REQ' / EXISTING T SHALL \ \ BE STUBBED OFF AS REQ'D GIRDER TRUSS BY MANUF. t0 ACCOMODATE NEW t0 ACCOMODATE NEW t0 CARRY A D SUPPO HIP ROOF (TYPICAL) ) VA F it [] \ HIP ROOF (TYPICA EXSIt G -STUB ED TRU ES - ___ A MAX U = 5090 "O , q \ / IL: ' ®" I / D \ � ---- - - - -_T I �+ �O \ d , I , ` 1 / ° I /� EXIST'G ROOF SHALL \ \ � mis LO REMAIN AS EXISr Cs 20 Q � � I \ / CA ca Z� , , / CA LO 00 0 1-- LO �- � -- - - - - -- — — sA `." A - - - - - -- - -� - - ®® -- gmlll / I ®® �tj O o zmuo ® wm °i I- Is w w N I PRE -FAB ROOF TRUS ES g NEW ROOF SHALL MATCH =+ 24NO.C. PF / 61ua DWG'S BY RUSE MA SEE SHOP xwOPz 'nLl !TYPICAL UN.O.) U llIII / I EXIST'G TILES (TYPICAL) I �' MANUF. SH DW " G'S HALL \ wfII1- I ( 11 O pX SUPERSEDE THIS DW \ I I ��" II i 1A qm I EXI TRUSS oe \ _____------ ° - - --- --- ----- - - - - -- r _= NOTE: NEW PITCH SHALL MATCH n C EXISTING (FIELD VERIFY PRIOR TOI FABRICATION OF TRUSSES) ° I I I / EXI5r/wl I P •• FACIA AS FO LOWS v I RO VfpE A SUB L . I r r i i' EA ROOF JOIST WK16dNAILS� III T EA. YPICAL BETWEEN ALL JOISTS .' EXIST'G ROOF Y ` TRUSSES g 1 ui 3:12 PITCH ® 0 0 0 To NOTE: NEW PITCH SHALL MATC � y; o EXISTING (FIELD VERIFY PRIORITO FABRICATION of TR.tSSES) k LJ T -,d _ I � I I I I k�' I PRE -FAB ROOF TRUSSES a 24' O.G. N BEAM E I k SEE SHOP DWG HEIGHT SHALL ME ' BY TRUSS MANUF. PROVIDE A SUB FACIA AS FOLLOWS I S -2 *AFF. TO UNDERSIDE I NEW ROOF SHALL MA7GH ?I (TYPICAL UN.O.) 2x6' WOOD BLOCKING BETWEEN OF XIStIN�� WD. TRUSS 5 EXIST'Cs TILES (TYPICAL) EA. ROOF JOIST W/ 16d NAILS '� -FIE�D VERIFY EXACT PE1GH7- +MANUF. SHOP S SHALL IN EA. END AS PER FBC 23222."1 I SUPERSEDE THI DWG I TYPICAL BETWEEN ALL JOISTS I I I ° r -,a I I AA Lu 0 o a — _ a ® I WD 0 T A GI T1�IS5 BY r MA =1 - 1 NEW ROOF SHALL MATCH q> MAX U = 520" I = ___-____= __ - - - -- — ® — — ® ®— ®— — — — — — — — — ® EXIST'G TILES (TYPICAL) / \ ® '� N .� iii - - - -- - - -- - MANUF. -- � Q� ° �` °� +� — '7' — O - NEW BEAM HEIGHT SHALL NOTE: NEW PITCH SHALL MATCH I LL O MAX 1 8' -2' *AFF. t0 UNDERSIDE / \ EXISTING (FIELD VERIFY PRIOR TO A MAX U = 520» OF EXIS7IN� IUD. TRUSSES ® "� v / 'I_ \ -FIELD VERIFY EXACT HEIGHT. \ FABRICATION OF TRUSSES) I � OMAX U = 520" \ 0 LLJ A MAX u = 630" ° G IRDER T S BY NUP_ Ce NOTE: NEW t.B + SHALL BE AT SAME HEIGHT �:'� ® / \ o AS EXIST. t$ (_8 -2) IN ° �';../ (FIELD VERIFY EXACT HEIGHT) ATTIC VENTILATION CALCULATION - - - - -- - - - - - -- GIRDER TRUSS -- MANUF_ - - - - _ - o = _ i� /� / CONTRACTOR SHALL FIELD MAX U 2220 - - - ___- - -__ —_ _ AX U !� O B ® - 2220" VERIFY *� O Ln NEW ROOF AREA - 2810 SF 1 �� TCH I !l / HGT. OF EXISTING T.B. 7. D z I / 6 AN 1 2810 5F X 1/150 = 18.1 SF (TOTAL AMOUNT OF VENTILATION NEEDED) 0 � ® � a � � E LEV . OF NEW T.B. 70 BE POURED U S "Xl6" SOFFIT VENT I v / a PROVIDES 56 SQ IN OF NET FREE AREA PER PIECE u � / I �' t ° o i 56 SQ IN = 0.39 TOTAL SQ FT PER PIEGE _ O I ® / 18.E Sr- /3 SF = 47.9 PIECES NEEDED — BRACING NOTES o — I r -a (48) S' X X16° TOTAL SOFFIT VENTS ARE NEEDED Al u = 44 8' -2' AF . (CONT.) INStALLAt10N OF PERMANENT GROSS 1 BRACING SHOWN DOES NOT INCLUDE TEMF'ORARIY BR4GING REQUIRED FOR THE ERECTION V - O AND INSTALLATION OF TRUSSES PRIOR TO THE " O O o O o < TOP T$. �� BRACING AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACING IS THE — I 4 O o O RESPONSABILTY OF T -Q r- THE TRUSS INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS q O I T -A T -A r r- r -a NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR . �+ I I — ®® ' ( REF.: HIB. -91 SUMMARY SHEET) c0 �\ ® — -- MAXU = 460 �/�� PERMANENT DIAGONAL BRACING AS SHOWN ON THIS SHEET DOES NOT INCLUDE BRACING V -2' AFF. CONT.) ��// 8 -2 ROOF FRAMING PLAN 2 7 OF T.5. REQUIRED FOR GABLE AND SCUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TOP OF TB. 1/4" "_O"" t0 STANDARD GABLE END DETAIL FOR BRACING REQUIREMENTS OF THE TRUSS MANUFAGTRER . PROVIDE A SUB FACIA AS FOLLOWS FIRST FLOOR COLUMNS 4 FILLED C 3 ALL TOP CHORDS ARE ASSEMBLED t0 BE SHEATED, AND AND ALL BOTTOM CHORDS BRACED 2x6" WOOD BLOCKING BETWEEN ARE IDENTIFIED ON SNT. 5-1 BY A RIGID CEILING SYSTEM .REFER t0 INDIVIDUAL TRUSS DRAWINGS FOR BRACING RE- IN EA�EN PE 23222.1 QUIREMENTS OF NON - SHEATED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. TYPICAL BETWEEN ALL JOISTS DRAWN 4 REFER t0 'HIB -91 GOMMEMTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION, E.M.M. AND BRACING METAL PLATE CONNECTED WOOD TRUSSES ', APPENDIX G FOR RECOMMENDED U S P TRUSS TO CONCRETE T I E D O W N SCHEDULE CHECKED SEQUENCE OF INSTALLING BRACING COMPONENTS. MAX ALLOWABLE FASTENER LATERAL LOADS M.S. 5 THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DESIGNS TO WITHSTAND GRAVITY ir"S MAX CONNECTION USP STOCK CONNECTOR SCHEDULE Fl F2 AND WIND LOADING AS WELL AS GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY SYMBOL TRUSS TYPE NUMBER UPLIFT SEAT TRUSS/ DATE I - 25 - ® - I TYPICAL BEAM SECTIONS OF THE TRUSS DESIGNER . ANCHORAGE OF THE TRUSSES AND GIRDERS TO THE UPLIFT 13390 160% SUPORTING STRICTURE TO WITHSTAND WIND UPLIFT 15 THE RESPONSIBILITY OF THE WA L L LEGE PLATE RAFTER REINFORCED CONCRETE TIE BEAM SCHEDULE CONCRETE STRENGTH -- 3,0 PSI 8" PROJECT ENGINEER OR ARCHITECT. AO 1250 CONCRETE TA 24 1210" 1210" PE AN 255" 345" SCALE AS NOTED STEEL REBAR STRENGTH = 6000 0, PSI BEAM P BEAM CONNECTED W/ MTL. PURR CHANNELS - BOTT. CHORD SHALL BE CONTINUOUS 1' X 4' TRUSS 70 JOB. NO. BE BAR$ SHEAR ,000 6 CEILING TO THE TOP OF THE BOTTOM CHORD W/ (2)- 10d NAILS a SPACED g 6 BEAM T M B TIES REQUIRED COMMENTS g+ 'r'. � CONNECTED ' -0' O.C. 03 -006 L SIZE EXISTINCs 8" BLOCK WALLS TO REMAIN �f�fii%�]i O 113000 CONCRETE LuGtz 1850" Is50" (v l0d x t�is n6) l0d x 1�% 12z0» 460" l BEAM 8X12 2"5 2"5 NONE REQ'D TYPICAL UN.O. TRUSS TO p 1 CEILING CONNECTED TO UNDERSIDE OF TRUSSES WITHOUT MTL. PURR GHANELS - BOTT. SHEET 8X18 2"5 25 2"5 *3 AT 10' O.C. • CHORD BRACING SHALL BE CONTINUOUS 1' X 4' CONNECTED TO THE TOP OF THE BOTTOM T - ;� <:. CHORD W /(2) -10d NAILS t SPACED g W -0' O.G. O T- 2100" CONCRETE HLPTAIS 2125" 2125" (2) 10d x 1 (20) 10d x 1 1860 1115» RT -A 8X12 2 2 NONE REQ'D RAKED 5 M PER TO )TL- BEAM GON — 8 THE BRACING SHOWN ACTS AS A RIGID CEILING . ALL TRUSSES THAT ARE CONNECTED TQ G. ALL UPLIFTS ARE BASED ON A STANDAR TRUSS T.f3. ENTIRE PERIMETER SHALL TYPICAL BEAM LAYOUT FOR X ALL EXT. WA S� -I,4LL BE GONG. LOCK U.N.O. SHALL BE TIED DOWN W/ THE STRAP< A> ON THE COMPUTATION. CONTRACTOR SHALL CONFI ALL T. "T - A" U.N.O. " *• REBAR AND TIES IN SECTION. SCHEDULE (THIS SHEET) UN.O. INDIVIDUAL TRUSS LOADS t USE THE STRAP ING AS ALL BEAMS HAVE BEEN DESIGNED TO ACCOMODATE 2' M.O. (TYPICAL) DENOTES LOCATION OF X- BRACING (LATERAL LOADS HAVE BEEN CONSIDERED DESIGNATED ON PLANS, REFERING TO THE CHART VERIFY M.O. REQUIREMENTS W1 WINDOW MANUF. PRIOR TO T.B. POUR THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND FOR ALL STRAPS) ABOVE FOR ALL ATTACHMENTS. ENGINEER SHALL BE NEGATIVE PRESSURE 4 MEETS THE REQUIREMENTS OF CHAPTER 23 SFBC 2906.17 NOTIFIED OF ANY CHANGES PRIOR TO CONSTRUCTION. OF SHEETS REVISIONS 81': - - - - -- — 5'xl2' GONG. STUB e ° COLUMN W/ 4+'5'5 - — RAKE BEAM (SEE BEAM SCHEDULE) 6 �- — — — — — — —� 4 — — — — — — — — — — — — — — — — PRE-EN GINEERED VERT. W/ HOOPS 1 . I GONG. T.B. T 4. 012'O.C. HOOK TOP WALL 1 is 6' - m' m.c ON BOTTOM CHORD, (TYP. UN.O.) "' 1'X4' YELLOW PINE RAT RUNS PLANE. B 24' O.G. o TYPICAL Sxlb' C ONC. AND BOLT. STEEL I _ - _ _ _ _ - �. '�•�• — � — — � _ - — _ _ RESTRAINED s20' -0' INTERVALS BLOCK PART9N INTO TIE BEAM TO — — — — — — — — i I .'' r CONT. STEEL I ° 1 ° TYPICAL 05 VERTICAL REINFORCING 30' MIN. IN FILLED CELL a 4' -0'oe (MAX) ° 1 . I LAP — EMBEDDED 4 -1/2' (MIW4 HOOKED I RAT INTO RAKE BEAM �' — — d — m - RN w� -- ��- - - - -. I EtRAC D `B S . - a CON . BL WALL of. U ` p O_ U 2'x4' �w w a, LAP IAGONAL BRACING F- F 3 ,4 . , D �'� U Lu :1 R . w .. i . : ; �:.:.'. ATTACH t0 TRUSSES p � `� O � � w /(2)16d"LS "' • l Maw *LCge PER CORNERS 4 a w 1•- :1 � z ^: CON . BLK WALL ;' °�;:': 1*5 IN CONCRETE O �. � �.`•� INTERSECTION OF O D (L �U O - f ; FILLED CELL ►nc�ert po } 3 . rancattas ad • s• cam ®Id a r• ac '� WEB MEMBERS Q EK 0 cn J w v p �Id • s• ae and a a• ae e ►• Ittas 207 TO 45? BtTM CHORD 9 W - d d) d) cj> p ly s e4aca� ad •I nn AS FIT ALLOWS LATERAL BRACING d) U U 1 0- BottoM CHORD of tR1ss _ 0 d) i- ww— ROOF SHEATING FASTNER DETAIL 6 PERMANENT LATERAL BRACING DETAIL 7 DIAGONAL BRACING DETAIL o' ° e °° m 3 RAKE BEAM DTL. 4 TIE BEAM CHANGE DTL. 5 S NTS .< w� NTS N.T.S. S - RI=FER TO ROOF PLAN FOR LOCATION z Z u � q � � — y- o S -3 S t sHEATHIN!" IS REMIFED TO BE ANCHORED S -3 S-3 TYPICAL @ PARTY WALLS & GABLE ENDS S WITH BD RING SHAt•!lCNAILS AS PER 93C R- 44092.4 DIAGONAL BRACES TO CROSS MIN OF 2 TO MAX. OF 4 �7�zp�Zpw — 1Wt� � tu1:(L �Z q - cA Q L c IIIIII QZ�J> ci1� D OWEL D I - 'OOILOwz l i CONT. CAULK a PERIMETER PROVIDE PAINT FINISH OVER I COLUMN W11 U M (X a Q p ~ p o O 2 COAT STUCCO FINISH. I I - l� I U ALUM. WINDOW FRAME a . 4 ° EMBEDMENT @ 12 II O.C. �'I O z p w 8' MASONRY UNIT. I I Q 1' 9 W w 4) 13 w +Z— _. STARTER COL.(T P.» -3 d)'T �- JU FILL CELL SOLID W/ CONC _ U 4 � 0 00 Q u z F ° CONT. GALV. ALUMINUM °Q ° ° I I a $ FLASHING ON 1' x 2' DRIP STRIP (BIRDER BY TTRM MANX. ALUMINUM GUTTERS PROVIDE 1/4' X 3' TAPGON � - � � II X 1 2 II C O l �l C. 5 T A RT E R COL. - AND LEADERS SCREWS THRU WINDOW u a 1 x 4 P.T. WOOD BUCK a III INTO GONG. FILLED CELL 6' INSULATION ON 8' C.M.U. W1 (0 ARS VE RT, A MI - - - -- W/ 3 TIES 10.5 O.C. _ 6' WIDE X 1 /4' rHIGIC TYP. GABLE END FROM TOP AND BOTTOM INSULATION TYPE AND � 'GII II [2) 3/4' ANCFIOR BOLTS 7HRJ STL PLATE U)1 V4' PLATE ON EACH SIDE OF \ AND 24 O.G. MAX. a GIRDER LW N OF b' GUTTER NAIL IMBED STRAP 4' IN SPACING. J R - VALUE. " kt GIRDER \ J ®" am Lu FILLET WELD OVER GI CD EMMMI)MENT INTO CONC. CONCRETE OR USE ° a al ° I (3) HILTI POWER PROVIDE CONT. VERT. i ® I- TYP. t2' t8 G.W$. TAPED, SANDED REFER TO BP1 SCHEDULE u u ° u u IONS OR EQUAL INTO . a 4 /2'STur-CO FIN ON 2' x 6• CEDAR FASCIA T.B. I. I/S ff•IBED 3' BEAD a EDGE SMOOTH AND PAINTED. ` FOR R i LINTEL DTLS. ° ° a GALV MTL. RIB LATH W/ 1' x 2' DRIP EDGE Th'P. (5) led --y ° � Lm P 10. n. W!1'X25' SCREEN HAILS MR STRAP C/G j �( A � I r N VENT s 9' - 0' O/C MAX 3' C/O SPACE ih/ �6 /pl` ■1 8 n— 1 fA MIN I I Lu DEC. FOAM MOULONG TO G.W$. TAPED, SANDED CD BE SELECTED BY OWNER 4' -0' CONC. BEAM. DROP OVER ° ° oD O SMOOTH AND PAINTED. I �' �++ s4 WINDOW. o� GAUGE GALV. STUCCO FINISH. �1 HURRICANE STRAPS • e' -m' PROVIDE CONT. BEAD. ® am I. 1/S' WIDE IS GA y LE END• �I III III � @ a " O/C ROOF DETAIL S CREWS PROVIDE GOVT. CAULK o/C ALONG GAB I 1/4' X 3' TAPGON EXISTIC I `tEw DOWEL s 10 GABLE END STRAP DETAIL PERIMETER S RREWSTHRU WINDOW V X III DEEP HOLE FILLED II s GIRDER TIE DOWN DTL NTS NTS ALUM. WINDOW FRAME 4 1 X 4 P.T. WOOD BUCK FND. FND 1� ®N(1`�IN.� DRILLED S -3 S FROM TOP AND BO TOM 6' �( FN D. LJ X ( 1 III II S -3 NITS AND 24' O.C. MAX. `�/ EP ® "� � INSET NE II IN EXIST � �ND. UJI� SPACING. E3AR X 18 LONG SPACE HOLE5 20 O/C ME3 DMENT(MIN) TYP. � V NOTE: 1 X 4 P.T. WOOD SILL CUT TO BUCKS ATTACHED W/ 1 -1/4' FIT OPENING. POWDER ACTUATEDPIN56 1 FOUNDATION AND DO DETAIL FROM CORNERS AND 12' O/C THRUOUT. S - 4 N.T.S. ° o CONT. CAULK PROVIDE 1 X 4 P.T. COW. 1 X 6 FINISH WOOD JAMB 2'xS' P.T. DBL. JAMB SUB - BLOCKING ATTACH NAILED TO SUB BLOCK r 5/8' G.W.B. TAPED, SANDED TOP PLATE NAIL TO MASONRY W/ 1/4' X 3' W *8 GALV. NAILS a 24' GONG. WINDOW SILL. SMOOTH AND PAINTED. TO STUDS LONG TAPCON SCREWS a 24' O/C 4 AT MAX 4' FROM STRAP EA MO TOP O/C 4 AT MAX 4' FROM CORNERS. INSULATION ON S' C.M.U. . w/ HUGHES CORN TO PLANS FOR FLAT TILE SHINGLE ROOF 8 MASONRY UNIT. I INSULATION TYPE AND (TO MATCH EXISTING TILES) T FISX o CON- BLK W/ CELL HINGES AS PER R - VALUE. ATOP 30* FELT TIN TAGGED FILLED SOLID W/ CONC. PRODUCT APPROVAL. TO 5/8' EXT. GRADE PLYWD.. o FILLED SIDE L OPENING. SHEATHING ON TOP OF PRE - ENGINEERED WOOD PRE -ENG. WOOD 0 2'x9' VERT. ROOF TRUSSES a 24" O /C. ROOF TRU55E5 - Y `` WEB9 sle'OL. ' GONG. TI� I!1' WEDGE ANGEL BEAM W/ MIN. BOLTS •1e'O. - w, WINDOW HEAD, SILL 3 4 +SAS 2'x9' PT. BOTT. MIN. 7' EMBED. o ��- PLATE NAIL TO ) DETAIL TRUSS ANCHOR snips O1 (SEE DETAIL ON SHT S -3) snips AND JAMB DETAIL N.T.S. SEE DETAIL 9/5 -3 1X BRACING a 91 o GALV. ALUMINUM °+ FLASHING ON 1' X 2 B C 20' r 11 KNEE WALL DTL DRIP STRIP INT v S. v BRA E S S-3 `` BACK lx N.T.S. PROVIDE V X 2 3/8" PROVIDE CONT. CAUL NOMINAL WOOD CASING ALUMINUM GUTTER 30 B T SULATIO � - MIN. OF 3 RU 6ES uj AND LEADERS COLONIAL STYLE TO RECEIVE PAINT, WHITE PROVIDE FINISH NAIL COUNTERSU WASH OR STAIN. FINISH 5'-2" A.F. ' 1 ° AND STAGGERED a 6' O /C. PUTTY AS SELECTED BY OWNER � _______ AND SAND SMOOTH. TYP. BOTH SIDES. PROVIDE 2 X 4 CONT. JAM 1 X 6 FINISH WOOD JAMB 2 X 4. (FIELD VF EXST'Cz 1/2" 5TLtrr— FIN ON ;/ PRE ENG. TRUSS 51.115- BLOCKING. IF DOOR 15 SCREWED TO SUB BLOCK 1 a� AT 8' O/C MAX. W/ MIN. TOP OF BEAM H�T.� GALV. M1'L, IB LAt+j� "X2" P.T. WD. FIRE5TOP 1/2' DRYWALL TAPED ROOF TRUSS DWG'S TO BE SU PA INT E D -D IRECTLY BMITED HIGHER THAN 8 0 USE EA. OPEN END TO RECIVE HIGH RIB DBL. 1 112' SCREWS. W/7 X25 S Ei�l 8' O.G. MAX. AND APPL O TRUS S VENT g 8'- " O/G APPLIED t0 TRUSSES MTL. LATH 4 STUCCO 12 FURRINCs gX 21 _ O 16' O/C. u � p� �� ov°o METAL OR WOOD PARTITE PROVIDE TWO PAIR OF uj ° O o HINGES PER DOOR V.ON. ° " REFER TO TYP. INTERIOR W/ MIN. 3 SCREWS PER (F I E L D VE R I F)" E XST � MIN. 5 X12 GONG. T.B. W/ 4*5 o PARTITION FOR DESCRIPTION. LEAF INTO DOOR AND WD.00 OVER�4AN� 1/2' DRYWALL ON TOP OF CONT. GALV. ALUMINUM BARS GONT. 1 X 2 F.T. FURRING a 24" O /G. N Cie FLASHING ON 1' X 2 PROVIDE CONTINUO PROVIDE I X 4 P.T. CONT. JAMB. MORTISE FINISH REFER TO STRUCTURAL PROVIDE R -4.1 INSULFOAM DRIP STRIP CAULK AT ALL CASING ° o° JAMB SUB - BLOCKING ATTACH SHALL BE ANTIQUE BRASS FOR SIZE 4 STE) =L. IN BLOCK ALL EXT. WALLS EDGES PRIOR TO PAINTIN cao TO MASONRY W/ 1/4' X 3' V.O.N. 2 X 6 FACIA ° LONG TAPCON SCREWS a 24' ` i. REINFORCED MASONRY: O/C 4 AT MAX 4' FROM I �C� uj TYP. WOOD CASIN . CORNERS. Ir ST X 1 RE ER DOOR 8° CONC. BLK. W/ 1 L \ J P.T. WD. 2 X 6 BLOCKING LENGTH VA S STOP. (REFER TO DOOR IN CELL FILLED SOLI D W/ � L ^ SCHEDULE FOR SIRE, GONC. �+ CORNERS AND a � ST (SEE P AN) THICKNESS, TYPE AND AS SHOWN USE AND COVER W/ HIGH RIB MTL. LATH 4 STUCCO NOTE: I X 4 P.T. WOOD PROVIDE CONT. CAULK FINISH. 48' " O/C MAX. AND EA TYP. NAILS 4 I X 6 FINISH WOOD JAMB BUCKS ATTACHED W/ 1 -1/4' S1 6 OF ALL OPENINGS. NAILED TO SUB BLOCK POWDER ACTUATED PINS 6' W/ ,* *5 LADDER TYPE W *8 GALV. NAILS 24' FROM CORNERS AND 12' O/C EVERY CO JOINT REINF. 'a 16' LONG X 1' WIDE HURRICANE STRAP O/C 4 At MAX 4' FROM THRUOUT. PROVIDE FINISH NAIL COUNTUT NOMINAL WOOD CASING (TYPICAL) PROVIDE 1' X 2 3/8' EVERY COARSE. �/ W/ 3 - 16d NAILS INTO TOP OF TRUSS COWERS AND STAGGERED SMOOTH. H COLONIAL STYLE TO 6' O/C. P PUTTY 4 3 - 1/4' X 2' TAPCONS INTO WALL TYP. AND SAND RECEIVE PAINT, WHITE HEAD WASH OR SLAIN. FINISH DBL. 2X6 P.T. WD. LEDGER AS SELECTED BY OWNER HORIZONTAL JOINT ATTACHED W/ 1/2' A.B.'S a 24' C.C. TYP. BOTH SIDES. � E v RY COURSE EE 4' GONG. SLAB 2500 PSI �[ C 1/2" STUCCO ON W/ 6 X 6 10/10 W.W.F. OVER NECTION DETAIL EXTERIOR DOOR H B"S " XXl6° GONG. VAPOR BARRIER COMPACTE T ERMITE N.T.S. NOTE: IF DOOR SPAN TREATED, CLEAN ND FIL . TOP F 12 SHED ROOF CON p BLOCK APPLIED WD BASE JAMB DETAIL GWB ON H SID IO S NTS TYP. BOTH SIDES. EXCEEDS 4' 0' PROVIDE (SOIL TO BE COMPACTED O DBL. 2 X 4 SUB - BLOCKING. 2500 P.S.F.) (SEE 501L Ill U ENGINEERS REPORT_) PROVIDE 2 X 4 WOOD SUB- BLOCKI - Q - S ° X S "X 16' CONC. SCREWED a 6' O/C MAX AND ENDS `:c TYP. WOOD CASING. O' °O F IN M=OOR ______ 6) ONTO CONT. MTL. TRACK OR WOOD - %^ ----------------- - - - - -- - BLOCK W/ F CELL AULKINC� - HEADER REFER TO TYP. INTERIOR GRADE � � (v 0 5 RE -BAR PARTITION FOR DESCRIPTION. 1/2" PRE MOLDED EXP. JT. PROVIDE 1 /8' SHIM SPACE TYPICAL \ \\\\\ ✓ ✓/\ DRAWN fGK MOULDING AT JAMB AND HEAD BETWEEN SUB- NOTE: ALL STEEL LAPS ARE ' EP1 M. BLOCKING AND WOOD JAMB. NOTE: 5 X BAR * AND CORNER j 1/2" STUCCO TERIOR DOOR PROVIDE CONTINUOUS CAULK BARS ARE 6 X BAR *. REFER TO FOUNDATION PLAN AND AT ALL CASING EDGES PRIOR OOTING SCHEDULE FOR FOUNDATION. CHECKED TO PAINTING. T A P L 1 DATE 0� 1 25 USP STRUCTURAL CONNECTORS ' 1 /2 , DRYWALL ON ,,'':. E1" 5EDDED TRUSS ANCHOR 1 "x 3 P.T. FURRING /t SCA a5 N STRIP s 16' O.G. ® D DOOR JAMB 03 -006 JOB. NO. P.T. SUCK SHEET ATTACHED TO CONC. WOOD DOOR CA BLOCK -SEE FASTENER FASTENERS SCHEDULE. INTERIOR DOOR HEAD/ SUPPORTING MEMBER: l6) 1 ®d X 1 -1/2" NAILS SUPPORTED MEl"IBER: (ro lo NAILS EXTERIOR N.T.S. 13 R ETERIOR DOOR BUCK DETAIL JAMB DETAIL 2 EMBEDDED TRUSS ANCHO TYPICAL WALL SECTION S-3 N.T.S. S_3 N.T.S. N.T.S. OF SHEETS TYPICAL BAR DIAMETER REVISIONS 5'1': A 3m' F T N R SCHEDUL / �S IN51DE AND OUTSIDE FACE. ES CORNER REND BAR SHALL DOCU NOT BE OF SAME SIZE AND CONSTRUC GRADE AS BEAM REINFORCING. BEND BAR SHALL B E TIED LOCATION NAIL SIZE / STAPLE METHOD SPACING DIRECTLY TO HORIZONTAL O ; BEAM STEEL. STRUCTURAL WOOD UP TO 0.131 x 2 -1/2" 8d POWER DRI 6' O.C. Is PANEL EDGES FIELD i° 5/8' WITH FULL HEAD 4' O.0 . g CORNER STUDS $ NOTE: FOR STEEL CLEARANCES WALL SHEATHING 1. THESE PRINTS ARE AN INSTRUMENT O F SERVICE ONLY. ALL 1DEA5, DE51GN AND ARRANGEMENTS INDICATED ARE THE PROPERTY OF ARCHITECT OF RECORD REFER TO GENERAL STRUCTURAL STRUCTURAL WOOD UP TO 0.131 x 2 -1/2' ad POWER DRIVEN V O.C PANEL EDGES 4 FIELD a 90 NOTES. 2ND FLOOR -5U5 3/4' WITH FULL HEAD 4' O.0 . CORNER STUDS 2. WRITTEN D IMEN51ONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. FLOOR SHEATHING GONG NSfONS AND CONDITIONS OF THE PROJECT . BEAM. STRUCTURAL WOOD UP T ®.131 x 2 -1/2" ad POWER DRIVEN 6' O.C. PANEL EDGES AND FIELD 3. CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY AND BE RESPONSIBLE FOR ALL DIME ARCHITECT OF RECORD MUST BE NOTIFIED BY THE CONTRACTOR OF AN CONDITIONS NOT SHOWN ON THESE DRAWINGS. 1 G A SHEATHING 5 /8' WITH FULL HEAD 4' O.C. -S SABLE ENDS R '� GABLE ENp 4' O.C. � STRUCTURAL FASCIA , Q Z += NOTIFY ARCHITECT OF RECORD IN WRITING OF THE EXISTENCE OF ANY OBSERVED VARIATIONS BETWEEN THE CONTRACT/ BEAM REINFORCING REFER ro SHALL BEAM SCHEDULE. i 1 "x2' P.T. WOOD FURRING ,099 x 1 -3/8' POWER DRIVEN 12' O.C. a 4. CONTRACTOR LL CONSTRUCTION DOCUMENTS AND/OR ORDINANCES OF REGULATORY AGENCIES. ERRORS, AMBIGUITIES AND/OR OMISSIONS. RETURN TO ARCHITECT OF RECORD oo STRIPS APPLIED TO EXT. ROUND NAIL W_ Q � z u u 00. MASONRY WALL p z 0 1 00 FOR CORRECTION BEFORE ANY PART OF THE WORK IS STARTED. 00 S •EXTERIOR WINDOW BUCK O99 x 3' ON (2x4) BUCKS POWER DRIVEN 12' O.C. (FOR BOTH APPLICATIONS) o n p -1 � ° u m - 0 5 . CONTRACTOR SHALL SUPPLY DETAILS OF WINDOWS, DOORS AND GARAGED R BEAM COR APPLIED TO EXTERIOR Z -� D IIJI ° MA50NRY WALL .099 x 1 -3/8' ON (1x4) BUCKS z w D Q N o> N.T.S. EXTERIOR DOOR BUCK 099 x 3" ON (2x4) BUCKS POWER DRIVEN 12' O.C. (FOR 2x4 APPLICATIONS) w Q U V_ n L 0- N BOTTOM CHORD OF TRUSS APPL TO EXTERIOR (FOR SWINGING DOORS) OR UNDERSIDE OF GONG. SLAB MASONRY WALL .099 x 1 -3/8' ON (1x4) BUCKS V O.G. (FOR Ix4 APPLICATION5) d) z Z o q e F D GE NERAL CONSTRUCT N OTES o (FOR SLIDING GLASS DOORS) 6v � 9 0 2 0 z 25. ALL WOOD BEARING WALLS ENDING AT AN EXTERIOR WALL SHALL BE ATTACHED TO THE w w W z Q IL O 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. EXTERIOR WALL w/ A F.T. STARTER '2 -BY' SHOT INTO THE 4 -BAR COL. w! 3' PINS g9' O.C. + GARAGE DOOR BUCKS 1/4' x 3' EMBEDDED TAPGON UP TO 9' -0" DOOR USE MAX.12" O.G. Q 4 U d I - " N U AN NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE INTO 4 -BAR COLUMN UP TO 16' -O' DOOR USE MAX. 9' O.C. _1 � O o � 4 2. ALL DETAILS, SECTIONS D 26. ALL WOOD BEARING WALLS SHALL TER1'1(NATE WITH (3) NAILED 2x STUDS. LEVEL ALL CLGS WITH METAL STUDS SISTERED To TRUSSES - O O 1L O lu z 15 � TYPICAL 4 SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 2m (GA.) METAL CHANNEL AND STIRRUPED W/ METAL HIGH HAT CHANNELS WITH 1/2' OR + o ju 5/8' DRYWALL (OR ATTACH TO METAL CHANNEL UNDER WOOD BOTTOM SOLE PLATE 1/2 ANCHOR BOLTS POWER DRIVEN 2' - 0' O.C. W/MIN. I" EMBEDMENT � Q Q Q � Q � � � Z 3. PRELIMINARY TRUSS ENGINEERING MUST BE SUBMITTED t0 ARCHITECT 21. GONG. �- Q Q PARTITION WALLS TO BE METAL STUDS AT 24 ' O.G. SCREWED TO WOOD TRUSSES SLAB WHERE APPLICABLE) p U W/ 3/16° X 3' SCREWS OR " MAX. 6 O.C. SIDE LAPS SECURED TO u1 „ I - .. FOR APPROVAL PRIOR TO POURING ANY SLAB OR FOOTINGS. 28. ALL GUY GREY BOXES IN FIRE RATED WALLS TO BE MADE OF STEEL OR FRAMED ATTACHED TO UNDERSIDE OF 1n' GYP. BD. EA SIDE MIN. •WIRE LATH I x 1 - i/2 16 GA. PNEUMATIC FASTENER d) ,1 � X N w GONG SLAB W/ HILTI DRIVE 4. ALL PRODUCTS 4 MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO ON REAR SIDE AND COVERED WITH 5/8' TYPE 'X GYP. BOARD. . REFER r0 WALL SCHEDULE. (STAPLE) SUPPORTS 4 TIED BETWEEN SUPPORTS a w z � G W : PINS .145 X 1 -1/2' e16' O.G. ' A : 111 MANUFACTURER'S SPECS. 29. FIRE SLOPS t0 BE PROVIDED IN ALL FURRED SPACES a V -0 O.G. _ F- I/2' DRYWALL EA. SIDE � 9' O.C. ( 4' O.G. '� RIBS) � � Q O ~ � �' O � X 5. ALL CONCRETE WORK SHALL COMPLY WITH LATEST EDITION OF THE ACI BL DG ON TOP OF 3-5/8° MTL. 30. TIE BEAMS ARE r0 BE CONTINUOUS AS PER CODE, AND MIN. 8'x12', EXTENDING PROVIDE FIRE BLOCKING snips (25 GA.) 16' o /c. A S PER PRODUCT APPROVAL Q t CODE (ACI 318 -99), AND (ACI 301 -99). MR 8' OVER SUPPORT ENDS (12' AT GARAGE OPENINGS). OR AS NOTED ON PLANS gGHANGES IN CLG HCir AND PROVIDE WOOD BUCKS � DOORS. ' ROOFING PAPER AT MAX 8' -m' o.c. VERY. ALL CONCRETE MASONRY WORK SHALL B IN ACCORDANCE WITH (ACI 530 -99) 31 6. ALL CONCRETE SHALL CONFIRM To ASTM C -94 AND SHALL HAVE 2500 PSI FOR . THE TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED l8' MAXIMUM) SLABS ON GRADE 3000 PSI FOR BEAMS, COLUMNS, 4 CELLS AT 28 DAYS. TO FIT BLOCK WORK ' DRIP EDGE 1 GA. x 3/4' SMOOTH SHANK/ HAND DRIVEN 64' ON CL THROUGH DRIP EDGE 32. TIE BEAM, PLATE, SOFFIT $CEILING HEIGHTS ARE TAKEN FROM FINISHED FLOOR SLAB 60' -0'. 2 GA. x 3/4' RING SHANK 1. FOUNDATIONS WERE DESIGNED FOR A SOIL BEARING CAPACITY OF 2500 P51= 2m (GA.) METAL CHANNEL A5 PER PRODUCT APPROVAL ' THIS CONDITION MUST BE CERTIFIED TO BE SO BY A SOIL TESTING 33. FIRST BLOCK CAVITY AT EACH SIDE OF OPENINGS SHALL BE FILLED W/ CONCRETE SCREWED TO WOOD TRUSSES 1- 5/8'x3 -5/a' TRACK OF 25 SA. ; ROOF TILE LABORATORY WITH THE RESULTS SUBMITTED TO ENGINEER ON RECORD FOR UNLE55 SHOWN OTHERWISE. A TTAC A x 3' SCREWS HED TO UNDER E OF ANC ANC CaALY. MTL., AB W/ A H ED, ® Lid HORED 70 SLAB W/ HILTI idi C* APPROVAL PRIOR TO ANY FOOTING OR FOUNDATION SYSTEM INSTALLATION. 34. ALL WINDOWS (GLASS BLOCK, FIXED GLASS 4 OPERABLE UNITS) AND DOORS 4 THEIR CONC. SLAB W/ HILTI DRIVE / 'DN ' PIN 045 'x1 -1/29 0 24' O.C., Ii = V- a. ALL FILL SHALL BE COMP. TO A MIN. OF 951. DENSITY 4 TERMITE TREATED ASSEMBLIES SHALL MEET THE REQUIREMENTS SET FORTH CODE (E) OR BE PINS .145 x 1 -1/2' al(V O.c. MIN_ 5' -0' FROM PERM. OF ALL FIGS. OR SLAB EDG1 =5. PROVEN TO BE ACCEPTABLE BY SEPARATE ENGINEERING. OR TOE NAIL WITH Imd NAIL c, END NAIL WITH Imd NAIL FASCIA INTO 2x4 TRUSS 16d (SALY.) NAND NAILED 2 PER TRU55 y N V- FOR A DISTAN OF A �� OVERHANG a FLOOR SLAB SHALL BE 4' THICK, POURED CONCRETE SLAB W/ 6x6/UJ /4XW /4 /u1.W11. ON 35. SILL AND BASE PLATES TO BE ATTACHED To CONCRETE WITH 1/2' ANCHOR BOLTS TOP CHORD OF TRUSS W/ � � Cz 0.004 VISQUEEN PLASTIC OR EQUEL VAPOR BARRIER, ON WELL TAMPED, TERMITE TREATED WITH MIN. l' EMBEDMENT UND. SU BFLOOR OR GONG SLAB INTO 2x6 TRUSS 16d (GALV.) HAND NAILED 3 PER TRUSS y� Le SAND FILL (viBRO- COMPACTED). OR AS NOTED ON PLANS 36. ALL FIXED GLASS TRICKNESS TO BE BY SEPARATE ENGINEERING. OVERHANG Ad Wd . ALL EGRESS WINDOWS NOTED 'E' SHALL MEET THE FOLLOWING REQUIREMENTS: ®. 10. WELDED WIRE FABRIC SHALL COMPLY W/ ASTM A 185, UNLESS OTHERWISE SPECIFIED 31 CD A FROM TOP OF THE SLAB IN SLAB ON GRADE. v � d PLACE FABRIC 2 CLEAR R CLEAR OPENING OF NOT LESS THAN 20' IN WIDTH, 24' IN HT. 4 5.l SQFT. IN AREA. sx HOOD IL LAID " a , ITOE- NAILED TO JOIST WOOD BLOCKING LU 11. ALL REINFORCING STEEL SHALL BE GRADE 60. OR AS NOTED ON PLAN THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' AFF. 'EGRESS' WINDOWS SHALL OR TRM IW 10 ' NAIL° W d sm trrvrRacK • ao' of IS 2 PROVIDE BACK 12. CONCRETE COVER FOR REINFORCING STEEL SHALL MEET LATEST ACI SPECIFICATION. CONFORM 70 CODE. MCs FOR CUP F ANGES • EACH END 1W THE USE OF PNEUMATIC FASTENERS SHALL BE USED + ANY DEVIATIONS FROM ARCH. PLANS MUST BE SUBMITTED '� CEILING FMIBFEB As ( 2)w'6 CNAI a FA 4 9RD OR ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL 38. SLIDING GLASS DOORS 4 FRENCH DOORS SHALL HAVE TEMPERED GLASS. ALL WINDOWS "EOEBBAR'. "m'"A ""�"CHEND STEEL STUD AS SPECIFIED FOR THE ABOVE APPLICATIONS. TO ARCH. W/ MANU. SPEC.'S. CONFORMING TO ASTM A 185. LAP ALL BARS MIN. 46 BAR DIAMETERS UNLESS OTHERWISE AND SLIDING DOORS TO HAVE INSECT SCREENS. �z�w NOTED ON DRAWINGS. LAP ALL WWF A MIN. OF 6' UNLESS OTHERWISE NOTED. 39. FIRE STOPS REQUIRED AROUND: TOP, BOTTOM 4 SLIDING DOOR POCKETS. FASTEN BLOCKING TO STUDS 13. PROVIDE ONE S X 4'0" BENT BAR FOR EA. HORIZONTAL BAR SCHEDULED AT THE - -"- WITH (z) - +S SCREWS OR 4O- OUTSIDE FACE OF CORNERS OF GONG. WALLS, BEAMS, 4 CONTINUOUS WALL FOOTING. 2 -10d NAILS + EACH END ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS 41. ALL DETAILS, PRODUCT APPROVALS 4 NOTES SHOWING SHUTTER CONNECTIONS 4 ASSEMBLIES UNLESS OTHERWISE NOTED. SHALL BE PROVIDED BY THE BUILD ER/ C LIENT. SHUTTERS ARE MANDATORY UNLESS CLR 1/3 SPAN 1/3 SPAN 1/3 SPAN 2 14. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE W/ THE SEPARATE ENGINEERING, PROVIDED BY THE SAME PARTY, ACCOMPANIES PLAN WITH PROOF Q OF OTHER METHODS DEEMED 70 COMPLY WITH F .B.C. Top bar E' bar Cover #B A6111 SPECIFICATION A 36. NON-6TIa L WALL bar LATEST A15C CODE. STRUCTURAL STEEL SHALL CONFORM r0 AS7 ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A 500 GRADE B(N=46 KSI). 42. SCREEN ENCLOSURES TO BE UNDER SEPARATE PERMIT WHERE SCREEN ENCLOSURE IS TO 1 + C1�a � ° V METAL ALL STEEL TO HAVE SHOP 4 FIELD WELDING PERFORMED BY WELDERS QUALIFIED As BE ATTACHED TO FASCIA, IT MUST BE ATTACHED TO THE TRUSSES BY SOUTHEASTERN T OP T M-8TF C TY'S STANDARD QUALIFICATION PROCEDURE METALS REGULAR 20GA. ANCHORS, W/ (4) Sd NAILS INTO THE TOP OF THE FASCIA, 1 FRATUI3AL e M ' AND (4) Sd NAILS INTO THE SIDE OF THE RAFTER (ONE ANCHOR PER RAFTER), HOOD Ttaiss "" '�'G ACI Std, DESCRIBED M AMERICAN WELDING SOCIE (ASWDI.U. ALL STEEL WELDING RODS SHALL BE E 10XX ELECTRODES. TO RESIST 1000 Ibs. UPLIFT A5 PER CODE. se" Hook 15. ALL MASONRY UNITS SHALL BE ASTM G 1 30 -90 GRADE NI OR Nil W/ MIN. COMPRESSIVE 43. BATHROOM 4 TOILET ROOM FLOORS 4 BASE TO BE OF IMPERVIOUS MATERIALS. q OF 1500 STRENGTH PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID ' AFF. TYP I NTER I OR E R O R PART N - IN A FULL BED OF MORTAR IN RUNNING BOND UDN. Bottom bar Cover 44. ALL GLASS IN BATHROOMS t0 BE TEMP BELOW 60 See note #B 16. ALL MORTAR SHALL BE TYPE IN ACCORDANCE W/ ASTM SPECIFICATION G270 -92 W 45. ALL SHOWER ENCLOSURE GLASS 70 BE SAFETY GLAZING PER CODE. I A NON -LOAD BEARING, NON -FIRE RATED N.T.S. stirrups. see schedule MIN. COMPRE551VE STRENGTH OF 1800 PSI AT 28 DAYS (2500 w/ TYPE M). _ for spacing, Use 90" 46. ALL WINDOW FRAMES TO BE SET IN CAULK BEDS and hooks, 41. SCREEN SPRINKLER, POOL, AND A/C EQUIPMENT FROM VIEW. 17. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE W/ ASTM SPECIFICATION 48. ELEVATIONS ARE TAICEN FROM LOWEST LIVING AREA FINFLOOR SLAB WHICH SHALL BE 0' -0'. TOP STEEL. SPAN 'x' _ A C476 HAYING A MIN. COMPRESSIVE STRENGTH OF 3000 PSI. 4 PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE SEALED W/ A MATERIAL CAPABLE 18. USE HORIZONTAL JOINT REINFORCEMENT AT EVERY COURSE w/ *8 LADDER TYPE OF PREVENTING TIAIE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE FOR REINFORCED MASONRY 4 TRUSS TYPE FOR ALL OTHERS. REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS. V L start stirrup spacing from face of supports, 5 Concrete protection for reinforcement) 19. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE CONSTRUCTED IN 50. ALL WATER CLOSETS, LAVATORIES, SHOWER HEADS, URINALS AND SUCH SHALL COMPLY e agai anentl .,, 2. Add 1 #4 longitudinal where corner stirrup is vacant, (a) Concret (b) Concrete cast expos 3' ad to earth or and permanently exposed to earth ro ACCORDANCE W/ THE 'SPECIFICATION FOR THE DESIGN 4 CONSTRUCTION OF LOAD WI CODE. #8 through #18 bars ,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 2' BEARING CONCRETE MASONRY' PUBLISHED BY NAT'L CONCRETE MASONRY ASSOCIATION. 51. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CODE. 3 Extend pile head 3' a"nd pile reinforcing 18' into grade beams #5 bar and smaller ................ „,,.,,,.,,,,,. .................. 1 -1/2' 4, Top bars splices shall) be located at mid spans and at (c) Concrete not exposed to weather or in contact with ground. 20. STRUCTURAL TIMBER TO BE DOUGLAS FIR OR 5YP *2 (MIN) STRESS GRADE LUMBER 52. THE SUPPORTING STRUCTURE HAS BEEN DESIGNED FOR THE FORCES SHOWN ON THE the supports for bottom bars. Slabs #14 through #19 bars 111 ,,,,,,,,,,,,,,,,,, ,,,,, -1/ OR APPROVED EQUAL. THE MINIMUM ALLOWANCE PROPERTIES ARE Fb= 1,150 PSI APPROVED MANUFACTURER'S DRAWINGS FOR GARAGE DOORS. B , Fv= SO PSI, E= 1,400,000 PSI, 4 PRESSURE TREATED FOR EXTERIOR USE. 53. ALL WD. HDR'S IN BEARING WALLS TO BE DONE BY RATIONAL AN #11 bar and smaller 3/4' LU 21. ALL WOOD IN CONTACT WITH MASONRY OR CONIC. SHALL BE PRESSURE TREATED. eams ,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1 - /u2' BOTTOM STEEL. 22. ALL TIMBER 4 TIMBER CONSTRUCTION SHALL COMPLY W/ SPECIFICATIONS 4 CODES CONC. BEAM Cfltj TYPICAL BENDING D IAG . FOR BEAMS AND ONE -WAY SLABS SPECIFIED BY THE FOLLOWING: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER GONG. TIE BEAM. *3 HOOPS. SEE U. CONSTRUCTION MANUALA NAT'L FOREST PRODUCTS ASSOC., NAT'L DESIGN SPECIFICATION REFER TO BEAM COL. SCHEDULE N.T.S. FOR WOOD GONSTRUCTIONt AMERICAN PLYWOOD ASSOC., PLYWOOD DESIGN SPECIFICATIONt SCHEDULE FOR FOR SPACING. AMERICAN WOOD PRESERVERS ASSOC. STANDARDSt NAT'L LUMBER MANUFACTURERS ASSOC., STIRRUP SIZES Uj � NAT'L DESIGN SPECIFICATION FOR STRESS GRADE LUMBER 4 ITS FASTENINGS. AND SPACING. CONIC. COLUMN OR 23. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. CONC. TIE COLUMN. A' TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. A ING P ARTITION 2X4 OR 2X6 a MAX. SPACING 16 O.G. WITH BRACING 24. WOOD BE ' R P R 's 4' -0' O.C. GENERAL TRUSS NOTES ''v COLUMN TO BEAM N.T.S. * Wood trusses, which are fabricated by a licensed fabricator, WOOD BLOCK MOp IFIEp DRYWALL v SECURED TO STUD 70 GORIER BEAD shall be furnl i shed in accordance with designs prepared, signed 20 TRACK SECURED TO FILL STUD VOID PL PLATES METAL GUSSET WOOD BASE PLATE 3L�T OG. -0' LONG SPACED RUNNER and sealed by a Florida Registered Professional Engineer $ the NAILED TO WOOD STUD OR CLIP RUNNER LUMBER AAL ANGLES AS STEEL STUDS, TYP. Specification outlined by the " N at io nal Design Specification for LU A5 NEEDED REQUIRED FOR TUD YPSUM WALL BOARD TO SECURE CABINETS_ CONNECTION FASTENERS AS REO'D TAPE AND JOINT COMPOUND SECURED To Stress Grade Lumber and Its Fastenings" by American Institute o FRAMING WITH METAL STUDS a 24' OZ. WOOD BASE PLATE GYPSUM WA NAILED TO WOOD SCREWS AS REO'D DRYWALL CORNER BEAD Timber Construction (latest revision) $ "Des l gn Specifications for 150A RUNNER BY CODE. YP LL BOARD �/� connected L ight Metal Plate UJal Trusses" by Truss Plate Inst WOOD RUNNER 4°1 CORNER DETAIL NAILA15LE BASE DETAIL DRYW L v ER7. COL STEEL. FASTEN TO BL BEAD * Trusses shall have a min, rating of lm00 before any Southern OPTIONAL DETAIL RELATED TO OWNER FINISH SPECIFICATIONS TAPE AN JOINT ASREQA + METALS DS WAL +"3 HOOPS SEE COLD YeIIOW F Douglas F Hem -Fir Or Fir-Larch increase shall be recl'd CABINET BACKING OF-TAIL B OARD SCHEDULE FOR SPACING. METAL TRAGIC OR STRAPPING MAY ALSO BE USED FOR BACKING METAL for top and) bottom chords ± web members may be No. 3 Southern STUD W ALL INTERSECTION DETAI 90 coRNEr� 2a oC. 1'eIIOW Pine„ Stud Grade or better, as required by tile engineering. STEEL STUDS PER WALL TYPE, SCREWS STUD AS REQUIRED PER CODE, TYP. �/ n RUNNER /TRACK * The design and shop drawings, as well as the fabrication WELDS, AS GYPSUM WALL I°ARTITION END DETAIL REQUIRED 20 GA. THICK BOARD GONT. OR ISOLATE TOP STEEL. Of Wood tru will be subject to the inspection and approval DRAWN STRAP WITH 2 ' /�� GONG. FOOTING. E.M.M. MIN ONE SCREWS AT EACH MECHANICALLY SCREW EACH WELDED STUD GYPSUM WALL gpARD O f the Architect /Engineer a t a I t Imes. FASTENED FLANGE CONNECTION - DYER MT CHECKED L STUDS • 24' o/c MAX TAPE AND JOINT * The hanoll{ erection and fixing of wood trusses shall M.S. 20 GA. THICK STUD COMPOUND HIGH WALL BASE SEE FINISH T CONNECTION DETAI COPE FLANGES AS SCHEDULE FOR TYPE CK METAL STUDS SC be in accordance with the specifications noted On the Design DATE SHOWN AND SECURE It"tt BOTTOM RUNNER ATTACHED 1 - 2 ✓ t - � y I WITH 2 SCREWS AT WITH POWER DRIVEN FASTENERS EACH STUD FASTEN (HILTI OR EQUAL) • 16' O.G. Drawings of said wood trusses and as per F.B.0 SCALE WITH (2) -08 SCREWS 'T' COMER DETAIL 15AE.E DETAIL AS NOTED CABINET BACKING DETAIL WALL CORNER DETAIL PARTITION DETAILS * CONTRACTOR SHALL INSTALL HURRICANE STRAPS AT EA. TRUSS, BASED ON THE STUD TOP P RESSURE TREATED DIMENSIONAL LUMBER STEEL STUDS PER WALL TYPE, SCREWS A MAY ALSO BE USED FOR BACKING. REQUIRED PER CODE TYP. BOTT STEEL. MANUI =ACTOR USED, AS THE FOLLOWING INDICATES FOR LOADING UP TO (2) STRAPS. JOB N 03-006 OM ASTENER5 WALL INTERSECTION * CONTRACTOR SHALL PROVIDE BUILDING DEPARTMENT OFFICIAL WITH MANUFACTURER SHEET AS REQ'D EACH SIDE) S C LIP WITH ATE HG SPECIFICATIONS FOR HURRICANE STRAPS A SEE FASTENER SCHEDULE AND COLUMN TO FTG . - DETAIL l' THE TIME OF STRAP INSPECTION_ KASSHOWN STUD STUD PARTITION DETAILS (THIS SHEET) RUNNER FOR TYPICAL ATTACHI" TENTS TOP- 130TTOM PLATE SPLICE D ETAIL N.T. 5�4 MECHANICALLY FASTENED OF SHEETS i REV15ION5 BY: H.U.C. GENERAL NOTES: MECHANICAL SYMBOL O THERMOSTAT 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE _ _- COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE OWNER AND /OR ARCHITECT MUST BE 4 -WAY SUPPLY AIR DIFFUSER ° °�° °agaa °£g f ----- _-- - - - - -- - - - - - -- -- ------ - - - - -- - --- - OF THE CONTRACT. y @oaoa" - a =a I CO NDITION � °o� eg r WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHARGES T SHALL COORDINATE HIS WO - > - WAY SUPPLY AIR DIFFUSER I °" 0 2. THE CO ® 3 !- w ' I i ISSUED OWNER/ARCHITECT. y sssou u eL as WILL BE ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEE N SSU BY THE g'n H6U6L j ,.� _ri liaiu,� 3. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. PRIOR <-[D4 2 -WAY SUPPLY AIR DIFFUSER °_ ° a I �. aa agg I I o �E EX I a T I� ! G TO INSTALLING EQUIPMENT AND /OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS HER SUFFICIENT CLEARANCES FOR EQUIPMENT , DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE WITH THE R aEgea ®-� 1 -WAY SUPPLY AIR DIFFUSER �� E E R 0 C I �W� w ~ i CONST RU C TION. saag I � a °see - U U � U PROCESS OF � e^ ° 1 2,1 �� ' , E ( gaaa _ U ~ R -4 °2 IN CONDITIONED SPACES. SQUARE DUCTS TO u U ' 4. DUCTS SHALL BE R - IN NON CONDITIONED S PACES AND RETURN AIR DIFFUSER SME F FRO - c>_�. a §ga M BLDG aEaEg �`~* V BE UL 181 FIBERGLASS. FLEX DUCTS TO BE UL 181 FLEXIBLE VINYL AND WIRE. EXPOSED DUCTS TO BE ROUND iE I less _ _ �UF - UW� V } 7 M J U U W GALVANIZED SHEET METAL. ALL EXHAUST /O /A DUCTS SHALL BE GALVANIZED SHEET METAL OR THERMOFIN WHERE - - - - _ _- _ - - J PERMITTED. ALL EXHAUST TERMINATIONS WILL HAVE BUG PROOF MESH SCREENING. ALL DUCT SIZES ARE CLEAR EXHAUST FAN a iaa I - - -- - - -- -- NOTE. kseaR ( o ( ��[ EN INSIDE DIMENSIONS. "``g ________ _ _ _ _ ffiLLL IigsE gala; _ 1_. d ' __� �--� PROVIDE A MINIMUM OF 60 SO. IN. OF FREE OPENING e sss w N U z !2 U U N 0 5. DRAWINGS ARE DIAGRAMMATIC ILLUSTRATIONS. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATIO OF EQUIPMENT. FLEXIBLE VINYL DUCT R - seas aiEe IN GARAGE DOOR OR GARAGE WALLS FOR EACH CAR. Eape ~ O `" O w I OF CONSTRUCTION ,M. �= OP ENING SIZE SHOULD BE TWICE THE SIZE OF THE _ - - - - � O = w � 0 � PIPING, DUCTWORK, ETC. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DE TAIL BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING AHU AIR HANDLER UNIT IRRIs M _ _ _ _ _ _ _ `Q e FREE OPEN AREA, BECAUSE OF SCREEN OBSTRUCTION. IM. - - - - - - MHE ^ €Rev I r Q Z ttn Q SYSTEM. „es es gi { {v� W O 11 W �d EisEa seBae I INSPECTIONS, AND TESTS. CFM CUBIC FEET PER MINUTE gEi °® s.... w W ~ m 3 W R 6. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, .,::e I I` (fi 1 I w = d z Q aEEaE E I s °' 4" GALVANIZED V J - U M METAL DUC l Y THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY aa; I I a } �- 7. ALL REQUIRED INSURANCE SHALL BE PROVIDED B _ ;.iR THRU ROOF I J � A W w AND PROPERTY DAMAGE FOR THE DURATION OD THE WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN RAG RETURN AIR GRILL , ° ° " °' ° W /BACKDRAFT I � �` _ _ _ _ _ _ w ~ t0 � � °`- � F ? c I AHU #2 12 0 }�gr, STRICT ACCORDANCE WITH THE APPLICABLE 0 STATE AND LOCAL CODES, RULES, AND ORDINANCES. 16x16 14x14 DAMPER 3 -TON °'-' / NATIONAL, i I I � w �1U4 "� ;�q� ' U TLD THRU LOWERED DOOR ExI5Tr AHU. J W 8. AIR CONDITIONING CONDENSATE PIPING AND FITTINGS SHALL BE PVC OR DWV (ASTM- D2662). COPPER IN gE - __� - -- -- -�_- -� =� - I Na>_>_ r2E>�AIn F W WITH A J w l WRAPPED IRELOC LTE) _ 1 I _ _ PLENUM AREAS. ALL INTERIOR CONDENSATE P IPING IN UNAIRCONDITIONED SPACES SHALL BE 05 Er AS; sT'G P L NE F. Al y_ -L - � _ I i � � i '' u j 1 ARY eaa - ✓ \ I Apu I I . I 0 U It '3 J 2 F ' '� A „° c MINIMUM 1/2 SELF SEALING INSULATING FOAM JACKET. THE CONTRACTOR SH LL PROVIDE ALL NECESSARY 1O.p, ; 1 _ ,,,mi , CONTROLS FOR THE OPERATION OF THE WAC SYSTEM. gEeE - �FX T _ I 16 „ O ,E 9. MAINTAIN 4 - I I " AROUND ALL AIR HANDLING UNITS. �` MINIMUM CLEARANCE A OU � � -_� 1 � j\I T 1 ��r �" I !II 0 , �.. I 12"0 -- .� I }iy � ! 10. ALL MATERIAL EXPOSED WITHIN PLENUM MUST BE NON COMBUSTIBLE OR RATED 25/50 FLAME SPREAD. _ i ggesa ] - L ;. / / /iiiii,. err , D I J � I (``�� I ( I I I _ t� ry ° saaa' 7 ! T I I I X " D �� ► LLd 1 r '- T BATHROOMS EXHAUST DUCT SHALL BE GALVANIZED aE ° sai . TA DUCT. I RIGID GALVANIZED METAL D �I C� 11. DRYER VENT DUCT SHALL BE 1 SS METAL DUCT OR T /FIN. is Eae I I I .I U I --- _- 2ox20 1 "O I � j � W n2 N D;�wv RAG M r _ {i 1 12. DUCT SIZES SHOWN OR INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. Room -_ 'D x i _ � j I I � .�, 00 �t p CO 13. PROVIDE FIRE DAMPERS IN ALL DUCTS PASSING THROUGH FIRE DIVISION ASSEMBLIES FIRE DAMPERS MUST ° °- i _ �75 CFM i _ ;%:;, � I I I � e+ z Q 11) OD � � � HAVE FIRE - RATING EQUAL TO OR LARGER THAN THE PENETRATED ASSEMBLY RATING. FIRE DAMPER INSTALLATIONS gm- F __> % - - - - I I , I Cp o SHALL COMPLY WITH ALL LOC A L CODES. ° °° I H aaagg i I r J v tai a g.., 0 _ _ _ I I 8 ti N 14. ARCHITECTURAL AND /OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR S HALL i I 11 i I III ♦ + v PAID FOR BY THE CONTRACTOR, - - - - - I LL BE &Rie° � - _ -_ _ - _ s REFRIGERANT LINES go;g -- g 15. WHERE RETURN TRANSFER GRILLS ARE USED, UNDERCUT THE ROOM DOOR BY 1 (TO RUN OVERHEAD IN ATTIC;) SUCTION: 3/4" COPPER .-N 1 I I I' ` o Z Q a 1 i W (W/ 1/2" ARMAFLEX INSULATION) s - - - -- - I 2 � N cx. V I] _ I-' 1 I - - - - -- - - - - - -- - U w LJ LIQUID: 3 /8 COPPER W ^� 1/2" THREADED (NONINSULATED) ij I I �� (� // / / / / /� g co y ¢ H HANGING RODS I� 4 BggEe f I I I SUPLY IRS. 1 , 18 8 RH geag S ^.ag RETURN AHU AIR a.^ 9 11 O 1 - - - - - r -- _ ,�.,....- �. °.- .- .�.., -.,,.- _ -- 65YEE 11 �j � �-- -/ IReBe %vaCSB @Sa &6888609e98a8e@ 8388 N6g ®g9 @gBgRBgae €E °, ° &dB0 &R8�D9 ° NagBCK9°. ° �E89.8 8oeeR6 - -- 266�68�9 89 �/ ♦ AIR 9 11 0 { T 1!_� ✓// -_ ��T _L /// 111_ �! �:g x , flx: �.A �ge e.. ° ° °_. ° °° g£ a ASH ;g °� °., °engea �/ W 6 1 0 10x10 -4W I v J agCga I F &age ages 255 CFM j �' _ 8X18 '` / / W �1 PROVIDE FILTER DOOR a + F 10x10 -4W F- -�► I v L Dr E ✓ AND ACCESS GALVANIZED DRAIN PAN y _ - -_ 10x10 -4W 8118 6110 v. 11 T ROOF T D Baa STRAPPED TO AHU. PROVIDE CUT OFF FLOAT SWITCH IN 255 CFM I I METAL U CHANNEL gad '= I ° 175 CFM g ° =s° � \ / j 7 "0 B sgaEe DRAIN PAN. I ! -H. PROVIDE (4) SPRING T IN SLOPE I I ` a °ae CONDENSA E LINE SL �° \ �i :1aaa ISOLATORS- SUBMIT I }� 4 j s nt SHOP DRAWINGS. @ 1/8 PER FOOT (SEE I �• PLANS FOR SIZE) ' IRS j BROA/CF sssu^ t; I GL�z. ( (a7 50' FM P6958 aea _ l ^., T -- - 1_. / / / �% G LIT _ J s 1\ -_ - es °�° X11/ - o a gEM €s ° "sE °aaaa 'aEaae ) E of ea ^a aai € °E °a€ .� + .4,, °saE^° ags sa -- _ � --�� o oa ® �� ao 8x8 - IW E :g ° i"• ` ° AHU MOUNTING DETAIL � ®Eggs I ,- - -� N.B. 6gk8g ; 100 CFM HER t_. g ° P., E NTSC siasa I - -- - / \ G"' -2" !� «� tea/ : l _161028 \ `a E� 'v gg�g g PRIN WOOD TRUSS CONNECTION MAR ii =Eoi No °. I �\ 50 CFM G H U. eaea ° a l (2) METAL U- CHANNEL HEM 6X 1 '� I ; �¢ I l� / I � 1 \ \ ..... BR :�; \ 4 0j X68: {-ILB. HIS 78 CF' a I � . , � ' C� 50 gg °v ' _ s " 1 L n/' il�)� .6/10 ---- , - �<,gg E "BE "s(;`9Cg / I �� RM, aa,, , - gg ° >k`46 EkBE _ i ^a'EaEEEaR c<.588B.E,° _ NUT £asee ----------------- ------ -- -- - - - - -- - - - - -- I \ `` ®`ege sa° 'e 2 1 ANG IRON BRA CKET x2 x3 6 G ~� " ° ° ° °° / r I � BROAN #66 a / - 6x6 -IW «' ALVANIZED 1/2' BOLT ��) �` *� 75 CFM M AL DUCT N 1C' �_ _.L.0 0 CF y R 5 K W ASHER C� LOC j�RRiR DOUBLE NUT C a E" - °ali £. .1111� (7L - U ROOF LOCK WASHER t'U 1 P�(� / I J 4 � REEER g ° I � 0. /' / / t 6£gR84 O ° ylq CAP 1/2" THREADED , �� , � ° ° °° lgEEgE $----------------- - - - - -� SCREEN r go HANGING RODS E.� T E -� EggE �1� / r� f 'r�` <i 8 / �i�g _ 2 ng �C� w �r I I Mpa » x4 . MIN WOOD TR USS as'oEE`° s "aaa °'a °aaa g "a °s'OeR .a<.gH a a`'aai agEoi i'' °s n "s °ig EiE aEE EEw', - - - - -- '/ - ass s a °I €E°°°EEi =E °. -� 4" GALVANIZED $ METAL DUC ' aaoio ioila I aEEE °sE -� ��IsB N.B. I ° §.. - -- - -- - ° "aas °- e e „ - -- - -- - -- Y " age£ea£GSaB£aCeaegaYg a£a£R atle geese gR4eteae£gaRgB % ®g Haa ®a8 r l g£ggggagg£a£ggga. °a.g° 8HEgfl 9ag6g egage: g &B2%§aYB8C8EH:OCB ®Y866BY8E >APYE B.BGS -i-'� UROOF W /RAIN CAP& I £•eg ssree:ggg: --r ae "sge;eg6ga THR __� ggggk6e aaa�aaaaaa aaE e aaaaaaaae ,aaa�oaaaaaaaaoaaaa °s`siaag _ �- -� CONDENSING UNIT SEE ' " °® - - a :ggag SCHEDULE FOR l FgeE® BIRD SCREEN ' MANUFACTURER, PART I ti� - - - NO., ETC. _ EQUIPMENT SCHEDULE Q - ;_;,-r Lc� CONCRETE BASE WITH 1'� - y .. 6 "x6" 10 -10 WWM !' MANUFACTURER Trans -��- 3 NON INSULAT LINE ED LIQUID ,� `_, No. TONS 3.0 4 II > 1� . - \ Condensing Unit (ACCU) ACCU #2 r CONE). MODEL # 4TTX603691 SUCTIONS LINE W/ 1/2' 16.3 ARMAFLEX INSULATION & S.E.E.R BARRIER _ I TOTAL BTU (MBTUH) 35.2 ALL 4 I SIDES 1/4" DIA. TEK SCREWS. SENSIBLE BTU (MBTUH) 26.2 1 - TAPCON SCREW TO PAD EYE SCREW LRA RLA FLA 82.0 16.7 2.8 DRAWN FLEXIBLE DUCT SEE X12 WIRE MOCP 40 A NOTES: PLANS FOR SIZE 1 THE CONDENSING UNIT TO BE FASTENED TO THE PAD WITH 12 GALVANIZED ANGLE i" X 22 GUAGE BAND REFRIGERANT LINE SiIZE 318" liquid; 3/4" suction CHEC M.S. BRACKETS (G -90 RATED FOR CORROSION ), 3 BRACKETS PER SIDE. USING NO CEILING DIFFUSER SEE PLANS AND SCHEDULE OPERATING WEIGHT (lb) DATE ACCU SIZE Hei LESS THAN l-)/4' LONG TAPCON SCREW TO PAD, AND TWO1 SCALE /4' TEK SCREWS TO Hei g ACCU PER BRACKET. THIS INSTALLATION MEETS D, D T AHU AHU #2 301.13 FOR WIND CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 ht- 45.4" Width- 35.18" Depth- 38.7" 12-22-0(o RESISTANCE AT 145 MPH. SCREWS, AND ANCHORS TYPICAL FOR ALL FOUR SIDES OF MINIMUM RADIUS EQUAL TO GUAGE CLAMP AND FOUR i I ONE DUCT DIAMETER. -� AND SEAL WITH DUCT TAPE MANUFACTURER BLOWER SHEET METAL SCREWS Trans 3 AS NOTED CONDENSING UNIT CEILING INSULATED BACK AHU & EVAP COIL MO ►DEL # 4TEE3F37A1 2) CORROSION PROTECTION: BUILDINGS LOCATED WITHIN 3,000 FEET (914 400 MM) OF DIFFUSER JOB N � o3-�m6 OF THE OCEAN SHOULD UTILIZE NONFERROUS METAL, STAINLESS STEEL OR STEEL BLOWER FL,A 2.5 A SHEET CFMs 1160 WITH MINIMUM G -90 HOT -DIP GALVANIZED COATING FOR EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL SCREWS. HEATER (KW) 10 KW BREAKER AMPS 60 AMP = ACCU MOUNTING DETAIL TYPICAL DIFFUSER DETAIL AHU Size High- 45" Wide- 23.5" Depth- 21" +` NTSC NTSC WEIGHT 1127 (lb) V:I 0161026 OF I SHEETS REVISIONS S I 3 -15 -01 ELECTRICAL PANEL SCHEDULE R V TYPE SQ 'D' MAIN BUS 100 AMPS SERVICE 20,3 WIRE NEUTRAL FULL VOLTAGE 120/240V MAINS M.L.O. MOUNTING FLUSH LOCATION GARAGE N POLES 42 A.I.C. 10,000A 110V _ _ — — — — — — — — — — — — — — �� — — — — /� LOAD WIRE 5REAKER EQUIPMENT CIRCUITS CIRCUITS EMIPMENT BREAKER WIRE LOAD 28 _ A/C �2 COMP Kw — __�_____------------ - - -_ —_ a 1 z SMALL APPLIANCE (GFCU 20A /IP 12 1500 , (3250) 12 20A/2P 86596 3 4 SMALL APPLIANCE (GFCI) 20A/IF 12 1500 \ / / I I A/C R H 6 EAT 10DKW 5 MASTER BATH / PR GFGI 20A/IP 12 1500 I 5000 10 3OAl2F 665% 1 8 DISHWASHER 20A/IP 12 1500 La z \ / 10 DISPOSAL 20A/1P 12 1200 u � lu O U 1300 6 5ID/2P RANGE / ovEN uI1 Hoo _ L) i z N / C I \ 9 11 12 WASHER 20MP 12 1200 1 � D � u N \ \ - / IwP \ EXISTING / � ��o[A�zu u B � 13 14 MICROWAVE 580ID 10 3012P DRYER 20A/IP I2 830 � Z Z O � � Q 0 Z 15 I6 REFRIGERATOR 20AJIP 12 830 � O � F'_ = O O Q. t c Z if `9 0 / ( I I \ / 11 18 CEILING FANS 15A/IP 14 900 3 u� u m z lU GARAGE '/ I \ 4500 10 25A/2P WATER HEATER q o A T O I \ II' -4 CLCs. � 19 20 FL LIGHTS f5A /IP 14 � � O z 4 � � z q O \ / I — — — — / �uu > — SHALL BE WIRE TO — EXISTING SM DETECTORS I 3108 14 15A/IP MASTER RECEPT �G 21 22 GARAGE DOOR OPNR /LIGHTS 15A/IP 14 900 z w 1 �i ll11.U'VA cn / I \ / — — — MASTER LIGHTS 23 24 GARAGE GFCI 20AJIP 12 1500 EXISTING BEDR� OM A t cA K - — I 14 15A/fP 0 lu LIGHTING GIRGUIIT.,, I 14 15AnP LY ROO 26 EXTERIOR (GFCU 2OA /IP 12 FAMIM RECEPT 25. A z = m 110V 14 I5A/IP FAMILY ROOM 1 KITCHEN LIGHTS 21 2a EXTERIOR LIGHTS 15A/IP 14 Z Z Z Z q to I 12010 12 20AAP WHIRLPOOL 29 30 SPARE � aj � w A � � � Lu 3: z \ ALL EX ISTING ELECTRIC SgLL REMAIN H SPARE 31 32 A d a z u P� $ \ I 33 34 � u1�Z� f I RELOCATE ALL. SWITCHES 4 REG PtICLES lU Z � I wP I / I I \ GONDU At ARE NO ETCH R N ESSA AL I I I Q g o p ut 0 E Z 152 35 36 � At= O ' 1152 AHU IN ATTIC ; + % I \ I I E X 15T I NG 1 31 38 � Q 1913 8 0 % \ 116V wz 0 U I I Aeo I 2001 CF- wP I I '' I -- — 522 , 152 I \ \�1""t I 39 4ID V q Q p +- MAIN AIN 48' CLEAR , PA IN FRONT OF ELU ,� / — — — — — — — -- \ q 0 u � SZE 7,L +- p ' w O \ I 1 4 QtK I i E ELE TRICAL PANEL �I�U I � I 2A'lITlB � / \ \ 1 \ � I _ _ _ _ _ _ _ ON MAI oN MA EU IX FOR CCESS # 2 I I I EW \ FE� r ® 511a EXIST'G AHU. - - - TAI WATTS - 40,865 W RELOCA D RELOCATED G' \ - - I SHALL REMAIN 1 EXISTING S OKE DETECTORS 1 >-� P -I E �R > =XST'G PANEL NEW PANEL -SUP � \ \ I I SHALL S WIRED 70 FIRST 10000W AT 100 o qo 30 ,86 W 8 II #1 I E XISTI BEDROOM � R LOG AT D IA�4U I I MAIN DI G. � / \ \ \ 1i i cEXvT'C��i i I LICzHyfNG CIRCUIT. I REMAINDER At 4080 - 12,341 W I �/ � I / \ - _ . _ _ _ _ _ . _ _ 1 T01•AL PANEL LOAD ;` � 22,341 W / 240 V :93.1 AMPS 1 84CI 151315 E X IST I NG 2 N ,/ \ — — — �`�� I EXIS PANEL LOAD = 113 AMPS K I 1 0'-2' # DINING R0011 \ / NEW RANEL LOAD .; = 93.1 AMPS _ EXISTING Si'�7KE DE�TE:CTORS � W SHALL 15 IRED TO \ / X 15 T I N I 707 LOAD = 26 AMPS ei1 °i ' � �' ALL EXISTING: ELECTRIC SHALL REMAIN \ i % I ExISTIN a DROOM I c c5_ � o 0 15 / z, I I RELOCATE ALL SWITCHES 4 RECEPTIGLES \ LIGHTI I n i G CIRCUIT Y ®® I AA f �`` 1 1 G I U1T � x L ARC FAULT BRR .— I REQUIRED 4 CUT 4 P ALL ELECTRICAL I }' v _ ;. � C` W / AS RE RED P \ / I — , — CONDUITS THAT ARE NO LONGER NECESSARY — / I I , .:r _ s ; .. ,, +' I i15 - A SMOKE bEtE GIORS TO BE HARDIllIRE>� ELC. WiTI`BATT�R1' BACKUP _ � I 2 \ �I � C2 '� � � // I ; � I GENERAL LIGHTING CALCULATIONS � � +� I l I CzFCI I 15,6 - - I I Iii / I i i .� 1236 SF. 3 WATTS /SQ. FT.= 3108 d B2 4 FANS -3 td \ �• 2 _ II / .2 0.8 = 2' -11° 52 \ - - -- I 1 Iii / XIS INCA ! ! 1 23 HIGH HAT FIXTURES , s 15 WATTS EACH= 2100 - - -- A.I.C. CALCULATIONS N / 2 x 130'x 26195 2.838 ` I \• ° I 13,923 X 240 + N 421 n ._ 1 T I M 1 2.038 0.329 I I I LJ I ( \� 1 \, 2 I I -6' I I I I G�FG 1 6 TV EH \+ / 6' wP I A_LC. = 26185 x .329 = 8ro18 A II \� _. ' CL.G. I = I I I 6 1 110Y.. 110V, 821 15 ® 23 ® i e 1 _ ALL EXISTING; ELECTRIC SHALL REMAIN t> N N 23 ELECT R I CAL R I S E R D � AG R/`"11 V 1 1523 823:'•::'. 3 0 I I I I RELOCATE ALL SWITCHES 4 RECEPTICLES AS P ATCH I _ _ ! _ _ _ O QUI A - - - - -- 21 , ' I RE RED 4 CUT 4 LL ELECTRICAL E , I 3 -2/& TNWN CU CONDUITS THAT ARE NO LONGER NECESSARY `� _3 9' -S 2 - 6 <' ` IN 2' CONDUIT 21 \ 1 I I EXISTINCs PANEL. -B 3 ' MAIN EXISTING qPANEL 100 AMP o RO / I I METE A DISC. -A- P 200 L $MP CAPACITY 42 CKT. I 521 = 15 1 _ I 10 -2 Lc,. I r DISC. -B- 200 AMP - - \ _ N 525 I �, - - - -- 2s 2'- ; 12 -8' ' 2' - 0" r M.L.O. ' - — - - 11 , �- M.L.O. 10 " - - _ - _ f a t / A I 1 2' COND. �\ ( - - la V ��Ii �Q ` 23 - , TO SUPPLY Lu 829 I I - - -_ _ 152 T`/ ,4TH C (, Y FPL) I /' — - - -- — Z .B• 0 � 52 \\ 10' -2' CL I B 3- 2 /OTHWNGU !• V LdJ - - -- I y '�` ti IN 2 , CONDUIT "4 THWN CU.TO 1 `� / 1 - - _'�3 - I r✓' /8'X8' , f - ONG GROUND 2' -V° �' -2" 2' -a" ROD' THEN CONNECTED \/ FOUNDATION ST EEL 4 _ ) i S„ / J 3 H / ``\ �. 215 6e / _ — ® / \ / (19 52 521 0 *RELOCATE EXISTING POOL ' B / EQUIPMENT TO NEW LOCATION ` GFCI ' 6 ° E RE D / \ F / / y- 1521 TV I D T BLDG. FT PUM 10' -2' oLG.E N {� / / 1 , I I O / I \ STEEL HEATE 1 6 a I = r —� \ E_ 523 \ I I ��i p� °' R I a \ • AN EMPTY 3/4 RACEWAY TO A 2 GANG BOX WITH BLANK COVER IN GARAGE. V ®V - - I m w I _ \ I FOR FUTURE USE. __-- _--- --- - -- - - - - - -- - -- - --------------------- - -____ _ I I _' // 52 C L 0 5 E T " I P 15 52ei "� ELECTRICAL NOTES: EX15TING POOL �'- TO REMAIN _'--� G�I=C _ 1. MIN. WIRE SIZE SHALL BE 0 14 AWG�. INSULATION FOR WIRE 51ZE wP o s 1 � 6 — — — — — — — — AND SMALLER SHALL BE THWN. 1 '4 AND LARGER SHALL BE THWN. �ER�TD�AtD AC ALL CONDUCTORS 0 10 AND SMALLER MAY BE SOLID. 0 8 AND LARGER - �'-,\ Lo AT SHALL BE STRANDED. ROMEX MAY BE USED WHERE APPROVED. THE ACCU SHALL E3E ' WIRED TO ITS' NEW LOCATION -�_ - \- AS SHOWN ON H AN 2, CIRCUIT LOCATION AND LOAD DATA ARE BASED UPON INFORMATION -�- �-' GIVEN TO ARCHITECT AT TIME OF DESIGN. CONTRACTOR SHALL V ERIFY - -- --' ALL EQUIPMENT AND PANEL SIZES AND SHALL PROVIDE CIRCUITS AND EXIST'G ELECTRICAL PANEL SHALL REMAIN AS EXIST'G. A NEW M.D.P. AND 100A PANEL IS REQUIRED FOR NEW ELECTRIC SERVICE. ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. DRAWN E.M.M ELECTRICAL RISER SHALL BE FIELD VERIFIED BY ELECTRICIAN IF REQ'D IN FIELD.(AS PLANS HAVE NOT BEEN CHECKED LOCATED BY THE CITY OF MIAMI SHORES) 3. ALL 120 PHASE BA E 20A BATHROOM, GARAGE, AND EXT. M.S. - E LEC TR ICAL � LA N EXIST'G RISER DIAGRAM SHALL REMAIN AS EXISTG. NO CHANGES WILL BE REQ'D FOR NEW ELECTRIC SERVICE RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (G�FCI) PROTECTION. DATE 1/4" 1 -0 11 ELECTRICAL RISER SHALL BE FIELD VERIFIED BY ELECTRICIAN IF REQ'D IN FIELD.(AS PLANS HAVE NOT BEEN 1 -25 -01 LOCATED BY THE CITY OF MIAMI SHORES) 4. CALCULATIONS ARE BASES ON COPPER (CU.) CONDITIONS FOR % AND SCALE AS NOTED SMALLER AND ON ARE THWN FOR 1*4 AND LARGER. 1. MIN, WIRE SIZE SHALL BE 0 14 AWG. INSULATION FOR WIRE SIZE #6 ` JOB. NO. 03 -006 AND SMALLER SHALL BE THWN. #4 AND LARGER SHA BE THWN. 5. SMOKE DETECTORS TO BE 110V W/ B BACKUP 4 kN KITCH C R ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. #S AND LARGER \ SHEET B� TH OM LI4 HTINC� G� GUITv INTERCONNECTED AHEAD OF SWITCHES_, ,yyj SHALL BE STRANDED. ROMEX MAY BE USED WHERE APPROVED. ., ,� ;',` y� y� (0 ESSENTIAL SWITCHES ND CONTROLS TO BE LOCATED BETWEEN 42 ��' J f; 2. CIRCUIT LOCATION AND LOAD DATA ARE BASED UPON INFORMATION AND 52 INCHES FROM THE FLOOR AS PER THE STATE ACCES151LITY C � EAPR 0 4 2007 J E=1 GIVEN TO ENGINEER AT TIME OF DESIGN. CONTRACTOR SHALL VERIFY � ALL EQUIPMENT AND PANEL SIZES AND SHALL PROVIDE CIRCUITS AND 1. ALL GFCI'S TO BE ON A SEPARATE CIRCUIT. BY--- ---------- - - - - -. ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. OF SHEETS REVISIONS 5Y: PL NOTES 1 -SS_m, I. PLUMBING CONTRACTOR SMALL V ER IFY SERVICES AND SELUER TAP LOCATION PRIOR TO CONSTRUCTION. 2. NO VENT STACKS SMALL PASS THROUGH ROOF CRICKETS OR VALLEY'S. N 3. SIZE 4 LOCATION OF CLEAN OUTS SHALL BE IN CONFORMANCE W/ CODE 4. A MEANS OF CONTROL ING INCREASED PRESSURE CAUSED BY' THERMAL EXPANSION SHALL BE PROVIDED WHERE REQUIRED IN ACCORDANCE WITH F.S.C. 6P60l.3.1. 4 51= 601.3.2 0 �U!, � � w X I �T II�L z ALL TUB /S(- (l�U�'. VALVES S �4LL B1= ,41�1T I SCALD � � �- o � z z � o 0 WITH INTEGRAL STOPS p T � � u o �- ,-� CLG. (o. THE FLOORS 4 5A5E MATERIAL5 OF BAT1HR001M5 ° z Q ° o I _ I POWDER ROOMS SHALL BE IMPERVIOUS MATERIAL T o � z �' u oo - � ww� p - 1. PROVIDE SACK FLOW PREVENTION DEVICE AS DESCRIBED °. z e � Z m IN F.B.C. TABLE P600.1 N - - - - - - - - - - S. WATER- HAMMER ARRESTORS SHALL BE REQ'D FOR QUICK Q n z ° �00� I z u C LOSING VALVES AS PER F.B.C. P -604.9 Q Q� a� T o ° Y z X 15T I NCT w z' �, � u 9. THE WATER HEATER RELIEF VALVE DISCHAR PIPING F w o Q `� ° o �w ILw`' p w 5ATI� 4 u o z ►- p 3' LINE t0 CONNECT j J w 0! 4 -1 O w - F 7V - I TO EXISTING SANITARY MUST CONFORM TO F.B.C. P- 504.x.1 u � 0 0 Q a #2 I�H ! p' FU's °� L --I- _ EX15T'G AHU. _ _ - - - - - - - - - _ 10. ALL DISHWASHER DRAINS SHALL BE CONNEC T T ED O DISPOSALS 2' S� DOR SMALL REMAIN L — - - - - - - - - - - RELOCATEp Lr - - �� R��oeAT A5 PER F.B.C. P- 409.3.1 MEt F- EXBT'G f ANEL NEW PANES -B- MA CIS fR LOeAT QI U #1 j IN ®Ise. O II i eEXST'c)) I 11. ALL WATER PIPING SHALL BE INSTALLED W/ ACCORDANCE DWSHR —. —. L JJ L.- .— .— .— .— .— .— .— . —. —.— — ._._. —.— - - K,S Hl, D/W — F_ _ _ - _ _ _ - - WITH F.B.C. P -TABLE 603.1 4 TABLE 604.5 °�" IF ____ -, i A W EX ISTIN G , KITCk4EN I I i 10' -2' CL . DINING CC�l i l i ALL VENT CONNECTIONS MUST BE A MINIMUM OF (o I , i i 12. WHEN REVENTING, 3' V.T.R I I mi. � ° I I I I I I X I �T I 1�lG AS THE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE AS PER F.B.C. P 905.5 4 W - - -- I I Iii 1= + i w ' � XI�TfI� i FACE OF WALL I I I j l STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG 3' LINE TO CONNECT W 6, ------------------- ------------ - - - - -- - ---------------------- I----------------------- ---- -- SANITARY ----------- - - - - -- -- ---- - - - - -- - - - -- --------------------------------------- - - - - -- ------ - - - - -- - TURN LEAD PIPE j r ! __6011N INTO STACK II SHEET LEAD FLASHING MOP IN 6° I W/ ROOFING MATERIAL 10' -2' CLG. I 6 12' MIN. II � WALL -TYPE o CLEAN -OUT ( ROOFING I i E � II MATE • SEE CIVIL PLAN FOR EXACT ' SIZE, LOCATIION, AND REQUIREMENTS ROOF CONSTRUCTION OF TANK, DRAIN AND RESERVE FIELDS I SLEEVE ROOF 70 SEP o� TANK I I AS REQUIRED �+ >_},B VENT STACK I MA � J ( VENT THRU ROOF DETAIL `d ijL / LA GOVEREr�) to V) PATIO / LLJ 1� 0 _JIL V - Pump I / HEATER I / I I 41' 5 n TUDOR CLG 2 10' -2' . " 2'67u 0 I VEiNT I ��v_ I STUDOR PAT I � � _ _ _ � VENT I 2° 1- -II /Lb I I H•�. 4' LINE t0 CONNECT S co 2 } LAY EXI57 NCz SANITARY 4 3° m co I I LO AT 1MA5TER BATH R ISER 2' TUB 3° 2° 2 P LUMBING P LAN VENT „— 4 PENT S WR 1/4 -0 "wsHR � 2 LA V DRAWN CO 311 Q.M.M. 4' BRANCH FIXT URE SIZES c b CHECKEDM.S. FIXTURE 51 ZE COUNT DATE 4' �N TO CONNECT DOUBLE SINK 1 -1/2 2 ° 1 +4 N O TE D " EX T1 SANITARY ST �OR LAY, L.TUB 1 - 3 4 SCALE SHOWER, TUB 2 2 JOB. N O. 03 - mm WASHER 2 1 6 2 ' LAV KITO1=IE1�1 / P.R. R15ER WIG, BIDET 3" 2 SHEET TOTAL FIXTURES 3 9 2° 2° APR 0 4 2007 B y` - - -- OF SHEETS ............._......... . REVI Y. PLUMBING NOTES. 03 -15_x, I. FLUM51NG CONTRACTOR SHALL VERIFY SERVICES AND SEWER TAP LOCATION PRIOR TO CONSTRUCTION. 2. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS N OR V ALLEY S. N � 3. SfzE 4 LOCATION OF GLEAN OUTS SHALL BE IN CONFORMANCE W/ CODE 4. A MEANS OF CONTROL ING INCREASED PRESSURE CAUSED i BY THERMAL EXPANSION SHALL BE PROVIDE[) WHERE Z o I REQUIRED IN ACCORDANCE WITH F.B.C. 51601.31 4 6P (o01.3.2 p o X f INS r-7. AL_L TUB /S�PWR. VAL VE5 SMALL BE ANTI SCALD 0 � o o � � ; o � z z WITH INTEGRAL STOPS o o u m Z I �. THE FLOORS 4 BASS MATERI OF 5AT1HR001"I5 4 z ° o I 1 POIWDER ROOMS SHALL BE IMPERVIOUS MATERIAL �o °tto oo Lo I N =w= 2W ° '- L------------ - - - --� a ° - 1. PROVIDE BACK FLOW PREVENTION DEVICE AS DESCRIBED Z z z z .4 d) V D a o ° IN 'F.B.C. TABLE 1608.1 I o Di L4 m 3 z° o I WATER- HAMMER ARRESTORS SHALL B R EQ D FOR QUICK a u > ° , u I r - - - - - JZJ J� coo *- j CLOSING VALVES AS PER F.B.C. P - 604.9 1 I rz z��a�c�c�� o " 15 1 9. THIS WATER HEATER RELIEF VALVE DISCHARGE PIPING Q E3,4TI=I J� - MUIST CONFORM TO F.B.C. P- 504.1.1 W �- _ � WW _ uj 1 FLU NEW EWH 10. ALL DISHWASHER DRAINS SHALL BE CONNECTED TO DISPOSALS 112 _ - - - -- r - SHAL REMAIN L oe>�� I � j � �; � I A5 PER F.B.C. P- 409.3. . RE l- RELOGATEP N W ANEL -B- 1 II Ap #1 r��t F, Exst� f�ANEL I f lo t E x T I II. ALL WATER PIPING SHALL BE INSTALLED W/ ACCORDANCE 41N ®ISG. ; li j C �j j - H w 1 �� - J� L ------------ _ WITH F.B.C. P TABLE (o03.1 4 TABLE 604.5 - - -- c o — 1 __ _� ®. W C en ri aL co D/W I I n E XISTIN G KI TAI =I1�1 =- I ALL VENT CONNECTIONS MUST BE A MINIMUM OF 6 + 1 j I I 12. WHEN RE 1a' -2" cL I mm — I i I I , X I �T I AB V. THE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE AS PER F.B.G. P 905.5 ;� 71 ro wd _� 0 0 1 � � I I I PRESSURE RELIEF VALVE — �' CS CW j j WATTS 530C - �� EX15TIN� U 1 — I i L- ----- -- - - - -- - - - - - -- -- -- - -- .-- .- - - - - -- - - -- -- - -- - - - - -- — -- _ -- _ _ _ THERMOMETER - TYPICAL T T & P VALVE — II Z i I - - - -- I I PIPED 5" AFF TO . _ I I j i UNION - TYPICAL I I i ELECTRIC WATER HEATER I 1 I 1 I I I I I 6° 6' 13/4" GOLD WATER ,a' - 2° c! �. i1 1 i -1/2' HOT WATER ors VALVE I I I 6 S a -- - z I DRAIN PAN � I DRAIN VALVE I W 1 RELIEF LINE Q I FINISH FLOOR V � I , 1 (SEE *BELOW) 10' -2" CL .G. W Q 1 1" COPPER RELIEF PIPE TO OUTSIDE *TERMINATE RELIEF LINE OVER DRAIN PAN �Q 1 W/ AIR GAP PROVIDED & PIPE PAN TO OUTSIDE W/ 1" COPPER PIPING -Z° GLC i J �I� NOTE: DISCHARGE PIPING SHALL COMPLY W/ FBC P 0 - 504.7.1. �++ ELECTRIC WATER HEATER PIPING DIAGR NTS +^ Lu e./ c LIJ FAT I 1 N UJ t_ ° 1 'I i� 6 Ln I NEATER I I ✓ / I W SEE sv P %dry. CLCeET I 1 1 GO\ / FE-D 1�' -2" CLCz. I I I FAT 1 I �.8. 3/4' CONNECTION �p f LESS FLANGE WHERE PIP NGHED 70 EXPOSED - I `0 I I o T � ®� PLAN �� LO AT REMOVABLE W ATER D I S T R I B U HANDLE OUGH CHROME PLATED 3/4' HOSE THREAD VACUUM BREAKER (VANDAL PROOF) DRAWN Ell-M. HOSE BIBB DETAIL CHECKED N.T.S. M.S. DATE 145 -01 SCALE AS NOT JOB. NO. 03 -00ro SHEET t!� F�2 APP 0 4 2007 ' -------------------- OF SHEETS REVISIONS 61': PLUMBING NOTES I. PLUMBING CON TRA C T O R SHALL VE RIFY SERVICES AND �� * *� SEWER TAP LOCATION PRIOR TO CONSTRUCTION. �c I 2. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS° `� I , OR V ALLE Y-5. ''I = 3. SIZE 4 LOCATION OF CLEAN OUTS SHALL B IN r CONFORMANCE W/ CODE ? ' 4. A PRESSURE CAUSED I A MEANS OF CONTROL ING INCREASED PRE RE ED 4 I BY THERMAL EXPANSION SHALL BE PROVIDED WHERE w REQUIRED IN ACCORDANCE WITH F.B.C. 6P (o0l.3.1. 4 5P(o0l.3.2 W , Z 41 XI STI ALL TUB /SI -IUJR. VALV Sa- I,4LJ_ 8 ANTI SG,4LDz� ° o� z I WITH INTEGRAL STOPS ° o u °u u u (o. TPE FLOORS 4 5A5E 1 IATERIALS OF 5AT1HROO]"15 4 d ° z t�U3 'Q ° o z I I POWDER ROOMS SHALL BE IMPERVIOUS MATERIAL ? 'Lou w 0 o °u I I +- o 1. PROVIDE BACK FLOW PREVENTION DEVICE AS DESCRIBED ° Q z e w Q IN F.B.C. TABLE P60a.1 z o ° ° z � o t Z I I � O S INu10-t- tD�z °� � I I w - - - -- - 8. WATER - HAMMER ARRESTORS SHALL BE E R EQ'ID FOR QUICK °z : >a ; ` 2 M R CLOSING VALVES AS PER F.B.C. P - (o04.9 Q° a° L E z Q � pp �uz�� X I ST f 1�1 Ll 9. THE WATER HEATER RELIEF VALVE DIS PI P ING o o 5AT14 ;&0z r_ � ° T F - - 1 ! MUST CONFORM TO F.B.C. P- 504.1.1 u Q NEW EWN i i �z IL � �J 10. ALL DISHWASHER DRAINS SHALL BE CONNECTED TO DISPOSALS a L 1 _ EX ST'S ANU. - - - - — - i R�)-0 _ RELOCATED F - - — �� SHALL REMAIN As PER F.B.C. P -409.3.1. - - - - - -- EX5T'G PANEL NEW PANEL -5- EX5fi G) I 11. ALL WATER PIPING SHALL BE INSTALLED W/ ACC© 1�1C -- - -- - - - -- -- - - -- spy D/w I - - T- - - KI TCM _ - WITH F.B.C. P -TABLE C 03.1 4 TABLE 604.5 ax5. w N E XI STING � ! N V A NT CONNE MUST A MINIMUM t � � � go I� GL - -_ = — =_-� I I 12. WHE RE VENTING G, LL VE E BE OF (° c •�' ®, EXI STING ABV. THE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE AS PER F-5-C. P 905.5 CA � L� ,I I II ii ca 04 cm cm u CA op Lo la j PRESSURE R ELIEF VA w I WATTS 30C — �� I ��w Ulm E X I ST I NG Y. - - - - THERMOMETER - TYPICAL _. ... ..... _ _ I j T T& P VALVE PIPED TO I I 6" AFF UNION - TYPICAL i I ELECTRIC WATER HEATER II 6 o II 3/4° COLD wAtER 10' GLCs. +I /2' HOT WATER 6" w H w I I 611 H DRAIN PAN DRAIN VALVE 1 RELIEF LINE FINISH FLOOR (SEE * BELOW) �1,45T 10' -2" GLCs. 1" COPPER RELIEF PIPE TO OUTSIDE *TERMINATE RELIEF LINE OVER DRAIN PAN M uj �B W/ AIR GAP PROVIDED & PIPE PAN TO - I�5T � 6 1 ■ 1 OUTSIDE W 1" COPPER PIPING �• V IZI I II �► ' - - 5AT k I NOTE: DISCHARGE PIPING SHALL COMPLY W/ FBC P- 504.7.1. �\ , _ ``; u. ELECTRIC WATER HEATER ul i PIPING DIAGRAM NTS ��; �� I ' LA FAT 1 uj - rq 10'-2" CL.G. OP uj M i I 611 / V I I4EA7ER-& L_ CLCSET "o _ F � I I N 3/4' CONNECtOi'y r. — LESS FLAN UW�4IERE rA AT TC EXJ°QSU I PIPING I I LO AT W AT R DISTRIBU LA ICI REMOVABLE TEES 1/4"=l -O° HANDLE OUCH CHROME PLATED 3/4' HOSE THREAD VACUUM BREAKER (VANDAL PROOF) DRAWN E1111. HOSE BIBB D ETAIL N.T.S. CHECKED M.S. DATE z5 -0 SCALE AS NOTED JOB. NO. 03 -006 SHEET F = 2 OF SHEETS f' �a Oman ca CITY t 151 a, copy {�, C- uJ cs Q y coo . °, Q0 CL c 'pC F t ,OOG €Y....... — C — PERMIT s JfF C ` C C •* .. J MI AMI SHOR S VILLAGE C C G APPROVED BY DATE ®� 007 �' � � � ZONING FED C - - -�- STRUCTURAL 1 d o c ELECTRILAL r .•- , �� /� PLUMBING MECHANICAL BLDG. SUBJECT TQ COMPLIANCE WITH ALL FEDERAL � hrlii STATE AND COUNTY RULES AND REGULATIONS APPROVED r A , r PermA no, t q Data •� Mliami -Dade County` &alth Depa=eut cf { IIIIII IIIII IIIII IIIII IIIII IIIII VIII IIIII IIIII IIIII IIIII VIII IIIII VIII I III IIIII Ilil IIII Derm Number: 2007 - 0817 -1516 -3589 Contact Name: MR RAY CARABOTTA Contact Phone: (305)975 -0080 Folio: 11 3206 -013 -3250 Project Name: CARABOTTA RESIDENCE /SEPTIC Date Received: 08/17/2007 - Reviewer Name: NIGUEL DE ARMAS