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PLANS0 2 ;4_s r_ %E VA ' // �- WS El EVA7fO "Ak=1, ■ w 0oor-' C3` -4 +x 6 ,� 1 o No c., i- D�tCZ 04 R 24" r', Pc Met (4 24 f Z® ►7-' 4 }•_ , S4 14 -574 Ao lV 62 -6 3aS0 2 Mme 1204 i r��rr i i! � F, avor (34) v' c) ? Stcki&w (l3 /4)c$ '/i) ,4 t 02-0 '72 %• /3 - -� / / .1 � `ion / 4 s�sa ? ° " 01�� ^ +n9 74 ( x 79 Z0 r) e. 4 ,>-o`. j -64• 4 : go 0 %0290 ;' 4/er Rc'Orh1 (7 4 W 63 Zone 4 .50.. /, -sq.£f AC., I A C9 2- 0 305% 0 2 Zmn 4 a rm, 0, -56. (o ,A c- /�lo o / -o Fs-I4.07 LAISTIN . BATH" ..- I i I ®11011 1 �� '~1 11111 er 11V1 NEW P .. 2' -0 "HT X 10' -0 "W I l_ C HIGH WINDOW I �_ 2 . i :111111111111111111111111111 i • - r i FUTURE BUILT IN CABINETS t I NEW i 1 WALK -IN CLOSET 6 GLASS AREA CALCULATION MARK SIZE TYPE AREA ZONE GC Gcpt Wind Pressure Wind Pressure Allowable cceptance 1 ( Inch) S.F (psf) (psf) No. + - + - + - w_1 1 $•C 4 1' .a 73,3 733 c 7Y 4` /, 14. 4 . :94 1 4 4 u 52•o 5 6 7 0 (6 ) r v 37x74 </ / 90 4 • : 9 4 1'+ {/ 52- /�6• 7,x 66-0 �. ,2 „ ) 5oS S ( .0 4 9 k' Ito £r r/ 53.5 Sys 6 .i s,�c�.� r.< / -o 0 .4 /: 5. r, 2 7.2 4 .o t, 50. 54,.s' ;r • 4 t>!- ©�2y'.bS' 63 / 21.0 4 Z o /� /a 53:7 ,i ,, r n it 37x35 ,• Y, 4 /. ,f f .54S S ?,4 ,r / 1, ,� a 1 t 74 x63 /19 '32.4 4 /9 / O 56i �iy. - C 1 7 '' c� csa 2 L' MalliMMINESERNEME • 9� o S , � 5-2- � ' SO.O -o 2.9 o �,__1� .5 X9 :3$ 1 , o , o.o =0x-8 _ h oar !r.J � .9- ' .a Z r 55%7 60.v ,60:0 o e ms - 04 'o` 41-- t, + i,o r' .4 7 .o So r �aarrsa�a BLOCK UP EXIST. OPENING EXISTING FAMILY ROOM ELEV. +10.7' NGVD EXIST. 7" STEP DOWN EXISTING DINNING ROOM WINO PRESSURE' co lPUrA r /oN 0,o02r‘ X � kz/ A4' VZwT k z 19= / - - , kzf/l k64 (/314M j =/ oo.236 }c. s?c/ x/ x 14 x/ _ =. 46 / 6, •_ P- (' 6 'cle ��;,, c cj�, : t NEW 2' -0 "WIDE X9' -0" LONG ISLAND WITH CABINTE BELOW EXISTING LIVING ROOM Y ELEV. +11.3' NGVD NEW - DOOR PANTRY h(171 r NEW PATIO �V� +10.1 NGVD I EXIST. SLA / I BE REMOVED L J . EXIST. 'N fl ETER iti B E ESL OCATED P ®111111111 HOOD —J ABOVE PANTRY NEW - DOOR EXIST. BEDROOM BLOCK UP EXIST. DOOR FINISH TO MATCH EXISTIN BATH NEW DOOR e w' a; n REVISIONS Sheet Of 1 Sheets Date // -4 03 CT) < 0 (11 0 N : MIIMMIll IIIMMINMIII IIIIIIMIN IIIMIIIMINII NIMNftml WM 0 2 ;4_s r_ %E VA ' // �- WS El EVA7fO "Ak=1, ■ w 0oor-' C3` -4 +x 6 ,� 1 o No c., i- D�tCZ 04 R 24" r', Pc Met (4 24 f Z® ►7-' 4 }•_ , S4 14 -574 Ao lV 62 -6 3aS0 2 Mme 1204 i r��rr i i! � F, avor (34) v' c) ? Stcki&w (l3 /4)c$ '/i) ,4 t 02-0 '72 %• /3 - -� / / .1 � `ion / 4 s�sa ? ° " 01�� ^ +n9 74 ( x 79 Z0 r) e. 4 ,>-o`. j -64• 4 : go 0 %0290 ;' 4/er Rc'Orh1 (7 4 W 63 Zone 4 .50.. /, -sq.£f AC., I A C9 2- 0 305% 0 2 Zmn 4 a rm, 0, -56. (o ,A c- /�lo o / -o Fs-I4.07 LAISTIN . BATH" ..- I i I ®11011 1 �� '~1 11111 er 11V1 NEW P .. 2' -0 "HT X 10' -0 "W I l_ C HIGH WINDOW I �_ 2 . i :111111111111111111111111111 i • - r i FUTURE BUILT IN CABINETS t I NEW i 1 WALK -IN CLOSET 6 GLASS AREA CALCULATION MARK SIZE TYPE AREA ZONE GC Gcpt Wind Pressure Wind Pressure Allowable cceptance 1 ( Inch) S.F (psf) (psf) No. + - + - + - w_1 1 $•C 4 1' .a 73,3 733 c 7Y 4` /, 14. 4 . :94 1 4 4 u 52•o 5 6 7 0 (6 ) r v 37x74 </ / 90 4 • : 9 4 1'+ {/ 52- /�6• 7,x 66-0 �. ,2 „ ) 5oS S ( .0 4 9 k' Ito £r r/ 53.5 Sys 6 .i s,�c�.� r.< / -o 0 .4 /: 5. r, 2 7.2 4 .o t, 50. 54,.s' ;r • 4 t>!- ©�2y'.bS' 63 / 21.0 4 Z o /� /a 53:7 ,i ,, r n it 37x35 ,• Y, 4 /. ,f f .54S S ?,4 ,r / 1, ,� a 1 t 74 x63 /19 '32.4 4 /9 / O 56i �iy. - C 1 7 '' c� csa 2 L' MalliMMINESERNEME • 9� o S , � 5-2- � ' SO.O -o 2.9 o �,__1� .5 X9 :3$ 1 , o , o.o =0x-8 _ h oar !r.J � .9- ' .a Z r 55%7 60.v ,60:0 o e ms - 04 'o` 41-- t, + i,o r' .4 7 .o So r �aarrsa�a BLOCK UP EXIST. OPENING EXISTING FAMILY ROOM ELEV. +10.7' NGVD EXIST. 7" STEP DOWN EXISTING DINNING ROOM WINO PRESSURE' co lPUrA r /oN 0,o02r‘ X � kz/ A4' VZwT k z 19= / - - , kzf/l k64 (/314M j =/ oo.236 }c. s?c/ x/ x 14 x/ _ =. 46 / 6, •_ P- (' 6 'cle ��;,, c cj�, : t NEW 2' -0 "WIDE X9' -0" LONG ISLAND WITH CABINTE BELOW EXISTING LIVING ROOM Y ELEV. +11.3' NGVD NEW - DOOR PANTRY h(171 r NEW PATIO �V� +10.1 NGVD I EXIST. SLA / I BE REMOVED L J . EXIST. 'N fl ETER iti B E ESL OCATED P ®111111111 HOOD —J ABOVE PANTRY NEW - DOOR EXIST. BEDROOM BLOCK UP EXIST. DOOR FINISH TO MATCH EXISTIN BATH NEW DOOR e w' a; n REVISIONS Sheet Of 1 Sheets Date // -4 03 CT) < 0 (11 0 N : ;4_s r_ %E VA ' // �- WS El EVA7fO "Ak=1, ■ w 0oor-' C3` -4 +x 6 ,� 1 o No c., i- D�tCZ 04 R 24" r', Pc Met (4 24 f Z® ►7-' 4 }•_ , S4 14 -574 Ao lV 62 -6 3aS0 2 Mme 1204 i r��rr i i! � F, avor (34) v' c) ? Stcki&w (l3 /4)c$ '/i) ,4 t 02-0 '72 %• /3 - -� / / .1 � `ion / 4 s�sa ? ° " 01�� ^ +n9 74 ( x 79 Z0 r) e. 4 ,>-o`. j -64• 4 : go 0 %0290 ;' 4/er Rc'Orh1 (7 4 W 63 Zone 4 .50.. /, -sq.£f AC., I A C9 2- 0 305% 0 2 Zmn 4 a rm, 0, -56. (o ,A c- /�lo o / -o Fs-I4.07 LAISTIN . BATH" ..- I i I ®11011 1 �� '~1 11111 er 11V1 NEW P .. 2' -0 "HT X 10' -0 "W I l_ C HIGH WINDOW I �_ 2 . i :111111111111111111111111111 i • - r i FUTURE BUILT IN CABINETS t I NEW i 1 WALK -IN CLOSET 6 0 2 BLOCK UP EXIST. OPENING EXISTING FAMILY ROOM ELEV. +10.7' NGVD EXIST. 7" STEP DOWN EXISTING DINNING ROOM WINO PRESSURE' co lPUrA r /oN 0,o02r‘ X � kz/ A4' VZwT k z 19= / - - , kzf/l k64 (/314M j =/ oo.236 }c. s?c/ x/ x 14 x/ _ =. 46 / 6, •_ P- (' 6 'cle ��;,, c cj�, : t NEW 2' -0 "WIDE X9' -0" LONG ISLAND WITH CABINTE BELOW EXISTING LIVING ROOM Y ELEV. +11.3' NGVD NEW - DOOR PANTRY h(171 r NEW PATIO �V� +10.1 NGVD I EXIST. SLA / I BE REMOVED L J . EXIST. 'N fl ETER iti B E ESL OCATED P ®111111111 HOOD —J ABOVE PANTRY NEW - DOOR EXIST. BEDROOM BLOCK UP EXIST. DOOR FINISH TO MATCH EXISTIN BATH NEW DOOR e w' a; n REVISIONS Sheet Of 1 Sheets Date // -4 03 CT) < 0 (11 0 7.7" vAR!C S 0 ' 0 1D . VIC .S CTIP Z.11:1. 2X2 PURL IN 1X2 PATIO 7 ALI PLATES O 0 ( 2x3. 2X.. 2X5 AND 2X6 Sox SEAMS ) USr 1 /Lrx 2"X r STRAPS WITH 6 f14 S►tS TOTAL ( 3 EACH SIDE OF SPLICE ( 2X7. 2X8. 2X9 AND 2X10 Box HEAPS ) usE 1 /8"x rx 1r e c7F--Ticxntbt or sptc 14 f14 SMs TOTAL 3/16 x 1 1/C STRAPs MAY BE USED /IN PLACE or 2 " SSTRAPS. 9" -? 30X BEAU. O 0 0 2? 0 0 O O O O Q O` 1 2� t ! 9 - 7' BOY BEAM G G C 0 0 2x2 'U• CHANEL v/ 1/4• THH.0 BOLTS DO y CDL UHtt 1 /4 ?FRU BATS DOS, E-F_N CUT PLATES TO FIT INSIDE' or 3' BOY HAM B0X HEAPS AS SHOW/: OK DETAIL VAP!E: K - BRACE DETAILS M:,.•' ARD BUX BEAM SPLICE DTTAIL 1•EPRDDUCTIo•: ANO APPR'1.'A.. Or TTMS PLAN OP ANY PAR'. THEPEOr rat c 71 r27.0': OP ANY OTHER Mt SHALL ONLY BE OQ+:E 1!' 0 0 0 0 3 0 0 0 9 Q TYPICA'_ ELEVATION ]3x COLUMN 0 O/ 1 .-.-I 2 2 ar %Ira. ) S AND 4 9EAVS.I ( vT: 0 0 0 0 T 0 8" BOX BEAM o c c O O j 4 1/4 'O- 1 0 o 9 9 1 O O 0 O i ___.2t ____ typ:c0 1 -9 3/4-____4 10" 83X BE t.' 0 0 0 ✓ 3 /1C Pt.A7.3 TO ocrX00CL BGx CD1 R.P. Al 4° 4 O 0 0-7-7 1 /r o G 0 0 9 9 I o O O O 1 L - 2' ) 3•_ FA: _I A T)*'J�iTS TDP vly./ D. Cpn'tEC710•N 1x2X3/16 ANGLE 10" LONG AT EACH SCREEN ROJr IEAM O 0 11 7/9" 0 o-T 0 0 p 1' 0 I typ.c at 1- I S BOX BEA!.A. 2•x?'x1/9•..t:GLE '12.0.1 2 410 1• EACH LEG 9A.`- visas 4!•: SY x r 1/s 3' RISER X 12' VIDE ALUM. RDOr PANtl„ 2•X7'XI /9 ANGLE ON EACH SI :: STRUCTURAL GUTTER 2X2 ROOF 1.4EW2CRS. 1'X2 - 1/2'X1/16' CwER PLAT_ wTTH 410 5‘ !1D X 1 i'2 sus SPEC., 7 9P-A'yr' URIC AT EA.. A:_1... -' RA:7 { rAS!LH^1 .n rASC1 rh1• V/ 3 5/16'. 3' LAG: "TH5 R.A. 15 1N :AJD U. • _ :: �.. t?o•37tr s lac NSO•JR PCP EACH SJ9U7iA_ cave: / 1 E ND A:..L C CIL UH 6 W ! .1 END WA POST DcTA� j \ 1."....."'"....44„,,,,......p. 1x2 PERK X"" \,, 1 ,� / i ■ f �l .� �j� S /IC•x LAS: I ; f m A ,.`S x 1 r 1 6.. ---t 4 A' CAC'. BEAU A7J -- - -�_.' 1 I �"E.;_' }� • � 12' D_ I :TAO RL3 2' �M rA - -.4 -"- --- L. .0.-,J,../ I L ■ , BOX BEAN NOTE. LARGER PLATE: MAY Sr USED IF REOJIRED. O a:z; -. t •s AS!) s ..� 14 x Y SuS PC^ i { �� ; AS'.AS . 1 � J i t T '11a;A:_ 1/4" M?:. THICKNESS 1 x S x 3/16" AM:LE. 7 LAN: !'R! 3 - /C 1144. TO Munn.. •10 S.M .S. THRU BRACE 4x 414 SHS AS SH�.h ALTERNATE BRACE L TALI OVERLAP 1E'." :C r"Lx•: ; wN O PAS � PASTE" r-' 3 SUS , r l 1 -� 1 EA-"-N :I DE A: :.c.'•- USE 4 014 SU S roP 1152 1. 9 :2 1:1 IC'' ) *. i y • I v O I TVD ;/4• THRU BOLTS OR 4 114 S ✓S 1/4 THRU BOLTS +- STRUCTURAL GUTTER CAM TVD 1/4• THRU BOLTS V/ VASHCRS 2X2X1/8' ANGLE v/ •14 SMS f - 4 3 /Arr N'C' ASS TYPICAL. EACH CORNER 2X2 SNAP At:D 1X2 SNAP. CDP.Nr R DETAIL ''Trx2:9•A1SLE ir.: 2 414 SUS L•. CACH LEG 9= .. TO COLL:` '. .CC' IO'. CO_ tx: BOX BOA" BEAN CON'.:1:E7i.• VITH !VD 1/4' !Fe.: BOLTS %. TVO 3 /P• LAC: TO EASE IA 4 Sur, - _,.D !`! Pl1.cC OF 1/4" ALTERNATE 1" FAS :A WITH 2" SU3 FASCIA. 1/4 THRU90LT. AS S -4CM^:. I CONTItr_"_ •DI vERTER (optional) , 2X2 2' 7x 3 /1r ANGLE 3 LONG V/ 1/4' THRU H�TS AS S•{]'•'N. TOP. CABLE BRACING AND GUTTLR DETAILS Sa SST /3.' I VI 2•X2'X1 /t3•A7GLE VI'.H 2 *14 SP; : ACCEI•TA> CE N0. - D $ .0 ---f IRATIUN DA'ILLIC / J' .11 ?et)! Sx 4"x 1 /8" PLATES wr N 4 1114 SA:S AS SHOW::. 2X2 BRACC M7114 1 /E" PLATES EA END WTIM !14 SVS AS SHOMT:. 1 1 0 I o II� 7 CDNTIIr -CJ: 1x? r'T /14 X 1 1/7 Sr, 2C O.C. ALOI.. GETTER. SB'!: A.w 7 -811.. t' C 1.0'+: 1' •....J \ _- � 1 +!4 A' [ A .•/J.. 4ATT_II \ 1 I mo . • fAS!7i N� !0 rASC+A .!. tJ 1 3 S/ 16 r LAC; I� - ; I V7/ 1 . U CUti I ROL •JIVtS1UN 1:d 1 C9S WALL P/2r_ATT-S 1/! x AT TAC 1 BC. L C5'.'ER 7LA'T. 10 SvS. 1 "x 1E .. r1LLo+ � �cr 1 •x 1/Er OR 1 7% 1 /C' COIf^. JOUS 1/4' THRU90LTS AS SHC+x... BUY. I AiLJ CCILV!!!2 . e t... -• 0 0 BOX COLUA:`: N c 1-11\1 f � f 2x2X1 /8' ANGLES 1 • DOJ9 E 202 LAT 2 AT EA. COL. AND AT 24 O.C. 1•x2 - 1/2•x!/16' COvtR ?LATE wm4 f13 Svs. >410 x 1 1/2 EXTR;;L:D GUTT r HO>< r.SC1. FASCIA CONNECTION FOR DOMES ! LAGS 1X2 • 2.2.2/1& ANCS W/ 1 /1/4". x 3 • ANCHORS AND 414 SUS USE 3/E" ANCHORS FOR 2.2 AND GICATE MANS AUS , �. (1(1 , vL x 1 1/r SUS 1 o-i (�^[• / 4 1 /! II;O;C 3 /CX r L•CS 1E4 CC•r NE C'!C ++ A' T 1•C H 9LAV LOCArt31. USE _7' 7 a 3/1C A" S ' -< EA V•'_ r^-), 3/!' LACS TO rASCA AND 1/C THRL'90:TS TO B:AU. 1L ! WIGE 3t!" k.1/ PE LISrn AS SHOWN ON BEAU TAT_E SHEET 41 ( YAx. LOAD - 11004 ) G T Er BRACE DETAIL 2 - 110 X 1 1/2• !CMS EACH P6xL1. 11 i SPEC 2 BRAC✓.ET 7 LONG. i w:.17 Ct./7MR; Or:Ly. 1 3Tr I 1 1 ti tit • 6 S•t 4 TOP AND )1!011 \`4. A 1 1/16' U CLIPS WITH 110 X 1• :HS AS SHOVN ��.. L .. . 7 167 S0 II 4 FIC^.:DA BINDING CODE 1 ` - - PRE' JCT CONNOL !V!SIO!i BU:1.01 4 . CODE CU \I?LIAr1t UL 1 It g;CtrTANC.T. N395 -c15•.O MIAMI•DA',_sr This application for Product Approval Hs Code and Product Review Committee to be forth above. APPROVED: 1)2/15/2001 !`:C- 50CC I'pc2 :Q0' ce• .;,!a•e :'no:■ce u:e Jar -e cover - d PRODUCT CONTROL NOTICE OF ACCEPTANCE Storm Screen, Inc. 10580 S.V. 134 Terrace Miami ,1 4, 33157 The = .xpensc of such testis, %vill be incurred by the manufacturer. :1CCF.PTA CE \O.: (10- 1130.01 EXPIRES: 11:13:2005 Rau! Rodri.2t :r7 Chief Control Division TI ;IS IS THE COVERSIUFFT SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS T> IONS BUILDING CODE & PRODUCT REVIEW CO\I\IITTFE Francisco J. Quintana R.A. Director titianii -Dads County Building Code Conip!iance Office AIIANUI -DADE COUNTY, FLORIDA 4 METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE 11ETRO -D:1DE FLAGLER BUILDING 110 \1 I;S T FLAGLER Sl RUT. SUITE 1603 \IfAiif. FLORIDA 33130 -1563 (305) 375- f'AX (305) 375-2913 CONTRACTOR LICENSING SECTION (305) 375 FAX (305) 375-2558 CONIRACIO!Lk- 1E044.F:LF .,if (305) 375 - 2966 FAX (305) 375-290s PRODUCT C(>.NTROL I/I1'IS10\ (305) 375-2002 PAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: aluminum Framed Screen Enclosures under Chapter 8 of the Code of Miami -Dade County governimi, Construction, and completely described herein. has been recommended for acceptance bv !Nliam D3 e of County BuildinL; Code Compliance Office (BCCO) under the conditions specified herein. I d This shall not be valid after the expiration date stated below. BCCO reserves the rioht to rrr)duct cr material at any time from a jobsite or manufacturer's plant for ua secure this product cr material fails to perform in t`:e approved ma; p q !i`` control testing,. If this use of such product or material immedi:' ;eit BCCO reserves the r rnht to revoke 1 this 1,� or suspend the determined by BCCO that this product or material fails to r,.cet the requirements of - the So�v :h if if Florida s Code. h beer. reviewed h.. the BCCO and approved by the Build!n used in :Miami -Dad;: County. Florida under the conditions set Storm Screen. Inc. ti. ACCEPTANCE No.: 00- 1130.01 APPROVED 02/15/2001 EXPIRES : 11/1312005 NOTICE OF ACCEPT.ANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 P.n •ro ('nn� -nl T�iv Ginn 1 Repewal of this .acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (S) years. ?. Any and all approved products shall be permanently labeled with the manufacturer's n,an:e, city, state, and the foi!ow ina statement: "Miami -Dade County Product Control Approved ", or as specit;,cally stated in the specific conditions of this Acceptance. 3. Renewals or Acceptar.cc will not be considered if: a. There has been a chan_e in the South Florida Buildin` Code affectim: the evaluation of this product and the product is not in compliance with the code chan`_e:. b. The product is no longer the same product (identical) as the one or,__ na!!v approved. c. lithe Acceptance holder has net complied 1`..:h all the requirements of this ate_ e.tar•�cC ir.cludin t. � correct instal'ation of the product. d. The encinee•, vv originally prepared, si and sealed the required docu ir,itia!f' submitted, is no longer pr- :ticin` the engin a profession. Any revision or chanee in the materials, use, and/or manufacture of the product. cr process shall a'.ltonhatica'.iy be case for termination of this Acceptance, unless prior written approval has been_ , e, :cd (through th,e filing ofa revision application v „th appropriate fee) and granted by this ofn c_. Any of the follow ins shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance ofthis product or process. b. Misuse of this Acceptance as an endorsement of any product. for sales, advert. no or any other purposes. 6. The Notice of Acceptance number preceded by the''crds Miami-Dade Cot Li_. d =, _' ?cll.«'ed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. this Acceptance as well as a p7roved dr awin ^ -s and other documents ��'' -c ! A mop; c. �.s Acc � . .., ,. . ... it acciics, steal be provided to the user by the manufacturer or its distributors and shall be available for inspection at thc job site at all time. The engineer needs not reseal thc copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 11 _ * ”. fie lmy A. altar, P.E.- Product Controi Examine- Storni Screen, Inc. ACCEPTANCE No. : 00- 1130.01 APPROVED 02/15/2001 EXPIRES 11/13/2005 NGTICE OE_ XCCEPTA;XCE• SP_ECLFIC CONDITIONS I. SCOPE - This renews the Notice of Acceptance No. 97- 0S26.04, which was issued on November 13, 1997. It approves an Aluminum Fr r ed Screen Enclosure, as described in Section 2 or this Notice or Acceptance, desi,ned to comply with the South Florida Building, Code. 1994 Edition for Lliami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating, values indicated in the approved drawings. PRODUCT DESCRIPTION This Aluminum Framed Screen Enclosure and its components shall be constructed in strict compliance with the follow in::: documents: Drawin No. 3001, prepared by Ramms Engineer,nu. Inc., dated June 10, 1994, lase rev ised on June 12. 1995. sheets 1 and 2 of 3 and dated June 6, 1993, sheet 3 of 3, all bcarin. the 'Miami -Dade County Product Control Aprro' al and Renewal stamps with the Notice of Acceptance numbers and approy al dates by the Nliarni -Dade County Produce Control Division. These documents shall hereinafter be referred to as the approved dr_.yings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor belts. must be protected against corrosion. ccntanrn.:t :on and da as gc at all times. 4. INSTALLATION This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance with the approved drawings. 5. LABELING A permanent label with the manufacturer's name or logo. city, state and the following, statement: "4liami -Dade County Product Control Approved," shall be attached to the bottom of each chair rail. 6. BUILDING PER`II T REQUIRE,N1ENTS 6.1 Application for building permit shall be accompanied by copies of the fol!o�yin�: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings. as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Ot'ticia! or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. t lelmy A: ;v1ukar, 1.I:.- Product Control Examiner Product Control Division Name: Phone 1: Phone 2: ROBIN CONNEARNEY 1218 NE 101 ST MIAMI SHORE 33138 CLIENT INFORMATION: Folio: Total Gas Load:140 000BTUH Total Developed Length: 63' RENG 80 000BTUH / / 15' 3/4 "UNDERGROUNDED 18" DEEP PRESSURE T' WC SOV 3/4" 3/4 "UNDERNEATH OF HOUSE STRAPPED TO THE BEEMS PRESSURE 7" WC / CONSUMER GAS PLUMBING CORP.` 4510 SW 154PL MIAMI FL 33185 305 608 -5400 / / / 22' / \ / 1" GALV SCH 40 // STRAPPED TO THE WALL / PRESSURE 7" WC \ \ 1" GALV SCH 40 SLEEVE \ ^ THRU THE WALL 8' 1" GALV SCH 40 STRAPPED TO THE WALL PRESSURE T' WC GAS METER / / / / I / I 1" GALV SCH 40 1 STRAPPED TO THE WALL / I PRESSURE 7" WC L SOV 3/4" E \ --- /VH WATER HEATER 40 000 BTHU SOV 3/4" COMPANY INFORMATION: DRYER 20 000 BTUH 6 177.33' 99.60' k \ 100' 4 100' - 100' 3 100' 100' 2 100' 161' 1 In ro 161' 100' POCKET NEW 2' - -0 "HT X 10' -0 "W HIGH WINDOW 103 NEW 273 S.F. MASTER BEDROOM ELEV. +11.3' NGVD FUTURE BUILT IN C.HbiNE I �f//1!/ I /I/ / /L//f!/Ar. "4Y/ /L//1!/ _-� 'EW IST►N- BAT EXIST. BEDROOM 1101 BLOCK UP EXIST. OPENING EXIST. 7" • STEP DOWN EXISTING DINNING ROOM REMOVE EXIST. DOOR & WALL EXISTING LIVING ROOM • •? ELEV. +11.3' NGVD ELEV. +1 73 S.F PANTRY NEW ENI -R}' DOOR TO BE REMOVED PANTRY i ADDITION 1 UTILITY ROOM ELEV. +11.3' NGVD 39 S.F 1051 NEW - DOOR EXIST. BEDROOM c ,�� LJNDE�NEATH EXISTIN � C--- o:- �ous� _ BATH 5'r1`t4.vQED 11011 �_ � /ME �F - s SIDEWALK ELEV. +9.5' NGVD DRAWN M.M. CHECK D M.A_C. DATE 4 -28 -03 SCALE AS SHOWN OF 3 SHEETS CONNEARNEY /SOOKMAN- RESIDENCE MIAMI SHORES, FLORIDA -- EXISTING U-SE: RESIDENTIAL 2,393 S.E. - PROPOSED USE: - RESIDENTIAL 2,705 S.F. INCLUDING _ GARAGE -- GROSS LOT AREA:: 99.60' ->c S.F. DATA _ EXISTING -- - PROPOSED - EAST SI SETRArV- SOUTH —FRONT _SETBACK - NORTH REAR SE I BACK WEST SIDE SETBACK BUILDING HEIGHT-ROOF LANDSCAPE--AREA CONCRETE /ASPHALT AREA LEGEND - EXISTING WALL NEW EXTERIOR — 8" WALL NEW METER W /UNDERGROUND - -- SERVICE 15' -10" - 26' -6" 9'- -15 - 6;676_- 5.V 820 S.F =5-/8" - INTERIOR GRADE - Dhl'WA - CL WALL_ • - p PE OF VV,0RK �= 1)_ MASTER BED IOM `273'"•S'. .) 2) NEW BATHROOM W /WALK"1N' LOSET AT EXISTING MASTER BEDROOM LOCATION 3) NEW UTILITY ROOM ADDITION (39 S.F.) 4) -NEW OVERHANG ROOF AT FRONT ENTRANC -E (73 S.F.) (_- 7-7 _- 1224 S.F E { INCLUDING _ GARAGE EXISTING - EXISTING EXISTING EXISTING EXISTING 6,435 S.F. EXISTING SE EL 1. TI V. 99.60' It - 3,178 S. F 111 " FIELD P ROPO ROOF SCALE: i /i e" TANK +8.7' NGVD 8.7' NGVD 99.60' t EXIST. SIDEALK EXIST. PARKWAY -LEGAL -DESCRIPTION LOT THE NORTH 100 FEET OF LOT No 5 BLOCK 184 -4A SUB-DIVISION AMENDED - - PALT OF -TRACT 184 -A -SECTION B MIAMI - SHORES _ ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No 42 AT - -PAGE No 40 PUBLIC RECORDS OF DADE = COUNTY, FLORIDA. - - _ _DATE SEPT. 19. 1972 FOR A.W. PHILPOTT. Y ELEV. +8.2' NGVD N.E. 101ST. STREET ED EXIST. BEDROOM THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INS ILLATION 1 —0" 3,178 S.F (EXIST. SLOPED ROOF) + 224 S.F. (PROPOSED FLAT ROOF) = N.E. 1 O 1ST. STREET - EXIST: SEPTIC TANK - & DRAIN FIELD TO - BE REMOVED LAN 1 0 0' ION FUTURE POOL EXIST. METER TO BE RELOCATED EXISTING WATER METER NEW 3' DOUBLE DOORS AEEL CATED COMP. #2 RELOCATED A/C COMP. NEW FAN UNIT TO REPLACE EXISTING REMOVE EXIST. WALL FOR NEW DOOR 10 Rllll f11NG SFTRACK NEW OUNU -- SERVICE - ❑ DRAIN FIELD 429 S.F. ❑ 5' SEPTIC I ELEV. +8. �,4C2 S.F. (TOTAL ROOF) X .15% (PERCENTAGE ALLOWABLE) = 510 S.F. MAX. ALLOWABLE ANK H 0 DRAIN FIELD ELEV. +8.7' NGVD • , 0 EXIST. SIDEWALK /NEW ST PAVERS NE 1 `J 0 EXIST. PATIO WITH NEW STONE PAVERS NEW COLUMN AND - 24" HT. WALLS - BOTH SIDES W /3' -0" RADIUS CURVE EXISTING SEPTIC TANK AND DRAIN FIELD TO BE REMOVED T 7" BLOCK UP I I EXIST. DOOR FINISH TO MATCH 15` w I y/& PJPE 1G" DEEP - L_ rccrE2- FUTURE POOL NEW DOOR 2Y ER O C3TL)1-1 WATER HEATER 4O 000 Qrroft ( � scE --4O s- eAPPED - TO Ti4 E WALL- EXIST. GARAGE ELEV. +R R�' n ELEV. +8.83' NGVD 1 01 DROPOSED FLOG PLA SCA_E: 1 /4 "= 1 9 '_ 11 " ccq 1/1 �.a.C. 2319.17.2.4.2. FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BO CMORD IN EXCESS OF 3,5 FEET (10.7 m.) OR S'-E1 (1V9 mm) OVERALL HEIGHT. ERECTION SMALL BE SUPERVISED I?IV EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR. EXISTI`tIG FLAT ROOF EXISTING ROOF ALL TRUSSES SPACED 24" O.C. UNLESS OTMERWiSE SPECIFIED HOOF.: LABELINGTRUSSES IS A SERVICE, NOT A R'EOUIREMENT. ENGINEERED DRAWINGS SUPERSEDES LABELING OFTRUSSES. iT iS THE RESPONSIBILITY OF THE BUILDER TO UTILiZE ENGiNEERED DRAWINGS WHEN ERECTING THE TRUSSES. EXISTING cLAT ROOF 3/15 = 28 -5 -0 EXIST. ROOF ROOF 7:ROSS LAYOUr A EXISTG 2X12 SECTION "A" UPLiFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBiL1TY OrTHE ENGINEER, ARCMITECT Ot c .C., NOT THE FABRICATOR. DO 1407 CUT OR ALTER TRUSSES BEFORE NOTIFYING AND/OR APPROVAL iN WRiTT1NG 9Y BEST TRUSS CO. EXISTG T B ELEV N:=S• ALL NECESSARY REPAIRS TOTRUSSES MUST SE REPORTED TO BEST TRUSS CO. WATT -IN 49 HOURS OF DISCOVERY TRUSS LAYOUT IS A PLACEMENT PLAN ONLY. REVISION OF TMIS SHOP DRAWING Fly PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POLICv NO. 5 METRO DADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP DRAWING WiTH ALL OTHER TRADES, STRUCTURAL REAMS, WALLS AND FOUNDATION REOUiREMENTS OF THE F.S.C. APPROVED TRUSS ANCHOR BY BUILDER HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP= 2x 3.0 [BEARING HEIGHT SCHEDUL ALL VALLS S*QW ON TN16 LA AR[ TO RE LOAD IIEA-R4N5 ! ' I �I LI �Li1�11 CONTINIUE BEARING TRUSS END DETAIL N 10 -0" 11' -0" ASCE 7 -98 TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE: TOP CHORD DEAD: BOTTOM CHORD DEAD TOTAL LOAD (PSF) LUMBER STRESS INCREASE: PLATE STRESS INCREASE. EXPOSURE CATEGORY BUILDING CATEGORY WIND DESIGN VELOCITY IMPORTANCE FACTOR WiND LOAD DURATION FACTOR HANGER MANUF 30 0 TOP CHORD LIVE: 15 0 TOP CHORD DEAD: 10.0 BOTTOM CHORD DEAD: 55.0 TOTAL LOAD (PSF) 1 33 LUMBER STRESS INCREASE: 1.33 PLATE STRESS INCREASE: HANGER LIST HANGER ID NOTE NORMALY ALL TRUSSES ARE SPACED 24" O.C. ALL UPLIFT CONNECTION TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH., OR GENERAL CONTRACTOR TRUSS I D SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS FOR NUMBER OF PLiES AND NAILING/BOLTING -A i CRN REQUIRED FOR GIRDER TRUSSES. SET -BACK FOR HIPS, ETC. SHEATHING UNDER ALL VALLEY SETS BY BLDR. *A a ON BM. ALLY I � , . DIMENSIONS OV A , tip} C. TO SE CHECKED SEFORE ORDERING TRUSS T 3S YOUR RE:MN/S ? . TO ;NECK OUR TOSS PLA S NIA N/A N/A NIA N/A NIA C I I 146 MPH 1.00 33 " IMPORTANT NOTE !'! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WiTH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT TRUSSES ARE DESIGNED IN ACCORDANCE WITH F.B.C. CODE UNLESS OTHERWISE SPECIFIED res a � _ mo w v y :::0 am , C y �., t c.. � O 03 o alb a. ) Q O CO a� CO 1 1' W O m 0 • rt.: C/) W I-O • cnO QOZco i3 I Cr Z Z F - Cn u LLQ O < Z 0 0 -A- iz LU a— W Q CA ✓ a E Z - W o LL. U< W OW D -C Z W tz � 2 W z ° uj0Z > 22 cc,uJgQ QoOLL w► >ww+-c� ._�v = O I� ° uU v 0 - r a h - ' em u " . • W Rz § (-5° . 2 1. z v)fl a0 � -I ' cc � W T O -- wQL,0Ww g E • y W Q !! (1 2, '' !i !! c: MX O =, �4 :: ii g h - y -^ y C OZ S ! ;C:"L'C ii V Q W Z w CD f Q W Q w q � " o 4) "S z w Q i � i i � � � Q A Q ; •t +�Ow i d . - w :- OaLCV. tr. 1;0.xLU PAGE OF o• Fu0`)." U:ot•. PIPE 9 ()- to-) 0 S` V.(OOL DE U4 (C ©u m[n VEY() KS PROFESSI6 AL . -°" URVEYORSaAl�Cff�V1 PP�ERS License Number 667 itL Hon E: (9`34) 777 AAx (954) 777 -2707 inW.t)AKLAN BLVD. • SUITE 108 • LAUDERHILL, FL 33313 0 DO OD 0 . 4� 1.1? /-ia LFes'.1" 24 I 11� °L AE:- SToQ ' R 4. 4' l..\ 0 J 00 CDC o X/ Z0,00 (f• G� c)p 00'00" 0 00 Y.I Z!J. oa (r ) ( LEGEND: It 14 x DENOTES FENCE LINE ABBREVIATIONS: AL - ARC LENGTH - CENTER LINE CF - CALC FROM FIELD MEASURE CR - CALC FROM RECORD INFO DB - DEED BOOK DE - DRAINAGE EASEMENT DME - DRAINAGE MAINTENANCE EASEMENT - CENTRAL ANGLE EASE - EASEMENT F.F. - FINISHED FLOOR FND - FOUND FPL - FLORIDA POWER & LIGHT L LEGAL DENOTES WOOD FENCE LINE DENOTES ELEVATION SITE hl N N G f ! .^ - r A 1lopGr �v= t %i t ic• 7 ,;o .O0'ir) (t-) tfo Yz" t C'AI,.( Pt Pti ( \ D.) M MEASURED OHC - OVERHEAD POWER CABLE ORB - OFFICIAL RECORDS BOOK P - PLAT PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PCP - PERMANENT CONTROL POINT PK - PARKER KALON NAIL rL' - PROPERTY LINE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY RAN - RIGHT OF WAY RP - RADIUS POINT SBR - SOUTHERN BELL RISER UE - U'.ILITY EASEMENT WIC - WITNESS CORNER W/M - WATER METER 1.3�. CJ� t.l 5 s /2 " ex, %.: P(PE (u0 1o) CERTIFIED TO: PROPERTY ADDRESS: 609 NE 105 STREET MIAMI, FLORIDA LEGAL DESCRIPTION LOT 7 OF "CORRECTED PLAT GOLF VIEW ESTATES" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 1300K 41, PAGE 58 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA GLORIA GILBERT MELVYN TRUTE, P.A. ATTORNEYS' TITLE INSURANCE FUND,INC. HOMECOMINGS FINANCIAL NETWORK, ITS SUCCESSORS AND /OR ASSIGNS FLOOD ZONE INFO: COMMUNI'T'Y # 120652 PANEL & SUFFIX 0093 J FLOOD ZONE X BASE ELEV: N/A LOWEST FIN. FL. HOUSE: GARAGE: DATE OF FIRM: 7/15/95 NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7. DATE OF ORIGINAL FIELD WORK REVISION SCHEDULE: SURVEYOR'S CERTIFICATION: BOUNDARY I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SIGNED: DATE: William Michael Carr, Professional Surveyor & Mapper Florida Registration No. 5092 (not valid without the signature and original seal of the Florida Licensed Surveyor and Mapper shown above) 466 SURFACE AREA (SO. FT) 41 13,053 VOLUME (GALLONS) 10,118 3.6 TURNOVER (HOURS) 2.8 104 PERIMETER (FEET) 28 0 1 Z a z Q (V zl o r 3' - SKIMMER 1 , ANTI - VORTEX 1-1 II MAIN DRAIN 5' -0" DEEP 300W LIGHT 6' -O" x IS" SWIMOUT WITH CONTRASTING TILE AT EDGE 30' 0" VACUUM V 37' -10" 10" SHOTGRETE WALL REINFORCED WITH 2 LAYERS OF # 3 BARS @ 10" 0.G. HORIZONTAL $ VERTICAL -SEE POOL SECTION FOR WALLS $ BOTTOM REINFORCING- PROVIDE HANDHOLDS 12 ABOVE WATER LINE AT 4' INTERVALS -TYPICAL- 36'-0" CONCRETE DECK / // POOL I I/2" SPA RETURN I I/2" POOL RETURN 2" SPA JETS 2" SKIMMER 2 1/2" SPA DRAIN 2" VACUUM 2 1/2" MAIN DRAIN Q F4 1 'P ING _ EXISTING RES I DEN DATA AIR RELIEF VALVE CARTRIDGE FILTER 175 S0. FT. SPA 400,000 BTU GAS FIRED POOL HEATER I I/2" WASTE 2.5 HP PUMP WITH HAIR AND LINT STRAINER SPA / POOL PIPING ISOMETRIC NTS 1/4 " =1' -0" FOOL FLAN WATER INLET -TYP OF 3- 400,000 BTU GAS FIRED POOL HEATER OY 3' -0" DEEP STEPS WITH CONTRASTING TILE AT EDGE 12" 0" 1 2 E X I S T I N G G TERRACE 48" HIGH KIDDIE FENCE BARRIER WITH FIXED POST ANCHORED ON DECK NO LESS THAN 20" FROM WATER'S EDGE COMPLETELY SURROUNDING THE POOL. AS PER F.B.G. SECTION 424. 20 L I N. FT. OF 3/4" POLYPIPE LINE GAS RISER EXIST. 5' H WOOD FENCE 1N/SELF LATCH/ CLOSING GATE EXIST. TER. /13.0' VICTOR REEVE F.E. 5415 S JN. 131 AVENUE MIAMI, FLORIDA. (305)552-01 EXIST. 5' H WOOD FENCE 100.00' POOL DECK EXISTING RES I DENGE /NO boat F.F.E. 13.1' EXIST. 5' H ALUM. FENCE POOL FOR SOTO RES I DENGE 60c1 N.E. 105th STREET MIAMI, FLORIDA 1 gra 100 GAL_ LP GAS TANK NTS REVISION 0 AS PER BLDG. $ ZONING DPMNT. 0S - 05 - 04 lr \ Victor Reeve P.E P.E. No 12324 I I/2" ANTI ENTRAPMENT VENT LINE MAX. LENGTH NOT TO EXCEED 55 FEET. TYPICAL -SEE SHT. 2 FOR DETAIL- 1 1 JOB No: 04P1-+I I POOL EQUIPMENT ELECTRICAL PANEL 150 A DATE 06 -28 -04 20.00 BY: MSG 1 N.E. IOSth STREET 80.00' SITE FLAN I " = 30' LEGAL DESCRIPTION LOT 7, OF CORRECTED PLAT GOL VIEW ESTATES, PLAT BOOK 41, PAGE 58, DADE COUNTY, FLORIDA. P POOLS SEPTIC TANK AREA NEW 5' H ALUM. FENCE W/SELF LATCH/ CLOSING GATE BY SEPERATE PERMIT U.G. ELECTRICAL E1 _EGTRI G MEl ER WATER METER (A) WATER LEVEL: 102 FEET (B) POOL DEPTH: 5.0 FEET (G) FLOOD CRITERIA: 5.0 FEET (D) POOL BOTTOM ELEVATION (A -B) 5.2 FEET (E) UP -LIFT HEAD (G -D) -0.2 FEET (F) HYDROSTATIC VALVE: -2.0 FEET (G) BOTTOM AND WALL SLABS: -2.5 FEET TOTAL ADJUSTED HEAD (E +F+G): 0 FEET GENERAL NOTES: I. -ALL POOL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE BUILDING CODE AND REQUIREMENTS. 2.- CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES FROM DAMAGE AND /OR FAILURE BY ANY ACCEPTABLE METHOD, AS REQUIRED. 3. -THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SAFETY OR ADEQUACY OF ANY EXISTING STRUCTURE. 4.-THE DESIGNER 15 NOT RESPONSIBLE FOR THE POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR/ OWNER SHALL VERIFY THE LAYOUT OF THE POOL AND ITS DIMENSIONS PRIOR TO CONSTRUCTION. 5.-THE OWNER SHALL CONSULT WITH AN EXPERIENCED POOL CONTRACTOR PRIOR TO THE DRAINING OF THE POOL. SINGE DRAINING THE POOL WITHOUT ELIMINATING THE HYDROSTATIC UPLIFT PRESSURE, MAY CAUSE SERIOUS DAMAGE TO THE POOL STRUCTURE. b.-ALL METALLIC COMPONENTS, FIXTURES, EQUIPMENT AND REINFORCING STEEL SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. 1 -WATER SUPPLY AND DISPOSAL LINES SHALL BE INSTALLED 50 THAT THEY DO NOT HAVE A GRO55 CONNECTION WITH ANY EXISTING DOMESTIC. WATER SUPPLY OR DISPOSAL SYSTEMS. 8.-NO DIVING BOARD OR DIVING SHALL BE ALLOWED ON ANY POOL WITH A DEPTH OF LESS THAN 8 FEET. THIS POOL 15 NOT DESIGNED FOR DIVING. 9. -BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. 10. -POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PA NON THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4' -0" CENTERS WITH GLEVIS HANGERS. 11 -ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 12. -ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING I I/2" DIAMETER UNLESS OTHERWISE NOTED. 13. -POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 14. -ALL POOL EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO TO STATE AND LOCAL CODES. 15.-ANTI VORTEX MAIN DRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. I6 -A 12 "x12" MAIN DRAIN GRATE MAY BE SUBSTITUTED FOR ANTI VORTEX TYPE. I7. -ALL POOL Fl FGTRIGAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL Fl FCTRICAL CODE. I3.-ALL F1 FGTRIGAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 'S0 OF THE NATIONAL ELECTRICAL CODE. I9 -N0 OVERHEAD WIRING SHALL BE LOCATED WITHIN 10' -0" OF POOL'S WATER EDGE. 20- SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL SE SUBMITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 21 -THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES IN RELATION TO THE POOL AND ITS EQUIPMENT AND SHALL INSURE MINIMUM CLEARANCE REQUIREMENTS IN ACCORDANCE WITH THE LOCAL COS. 22.- CONTRACTOR SHALL ENSURE THAT ALL METALLIC POOL FITTINGS WITHIN FIVE (5) FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL WITH A # 5 AWG COPPER WIRE. BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED 4 APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 4242. 17 .1 - 421.2.17.10, LATEST EDITION. WARNING SIGNS 1- A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APPENDIX F ANS/NSP -5-95. 2- THE WARNING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: " THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND OR CARDIOPULMONARY RESUSCITATION (CPR) ". SAFETY FEATURE REQUIREMENT (FL. STATUTE 515.21 4 51529) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1- POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER OR 2.- ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MIN. SOUND PRESSURE RATING OF 35 dB A AT 10 FT; OR 3.- ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MECHANISM PLACED NO LONER THAN 54 IN. ABOVE THE FLOOR; OR 4.- THE POOL SHALL SE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS: a. BARRIER TO BE A MINIMUM OF 4 FT. HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO THE POOL. d. BARRIER SHALL BE PLACED A MINIMUM OF 12 IN. FROM WATERS EDGE. 0.- ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF CLOSING AND SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL BE LOCATED ON THE POOL SIDE OF THE GATT=; f. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO 5E USED FOR CLIMBING THE BARRIER. g. - WALL OF A DWELLING MAY SERVE AS A PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. 6" SHOTGRETE WALLS REINFORCED WITH # 3 BARS AT 10" CENTERS BOTH WAYS 6" THICK SHOTGR.ETE FLOOR SLAB REINFORCED WITH 3 BARS AT 10" CENTERS BOTH WAYS SPILL WA 4 RISERS ® 10" EA. OPTIONAL 2" TILE OF CONTRASTING COLOR POOL 6" x 6" HANHOLD TILE (CERAMIC) EVERY 4 FEET OR EQUAL * *SEE HYDROSTATIC UPLIFT T 0 " 5' -S 1' -4" SEAT WATER LEVEL 6" WALLS, 6" BOTTOM PNEUMATICALLY PLACED CONCRETE WITH # 3 ® 10" E.W. SPA SECTION 12" 12" WATER LINE STEP NOTE: STEP STEEL NOT REQUIRED ANTI VORTEX MAINDRAIN 24" 10" 13" DECK STEPS 1,ETA I L 4' -0" MAX. POOL DECK WAItK LINE i- iANI;i-iOLr'S I7 TAI L POOL SECTION m ;111 -11 — III - =111 COPING (OPTIONAL) / 8" SEAL NICHE ANTI VORTEX MAIN DRAIN WATER LINE • SLA5 SECTION / \ \ Victor Reeve P.E./ P.E. No 12324 4" CONCRETE SLAB r" b x b 10 /10 W.M.R. I I/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED 3 # 10 1/2" G. 30A BKR SEAL CONDUIT I #5 BAR CONTINUOUS IO' MIN. 20' MAX. 1" NON METALIC CONDUIT TO JUNCTION BOX 300 WATTS- SAM, REMOVABLE UNDERWATER LIGHT OR DRY NICHE JOB No: 0 4PH I I POOL PUMP SUCTION LINE I I II] #12 1/2" G 30A BK CONCRETE BASKET (MIN. 15 5Q. IN.) fl ADJUSTABLE LO DATE : 06 -28 -04 3 # 12 1/2" 3OA BKR SKIMMER V I GTOR REEVE P.E. 541E S.A. 131 AVENUE MIAMI, FLORIDA. (305) 552 -S17Q BY: MSG 3 # 12 1/2" G 30A BKR ELECTRIC r, I AGRAM HYDROSTATIC. UPLIFT 20A BKR 3 # 12 1/2" G ELECTRIC LEGEND OA POOL LIGHT SWITCH © CFI RECEPTACLE ©POOL PUMP OD JUNCTION BOX 8 PUMP SWITCH POOL COPING IOOW - SAL. SPA LIGHT 24" II ll6 - II III —III ©TRANS FORMER ()JUNCTION F3OX @TIME CLOCK O n 2" TILE STRIP OF CONTRASTING DOLOR THERAPY SEAT POOL FOR SOTO RES I DENGE 60Q N.E. 105th STREET MIAMI, FLORIDA H POOLS 2 2 CONTRACTOR'S NAME (PLEASE PRINT) NOTARY PUBLIC ..1kkaitti/ c___SIte4Tilla BUILDING DEPARTMENT 1 0050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 77135.2382 TELEPHONE (305) 795.2204 FAX (305) 755.5972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at p? AP:, /d/ 51' Miami shores, Fi., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self- closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be c ,o as committing a misdemeanor of the second degree, punishable by fines up o- . n• / up to 60 days in jail as estab 'sh-d in C �•Q r 775, F.S. = OAT roc :;">T eAv ;L�:�; , { . /t041. -; CAVL.K1f1G '+ k. 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W .r..5..=w •4 ' .. tLyI ; <tfi . A' '"G � ti i'o - � .z,: - L G`T HE' . ' ' t.t: ` ' O - ` ::::::::v4ctt a MIN d••v, �i'vt'; L } 1 � � Y l•. 4 T i . i } } ` } S E• t }� 4 - - c :# . t A : 2 tlAtcb. U ru • r R v im G , � K ow kA; :. t. .» I i 0 C C r „' i +" i r T”' is.k3 , 1.13 z 2 BY BLOCKING BETWEEN RAFTERS AT WALL NEW OVERHANGS TO MATCH EXISTING 2 BY BLOCKING AT MIDSPAN OF JOISTS OVER 10' IN LENGTH HC- ROOF DESIG\ WI \D PRESSURE ZONE GROSS UPLIFT NET UPLIFT WALL PRESSURE (P.S.F.) (P.S.F.) (P.S.F.) ® (NEGATIVE) -52.1 -37i - 2® (NEGATIVE) -92.4 -77 - 30 (NEGATIVE) -92.4 -77.4 - OVERHANGS (NEGATIVE) -122.8 -107.8 - ® (FIELD NEGATIVE) - - -59.6 ® (CORNER NEGATIVE) - - _68 ®& 5® (POSITIVE) - - 54.5 SPAY SC I PD L_F SIZE ELEV. REINFORCING #3 STIRRUPS E. END MARK INCHES TOP A B D C E NO. SPACING INCH REMARKS TB -1 8X12 2 # 5 2 # 5 4 © 8" C.C. & 12" C.C. TB -2 8X16 2 # 5 2 # 5 ©6" O.C. NOTE: PROVIDE #3 STIRRUPS 4 ® 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LENGTH OF THE TIE BEAM. PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". EXTEND OUTRIGGERS INSIDE THE SUPPORT WALL AT LEAST TWICE THE DISTANCE THAT THEY EXTEND OUTSIDE THE WALL AREA OF NEW WORK NEW A/C UNIT SIMPS*► W/10 -1 t.• NA @ TRUSS (4)1/4 TI TEN SCREWS REMOVE EXISTING OVERHANG BOTH SIDES OF EXISTING GABLE ROOF FE 1 /2 "X8 "X8 "--J W/(4)5/8 "0 X 6" HEADED STUDS BEAMS . . . 2" FOOTING . . 3" TOP STEEL: CLEAR COVER B - BOTTOM BAR C - TOP BAR OVER SUPPORT /17 E - TOP BAR AT NONCONTINUOUS END 4/1 B TYP. STEEL SLAB SYMBOLS TS4X4X1/4 COLUMN ROOF ZONES FLAT ROOF 193 S.F. BOTTOM STEEL: CLEAR COVER BEAMS . . . 2" F OOTING . . 3" L 12 -14 -03 2 "X8" WOOD TRUSSES @ 12" 0.C. 11' -6" SIZE OF REINFORCING BAR SPACING CENTER TO CENTER LOCATION OF BAR 9 =17.4" > 10" < 30" a = 4.8 ft h = 12.0 ft FLAT ROOF 193 S.F. - A20 NAILS 4 " i4z AREA OF NEW WORK 14' -11" TS4X4X1 /4 COLUMN F0\DATIO\ SCI L 9UL MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2 #5 CONT. EXISTIN CONT. F -2 10" X 16" 2 #5 CONT.& #4©48" C.C. S.W. CONTINUOUS F - 36 "X36 "X12" 4 #5 EA. WAY F -4 24 "X24 "X12" 4 #5'S EA. WAY Pf""\)0F)0_,ED - RA\M NG -- COLVN SCI HDLI 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 8 "X12" CONCRETE COLUMN W/4 #5 CON T. AND #3 STIRRUPS @ 8" O.C. 8 "X12" CONC. COLUMN W/4 #5'S CONT. AND #3 STIRRUPS @ 8" O.C. AND #3 DOWELS @ 12" O.C. INTO EXISTING COLUMN DOWELS SHALL BE EMBEDDED 6" W /HILT! HIT HY150 EPDXY SYSTEM TS 4 "X4 "X 1 /4" STEEL COLUMN TC -4 W /10 "X10 "X1 /2" STEEL PLATE AT BOTTOM W /(4) 3/4" (1) A. BOLTS 8" INTO CONC. AND 8 "X8 "X1/2" STEEL PLATE AT TOP W /(4) 5/8 "�X6" HEADED STUDS FLAT ROOF 124 S.F. EXISTING ROOF AND 2 "X6" W /HURRICANE AT OVERHANG \ STRAP SIMPSON TO BE REMOVED META16 W /TSS HLSTA 15 BY HUGHES AT EACH SIMPSON META16 W /TSS © EA. FINISH AT EAVE TO MATCH EXISTING NEW 4 "X4" - STEEL COLUMN 1" NON SHRINK GROUT - © DOOR 0 I£ 1 /2 "X8 "X8 W/(4)5/8 "0 X 6" HD. STUDS TS4X4X1 /4 COLUMN (.1 /2 "X10 "X10" w/(4)3/4" O "J" BOLTS 3'- 0 "X3' -0 "X12" CONC. FGT. W /(4)/ #5'S EA. WAY F0O 11 :NG S -2 SCALE :1 /2" 8" MANSORY WALL BEYOND 2 "X8" WOOD ROOF FRAMING © L4+ V.L. DRILL 6" INTO EXISTING TIE BEAM AND PLACE TOP AND BOTTOM REINF. FOR NEW TIE BEAM AND SET W /HILTI HIT HY150 EPDXY SYSTEM 6" WOOD CROWN MOULDING PAINTED NEW DOOR PROTECT FROM DAMAGE EXISTING 10 "X16" FOOTING 4" CONC. SLAB ON GRADE W/ 6X6 W1.4XW1.4 W.W.F. #5 DOWEL @ 48" O.C. CELLS BELOW GRADE SHALL BE FULLY GROUTED EXISTING ROOF FRAME C ON OP--N NG SHAD SHAFIE, STRUCTURAL ENG 1E R 844 N.E. 98TH 'EDT Li MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie @bellsouth.net REVISIONS OWNER SUBMISSION 6 -20 -03 PERMIT SUBMISSION 6 -27 -03 REVISION ® 7 -8 -03 REVISION m 7 -30 -03 REVISION © 1 - 14 - 03 DRAWN M.M. CHECKED M.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO. 03 SHEET OF _5 SHEETS 0 0 2 BY BLOCKING BETWEEN RAFTERS AT WALL NEW OVERHANGS TO MATCH EXISTING 2 BY BLOCKING AT MIDSPAN OF JOISTS OVER 10' IN LENGTH HC- ROOF DESIG\ WI \D PRESSURE ZONE GROSS UPLIFT NET UPLIFT WALL PRESSURE (P.S.F.) (P.S.F.) (P.S.F.) ® (NEGATIVE) -52.1 -37i - 2® (NEGATIVE) -92.4 -77 - 30 (NEGATIVE) -92.4 -77.4 - OVERHANGS (NEGATIVE) -122.8 -107.8 - ® (FIELD NEGATIVE) - - -59.6 ® (CORNER NEGATIVE) - - _68 ®& 5® (POSITIVE) - - 54.5 SPAY SC I PD L_F SIZE ELEV. REINFORCING #3 STIRRUPS E. END MARK INCHES TOP A B D C E NO. SPACING INCH REMARKS TB -1 8X12 2 # 5 2 # 5 4 © 8" C.C. & 12" C.C. TB -2 8X16 2 # 5 2 # 5 ©6" O.C. NOTE: PROVIDE #3 STIRRUPS 4 ® 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LENGTH OF THE TIE BEAM. PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". EXTEND OUTRIGGERS INSIDE THE SUPPORT WALL AT LEAST TWICE THE DISTANCE THAT THEY EXTEND OUTSIDE THE WALL AREA OF NEW WORK NEW A/C UNIT SIMPS*► W/10 -1 t.• NA @ TRUSS (4)1/4 TI TEN SCREWS REMOVE EXISTING OVERHANG BOTH SIDES OF EXISTING GABLE ROOF FE 1 /2 "X8 "X8 "--J W/(4)5/8 "0 X 6" HEADED STUDS BEAMS . . . 2" FOOTING . . 3" TOP STEEL: CLEAR COVER B - BOTTOM BAR C - TOP BAR OVER SUPPORT /17 E - TOP BAR AT NONCONTINUOUS END 4/1 B TYP. STEEL SLAB SYMBOLS TS4X4X1/4 COLUMN ROOF ZONES FLAT ROOF 193 S.F. BOTTOM STEEL: CLEAR COVER BEAMS . . . 2" F OOTING . . 3" L 12 -14 -03 2 "X8" WOOD TRUSSES @ 12" 0.C. 11' -6" SIZE OF REINFORCING BAR SPACING CENTER TO CENTER LOCATION OF BAR 9 =17.4" > 10" < 30" a = 4.8 ft h = 12.0 ft FLAT ROOF 193 S.F. - A20 NAILS 4 " i4z AREA OF NEW WORK 14' -11" TS4X4X1 /4 COLUMN F0\DATIO\ SCI L 9UL MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2 #5 CONT. EXISTIN CONT. F -2 10" X 16" 2 #5 CONT.& #4©48" C.C. S.W. CONTINUOUS F - 36 "X36 "X12" 4 #5 EA. WAY F -4 24 "X24 "X12" 4 #5'S EA. WAY Pf""\)0F)0_,ED - RA\M NG -- COLVN SCI HDLI 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 8 "X12" CONCRETE COLUMN W/4 #5 CON T. AND #3 STIRRUPS @ 8" O.C. 8 "X12" CONC. COLUMN W/4 #5'S CONT. AND #3 STIRRUPS @ 8" O.C. AND #3 DOWELS @ 12" O.C. INTO EXISTING COLUMN DOWELS SHALL BE EMBEDDED 6" W /HILT! HIT HY150 EPDXY SYSTEM TS 4 "X4 "X 1 /4" STEEL COLUMN TC -4 W /10 "X10 "X1 /2" STEEL PLATE AT BOTTOM W /(4) 3/4" (1) A. BOLTS 8" INTO CONC. AND 8 "X8 "X1/2" STEEL PLATE AT TOP W /(4) 5/8 "�X6" HEADED STUDS FLAT ROOF 124 S.F. EXISTING ROOF AND 2 "X6" W /HURRICANE AT OVERHANG \ STRAP SIMPSON TO BE REMOVED META16 W /TSS HLSTA 15 BY HUGHES AT EACH SIMPSON META16 W /TSS © EA. FINISH AT EAVE TO MATCH EXISTING NEW 4 "X4" - STEEL COLUMN 1" NON SHRINK GROUT - © DOOR 0 I£ 1 /2 "X8 "X8 W/(4)5/8 "0 X 6" HD. STUDS TS4X4X1 /4 COLUMN (.1 /2 "X10 "X10" w/(4)3/4" O "J" BOLTS 3'- 0 "X3' -0 "X12" CONC. FGT. W /(4)/ #5'S EA. WAY F0O 11 :NG S -2 SCALE :1 /2" 8" MANSORY WALL BEYOND 2 "X8" WOOD ROOF FRAMING © L4+ V.L. DRILL 6" INTO EXISTING TIE BEAM AND PLACE TOP AND BOTTOM REINF. FOR NEW TIE BEAM AND SET W /HILTI HIT HY150 EPDXY SYSTEM 6" WOOD CROWN MOULDING PAINTED NEW DOOR PROTECT FROM DAMAGE EXISTING 10 "X16" FOOTING 4" CONC. SLAB ON GRADE W/ 6X6 W1.4XW1.4 W.W.F. #5 DOWEL @ 48" O.C. CELLS BELOW GRADE SHALL BE FULLY GROUTED EXISTING ROOF FRAME C ON OP--N NG SHAD SHAFIE, STRUCTURAL ENG 1E R 844 N.E. 98TH 'EDT Li MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie @bellsouth.net REVISIONS OWNER SUBMISSION 6 -20 -03 PERMIT SUBMISSION 6 -27 -03 REVISION ® 7 -8 -03 REVISION m 7 -30 -03 REVISION © 1 - 14 - 03 DRAWN M.M. CHECKED M.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO. 03 SHEET OF _5 SHEETS 6 J 177.33' 99.60' 5 � 100' 4 100' 100' 3 100' 100' 2 100' 161' 1 ro 161' 100' CONNEARNEY /SOOKMAN RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 2,393 S.F. PROPOSED USE: RESIDENTIAL 2,705 S.F. GROSS LOT AREA: 99.60' X 100.00'= 9,960 S.F. DATA EXISTING EAST SIDE SETBACK SOUTH FRONT SETBACK NORTH REAR SETBACK WEST SIDE SETBACK BUILDING HEIGHT ROOF LANDSCAPE AREA CONCRETE /ASPHALT AREA LEGEND EXISTING WALL NEW EXTERIOR 8" WALL 5/8" INTERIOR GRADE DRYWALL WALL NEW METER W /UNDERGROUND SERVICE 0 O 0 O 10' -1" 15' -10" 26' -6" 9' -11" 15' -0" 6,676 S.F 820 S.F INCLUDING GARAGE INCLUDING GARAGE PROPOSED EXISTING EXISTING EXISTING EXISTING EXISTING 6,435 S.F. EXISTING 1 99.60' It EXIST. SIDEALK EXIST. PARKWAY P OFOS OOF S & 7 -30 -03 LD 7' NGVD LEGAL DESCRIPTION LOT THE NORTH 100 FEET OF LOT No 5 BLOCK 184 -4A SUBDIVISION AMENDED PALT OF TRACT 184 -A SECTION B MIAMI SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOI< No 42 AT PAGE No 40 PUBLIC RECORDS OF DADE COUNTY, FLORIDA. DATE SEPT. 19 1972 FOR A.W. PHILPOTT. (v' SCOPE OF WORK • 1) MASTER BEDROOM (273 S.F.) 2) NEW BATHROOM W /WALK IN CLOSET AT EXISTING MASTER BEDROOM LOCATION 3) NEW UTILITY ROOM ADDITION (39 S.F.) 4) NEW OVERHANG ROOF AT FRONT ENTRANCE (73 S.F.) N.E. 101ST. STREET II OCA MAP SCALE: 1 "— 1 00' EXIST. BEDROOM ELEV. +8.2' NGVD N.E. 1 01 S STREET FUTURE POOL EXIST. METER TO BE RELOCATED FLAT ROOF 124 S.F. EXIST. SIDEWALK TO BE REMOVED FOR INSTALLATION OF NEW SEPTIC TANK NEW STONE PAVER WALK WAY SET IN SAND TO BE INSTALLED EXISTING WATER METER THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION 1 —0" Q 1- M L.] z N. A 12 -14 -03 Al2 -14 -03 A 12 -14 -03 RELOCATED A/C COMP. #2 RELOCATED A/C COMP. NEW FAN UNIT TO REPLACE EXISTING NEW METER W /UNDERGROUND SERVICE a u 11 041VOXICIAIVIACIAIVWX/MO:AAVAIV,74(eAt 1 1 I 0 # REMOVE EXIST. WALL FOR NEW DOOR 10' -1" RUU DING SFTRACK � 0 ISTIN BAT.1 NEW 2' -0 "HT X 10' -0 "W HIGH WINDOW NEW 273 S.F. MASTER BEDROOM 1 K- 101 6 ELEV. +11.3' NGVD 1 102 NEW nIl C v NEW BATH 1041 15' -10" C OS NEW A/C 1031 1 1 EXIST. BEDROOM 0 26' DRAIN FIELD 429 S.F. 11 SEPTIC ELEV. +8. 0 DRAIN FIELD ELEV. +8.7' NGVD NGVD z Z Q Q U I O O o w rn 49'- 16' -2" BLOCK UP EXIST. OPENING 101 EXISTING 1 FAMILY ROOM ELEV. +10.7' NGVD EXIST. 7" STEP DOWN 1 101 EXISTING DINNING ROOM REMOVE EXIST. DOOR & WALL NEW 2' -0 "WIDE X9'- LONG ISLAND WITH CABINTE BELOW EXISTING LIVING ROOM ELEV. +11.3' NGVD NEW DOOR 108 © NE " PANTRY A T. I I I - - - - NEW I OVERHANG � ROOF AT RAISED PATIO NEW PATIO ELEV. +10.11' NGVD EN1]R11' +1 .'N 73 S.F 3,432 S.F (TOTAL ROOF) X .15% (PERCENTAGE ALLOWABLE) = 515 S.F. MAX. ALLOWABLE TOTAL AREA OF FLAT ROOF = 124 S.F. UTILITY ROOM + 193 S.F. MASTER BEDROOM + 193 S.F. PORCH = 510 S.F. 80' 5 '1 1071 1061 2' EXISTING SEPTIC TANK AND DRAIN FIELD TO BE REMOVED 0 HOOD -J ABOVE NEW KITCHEN r I EXIST. SLA BE REMOV D L_ J EXIST. METER TO BE RELOCATED 000 0 DW DOOR TO BE REMOVED ELEV. +11.3' NGVD -I — EXIST. PATIO WITH NEW STONE PAVERS NEW COLUMN AND 24" HT. WALLS BOTH SIDES W /3' -0" RADIUS CURVE EXIST. SIDEWALK TO BE REMOVED FOR INSTALLATION OF NEW SEPTIC TANK NEW STONE PAVER WALK WAY SET IN SAND TO BE INSTALLED ® 7 -8 -03 & 7 -30 -03 12 -14 -03 1 NEW. 7" STEP DOWN! PANTRY NEW DOOR 105 1101 5 L_ 1 BLOCK UP EXIST. DOOR FINISH TO MATCH 5 EXIST. BEDROOM cD D NEW ADDITION UTILITY ROOM 07 ELEV. +11.4 NGVD 39 S.F EXISTIN BATH 101, � 1 EXI T. 0 CLO ET 1N /H FUTURE POOL „, SIDEWALK NEW DOOR ELEV. +9.5' NGVD 101 S EXIST. GARAGE ELEV. +8.83' NGVD PFROPOS FLOOR SCALE: 1 /4" 7n 9' -11" RUII DING SFTRA(CK REVISIONS OWNER SUBMISSION 5 -9 -03 REVISION ® 7 -8 -03 REVISION & 7 -30 -03 REVISION ® 1 -14 -03 ■11=1•1. 0 J6 Z Z a' 0 c 0- (f) O_ i00 �-j- Z LU L- W Q (f) J w 0 < O Q-OZ O L:1 CL (i) BY Z = le < 4rN a 0 0 ° (f) 6 V nn AREA OF NEW WORK NEW 1 /2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN NEW BACKER ROD AND SEALENT • SCALE: NEW 5/8" S 'CCO TO MATCH EXI TING SCALE: NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE STUCCO FIN. TO MATCH EXIST. NEW 5/8" STUC MATCH EXIS1T'G CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3 "X1/4 "DIA. TAPCON © 12" O.0 L © JAMB 3 " '_ DETAOL 3 "= 1 ' _0" 4 a ° CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X8" CONC. W/1 #5'S DOWEL MIN. 6" INTO FOOTING AND CONC. HEADER 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON © 12" 0.0 NEW 1/2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS E AD BLOCK UP WITH STUCCO FINISH TO MATCH NEW 1/8" GLASS NEW MARBLE SILL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3 "X1 /4 "DIA. TAPCON @ 12" O.0 - � =�A9� © SO�� SCALE: 3 "= 1 ' -O" 8 -30 -03 - 63.3 PSF. /58.1 PSF. 'x8" CONC. W/1 #5's MIN. 6" PENETRATION INTO JAMB CONC. BOTH SIDES SCALE: 1 /4" DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL CR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WI iH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROC!" WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 1� " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRICUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE CF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, NEW ROOF UNDER SEPARATE PERMIT AREA OF NEW WORK SLEEVES AND OTHER ITEMS SPEC:FIEO ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END 2LOC;KS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLIwINS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUI IY, 3 1 /2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 8 -30 -03 59.6 PSF. /54.5 PSF. NEW FASCIA 1 ©" EXIST. WINDOW TO REMAIN VAT 8 -30 -03 -63.3 PSF. /58.1 PSF. 13' - 0" N) 10' -0" 0 2' -0" 0 - 0" ROOF PEAK TOP OF BEAM FINISH FLOOR GRADE NEW 3'- 0 "X6' -8" DOOR NEW OVERHANG @ FRONT DOOR AREA OF NEW WORK NEW FRENCH DOOR FINISH SELECTED BY OWNER EXIST. WINDOWS TO REMAIN NEW ROOF UNDER SEPARATE PERMIT AREA OF NEW WORK SCALE: 1 /4" S SCALE: 1 /4" ROOF TILE TO MATCH EXIST. COLOR THRU ONLY. AL BERG 8 -30 -03 NEW DOORS 1 1 Ell EV 0 " RADIUS AREA BOTH SIDES ST SCALE: 1 /4" 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKM P,NLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US -A2- HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS-A1 -H CLASS II SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1 . STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWC COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. EXIST. WINDOW AND GARAGE DOOR TO REMAIN 1 Canim ON VAT 0" yu 13' - 0" 8' - 6 O 2'-0" 10' -0" cD c0 2' -0" AR ROOF PEAK TOP OF BEAM FINISH FLOOR O' -0" GRADE !ROOF 14' -6" PEAK TOP OF BEAM FINISH FLOOR 0' -0" I GRADE 8-30- 03 -59.6 PSF. /54.5 PSF. 8 -30 -03 -59.6 PSF. /54.5 PSF. ROOF PEAK TOP OF BEAM FINISH FLOOR GRADE REVISION ® 7 -8 -03 REVISION • 7 -30 -03 REVISION 1 -14 -03 0 < _L � < < P 1 9 z 0 U Z Q W W F J o W Z Z J < Z Q X W W0 REVISIONS OWNER SUBMISSION 5 -9 -03 DRAWN M. CHECKED M.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO. 03 SHEET 3 F- W N w _J u - Lo co 0 V) Q _ w O U rn 0 Q a Lai Q co � � N n Ln SHEETS BY Best Truss Company To: 7035 SW 44 ST ARCO CONST. Miami FL 33155 Project: Model: Block No: Lot No: Contact Name: Phone: Fax: Site Office Truss Truss 0001CJ / 0002 CV32 0005 H3 0006 H4 0009 J1 0010 J3 0013 V16 0014 V20 Deliver To: 1218. NE. 101. ST. MIAMI SHORES,FL. Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0016 Total: 16 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Biulding code being used is ASCE 7 -98 as per FBC 2001. Wind speed 146 mph. Exp. -C; Category 11; Importancefactor = 1.00. Truss 0003 H1 0007 HG1 0011 J5 0015 V24 0004 0008 0012 0016 Truss List Job Page: 1 of 1 Date: 4/1/04 Project 4B80 Account No: Designer: btc Salesperson Quote Truss H2 iv\ Pe 2 'c)-\°\ �� n ��on3��6�g1 o�g "3- `� ac' `031� � 3 e P •�- t•O4-. 89 lbs. each 1 28 -0 -0 1ROOFTRUSS 3.00 I0.0 -0 I0 -0 -0 1 0.00 I BEST TRUSS CO. 7035 SW 44 ST. To : Production List 111A.N1I, FL 33175 ARCO CONST. Phone: 305- 667 -6797 Fax: 305- 667 -0592 Job Number: Page: 1 Project: Model: Block No: Date: 04 -01 -2004 - 8:43:42 AM Lot No: Project ID: 4B80 � Contact: Site: I Office: Deliver To: Account No: Name: Phone: Fax: 1218. NE. 101. ST. Designer: mtrn Salesperson: Quote Number: Tentative Delivery Date: I Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2 CJ7 7-0-2 1 - 2 -14 ROOF TRUSS 2.12 c7 -0 -2 0 -0 -0 10 BFEa 20 Total 19 lbs. each 0 - 0 -0 � 0.00 1 I 1 CV32 128 - 5 - 0 �� ROOF TRUSS 4 - 0 - 0 I 3.00 0 - 0 - 0 0.00 0 - 0 - 0 44 BF -Ea 44 Total 96 lbs. each 1 1 111 I 28 - 5 - 0 ROOF TRUSS 1- 1 3.00 0 - 0 - 0 c 28 - 5 - 0 56 BF -Ea 56 Total 0 - 0 - 0 �� - 1 109 lbs. each I 4 1 112 I28 1 -5 -0 2 3 0 ROOF TRUSS 3.00 0 58 BF -Ea 58 Total � 0 -0 -0 0 -0 -0 116 lbs. each 4.00 1 113 2 -9 -0 - 1 c28 -5 -0 �56 28 BF - Ea 56 Total ice(` - - ROOF TRUSS 3.00 0 -0 -0 0 -0 -0 112 Ibs. each 4 1 114 I 28 ROOF TRUSS 3 - 3 - 0 3.00 400 0 - 0 - 0 c28 5 - 0 - 0 - 0 - I 56 BF - Ea 56 Total 1 I2 Ibs. each 1 11G 1 28 ROOF TRUSS 1 - 3 - 0 3.00 0.00 0 - 0 - 0 c 28 - 5 - 0 0 - 0 - 0 52 BF -Ea 52 Total ' - a 111 lbs. each 1 1 Row Lat Brace 1 0 - 11 - 13 11V12 12 - 0 - 0 0 -0 -0 0 -0 -0 17 BF -Ea 17 Total ROOF TRUSS 3.00 33 Ibs. each 000 4 1 0 - 3 - 8 J 1 - 0 1 ROOF TRUSS 0 -0 -0 c2 - 4 - 7 0 -0 -0 2 BF - Ea 8 Total - 0 3 lbs. each I 0.00 0.00 • 1 J3 13 - - I ROOF TRUSS 7 Ibs. each I 0- 9- 0 3.00 0 -0 -0 0 -0 -0 3 BF - Ea 13 Total 4 1 0.00 11 J5 I5 - 0 -0 1ROOF 1 - 3 - 0 3.00 0.00 6 BF -Ea 66 Total 0 -0 -0 0 -0 -0 1 13 lbs. each I 2 S1 3 -6 -10 3.00 400 c28 -5 -0 0 - 0 - 0 0 - 0 - 0 57 BF -Ea 114 Total 128 ROOF TRUSS 115 lbs. each d 1 V 16 1 16 - 0 - 0 ROOF TRUSS 2- 0- 0 3.00 0 -0 -0 0 -0 -0 24 BF -Ea 24 Total 1 I 46 Ibs. each I I 0.00 �` 1 I V20 20 - - 1ROOF TRUSS 2 - 6 - 0 3.00 0 -0 -0 0 -0 -0 29 BF -Ea 29 Total 59 lbs. each 1 0.00 I 3- 0- 0 1 V24 124 ROOF 3.00 1 0 -0 -0 35 BF -Ea 35 Total 0 -0 -0 I 75 lbs. each 1 1 0.00 1 89 lbs. each 1 28 -0 -0 1ROOFTRUSS 3.00 I0.0 -0 I0 -0 -0 1 0.00 I Tob 4880 �sf russ COT, Miami, FC 33155, Wiliam Campos LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 Truss Truss Type Qty Ply ARCO CONS I . 0001 CJ7 ROOF TRUSS 2 I 1 Job Reference (optional) 5100 s Mar 25 2003 MiTek Id 3 Trles, Inc. ThTlApr 01 0844:03 2004 Page 1 1 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANS195 CSI TC 0.60 BC 0.13 WB 0.09 (Matrix) 7 -0 -2 7 -0 -2 7-0 -2 7 -0-2 REACTIONS (Ib /size) 1= 220/7 -0 -2, 4=- 242/7 -0 -2, 5= 660/7 -0-2 Max Horz1= 90(load case 2) Max Uplift 1=- 128(Ioad case 2), 4=- 242(load case 1), 5=- 143(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =37, 2 -3 = -7 BOT CHORD 1 -5 =0, 4-5 =0 WEBS 2 -5= -331 2.12 [12 DEFL in (loc) 1 /deft L/d Vert(LL) n/a - n/a 999 Vert(TL) 0.03 3 >114 180 Horz(TL) 0.00 n/a n/a PLATES M 1120 Weight: 19 Ib BRACING TOP CHORD Sheathed or 6 -0 -0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 1, 242 Ib uplift at joint 4 and 143 Ib uplift at joint 5. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert: 1 =- 37.4- to -3 =- 157.8, 1=- 8.3- to- 4 = -35.1 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert: 1= 29.0 -to -2= 125.4, 2= 215.3 -to -3= 220.4, 1=- 4.2 -to -4= -17.5 Horz: 1 =- 33.1- to -2 =- 142.3, 2 =- 232.2 -to -3= -238.0 Scale = 1:11.2 2x4 2 3 GRIP 249/190 H Tob Truss Truss Type 4880 CV32 1 ROOF TRUSS B T cuss C0T Miami, FL 33155, WI iCT Campos TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 14 -2 -8 14-2 -8 3. 00 1 - 1 2 - 4x5 - I Qty i Ply I ARCO CONS 1. 1 1 • Job Reference (optional) 51 s Mar 252003 MiT Inc. Thin A Of 08T44:032004 Page 1 28 -5 -0 14-2 -8 BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 380/28 -5 -0, 10= 504/28 -5 -0, 12= 976/28 -5 -0, 8= 976/28 -5 -0, 7= 380/28 -5 -0 Max Horz 1= 64(load case 1) Max Upliftl=- 190(load case 2), 10=- 234(load case 2), 12=- 562(load case 2), 8=- 562(load case 2), 7=- 190(load case 2) Max Grav1= 380(load case 1), 10= 504(load case 1), 12= 988(load case 3), 8= 988(load case 4), 7= 380(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -153, 2 -3 =32, 3-4= -146, 45 = -146, 5 -6 =32, 6-7= -153 BOT CHORD 1 -12 =0, 11 -12 =0, 10 -11 =0, 9- 10 = -0, 8 -9 =64, 7 -8 =64 WEBS 4-10 =- 387, 3-12= -734, 5- 8 = -734 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =1 Oft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 1, 234 Ib uplift at joint 10, 562 Ib uplift at joint 12, 562 Ib uplift at joint 8 and 190 Ib uplift at joint 7. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90.0, 4- 7= -90.0, 1 -7= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =67.2, 4 -7 =67.2, 1- 7 = -10.0 Horz: 1 -4= -77.2, 4-7 =77.2 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90,0, 4- 7= -30.0, 1 -7= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -30.0, 4- 7= -90.0, 1 -7= -20.0 00 Scale = 1:49.3 co 1 # —' SAY 3x6 _ 2 3 , In, Id ! 2x4 1 3x6 ; 5 6 7 i � co M co yy�� O i 3x6 - �tgatata S igit '3'4"'+� a'3• '._ � .�'wa4'ai � • 12 2x4 -.p�� S L"�aa - "+:3.' S . ' •..•i.1 a'a.. y 11 1 3x4 - 2x4 28 -5 •• ••wY� •6�•• Ssi`�6 S .. . y.�'�•' w r a e .• g .� .� S �k � 10 9 I1 3x4 - -0 •�.- •::w.�••.•y. 8 3x6 - 2x4 28 -5 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 IILADCO SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 CSI TC 0.90 BC 0.46 WB 0.17 (Matrix) DEFL in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 (loc) - - 7 I/defl L/d n/a 999 n/a 999 n/a n/a PLATES GRIP MI120 249/190 Weight: 97 Ib Tob Truss Truss Type 4880 CV32 1 ROOF TRUSS B T cuss C0T Miami, FL 33155, WI iCT Campos TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 14 -2 -8 14-2 -8 3. 00 1 - 1 2 - 4x5 - I Qty i Ply I ARCO CONS 1. 1 1 • Job Reference (optional) 51 s Mar 252003 MiT Inc. Thin A Of 08T44:032004 Page 1 28 -5 -0 14-2 -8 BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 380/28 -5 -0, 10= 504/28 -5 -0, 12= 976/28 -5 -0, 8= 976/28 -5 -0, 7= 380/28 -5 -0 Max Horz 1= 64(load case 1) Max Upliftl=- 190(load case 2), 10=- 234(load case 2), 12=- 562(load case 2), 8=- 562(load case 2), 7=- 190(load case 2) Max Grav1= 380(load case 1), 10= 504(load case 1), 12= 988(load case 3), 8= 988(load case 4), 7= 380(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -153, 2 -3 =32, 3-4= -146, 45 = -146, 5 -6 =32, 6-7= -153 BOT CHORD 1 -12 =0, 11 -12 =0, 10 -11 =0, 9- 10 = -0, 8 -9 =64, 7 -8 =64 WEBS 4-10 =- 387, 3-12= -734, 5- 8 = -734 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =1 Oft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 1, 234 Ib uplift at joint 10, 562 Ib uplift at joint 12, 562 Ib uplift at joint 8 and 190 Ib uplift at joint 7. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90.0, 4- 7= -90.0, 1 -7= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =67.2, 4 -7 =67.2, 1- 7 = -10.0 Horz: 1 -4= -77.2, 4-7 =77.2 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90,0, 4- 7= -30.0, 1 -7= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -30.0, 4- 7= -90.0, 1 -7= -20.0 00 Scale = 1:49.3 R= 192.00' L =0.40' 6= 00'07'10" N.E. 101st ct) STREET 20' PAVEMENT 100' R /W ASPHALT CONC. L ADDI11ON UNDER CONSTRUCTION ADDITION !UNDER CONSTRUCTION 15.10' N1 ADDITION UNDER CONSTRUC110N 16.50' � >- w z 0 0 7.15' PORCH 15.45' 15.35' 1 —STORY Res. # 1218 F.F. =10.7' 16.50' 23.7' PARKWAY 15' SIDEWALK 1.25' VALLEY GUTTER FIP. 1/ No I.D. O O 0 0.20 0 HO — HO — HO IiDsu RYbS i i i k 6175 NW 153rd STREET SUITE 103 MIAMI LAKE FL. 33014 'a PHONE. 305 - 822 - ' FAX: 305-827 BOUNDARY SURVEY SCALE: 1" = 20' HO — LEGEND — OH -- Overheod Wire Line // — Wood Fence — x — Chain Link Fence Iron Fence o + = Existing Devotions l =Catch Basin ® =Water Meter rQ =Power Pole HO HO — HO — HO — 100.00' LOT 4, BLOCK 1 (PB 45 AT Pg 8) F.N. =Found Noll FIR. =Found Iron Rebor FIP. =Found iron Pipe /Pin F,N &D =Found Noil & Disc SIP /R =Set Iron Pin /Rebor Conc. = Concrete U.E. = Utility Easement D.E. = Drainage Easement D.M.E.= Drainage Mointenonce Easement HO HO R =Radius A =Arc a=Delto T =Tangent F. D.H. 0 O CO 0 CO U 0.70 z HO = F. 1 /2" z No I.D. 0 Page 2 of 2 - lob - Truss Truss Type Qty Ply ARCO CONS r. 0003 4880 I H1 ROOF TRUSS 1 1 Job Reference (optional) - Best russ CO Miami, FT 33155, Wil i Campos 5T100 - S Mar 25 2003 MiTek Tndus7ries, Inc. ThVAT Of 08- 44:042004 ga e 1 TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 7 -0 -0 11 -2 -8 7 -0 -0 4 -2 -8 3.00 i"12 4x12 - 2 4x5 = 3 14 -2 -8 17 -2 -8 3 -0 -0 3 -0 -0 3x6 = 4x5 = 4 5 21 -5 -0 28 -5 -0 4 -2 -8 7 -0 -0 4x12 = 6 Scale = 1:47. BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (Ib /size) 1= 331/28 -5 -0, 7= 331/28 -5 -0, 11= 551/28 -5-0, 10= 28/28 -5 -0, 9= 551/28 -5 -0, 12= 536/28 -5 -0, 8= 536/28 -5 -0 Max Uplift1=- 180(load case 2), 7=- 180(load case 2), 11=- 387(load case 2), 9=- 387(load case 2), 12=- 277(load case 2), 8=- 277(load case 2) Max Grav1= 331(load case 3), 7= 331(load case 4), 11= 551(load case 1), 10= 84(load case 2), 9= 551(load case 1), 12= 536(load case 3), 8= 536(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -41, 2 -3 = -1, 3 -4 =42, 4 -5 =42, 5 -6 = -1, 6 -7 = -41 BOT CHORD 1- 12 =40, 11- 12 = -3, 10- 11 = -48, 9- 10 = -48, 8 -9 = -3, 7 -8 =40 WEBS 2 -12= -438, 2 -11 =5, 3 -11= -469, 5 -9= -469, 6 -9 =5, 6 -8 =- 438, 3 -10 =4, 5 -10 =4 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint 1, 180 Ib uplift at joint 7, 387 Ib uplift at joint 11, 387 Ib uplift at joint 9, 277 Ib uplift at joint 12 and 277 Ib uplift at joint 8. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -6= -90.0, 6 -7= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20.0, 7 -9= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =67.2, 2 -6 =75.0, 6 -7 =67.2, 1 -11= -10.0, 10- 11= -10.0, 9 -10= -10.0, 7 -9= -10.0 Horz: 1 -2= -77.2, 6 -7 =77.2 Drag: 2- 3 = -0.0, 5 -6 =0.0 ' 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2 -6= -90.0, 6 -7= -30.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20.0, 7 -9= -20.0 ' 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30,0, 2 -6= -90.0, 6 -7= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20.0, 7 -9= -20.0 1 u� // ` 0 7 r o l Si 9 g a 5'�.'hY1Zga'S'�9s1 z?�si'S S ti 't -�- was. -__.a •i, aa4 'rSS �'�'i • i Si' '3'i 3x4 ; 12 11 •x 7 = 9 8 3x4 ; 2x4 1 5x8 = 4.00112 5x8 = 2x4 1 7 -0 -0 11 -2 -8 14 -2 -8 1 17 -2 -8 21 -5 -0 28 -5 -0 1 7 -0 -0 4-2 -8 3 -0 -0 3 -0 -0 4-2 -8 7 -0 -0 - =2 =54, Prate Offse (X,Y)T [4:0 S, 1=8T [10 0 -2=8) [1 :0 54,a 2=8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.45 BC 0.09 WB 0.12 (Simplified) DEFL in (loc) I /deft Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 8 n/a n/a PLATES GRIP M1120 249/190 Weight: 1101b - lob - Truss Truss Type Qty Ply ARCO CONS r. 0003 4880 I H1 ROOF TRUSS 1 1 Job Reference (optional) - Best russ CO Miami, FT 33155, Wil i Campos 5T100 - S Mar 25 2003 MiTek Tndus7ries, Inc. ThVAT Of 08- 44:042004 ga e 1 TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 7 -0 -0 11 -2 -8 7 -0 -0 4 -2 -8 3.00 i"12 4x12 - 2 4x5 = 3 14 -2 -8 17 -2 -8 3 -0 -0 3 -0 -0 3x6 = 4x5 = 4 5 21 -5 -0 28 -5 -0 4 -2 -8 7 -0 -0 4x12 = 6 Scale = 1:47. BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (Ib /size) 1= 331/28 -5 -0, 7= 331/28 -5 -0, 11= 551/28 -5-0, 10= 28/28 -5 -0, 9= 551/28 -5 -0, 12= 536/28 -5 -0, 8= 536/28 -5 -0 Max Uplift1=- 180(load case 2), 7=- 180(load case 2), 11=- 387(load case 2), 9=- 387(load case 2), 12=- 277(load case 2), 8=- 277(load case 2) Max Grav1= 331(load case 3), 7= 331(load case 4), 11= 551(load case 1), 10= 84(load case 2), 9= 551(load case 1), 12= 536(load case 3), 8= 536(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -41, 2 -3 = -1, 3 -4 =42, 4 -5 =42, 5 -6 = -1, 6 -7 = -41 BOT CHORD 1- 12 =40, 11- 12 = -3, 10- 11 = -48, 9- 10 = -48, 8 -9 = -3, 7 -8 =40 WEBS 2 -12= -438, 2 -11 =5, 3 -11= -469, 5 -9= -469, 6 -9 =5, 6 -8 =- 438, 3 -10 =4, 5 -10 =4 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint 1, 180 Ib uplift at joint 7, 387 Ib uplift at joint 11, 387 Ib uplift at joint 9, 277 Ib uplift at joint 12 and 277 Ib uplift at joint 8. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -6= -90.0, 6 -7= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20.0, 7 -9= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =67.2, 2 -6 =75.0, 6 -7 =67.2, 1 -11= -10.0, 10- 11= -10.0, 9 -10= -10.0, 7 -9= -10.0 Horz: 1 -2= -77.2, 6 -7 =77.2 Drag: 2- 3 = -0.0, 5 -6 =0.0 ' 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2 -6= -90.0, 6 -7= -30.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20.0, 7 -9= -20.0 ' 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30,0, 2 -6= -90.0, 6 -7= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20.0, 7 -9= -20.0 6 7 Tob I Truss 14880 H2 ResT rus COT Miami, F1T 33155, Wiliam Campos LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 5 -8 -3 9 -0 -0 5 -8 -3 3 -3 -13 3.00 12 9 -0 -0 9 -0 -0 ILUMBER TOP CHORD 2 X 4 SYP No.2 1 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSl95 Truss Type ROOF TRUSS 4x12 3 2x4 2 LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3=- 90.0, 3-5= -90.0, 5- 7= -90.0, 1- 11 = -20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1 -3 =67.2, 3 -5 =75.0, 5 -7 =67.2, 1- 11= -10.0, Horz: 1- 3= -77.2, 5 -7 =77.2 Drag: 3- 4 = -0.0, 4 -5 =0.0 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate I Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -5= -90.0, 5- 7= -30.0, 1- 11 = -20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Uniform Loads (plf) Vert: 1 -3= -30.0, 3- 5= -90.0, 5- 7= -90.0, 1- 11 = -20. 14 -2 -8 19 -5 -0 5 -2 -8 5 -2 -8 12 11 5x6 3x4 - 5x6 - 4.00 j CSI TC 0,47 BC 0.22 WB 0.19 (Simplified) • 3x8 4 BRACING TOP CHORD BOT CHORD .0, 10 -11= -20.0, 9- 10= -20.0, 7- 9 = -20.0 10-11= -10.0, 9 -10= -10.0, 7- 9 = -10.0 ncrease =1.33 .0, 10- 11= -20.0, 9- 10= -20.0, 7- 9 = -20.0 Increase =1.33 0, 10 -11= -20.0, 9 -10= -20.0, 7- 9 = -20.0 Qty Ply ARCO CONS r. • 3x4 ; 9 8 3x4 5x6 - 11 -2 -8 14 -2 -8 17 -2 -8 19 -5 -0 2 -2 -8 3 -0 -0 3 -0 -0 2 -2 -8 1 0004 Job Reference (optional) 57100 ar M 2520 MiTekTndusTries, Inc. Thu A 0i 08- 44:64200 ga 8 1� DEFL in (loc) Vert(LL) n/a - Vert(TL) n/a - Horz(TL) 0.00 7 4x12 5 1/def1 n/a n/a n/a 1 plate rip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint 1, 167 Ib uplift at joint 7, 62 Ib uplift at joint 11, 91 Ib uplift at joint 10, 62 Ib uplift at joint 9, 511 Ib uplift at joint 12 and 511 Ib uplift at joint 8. Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. This truss design conforms with Florida Building Code 2001, based on parameters indicated. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 22 -8 -13 28 -5 -0 3 -3 -13 5 -8 -3 Ud 999 999 n/a 2x4 6 28 -5 -0 9 -0 -0 PLATES MI120 Weight: 117 Ib Sheathed or 6 -0-0 oc purlins. Rigid ceiling directly applied or 6 -0 -0 oc bracing. 3x4 Scale = 1:47. 0 0 GRIP 249/190 REACTIONS (Ib /size) 1= 354/28 -5 -0, 7= 354/28 -5 -0, 11= 91/28 -5 -0, 10= 272/28 -5 -0, 9= 91/28 -5 -0, 12= 851/28 -5 -0, 8= 851/28 -5 -0 Max Upliftl=- 167(load case 2), 7=- 167(load case 2), 11=- 62(load case 2), 10 = -91 (load case 2), 9 =-62 load case 2), 12=- 511(load case 2), 8=- 511(load case 2) Max Grav1= 355(load case 3), 7=355(load case 4), 11= 110(load case 4), 10= 340(load case 4), 9= 110(Io case 3), 12= 860(load case 3), 8= 860(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -352, 2 -3 =333, 3 -4= 267, 4-5 =267, 5 -6 =333, 6 -7= -352 BOT CHORD 1 -12 =341, 11 -12= -365, 10- 11 = -151, 9 -10=- 151, 8-9= -365, 7 -8 =341 WEBS 2 -12 =- 690, 3-12= -567, 3 -11= 132, 4-11 =- 148, 4-10 =- 308, 4-9= -148, 5 -9 =132, 5 -8= -567, 6 -8 =-690 Yob Truss ' Truss Type ' Qty ' Ply ARCO CONST— 4880 H ROOF TRUSS 1 1 Besf toss CO 1 mi; FL 33155, Wil iam Cam os I Job Reference (optional) p 5.100 s Mar 252003 MiTek1/ dusTnes, Inc, 1 hu A Of 08T44;052004 P40 6-8-3 11 -0 -0 17 -5 -0 21 -8 -13 28 -5 -0 6 -8 -3 4 -3 -13 6 -5 -0 4 -3 -13 6 -8 -3 7 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 3.00 r12 2 2x4 s tgggg aaa;'�gttg .1.' -tgga S am' s - ''' ; ggigtS. tggg'+ ggaat'* s ;g; Sggg; 'a" °:.ti.'a,a -.`- $ 3x4 ; 9 5x6 = 7 6x10 3x4 4.00 [12 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 4x12 - 3 11 -2 -8 14-2 -8 1 17 -2 -8 11 -2 -8 3 -0 -0 3-0 -0 PfaTe OffseTs (X,Y)'. [7: -5 - 0,0 2=T1J I9:0- 5= 0,o2=1 CSI TC 0.79 BC 0.41 WB 0.36 (Simplified) DEFL in (loc) Vdefl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.01 9 n/a n/a BRACING . TOP CHORD BOT CHORD 4x12 4 6x10 = 2x4 5 REACTIONS (lb /size) 1= 431/28 -5 -0, 6= 431/28 -5 -0, 8=- 368/28 -5 -0, 9= 1186/28 -5 -0, 7= 1186/28 -5 -0 Max Uplift1=- 200(load case 2), 6=- 200(load case 2), 8=- 368(load case 1), 9=- 752(load case 2), 7=- 752(load case 2) Max Grav1= 437(load case 3), 6= 437(load case 4), 8= 365(load case 2), 9= 1219(load case 3), 7= 1219(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -398, 2 -3= 478, 3-4 =431, 4 -5 =478, 5- 6 = -398 BOT CHORD 1 -9 =386, 8- 9 = -547, 7- 8 = -547, 6 -7 =386 WEBS 2 -9 =- 880, 3- 9 = -054, 3 -8 =96, 4 -8 =96, 4 -7= -654, 5 -7= -880 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 Ib uplift at joint 1, 200 Ib uplift at joint 6, 368 Ib uplift at joint 8, 752 Ib uplift at joint 9 and 752 Ib uplift at joint 7. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -4= -90.0, 4-6= -90.0, 1 -9= -20.0, 8 -9= -20.0, 7 -8= -20.0, 6 -7= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =67.2, 3 -4= 75.0, 4-6 =67.2, 1 -9 =- 10,0, 8-9= -10.0, 7 -8= -10.0, 6 -7= -10.0 Horz: 1- 3= -77.2, 4 -6 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -4= -90.0, 4 -6= -30.0, 1 -9= -20.0, 8 -9= -20.0, 7 -8= -20.0, 6 -7= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =- 30.0, 3-4= -90.0, 4 -6= -90.0, 1 -9= -20.0, 8 -9= -20.0, 7 -8= -20.0, 6 -7= -20.0 28 -5 -0 11 - 2 - 8 PLATES M 1120 Weight: 113 Ib Sheathed or 6 -0 -0 oc purlins. Rigid ceiling directly applied or 6 -0 -0 oc bracing. Scale = 1:47. GRIP 249/190 0005, 0 o I i ,d 1 2x4 ; 3 2 / �; � �' 6 2x4 7 8 ,� ,�.• •.,• s "►• "s; ti`s ',: ; -• •:�' 'sir ens..-r 3x4 ; 11 -2 -8 1 5x6 = 5x6 = 4.00 r12 14 -2 -8 17 -2 -8 9 5x6 3x4 ; 28 -5 -0 11 -2 -8 3-0 -0 3 -0 -0 11 -2 -8 LOADING (psf) TOLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 111MRFR SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 CSI TC 0.64 BC 0.41 WB 0.44 (Simplified) DEFL Vert(LL) Vert(TL) Horz(TL) __ -_... in n/a n/a 0.01 (loc) - - 8 I /deft n/a n/a n/a Ud 999 999 n/a PLATES GRIP M1120 249/190 Weight: 1131b Tob Truss Truss Type 1 Qty Ply ARCO CONSTT 4680 1 1 H4 IROOFTRUSS 00061 Will F173315 Es run CO s T, Mama; 5, William Cam s Job Reference (optional) po 51100 s M 25 2003 MiTek Tr dusTries, Inc. Th A 0T 03144:05 2004 gaP — 1 - 6 - - 13 -0 -0 i 15 -5 -0 21 -7 -9 28 -5 -0 6 -9 -7 6 -2 -9 2 -5 -0 6 -2 -9 6 -9 -7 TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 3x4 3.00 X1 4x5 4 4x5 5 TOP CHORD BOT CHORD 3x4 Sheathed or 6 -0 -0 oc purlins. Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (Ib /size) 1= 438/28 -5 -0, 11= 923/28 -5 -0, 10= 143/28 -5 -0, 9= 923/28 -5 -0, 8= 438/28 -5 -0 Max Upliftl=- 204(load case 2), 11=- 572(load case 2), 9=- 572(load case 2), 8=- 204(load case 2) Max Grav1= 445(load case 3), 11= 992(load case 3), 10= 166(load case 3), 9= 992(load case 4), 8= 445(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -409, 2 -3 =625, 3 -4= 625, 4-5 =473, 5 -6 =625, 6 -7 =625, 7 -8= -409 BOT CHORD 1 -11 =397, 10 -11= -391, 9- 10 =- 391, 8-9 =397 WEBS 2 -11 =- 1041, 4-11 =- 454, 4-10= -195, 5 -10= -195, 5 -9= -454, 7 -9= -1041 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 1, 572 Ib uplift at joint 11, 572 Ib uplift at joint 9 and 204 Ib uplift at joint 8. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=- 90.0, 4-5= -90.0, 5 -8= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10=- 20.0, 8-9= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =67.2, 4 -5 =75.0, 5 -8 =67.2, 1 -11= -10.0, 10 -11= -10.0, 9 -10= -10.0, 8 -9= -10.0 Horz: 1- 4= -77.2, 5 -8 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90.0, 4 -5= -90.0, 5 -8= -30.0, 1 -11 =20.0, 10 -11= -20.0, 9 -10= -20.0, 8 -9= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =- 30.0, 4-5= -90.0, 5 -8= -90,0, 1 -11= -20,0, 10-11= -20.0, 9 -10= -20.0, 8 -9= -20.0 Scale = 1:47.0 ADDITION UNDER CONSTRUCTION NOTE. CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THE MNIMUM REQUIREMENTS, EITHER BY OUNER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. EXISTING RESIDENCE INLET BULLNOSE COPING CORAL LOCK OVER SAND BASE UNDER CONSTRUCTION FOOL LA`i'OUT 1/4"•1'0" SOLAR RETURN o 11' -6" 25' 6" 1 150W SAMS LGT vACUUM T . DECK 0 ORAN SWIMJET MAINDRAIN SWIMJET MANDRAN 1' 1 VENT SKIMMER MAINDRAIN M INDRAIN 11 VENT a j SWIMJETS A .4 WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE Co POOL EQUIP 4' CBS WALL 4' CHAN LNK FENCE a 1 200A O.H. SERVICE WATER SELF CLOSING SELF LATCHING GATE 6220 5920 PANEL 1 00.0 SEPTIC TANK N.E. 101 STREET METER ALARMS TO BE PROVIDED ON ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO POOL DECK SITE FLAN 1 "■ 20' 4' CHAN LINK FENCE 151 O 0 O 0 EQUIP 14. 43 6.S0 125 SELF CLOSING SELF LATCHNG GATE — 10.00 - 4' CHAN LINK FENCE 1 POOL nsQUIREMENTS: SELF - CLOSING/ SELF - LOCKING GATES 'REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ V!ALL, OWNER MUST REPLACE WITH A 4' FENCE ON 1 OWNER'S PROPERTY Zon1n4; A rovpc / ? - 1 1 0 0 • • • . • 0.47E c9 to tut o uJ G[E&7 P.E NOv. 8, 2003 ELEV. TOP OF POOL WALL 8.1 VOLUME (GALLONS) DEPTH OF POOL 5.0 4 ELEV. TOP OF MAINORAIN 31 DECK AREA (SQ_ FT) FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRAIN 3.1 POOL IN FLOOD CRITERIA 23 LESS 2'0" HYDROSTATIC VALVE SLAB THICKNESS REQUIRED 6" ✓ SURFACE AREA (SQ. FT.) 350 VOLUME (GALLONS) 10000 TURNOVER (HOURS) 4 PERIMETER (FEET) 93 DECK AREA (SQ_ FT) 400 ELECTRICAL NOTES: BULLNOSE COPING 0 3 BARS AT 10" CENTERS METER 200A D ISC. SAFETY NOTES: HYDROSTATIC POOL SECTION RELIEF VALVE SET IN WASHED (JOCK BED NO SCALE 1- 2P -25A 1- 2P -50A 1- 2P -20A NOTE: ALL EQUIPMENT IN 1- 1P -15A VIEW OF POOL PANEL 3 4 '8 THWN IN 3 /4" COND. 2 .6 THWN + 2 "10 THWN IN 34" COND. 1- 2P -60A HOUSE PANEL 16V TRANSFORMER 3"12 THUN IN 1 COND. I HP PUMP 3 "10 T1•;HN IN 1/2" COND. 3 HP SWIMJET PUMP 2••• +1.12THWN IN 1/2" COND. •• 4 '14 FOR 15 4 100W 4 '12 FOR 150W "10 FOR 200W RISER D IACRAM 5 HP NEAT PUMP 3"14 II-ILA IN 1/2" COND. 24V. DC TRANSORMER AQUARITE JUNCTION BOX 150W 12V POOL LIGHT NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK IS NOT PROVIDED, PROVIDE A 4 13 BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE 5 REINFORC- ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHfN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5_ ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO 114E ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL RUMPS, HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENT& 6 POOL SAFETY DEVICES- AS PER THE FLORIDA BUILDING CODE, TH18 POOL AND /OR SPA SHALL BE PROTECTED (AT THE OWNER'S EXPENSEQM UNAUTHORI AQCCESS IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER ALL DOORS AND WINDOWS W111H DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND IS EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARMING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTM F1346 -91. 3. A CHILD SAFETY FENCE (KIDDIE FENCE) .4 MINIMUM OF 48 INCHES IN HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS. 4_ A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN COMPLIANCE WITH ITEM 3 ABOVE_ 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N5PI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL. AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER INCLUDING A SPRING -LOCK SELF - CLOSING GATE. "3 BARS AT 10 " CENTERS ✓ WALL SECTION NO SCALE NOTE: BAR SPLICE NOT REQUIRED WHEN FLOOR SLAB STEEL 15 BENT INTO WALL. ELECTRICAL LOAD CALCULATIONS: GENERAL LIGHTING • 2500 SQ. FT. x 3 WTS. / SQ. FT. • 1500 WATTS APPLIANCE CIRCUITS AND LAUNDRY ROOM • 4500 WATTS RANGE 12000 WATTS D ISPOSAL • 800 WATTS DISHWASHER • 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER • 5000 WATTS WATER HEATER • 4500 WATTS TOTAL • 36100 WATTS POOL LIGHTING = 150 WATTS SWIMJET PUMP • 3000 WATTS TOTAL • 39850 WATTS FIRST 10 KW AT 100 PERCENT • 10000 WATTS 29850 WATTS AT 40 PERCENT ■ 11940 WATTS TOTAL • 21940 WATTS AIR HANDLER • 15000 WATTS HEAT PUMP = 6000 WATTS POOL PUMP = 2100 WATTS TOTAL = 45040 WATTS / 240 VOLTS ■ 18161 AMPS INTERLOCKING BRICK CEMENT LLEDGE- 2" SAND BED ROCK SASE .w.:!1.1+x..42::,aenx37lraMM ! POO WALL 41c"‘ P � \ v1. POOL COPING E3RFCK ON SAND DETAIL NO SCALE BOND WIRE TO POOL STEEL NOTE: BOND WIRE TO BE SECURED TO STEEL WITH APPROVED CLAMP. CLAMP TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP '2" NON METALIC CONDUIT TO JUNCTION BOX 23BARS ACROSS NICHE POOL WALL STEEL .6 ..9, A?.:1, . .E s SAME SIZE AS PUMP ON 1/ t � UNDERWATER ICS 4T DETAIL NO SCALE LIGHT BOUY i " HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED MAIkDRAIN DETAIL NO SCALE STRUCTURAL NOTES: L ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2_ ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P61. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER TI-ESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. SOIL NOTE: / BASED ON .4 VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. NOTE: BASED ON INFORMATION PROVIDED T1415 OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. VERIFY WITH MAN,FACTURER STEP SECTION NO SCALE AIR SWITCH (DECK MOUNTED) VENT LINE w�Aw�w�w i6" 4 RISERS AT 101" EACH SWIMJET FITTING SWIMJET DETAIL NO SCALE WATER LEVEL WEIR TURBO BOOST INLET POOL FILTER WITH 100 SQ FT_ OF SURFACE AREA CARTRIDGE POOLCOPING PLUMING NOTES: 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS_ 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANCY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. POOL DECK MIN. 15 SQ. IN. BASKET 11/2" TURBO RETURN " SUCTION SKIMMER SECTION . NO SCALE 5 HP NEAT PUMP 123,000 BTU RECIRCULATION PUMP 1 HP, 50 GPM AT 60' TDH SELF PRIMING ISOMETRIC PROVIDE SCREEN MESH AT JOINT 1 POOL DATA: SWIMJET PUMP 3 HP, 135 GPM AT 60' TDH SELF PRIMING VENT DETAIL NO SCALE HYDROSTATIC UPLIFT TOP OF POOL OR SPA COPING, WHICHEVER NICs:IE2 NOTE: IF THE POOL IN FLOOD CRITERIA 15 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. SfVEET 2 O.4TE zicz • r• 1 r ,4 AZ .fr;,(z„ tsi N N ■ . N, .> \ i 1 au I c o l e Y Nc - D — t — NI 1 .' LL( tII IAN s FL 1.., LDE. 0■1)0 u D L ' bTr t-14.52 c- D An A( a RAMMS ENGINEERING, rNc. ROBERT S. MONSOUR, P.E. # 11955 2100 W. 76 St. Suite # 311 Hialeah, FL 33016 (305) 322-3141 SCALE: DATE: E's V L.LE APPROVED BY: it:cc kAS.L_o m tLL JTL& _ 10i 11Q (L:SeC DRAWN BY REVISED DRAWING tsi N - lir 14.- X VI . N, .> \ "y2 1 au I c o l e Y Nc - D — t — NI 1 .' LL( tII IAN s FL 1.., LDE. 0■1)0 u D L ' bTr t-14.52 c- D An A( a RAMMS ENGINEERING, rNc. ROBERT S. MONSOUR, P.E. # 11955 2100 W. 76 St. Suite # 311 Hialeah, FL 33016 (305) 322-3141 SCALE: DATE: E's V L.LE APPROVED BY: it:cc kAS.L_o m tLL JTL& _ 10i 11Q (L:SeC DRAWN BY REVISED DRAWING R= 192.00' L =0.40' A=00'07'10" — --a AP. 1/; No I.O. 0.20' 0 O O 4. 7' ROYAL POINT LAND SURVEYORS r,l75 NW 153rd STREET SUITE 103 '4I,AM LAKE FL. 33014 'HONE: 305 -822 -6062 • FAX 305 -827 -9669 CV BOUNDARY SURVEY SCALE: 1" = 20' ASPHALT 10.1' r w O U z 0 U 7.15' Z 15.45' b Lc� 15.55' ;21 CONC. L. 15.35' N.E. 101st , rt STREET 15.45' o 20' PAVEMENT 100' R /W 23.7' PARKWAY 15' SIDEWALK PORCH 99.60' cv ob o 10.40' M 142 0' r 1 ,- ADDITION r iNDER CONSTRUCTION ADDITION UNDER CONSTRUCTION �C HO — HO — HO — HO — HO LEGEND — OH — Overheod Wire Line — // — Wood Fence — x — Chain Link Fence 0 Iron Fence 4 Existing Elevations fig =Catch Basin OR =Water Meter =Power Pole 100.00' -J 34.25' Lr) r` — 428 SF DRAIN FIELD c6 -�I V ` 1 1 — STORY Res. # 1218 F.N =Found Nail FIR. =Found Iron Rebor FIP. =Found Iron Pipe /Pin F.N &D =Found Noll & Disc SIP /R =Set Iron Pin /Rebor Conc. =Concrete U.E. = Utility Easement D.E. =Droinoge Easement O.M.E. =Drainage Maintenonce Easement 1.25' VALLEY GUTTER 14.95' 0 Lri 0 Cn 0 16.50' L()1 PeDI ADDITION '- 1 UNDER CONSTRUCTION 17.40' 16.50' J R =Rodius A =Arc b =Delta T =Tongent 10.1' A/C l I HO ----- H O — -- HO --- H O - - - - - - LOT 4, BLOCK 1 (PB 45 AT Pg 8) 10.2' F. D.H. 0 Q 0 HO '11 FI'. 1/2" No I.D. 0 0 0 1r) Page 2 of 2 > +AR>; I SIZE T1 ` T2 TYPE MAX. BEAk: 5" -0• 5' -G• Bo. Bro. I 2 • 2 .055 ! . 055 NO_LLt. 6' - 11 6• -9• ( 6 -7' Bo. 9r• . 2 x • .055 L I .055 I SNP 9• -7• 9" - 33 1 /9 " - 0 • 1 Bo. Bro. 2 x • . Oo2 . CL.t ...AA : C - 6 1 12' 2' I it -4' 1 11 • -5' ! 1 ! • -2 `` • Bo• 9.4. 2 X . .120 .055 LAP 14• -3' 13--9• I 17• 17•-0 1 12' t -it, 1 Bo. 9m. 2 X 5 .062 • 062 SNAP 15• 1• 1 4 - -T la „ U ? 134 I 13' - T 13• - 12 - -te I r t B. 6m. 2 X L .t JC .055 LAP is - • 19 -3- 1 1 6 - -E 19' -2 1 T -� 1T -4- 16 - -r 1 >r , 1 3\ RLr90tT S - � 5..• B 2 X E. -t20 . O%2 SSJ:.P 19 -1P W -4' I 1C -7 I 19• -T 1 17 -1v 1? 1T -1 i - H I Bo. 79°.- 2 X 7 .t3C .060 SNAP 22 -it 22• -r 1 ,t - -T 1 2t _!r 1 20' -C 20' -t 19' - -T I i t - ` ; ' i Sc. 9.,. 2 x 7 .130 .055 LAP 2t' -T' 20 - -7 : 19 - -� 1 1! =11• 1 tS" -S t7 -C 17 -% I l r ito. 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CC PLIANICE Off 1C: Srr7t.. r :005 -0.& 1 1 5 0 . 5 1 • 1 LY . 1 •1 0 1 1 1 1 i I 1 1 SPECIAL. Z BRACKET T LONG. 4" WIDE GUTTERS ERS ONLY. .220 1 .215 ' 4. 4 „ 1 3.75" I LL fl 15 Of .12 1 15" u - BRACK= •°75 1 4.825 4. 700 C2STt S:E. T .190 it r 14SMS ;12SMS ; 1 0S`.4S 6' S'.) 2:1 4 V". iH (4) 3/8' X 2 1/?' LA„ 31TS TU FASCIA PRODUCT `ZE ` E.\NT D.- 1 12o o.v j /' , TKN DATE 11/ I 7 / 0 5- 1 i. lj /�� r� i Wi z-- p^sreu-r 6N,k0LINVI.SI3N 1 ` j� f _)25 r 1/8' ANGLE 3RACKE1 V ?T'-i (9) 414 X 3 /,' SxS TG ':'ALL ;;K Trr t AL RNAT` L DT-31T Vita C1 SED VITH DCU3't1 NUTS 1'17' r al..Y??r3SIN 1/8' STAI:ISS ST 1 CA3I_ I X ?' S IV r11.1F.S TD ?= Ya CLIP !iA` ALSD BE USED 7 ..1N SIDE C'N*X:RLi1: 5-A3. ■,u'•7AiN 2' w.i: EX D :S TA.�E CABLE BRACING' DC AJ'L 6' 2 °:!' 2=AC'KET ViTH (4) 3/8' X2112'L;i TDFASC;A FASTS, a.� T � TD T?[ FCST STR'.1CT-V. Vi r; 1/4'x 2 1/8 LAS . f 2' i1?C L r&xt r,? GUTTr 5" U UT I E R BRACKET DETAIL \" I T •,_27: i 27d -?.C3 I 2c,1 -414 1 417 - 443 6 j -jy j t .� � ., .,., � TOTAL 1 IF i. LES IN iFE FUi I.i:+D 8 +RI VNi 2 4 6 1 8 1 10 1 EA. END 2 EA. END 3 EA. END 14 EA. END 1 5 EA. END END NON LOAD BLAriNU VALL Jt[ur,KL t OD AOE DUANT;'ES A32V11 A F7 3 SIDED E1r'LDS17ES. RETER TO %.NC11." 'S SITE 77.170 PLAN DT ?E C^` :11TTi1.1.NS. USE DC SET CF CAKES IN RETURN VALLS FOR S ?AC DVI1), 16 FEET. NN(1 1' - \\ (\ H L i g 3/9' SlL VE 2' X 3' X 114' F.'G1i R EACH SID T1: ca KAM VITH (4) :14 X 3/4' X Ti) =.21T 3 ;;:D 12) 3/8' X 8' LAG 31TS , (3) 114 X 1' S'S TO GUTTER R:r 3 -AV r 1/8' sTAD&ESS STEa CABLE F D3U3LE CaVRESSiC':SLEEVES 1114' X 5 5/3'X..'3', J-T BARN, J z 0 UTE, V! 1x2 PErcCKET:R'O'.2 R IS USLil, USE 2 5 TS L'F 114' w GLES. AFi: ?DYED kS COMPLYING :TH THE SOUTH F;C ^'31 DUIl.DLNC CODE DATE_ {.1 LY - fi�t PI:AUCT CONTROL_ DIV S ON i 911ItD:HG CODE COMPLLANCE OrriCE ACCLP7AU(T NOCL5 � 415 . 0..5 TA 0 - Yob Truss 4880 H4 Bes Truss CO Miami, Ft 33155, William Campos LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 6 -9 -7 13 -0 -0 6 -9 -7 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 2 11 -2 -8 11 -2 -8 2x4 ; 3 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 Truss Type ROOF TRUSS 3x4 6 -2 -9 2 -5 -0 3.00 r12 CSI TC 0.64 BC 0.41 WB 0.44 (Simplified) 4x5 = 4 15 -5 -0 21 -7 -9 28 -5 -0 6 -2 -9 6 -9 -7 4x5 = 5 �q ''• '`s'k.� ti S'..� � .,wm sysp„s* vs s�. �''� : '�' M ' s syo � ' , �g;;�y � gr�;I°4•sy'' s��a ''�•i: `�� .� , ':'.y� , '�'. sat' ��a:.' �► 5��.. �' � .�s�' a3'+'�'as�.�..: x• 3i%�eere ... yy'. s. s' r": a'�..�...S..a..r.'�x►:ss$!9.�.� �'.t��.w �.a�...�_s.2 3x4 ; 11 5x6 = 9 3x4 5x6 = 5x6 = 4.00 r12- 14-2 -8 17 -2 -8 3 -0 -0 3 -0 -0 REACTIONS (Ib /size) 1= 438/28 -5 -0, 11= 923/28 -5 -0, 10= 143/28 -5 -0, 9= 923/28 -5 -0, 8= 438/28 -5 -0 Max Uplift1=- 204(load case 2), 11=- 572(Ioad case 2), 9=- 572(load case 2), 8=- 204(load case 2) Max Grav1= 445(load case 3), 11= 992(load case 3), 10= 166(Ioad case 3), 9= 992(Ioad case 4), 8= 445(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -409, 2 -3= 625, 3-4= 625, 4-5 =473, 5 -6 =625, 6 -7 =625, 7 -8= -409 BOT CHORD 1 -11 =397, 10 -11= -391, 9 -10=- 391, 8-9 =397 WEBS 2 -11=- 1041, 4-11 =- 454, 4-10=-195, 5- 10 = -195, 5 -9= -454, 7 -9= -1041 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone :Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 Ib uplift at joint 1, 572 Ib uplift at joint 11, 572 Ib uplift at joint 9 and 204 Ib uplift at joint 8. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90.0, 4 -5= -90.0, 5 -8= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10 =- 20.0, 8-9= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =67.2, 4 -5 =75.0, 5 -8 =67.2, 1 -11= -10.0, 10 -11= -10.0, 9 -10= -10.0, 8 -9= -10.0 Horz: 1 -4= -77.2, 5 -8 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4= -90.0, 45= -90.0, 5 -8= -30.0, 1 -11= -20.0, 10-11= -20.0, 9 -10 =- 20.0, 8-9= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -30.0, 4 -5= -90.0, 5 -8= -90.0, 1 -11= -20.0, 10 -11= -20.0, 9 -10= -20,0, 8 -9= -20.0 ply ARCO CONST- Job Reference (optional) 5100s a 252003 MiT Inc. TTA0T0 &44:052004 ga e l Qty 1 3x4 6 2x4 7 DEFL in (loc) l/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.01 8 n/a n/a 28 -5 -0 11 -2 -8 PLATES MI120 Weight: 113 Ib BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. Scale = 1:47.0 I 8 GRIP 249/190 0006 o Tom Truss c 4B80 HG1 BesI TNSS CO Ma J FT 33155, Wil Campos d ri LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 5 -0 -0 11 -2 -4 5 -0 -0 6 -2 -4 3.00 r12 :Kr WriPrIKRAPNPAWKWAN9SPAKIR 3x4 5x16 = 2 13 12 3x6 3x4 = 5 -0 -0 11 -2 -4 5 -0 -0 6 -2 -4 PTa�Ofsf�(X,YjI2 X0,0E 8rjS:038,0f -8T SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 Truss Type ROOF TRUSS 2x4 I! 3x4 - 34 11 5x16 = CSI TC 0.85 BC 0.65 WB 0.90 (Matrix) 17 - 2 - 12 city Ply - ARCO CONST 1 1 Job Reference (optional) 5.100 s Mar 25 2003 MiTekTndus Pic. Thu Apr Of 0&44:05 2004 ga e 1 17 -2 -12 23 -5 -0 28 -5 -0 6 -0 -8 6 -2 -4 5 -0 -0 Scale = 1:46.1 6x12 = 5 r�T 109 3x6 3x6 = DEFL in (loc) Vdefl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) -0.01 7 n/a n/a REACTIONS (Ib /size) 1 =- 170/28 -5 -0, 7= 48/28 -5 -0, 13= 1691/28 -5 -0, 9= 1128/28 -5 -0, 8= 1113/28 -5 -0 Max Horz 1=- 1187(load case 4) Max Uplift1=- 279(load case 4), 7=- 58(load case 3), 13 =- 1096(load case 2), 9=- 744(Ioad case 2), 8=- 652(Ioad case 2) Max Grav1= 151(load case 2), 7= 48(load case 1), 13= 1691(Ioad case 1), 9= 1147(load case 3), 8= 1114(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =1190, 2 -3= -1183, 3 -4 =- 1183, 4-5= -1183, 5 -6 =343, 6 -7 =302 BOT CHORD 1- 13 =88, 12 -13= -130, 11 -12= -256, 10-11 =159, 9- 10 = -884, 8- 9 = -884, 7 -8= -233 WEBS 2 -13= -1443, 2 -11= 2513, 3-11= -824, 5 -11 =2093, 5 -9= -1367, 5 -8 =548, 6 -8= -730 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 Ib uplift at joint 1, 58 Ib uplift at joint 7, 1096 Ib uplift at joint 13, 744 Ib uplift at joint 9 and 652 Ib uplift at joint 8. 6) Girder carries hip end with 5 -0 -0 end setback 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 320.8Ib down and 190.61b up at 23 -5 -0, and 320.8Ib down and 190.61b up at 5 -0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -6 =- 143.9, 6 -7= -90.0, 1 -13= -20.0, 8 -13= -32.0, 7 -8= -20.0 Concentrated Loads (Ib) Vert: 13= -320.8 8= -320.8 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -2 =67.2, 2 -6= 123.2, 6 -7 =67.2, 1 -13= -10.0, 8 -13= -16.0, 7 -8= -10.0 Horz: 1 -2= -77.2, 6 -7 =77.2 Drag: 2- 3 = -0.1, 5 -6 =0.1 Concentrated Loads (Ib) Vert: 13= 190.6 8 =190.6 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -2= -90.0, 2 -6 =- 143.9, 6 -7= -30.0, 1 -13= -20.0, 8 -13= -32.0, 7 -8= -20.0 Concentrated Loads (Ib) Vert: 13= -320.8 8= -320.8 Continued on page 2 4x9 8 3x8 6 PLATES M 1120 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except' TOP CHORD Sheathed or 4-11 -5 oc purfns. 2 -4 2 X 4 SYP No.2, 4-6 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -1 -10 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 2 -11 WEBS 2 X 4 SYP No.3 23-5 -0 28 -5 -0 6 -0 -8 6 -2 -4 5 -0 -0 3x4 GRIP 249/190 0007 ' J o b Truss Truss T YP e Ot PI ARCO CONS]. Y Y 0007 4880 HG1 ROOF TRUSS 11 I 1 I Job Reference (optional) - Bs1 rT uss COT iM amJ F17 33155 Wil iI am (,ampos 1.100 Mar 25 2003 MiTek TndusTnes, Inc. T A 01 08-44:05 2004 a e 2 LOAD CASE(S) 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30.0, 2 -6 =- 143.9, 6 -7= -90.0, 1 -13 =- 20.0, 8-13= -32.0, 7 -8= -20.0 Concentrated Loads (lb) Vert: 13= -320.8 8= -320.8 - Job ,4880 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss HV12 Bi CO Miami, FT 33155, Wil it Campos 3 -11 -6 3 -11 -6 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 3.00 r12 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 1Truss Type ROOF TRUSS 4x5 2 ey$ y ❖••• S ••• S F .�v-"tiS S SS �yS F S � S �� • •� � , .S •. ti � �• . �•' .� ' • a S •S • .• S .ar6 �y ss6 .••yAS..%•u'.aSi "••.a - .i � ' CSI TC 0.20 BC 0.04 WB 0.08 (Matrix) 8 -0 -10 4 -1 -5 12-0-0 12 -0 -0 REACTIONS (Ib /size) 1= 117/12 -0 -0, 4= 117/12 -0-0, 7= 404/12 -0-0, 5= 404/12 -0-0 Max Horz 1= 21(load case 3) Max Upliftl=- 60(load case 2), 4=- 60(load case 2), 7=- 238(Ioad case 2), 5=- 238(load case 2) Max Gray 1= 117(Ioad case 1), 4= 117(load case 1), 7= 409(load case 3), 5= 410(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -59, 2 -3 =28, 3 -4 = -59 BOT CHORD 1 -7 =28, 6- 7 = -43, 5- 6 = -28, 4 -5 =42 WEBS 2- 7 =- 343, 3-5= -343 Qty Ply ARCO CONST. 0008 1 1 '', 1 Job Reference (optional) 5.100 s Mar 25 2003 MiTek lndusTries, >nc TEA Of 08:44:06 2004 Page 1 BRACING TOP CHORD BOT CHORD 4x5 = 3 DEFL in (loc) Vdefl L/d Vert(LL) /a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 5 n/a n/a NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone :Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint 1, 60 Ib uplift at joint 4 , 238 Ib uplift at joint 7 and 238 Ib uplift at joint 5. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2- 3= -90.0, 3 -4= -90.0, 1 -4= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =69.7, 2 -3 =69.7, 3 -4 =69.7, 1- 4 = -10.0 Horz: 1 -2 =- 79.7, 3-4 =79.7 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -3= -90.0, 3 -4= -30.0, 1 -4= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30.0, 2 -3= -90.0, 3 -4= -90.0, 1 -4= -20.0 12 -0 -0 3 -11 -6 PLATES M 1120 Weight 34 Ib 4 Sheathed or 6 -0-0 oc purlins. Rigid ceiling directly applied or 6 -0 -0 oc bracing. Scale = 1:19.5 GRIP 249/190 1 Tob 4880 B t Truss CO Miami, FT 33155, WilFam Campos L LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss J1 LUMBER BOT CHORD 2 X 4 SYP No .2 1 -0 -0 1 - 0 - 0 1 -0 -0 1 -0 -0 SPACING 2 -0 -0 Plates Increase 0.90 Lumber Increase 0.90 Code Rep Stress FBC2001 /ANSI9Incr YES 5 REACTIONS (lb/size) 1= 13/2 -4-7, 2= 13/2 -4-7 FORCES (lb) - First Load Case Only BOT CHORD 1-2=0 Truss Type ROOF TRUSS o ri 0 r 8:4.:?$4Y*4‘ • 401.6•44:4::* • 'mss- s - S4.±LCs - • - s '4- sP1i'•4.'f • - • - - ''� •MNNM ,r � .�: :Ci;: 4 ! "6 ! " ! """ " N tftOMP„ "9°014fteNNAMIRONORAORaft 74?....4****EXAMONSM :81,14 mewomtxtmstatitsgstsasseszmicassastvwstav•emarlowso !66St.626e& tai:::1000 CSI TC 0.00 BC 0.01 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) BRACING BOT CHORD Qty Ply ARCO CONST 4 1 Job Reference (optional) 5 .100 s Mar 25 2003 MiTek TndusTres, fnc Thu Apr 0T OS 44:0ff 2004 Page 1 in n/a n/a 0.00 (loc) Udefl n/a n/a n/a Ud 999 999 n/a PLATES Weight: 4 lb Rigid ceiling directly applied or 10 -0 -0 oc bracing. Scale = 1:3. GRIP NOTES 1 Wind: ASCE 7 -98; 146mph; h =10ft; TCOL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;;Lumber DOL =1.33 plate grip DOL =1.33. 2 Gable requires continuous bottom chord bearing. 3 Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. LOAD CASE(S) 1) Regular: Lumber Increase =0.90, Plate Increase =0.90 Uniform Loads (plf) Vert: 1 -2= -20.0 2) C -C Wind: Lumber Increase =0.90, Plate Increase =0.90 Uniform Loads (pif) Vert: 1 -2= -10.0 0009, yob 4880 (psf) LOADING TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss J3 �s1 russ COT, Mami, FT 33155 William (.,ampos LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 SP 2 - -0 Plates Increase 1 Lumber Incr NS195 Increase 1.33 Rep S tress YES Code FBC2001/A Truss Type ROOF TRUSS REACTIONS (lb /size) 1= 97/3 -0 -0, 2 =79 /Mechanical, 3= 18/3 -0 -0 Max Horz 1= 37(load case 2) Max Upliftl=- 52(load case 2), 2=- 70(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =15 BOT CHORD 1 -3 =0 CSI TC 0.06 BC 0,01 WB 0.00 (Matrix) 3 -0 -0 3-0 -0 3 -0 -0 Qty 4 Ply ARCO CONST- 1 Job Reference (optional) 51O0 Mar 25 2003 MiTek TndusTr es, lnc. ThV1 Ai Of 0 &440 2004 Page i - e s, �` S•�' s �"SS• •• sS ' S •�'+� S': v ss s ° � ,s � '' �' '+ 'ti�+S sti • ``�:�''S4 S y � S s S S .� s� S 's ' , '+,. d •�-+ ss'' s. s. ... oo e� tis�•'ri'ti•S's'°�+.�'S ti .• '� 's�. +,'' S 1fi,�,y 'S' '' ,%'s k • 'ti�•b,�: S S S s � :5 .r S� � S • �S'' S S;'S S ''" � • ► ' kk$0 ; • ' S!. ��` ,S .� S 3 ti •, 'ss + 3:; ` • . S ''�, s' s 2sz : .:: ' ` ' �-'� S i s .. , : y s ' k +r.��'S,s r • 'A S S • s Sy s'• • '•• eM r � S s�s �'' S �''s � `` • " ' •.•� �.. ' " ; ' + .' y S � y � � : • ��s o y` S'S Si }1 � tii�• s S 1 ° S 'ti e s ; , ''�,• 1 ' � ti s'� ; $�:y'y''�S.N'.�' • yy • '''S AS '"� ° �;� s } 3x4 DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) -0.00 1 >999 Horz(TL) -0.00 2 n/a L/d 999 180 n/a PLATES M1120 Weight: 7 Ib BRACING TOP CHORD Sheathed or 3-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. NOTES 1 Wind; ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 Ib uplift at joint 1 and 70 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =75.0, 1- 3 = -10.0 Horz: 1 -2= -85.0 GRIP 249/190 0010 7 Tob Truss Truss Type Qty I Ply ARCO CONSI . 1 4B80 J5 ROOF TRUSS 11 1 1 W 1 0011 B rus C0 M s iamT, FC33155, illiam Campos Job Reference (optional) 5.100 s /vfar 252003 MiTekC lndusfnes, inc. Thu APT; 01 08T440T200 a 1- 1 I LOADING(psf) SPACING 2 -0-0 ' TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress !nor YES BCDL 10.0 Code FBC2001 /ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 CSI TC 0.27 BC 0.06 WB 0.00 (Matrix) 5 -0 -0 5 -0 -0 5 -0 -0 5 -0 -0 BRACING TOP CHORD BOT CHORD DEFL in (loc) Vdefl Lid PLATES Vert(LL) n/a - n/a 999 MI120 Vert(TL) -0.01 1 -3 >999 180 Horz(TL) -0.00 2 n/a n/a Weight: 13 Ib Sheathed or 5 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 1= 207/5 -0 -0, 2= 169 /Mechanical, 3= 38/5 -0 -0 Max Horz 1= 80(load case 2) Max Uplift)=- 112(load case 2), 2=- 151(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =33 BOT CHORD 1 -3 =0 NOTES 1 Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at joint 1 and 151 Ib uplift at joint 2. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 1- 3 = -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =75.0, 1- 3 = -10.0 Horz: 1- 2 = -85.0 SCAe = 1 1g Y GRIP 249/190 Tob Truss Truss Type I Qty Ply ARCO CONS r . 0012 4880 S1 ROOF TRUSS 2 1 Job Reference (optional) B russC�Mam % Ff 33155,WiIi� Gam pos 5 100 Ma7252003 Mira lficusTries,inc. Th A 0T0W44:072004 ga eT 6 -9 -7 11 -2 -8 6 -9 -7 4 -5 -1 3x4 3.001 2 3x4 4 14 -2 -8 17 -2 -8 3 -0 -0 3 -0 -0 4x5 5 3x4 21 -7 -9 28 -5 -0 4 -5 -1 6 -9 -7 3x4 7 2x4 8 Scale = 1:46.1 2x4; 3 , 'gnit`g:::: S'' '.°, ' .'' '�atgia `asttygagna : �� '' ' Oggaggag titi� e � +` +►'v' ' �'' ' -_�.i'� -ata 3x4 ; 12 5x8 = 10 3x4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 2 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 5x8 = 5x8 4.00 [12 = 11 -2 -8 14-2 -8 17 -2 -8 11 -2 -8 3 -0 -0 3 -0 -0 - PlaTe Offsets (X,Y) [la (1-5= 4,OL2= 8T[1E:U-54,0 M8] CSI TC 0.36 BC 0.40 WB 0.33 (Simplified) DEFL in (loc) I /defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.01 12 n/a rVa 28 -5 -0 11 -2 -8 PLATES MI120 Weight: 115 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 430/28 -5 -0, 12= 963/28 -5 -0, 10= 963/28 -5 -0, 9= 430/28 -5 -0, 11= 80/28 -5 -0 Max Uplift1=- 199(load case 2), 12=- 576(load case 2), 10=- 576(load case 2), 9=- 199(load case 2) Max Grav1= 437(load case 3), 12= 1027(load case 3), 10= 1027(load case 4), 9= 437(load case 4), 11= 80(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -373, 2 -3 =490, 3 -4= 490, 4-5 =387, 5 -6 =387, 6 -7 =490, 7 -8= 490, 8-9= -373 BOT CHORD 1 -12 =362, 11 -12= -528, 10-11= - 528, 9-10 =362 WEBS 2 -12= -869, 4 -12 =- 430, 4-11 =137, 5 -11= -471, 6 -11 =137, 6 -10 =- 430, 8-10= -869 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 Ib uplift at joint 1, 576 Ib uplift at joint 12, 576 Ib uplift at joint 10 and 199 Ib uplift at joint 9. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5= -90.0, 5- 9= -90.0, 1- 12= -20.0, 11 -12= -20.0, 10 -11= -20.0, 9 -10= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5 =67.2, 5 -9 =67.2, 1 -12= -10.0, 11- 12= -10.0, 10 -11= -10.0, 9 -10= -10.0 Horz: 1- 5= -77.2, 5 -9 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5= -90.0, 5- 9= -30.0, 1- 12= -20.0, 11 -12= -20.0, 10 -11= -20.0, 9 -10= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5= -30,0, 5- 9= -90.0, 1- 12= -20.0, 11 -12= -20.0, 10- 11= -20.0, 9 -10= -20.0 GRIP 249/190 Job Truss Truss Type Qty Ply ARC6 CONST. 0013 4880 V16 ROOF TRUSS 1 1 Job Reference (optional) B4 russ CO7, Miami; F17 33155; William Campos 5.100 s Mar 252003 MiTeklfidusTri lnc T tau A OT 08:44:07 2004 Pr :: ` sl ' r to ` s " ¢s. :•X sue Plate O ff (X,Y) j3:O 3=6,6 3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 8 -0 -0 8 -0 -0 3x4 3.00 - 12 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 CSI TC 0.49 BC 0.14 WB 0.13 (Simplified) 2 REACTIONS (Ib /size) 1= 380/16 -0 -0, 3= 380/16 -0 -0, 4= 739/16 -0 -0 Max Uphft1=- 208(Ioad case 2), 3=- 208(Ioad case 2), 4=- 370(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-21, 2 -3 = -21 BOT CHORD 1 -4 =21, 3 -4 =21 WEBS 2- 4 = -603 4x5 5x6 16 -0 -0 16 -0 -0 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD OTHERS 2 X 4 SYP No.3 DEFL in (ioc) I /defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a 16 -0 -0 8 -0 -0 Sheathed or 6 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 Ib uplift at joint 1, 208 Ib uplift at joint 3 and 370 Ib uplift at joint 4. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2- 3= -90.0, 1- 3 = -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =67.7, 2 -3 =67.7, 1 -3= -10.0 Horz: 1 -2= -77.7, 2 -3 =77.7 3) 1st unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2- 3= -30.0, 1 -3= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -30.0, 2 -3= -90.0, 1- 3 = -20.0 PLATES MI120 Weight: 47 Ib 3x4 Scale = 1:25.5 GRIP 249/190 H LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Job Truss Truss Type Qty Ply ARCO CONST. 0014 4880 ! 1V20 ' ROOF TRUSS 1 1 1 Job Reference (optional) - Est Truss COT, Miami, FT 33155 Wiliam Campos 5100 Mar 25 20b3 MiTek Tdsiries, Inc. Thu W Of 0544:08 2004 Page T 1 3x6 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 10 - - 10 -0 -0 3.00112 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 3x4 9x12 MI118H- 2 REACTIONS (Ib /size) 1= 357/20 -0 -0, 3= 385/20 -0 -0, 4= 1075/20 -0 -0 Max Horz 1= 46(load case 1) Max Uplift1=- 196(load case 2), 3=- 201(load case 2), 4=- 589(load case 2) Max Grav1= 372(load case 3), 3=403(load case 4), 4= 1075(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =62, 2- 3 = -129 BOT CHORD 1 -5 =0, 4 -5 =46, 3-4 =46 WEBS 2- 4 = -886 2x4 20 -0 -0 20 -0 -0 CSI DEFL in (loc) Vdefl L/d TC 0.92 Vert(LL) n/a - n/a 999 BC 0.60 Vert(TL) n/a - n/a 999 WB 0.19 Horz(TL) 0.00 3 n/a n/a (Matrix) 20 -0 -0 10 -0 -0 NOTES 1 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft: TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 All plates are M1120 plates unless otherwise indicated. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 Ib uplift at joint 1, 201 Ib uplift at joint 3 and 589 Ib uplift at joint 4. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -3= -90.0, 1 -3= -20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =67.2, 2 -3 =67.2, 1- 3 = -10.0 Horz: 1 -2= -77.2, 2 -3 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2- 3= -30.0, 1 -3= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30.0, 2- 3= -90.0, 1 -3= -20.0 Scale: 3/8 " =11 mssRAMMANOIWOOMBIBIBMWOOMMEMBONNBNIMONNUMMOMOOMINOONNONMEMOONNOOMMOOMMONS 3x6 PLATES GRIP M1120 249/190 MI118H 195/188 Weight: 60 Ib BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. Tob 4880 B 1 rT uss CO Mr ami; FT 33155, WI iam Campos Truss V24 PTaTa OffseTs (X,Y) [T0 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 12 -0 -0 12 -0 -0 3.00 ! LOADING (psf) SPACING 2 -0 -0 TCLL 30.0 Pates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 /ANS195 I Truss Type Qty Ply - 1 ARCO CONS T. ROOF TRUSS I 1 1 Job Reference (optional) 51 00 s Mar 252003 MiTekIndus ries, Inc. T1 A Of 05:44:082004 ga e 1 CSI TC 0.34 BC 0.13 WB 0.12 (Matrix) 4x7 - 3 R ..... ,. L Ly.L S • � •.'y��. "r. y§ : S']� '1"': "'iS' -rS r '�r.'"• ". �-"S" yv S y ��• - -•� !y�S { -•!''....? tiI S' S • SSA .L.ititi fir.SS.�y SL .�•.'.'Z. ?`�.''�.' �`�i.'�i'1. •M ,� . y rs y •j. "'• N ti'.•��y�� ALL "r.41- Ly��S"��.3. •.34: � S �-�� ".'�'..��-❖S.S�SS�••.�':.•i' •.1•�..•�. S 3x4 ; 8 7 6 3x4 2x4 5x6 - 2x4 24-0 -0 24-0 -0 DEFL in (loc) Vdefl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 5 n/a n/a 24-0 -0 12 -0 -0 2x4 4 REACTIONS (lb /size) 1= 203/24-0 -0, 5= 203/24-0 -0, 7= 652/24 -0 -0, 8= 661/24-0 -0, 6= 661/24 -0 -0 Max Uplift1=- 101(load case 2), 5=- 101(load case 2), 7=- 289(load case 2), 8=- 372(load case 2), 6=- 372(load case 2) Max Grav1= 203(load case 1), 5= 203(load case 1), 7= 652(load case 1), 8= 685(Ioad case 3), 6= 685(load case 4) FORCES (Ib) First Load Case Only TOP CHORD 1 -2 =41, 2 -3 =45, 3- 4 = -86, 4 -5 = -64 BOT CHORD 1 -8 =21, 7 -8 =21, 6 -7 =21, 5 -6 =21 WEBS 3-7= -539, 2 -8= -522, 4-6= -522 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =1Oft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 1, 101 Ib uplift at joint 5, 289 Ib uplift at joint 7, 372 Ib uplift at joint 8 and 372 lb uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -90.0, 3 -5= -90.0, 1 -5= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =67.2, 3 -5 =67.2, 1 -5= -10.0 Horz: 1- 3= -77.2, 3 -5 =77.2 13) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3= -90.0, 3 -5= -30.0, 1 -5= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -30.0, 3 -5= -90.0, 1 -5= -20.0 PLATES MI120 Weight: 75 Ib BRACING TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Scale = 1:38. 5 GRIP 249/190 0015 "105 � T uss Truss Type Qty Ply ARCO CONST 0016 4880 V28 ROOF TRUSS 1 1 ' Job Reference (optional) - Est Ti --- u - s -- C0 MiamT, FE 33155, Wil it Campos 5100 s Mar 25 2003 MiTek fndustnes, Inc. TEA Of 0 &44:08 2004 Page 1 3x4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 14 - 0 - 0 14 -0 -0 "J� 1. �?� �� a s "" .'�'T.'!!!.':':' �:1..... 44 L' r 1 3 " 95 . ....:9!: gh&WAW A • •. � � ].A Y . SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANS195 12 2x4 I 3.00 - 12 11 CSI TC 0.48 BC 0.31 WB 0.15 (Matrix) 4x7 - 10 28 -0 -0 28 -0 -0 BRACING TOP CHORD BOT CHORD 9 3x4 - 2x4 I' 3x4 8 2x4 28 -0 -0 14-0 -0 DEFL in (loc) Vdefl L/d PLATES Vert(LL) n/a - n/a 999 M1120 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 7 n/a n/a Weight: 90 Ib Sheathed or 6 -0 -0 oc purlins, Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 1= 305/28 -0 -0, 10= 557/28 -0-0, 12= 827/28 -0-0, 8= 827/28 -0-0, 7= 305/28 -0 -0 Max Horz 1= 75(load case 2) Max Uplift 1=- 148(load case 2), 10=- 311(load case 2), 12=- 478(load case 2), 8=- 478(load case 2), 7=- 148(load case 2) Max Gray 1= 305(load case 1), 10= 557(load case 1), 12= 844(load case 3), = 844(load case 4), 7= 305(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =59, 2- 3 = -96, 3- 4 = -79, 4- 5 = -79, 5- 6 = -96, 6 -7 = -90 BOT CHORD 1 -12 =0, 11- 12 = -0, 10 -11 =0, 9 -10 =0, 8 -9 =23, 7 -8 =23 WEBS 4 -10= -474, 2- 12 = -638, 6- 8 = -638 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib uplift at joint 1, 311 Ib uplift at joint 10, 478 Ib uplift at joint 12, 478 Ib uplift at joint 8 and 148 Ib uplift at joint 7. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1- 4=- 90.0, 4-7= -90.0, 1 -7= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= 67.2, 4-7 =67.2, 1- 7 = -10.0 Horz: 1 -4=- 77.2, 4-7 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -4= -90.0, 4- 7= -30.0, 1 -7= -20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -30.0, 4- 7= -90.0, 1 -7= -20.0 Scale = 1:44. GRIP 3x4 249/190 This safety alert symbol is used attract your attention} PERSONAL SAFETY IS INVOLVED! When you see tills sym4oIi BECOME ALERT • HEED ITS MESSAGE; CAUTIONI; A CAUTION identifies safe operating practices a fndcateo unsafe conditions that could result in p4r injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as su periortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof or floor. These recommendations are based upon the collective experience of leading technical CAUTI Willie builder, b tildirigc'ont4actor Ii}censec , a contra t Ofi of ctot or pfection c4 _tractor=- is ad..;,, s d Obtairtanc read the entlydbookte eons= ' l ent e F 4c ommeridations fdt: Ff andl`ingt,ltt� £ • stain am & Era ing Met '1 Plato Connecte4 W oos# russas, 1' frbrn the Truss Plate institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. TRUSS STORAGE ! WARNING: Do not use damaged trusses. Frame 1 DANGER: A DANGER designates =condition where failure to follow instructions o heed warn. ing, will most likely. result in serio s personal injury or,death or damage to structures WARNING: A WARNING describe: a condition where failure to follow instructfdns couid (exult in severe personal injury or damage to strictures: TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising fromthe use, application or reliance onthe recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION :Alltemporar9bracing b drto fess Ihant;2x4 r Aiifconrjectiona Sitotild be made witf miniitturttoir � d. nails, "All t trussee essurned 2- orl- renter or"lessr All m ulti - ply trussesxshouid connected ` ii a4cor dance with design drawings prfor installation AUTLON* Trussesshould no o unloaded c n rough ter or' uneven s4rfoyces��vi►f1lch '0o4id aus e.darrage to tfte.truss Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless property braced. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. WARNING: Do not attach cables, chains, or hooks to the web members. or less IM EMU 60' or less Tag Line Approximately 1 /z truss length � a Approximately 1/2 truss length Truss spans less Spreader Bar MIUMMI Toe In Approximately 1/2 to V truss length Spreader Bar Toe In— 1st trU S ivf brpc groins, o1 1russe4 F�nd brace (£8) than 30'. Less than or equal to 60' Approximately 1/2 to i'a truss length Less than or equal to 60' Toe In [GROUND BRACING:BUILDING INTERIOR I Tag Line Toe In Tag Line Tag Line MECHANICAL .. INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. WARNING: Do not lift single trusses with spans greater than 30' by the peak. Frame 2 Backup ground stake Tag Line At or above mid - height Tag Line Strongback/ SpreaderBar 10' Approximately 73 to YI truss length Greater than 60' Approximately 73 to � truss length Strongback/ Spreader Bar 10' 10' Greater than 60' 1 CAUTION: Temporary bracing shown in thin summary sheet is adequate for the instal ationot trt4saes with Similar, configuratlona. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing ul accordanco With TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood, Tru,ses QSB e9, and in some cases determine that wider spacing is possible ;. . 'GROUND BRACING: BUILDING EXTERIOR , Ground brava V • diagonals (GOO j Note: 2nd floor shall have adequate capacity to support ground braces. 1st floor Top Chord Ground brace vertical (G8v) CAUTION: Ground bracing required for all installations. Blocking End Wall Driven ground stakes - Typical vertical attachment - Strut (ST) Ground Brace \ Verticals GBV) \� I Ground \ lxaca \\ 19t tiusa ot lateral 8.30) group o t ru End brace (E8) Typical horizontal tie member with multiple stakes (HT) Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 12 SP - Southern Pine SPF - Spruce- Pine -Fir 4 or greater TOP CHORD LATERAL BRACE SPACING(LBS) 7' 6' Up to 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMUM PITCH '. DIFFERENCE 2.5 3.0 3.0 5' TOP CHORD DIAGONAL BRACE SPACING (DB °S) [# trusses) SP /DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer All lateral braces lapped at least 2 trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD LATERAL BRACE SPACING(LBS) 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DB& j# trusses] SP /DF . SPF /HF 20 10 6 See a registered professional engineer 15 7 4 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. AtINING Faifure tof6itow theso [ ecommendst[onscouldresultin , _ severe personal « injuryor damagete trusses Or buildings 12 5 � — SP - Southern Fine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required PITCHED TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) (# trusses] SP /OF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer 1 LWEB MENIBEf PLANE 7Z - 1 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. [AF N Fail uret4fOlioWthesereco mme'ndations could result evero personat injury Or damage to trusses or Owl ings. r-- Permanent sP continuous te a, lateral bracing ° � as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at (east 2 trusses. BOTTOM CHORD PLANE] Cross bracing repeated at each end of the building and at 20' Intervals. SPAN' 1 MINIMUM DEPTH Up to 32' 39" Over 32' - 48' 42" Over 48' - 60' 48" Over 60' The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. TOP CHORD LATERAL BRACE SPACING (LB 6 ' 5 ' DF - Douglas Fir-Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir TOP CHORD DIAGONAL BRACE SPACING (DB [at trusses] SP /DE SPF /HF� 8' 16 10 6 4 See a registered professional engineer Alllaterat braces lapped at feast two trusses. 4x2 PARALLEL CHORD'TRUSS:TOP CHORD 1 4 2 End diagonals are essentl`al tor; '= stability and must be duplicated on both ends of the truss system. End diagonals are essential for stability and must be dup irate+ both ends of the truss system. Frame 5 2x4 /2x6 PARALLEL CHORD `TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 30yoe Trus ses Continuous Top Chord Lateral Brace Required Attachment Required 420 ' ( pg Tru sPr /ile 2'0.e. Continuous Top Chord Lateral Brace Required 10" or Greater 10' or Greater Attachment / Required 30" or greater WARNING: Failure to fellow thesorecommendations could result in severe personal injury or damage to trusses or buildings. All lateral braces lapped .-- at least two'. " - t russas. 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing, D(in) D /50 D(f1) 12" 1/4" 1' 24" 1/2" 2' 36' 3/4" 3' 48" 1" 4' 60" 1.1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96 2" 8' 108" 2" 9' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' SPAN Up to 24' Over 24' - 42' Over 42' - 54' 3/12 Over 54' See a re DF - Douglas Fir Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS Truss Depth D(in) Maximum Misplacement Diagonal brace also required on end verticals. PLUMB MINIMUM PITCH #'/4" 1 i 3/12 3/12 Lesser of D /50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. TOP CHORD TOP CHORD DIAGONAL BRACE LATERAL BRACE SPACING (D85) SPACING(Las) [# trusses) SP'DF SPF /HF 8' 17 12 7' 10 6 6' 6 4 istered professional engineer WARNING: Failureto follow these recommendations could result in severe personal injury or damage to trusses or buildings. WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 T ± Frame L(in) 12 - I 3 or / greater / Length L(in) 8• 8• Continuous Top Chord Lateral Brace Required Attachment Required t Lesser of L/200 or 2" 10' or Greater L(in) All lateral braces lapped at (east 2 trusses. BOW .. . L. t OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. 3X4 2x8 sTa ►EEL NT. VAX- 1 TOP CHORD CONNECTION. 7'0" JACKS - 4,10-0 NAILS 5'0' JACKS - 4,8 -0 NAILS 30' & 1'0" JACKS - 2,2 -D NAILS 1 3.e. rr,x 12 MIN. P - 2.5(� MAX. P - 6.5 3X4 OVERHANG ARIES I• MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 No.2 19 SP Webs 2X4 No.3 19 SP LOADING L (PSF) TOP 30 35 BOTTOM 0 10 SPACING : BOTTOM CHORD CONNECTION: 2,8-0 NAILS COMMON JACKS REACTION - SIZE 1- -9941 35 2- -388 L5 3 - -397 15 16.97 P 1 4x4 1-11-6 TPI -95 Cr1t. SP8C-95 STR. INCR. , 33 GRAM SY TAN CHECKED BY ! JAI REP. STRESS: NO 7'0" CORNER SET 2 tx4 2 3 9 -10 -12 CORNER JACK 1 OPTIONAL VERT. 4 -11 -8 MiTek Industries Inc. CORNER JACK COMMON JACK PARTIAL ROOF LAYOUT 2X3 3X4 •-1 3 4 NOTE THIS D:SIO• HAS BEEN OECKEO FOR )08 MPN ulls0 LOAD, ALL NT 78 FT MAX PROvIOE FOR UPLIFT AT BEARING VALL CONNECTIONS 968 US AT C@ei3N JACKS [ 598 L8S AT CORER JACK. 4,16-0 NAILS Pk►AREO Dr root OFSICE DOUBLE BEVEL CUT AT THE ENO OF TOP ANO BOTTOM CHORDS. f tat to, O� 16/A.,...04.071V08? SUPPOR11Na TRUSSES VALLEY TRUSSES • PARTIAL ROOF LAYOUT MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2ND 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No. 3 19 SP LOADING L (PS9 TOP 30 is BOTTOM 0 10 SPACING:24 In 0.C. STANDARD ROnF VALLEY DETAIL 12 pitch 4 to 7 Supporting Truss Volley trusses at 2' -0" o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of valley truss. TPI -92 Crit. SSBC -91 Revised: 7/7/94 STR. INCR.: 33% DRAWN BY: P.G. CHECKED BY: J.A.I. REP. STRESS:YES VALLEY AREA 2x3 (typ) Strop 0 48" o.c. see note (c) below NOTES: (a) Provide continuous bracing on verticols over 6' -3 ". Connect bracing to verticols w /2 -8d nails and bracing must be tied to fixed point at each end. (b) Max. spacing for vertical studs= 8' -0" On trusses with spans over 24' —O" the vertical should be spaced at 6' -0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strop at 4' -0" intervals w /4, 10d nails each side of strap. Max 100 mph wind speed, 15' -0" max wall height. MiTek Industries Inc. See note 5x6 spl. (typ) - p (typ) x 6 spl. t YP) Supporting trusses at 2' -0" o.c. max Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. PRF1'AREO BY IAIALM OF}lc£. 4x4 S- VAL -ADMC Approved for MiTek Industries Inc. Nailing Pattern T -Brace Size Nail Size Nail Spacing 1x4 10d 8" o.c. 2x4 16d 8" o.c. Note: Nail along entire length of T -Brace . (Each Ply) STANDARD' LATERAL WEB BRACING TRUSSES 0 24" O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING (PSF TOP BOTTOM S In O.C. TRUSSES 0 24" 0.C. TYP. T -BRACE SAME GRADE AS WEB NOTE: BRACE MUST BE 90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CON11NUOUS LATERAL BRACING. TPI -95 Crit. Revised: 2/6/97 STR. INCR.: DRAWN BY: G.L.N. CHECKED BY: J.A.I. REP. STRESS:YES LATERAL BRACING DETAIL 1 CI 0 f MiTek Industries Inc. • PREPARED BY IC/WI CPTKE 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. S- LAT- B.OwG Approved"" u §trio "'In T -Brace Size #Of Truss 1 1 2 Rows of Bracing Web Size 1 2 . 1 2 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 STANDARD' LATERAL WEB BRACING TRUSSES 0 24" O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING (PSF TOP BOTTOM S In O.C. TRUSSES 0 24" 0.C. TYP. T -BRACE SAME GRADE AS WEB NOTE: BRACE MUST BE 90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CON11NUOUS LATERAL BRACING. TPI -95 Crit. Revised: 2/6/97 STR. INCR.: DRAWN BY: G.L.N. CHECKED BY: J.A.I. REP. STRESS:YES LATERAL BRACING DETAIL 1 CI 0 f MiTek Industries Inc. • PREPARED BY IC/WI CPTKE 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. S- LAT- B.OwG Approved"" u §trio "'In BOUNDARY SURVEY Property Address: 1218 NE 101 STREET, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: The North 100.00 feet of Lot 5, Block 184 A, of "AMENDED PLAT OF TRACT 184 A MIAMI SHORES" according to the plat thereof as recorded in Plat Book 42 at Page 40 of the Public Records of Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17- 6FAC), is "Residential High R isk '. T he m inimum relative d istance a ccuracy for t his type o f b oundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact t he a ppropriate a uthority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 42 at Page 40 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 - 0093 -J -MARCH 2, 1994 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) ROBIN CONNEARNEY & LINDA SOOKMAN B.) C.) D.) SURVEYOR'S CERTIFICATE: 1 Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17-6, Florida Administrative Code. Field Date: May 8, 2003 Field Book: File Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAND S U R V E Y O R S , I N C. 6175 NW 153 STREET, SUITE 103, MIAMI LAKES, FLORIDA 33014 Phone: 305- 822 -6062 •• 305- 698 -9468 ** Fax: 305- 827 -9669 Page 1 of 2 1 R= 192.00' L =0.40' X00'07'10" No I.D. 0.20' O O 0 Ln FIP. 1/. O 0 CV 6 4 7' t • ROYAL POINT LAND SURVEYORS 6175 NW 153rd STREET SUITE 103 MIAMI LAKE FL. 33014 PHONE. 305- 822 -6062. FAX: 305- 827 -9669 0 00 N BOUNDARY SURVEY SCALE: 1" = 20' ASPHALT 10.1' LL, 0 U Z 0 U 7.15' 15.45' 15.55' CONC H O 0 H0 H O Lr0 LEGEND N.E. 101st (b r. STREET 15.35' 15.45' Z Y O Z c�J� Z S t=UU \ W EXISTING DRAIN FIELD J J - OH Overheod Wlre Line — // — Wood Fence x — Chain Link Fence Iron Fence 4 = Existing Elevations I =Catch Basin ® =Water Meter 'o, =Power Pole 20' PAVEMENT 100' R /W. 23.7' PARKWAY 15' SIDEWALK 99.60' TILE Q 34.25' 100.00' LOT 4, BLOCK 1 (PB 45 AT Pg 8) — PROPOSED 428 SF- — p— — — DRAIN FIEL�y_ 1 —STORY Res. # 1218 F.F. =10.7' 0 N co 0 10.40' NA/c X70' 1 oti \ LCD 00 Oti 17.40' o HO HO HO HO HO 1.25' VALLEY GUTTER 14.95 0 Ln o 16.50' CONC. 0 10.1' A/C 10.2' O O 0 Ln F. D.H. F.N. =Found Nail Conc. = Concrete FIR. =Found Iron Rebor U.E. = Utility Easement R= Radius FIP. =Found Iron Pipe /PirO,E. = Drainoge Easement A =Arc F.N &D =Found Noil & DisP.M.E.= Drainage Mointenanc Delta SIP /R =Set Iron Pin /Rebor Easement T= Tangent Page 2 of 2 e4/2;/2003 14:06 3056515610 2) 3) 4) �j 6) Owners Name: ra. v,1 r r Property Address: LEGAL DESCRIPTION OR FOLIO #: OOP( itOr Lct LL _ D�" Block 0'- d dot i _ thanec� as reco in Plat Book 4 at Page 449 of FIGr ca, TOP OF B {JTTOM FLOOR: Field Date' 4/200 3 p Gun, Troup ELEVATION CERTIFICATE TOP OF NEXT HIGHER FLOOR: ATTACHED GARAGE (at the door): GRADE ' DRAINFIELD AREA CROWN OF THE ROAD: MR C SEPTIC DRAIN CO - Ap205 c2/- _6/CVO accorcIng w the plat t.ne Public Racards ibf Cade County, SURVEYOR'S NOTES: N'.t \. rid w)1ho.e. tie signature and the original rased sea of a Flanda Licensed Sur. and Map;.Et Adcitons or rJalet Cn3 to this certificate by other than the signing party or parties are prohibitzd vi h ut wr;ttan :onsent of the signing pasty or p3ies, This Gertitic4te a ovation iS for the purpose of septic and drains repa andior construction. This certificate a!evation must not to use for the Ourccse of acquir:ny flood insurance E■eveticns are based on thrr National 3 y e:ic Vertical Datum of 1929. Floor Zone X 3ase Flood Ele... �-- as per Dade County, Florda, FfMA Panel mbar: 1205, - - J - MARCH 2, 1994 /a 1' do A 4 3. 1 ?' � � / � � < < C Pablo. .. ens P.B.M. €ern °ess anal SUrveyor & 1\46:prer State of Florida Reg No 5330 GUN GROUP, INC • 201 E 33'" STREET, HIALEAH, FLORIDA 33013 PI.ona 50S - 822 - 3062 • =ax' 306 -82'V -9368 • Caroar 305-3454764 Ur.■a :t : AAOL corn PAGE 01 1 54 Mr _YE3- QAViL,AN Consu'ting Eng;reers, inc sSBC N W 189 Tatruee Mani Lakes Fi 38018, Tei•(505) 928.5205 Unit/ Area serve 3: AHU -1 ITh_M SOLAR SHADE T. AREA N. Glass 37 x x 40 - NE, Blass 66 x x E. Glass 91 x x SE. Class 42 x x S, Glass 29 x x S. Gisss 42 x x W. Class 47 x x NW. Glass 34 x x Hor. (;lass x x T. Glass area = 176 Subtotal = ITEM Partition Roof Floor Ceiling TOTAL SENS. GT14 TOT. SENS. x 1.3 AT 13 48 13 t{EAT LOSS ITEM T. AREA Walls 885 x Roof 916 x Floor 916 x Class 176 x Vent.latiort y I , l xBTxQ3 1.1 x Partition 0 x TOTAL 25375.1 KW 7.4 U "T. AREA BTU,} 0.09 x 0 - 0.0 0.05 x 916 = 2193.4 0.4 x 916 = 4763.2 x = 0.0 Subtotal = 6952 24776 32209 Dtu/�{ r 32i Bt�.uNt AT 27 27 27 27 27 27 Btu/sr Kw Q= ARC1txVOL. /60 0.48 x 7786 Area A;C^' 916 Sq. *. Volume A/C= 915 x 8.5 Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. 0 12 0 12 0 112 13 x 0.3 x 0.05 x 0.4 x 1.1 x 62.288 X 0.09 31V /HR 1480 • 0 • 1092 0 = 348 = 0 ▪ 5264 = 0 0 8184 BJ i HR = 7168.5 / 60 = 62.288 = 7786 Cu. ft. 1236.6 9$92.8 5227.2 1850.0 0.0 JOB Ntme: Project No.: Fik N>,: Date: Calculated by: Checked by: ULM LET N. Wa l 11 NE. Wall 0 E. Wall 24 SE. Wall 0 S. Wall 17 SW. Wait 0 W. Will 24 NW. Wall 0 Knee wall T. Wall Area 815 Poople Kitchell Inti1. Vent. Miscellaneous CON'NJSOOKMAN RES. 03-vox ADD1 T1ON 07/11 /03 A.M R.G. BTU /Unit TO fAL 230 x 4 1203 x 0 1.1 xQxDT = 62.288 x TONS a 2.7 USE = 3 Tons C6n 1200 Sq,Ft./7 = 305,3 CFM /sq.tt = 1.3 U T. AREA Bm_tig x 0.3 x 131 = 550.2 x x _ 0,0 x 0.3 x 147 - 1058.4 x x z 0.0 x 0.3 x 141 = 719.1 x x 0.0 x 0.3 x 466 = 3355.2 x x = 0.0 x x 0.0 Subtotal • 5683 BTU!$ zs 920 = 0 16.5 = 1027.8 = 2000.0 Subtotal 3948 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION F!orida Department of Community Affairs Residential Whole Building Performance Method A Prcect Name: CONN 3OOKMAN_RES. Address: 1218 N.E. 101TH STREET City, State: MAMA SHORES, FL 00000- Owner NR. & MRS, GARCIA Climate Zone: South 1 . Rely constracticn or existing 2. Single family or maxi - amity 3, Nt,mber of units, if multi• farmiy 4. Number of Bedrooms 5. Is Ili a worst case? 6. Corkiidoned ll0Or area (1 7. Class arca & type a. Clear glass, default U -favor b. Default tint c. Labeled U or SHGC 8, Floor types a. Slab -On• G;ade Edge Insulation b, WA c. N/A 9, Walt types a. Concrete, Ott instil, Exterior b. WA c. N/A d. N/A c. N/A 10. Ceiling types H'ith (RBS) a. Under ,4ttic b. N/A c. N/A 11. Dects("RBS) a. Sup: Une. Ret: Con. A1-T: In :erior b. N/A Single Pane 176,0 ft' 0,0 ft' 0,0 R' Gips /Floor Area: 0.19 Addition Single family 2 No 916 ft' Double Plans 0.0 ft' 0.0 fl' 0.0 ft' R-0 0, 149.0(p) d Svp. R=6.0, 23.0 ft R-3 2, 88.5.0 ft' it=19.0, 916.0 ft ' - 1 / 'i I'rereb rtfy tha'tt e Wins and specifications covered bythi c icuiati yrrare in compliance with the Florida J '~,nergy Curls! t I(EAEDBY: 4r�t 4 / De TE: licerety certify that this buildirg, as designed, is in compliance with the Florida Energy Cote. OWN ER /AGENT: DATE: Total as -built points: 14467 Total base points: 15613 Builder Permitting Office: MIAMI Permit Number. Jurisdiction Number. 231000 12. Cooling systems a. Ce:tttal Unit b. NIA c. NIA 13 Hexing systems a. Eecttic Strip Cap: 34.2 kBtu'ir _ COP:1.00 _ b. N/A c.N/A 14. fiat water systems a. E''e t ie Resistance Cap: 50.0 gallons EF: 0.36 PT, b, N/A c. Con6erstion credits (141 Heat recovery, Solar DFTP- Dedicated heat pump) 15. HVAC xodits (CF- Ceiling fan, CV -Cross ventilation, HY -Whole house fan, PT•P- oWamenable Thermostat, Mx- C- Multizote coaling, MZ.- H- Muhizone heating) EnergyGaugel (Version: FLRCPB v3.30) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Cate. Before construction is compl3ted this tuiIding wlil be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: PASS Cap: 36.0 kBtuRu SCR: 12.00 BASIS AS- RuIL•r GLASS TYPES .18 X Conditioned X BSPM = Points Poor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points SInyle, Veer N 4 0 5.0 40.0 36.49 0.79 1146 1 SIngla, Clay 6 4.3 5.0 12.0 18.71 0.55 511 2 Sir,ie, Clear 9 4.3 5 0 12.0 66.33 0.50 479 8 Singe, Clear W 4.0 8.0 112.0 70.03 0.87 8252.9 As -Bunt Total: 176.0 7490.0 18 918,0 3210 6363.1 WALL. TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Ad.ace•it 0.0 0.00 0.0 Extenor 885.0 2.70 2389.3 Sato Total: 685.0 2399.5 Conc'et•, Int Ina, E�darlor As -Mitt Total: 3.2 916.0 2.63 IIb6A 2327.6 2327,6 DOOR TYPES Area X BSPM = Points Type Area X SPM i Points Adiacent 0.0 0.00 0.0 EXteckg 0.0 0.00 0.0 Total: 0.0 0.0 As -guilt Tctsf: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type (Rad. Barr.) R•Value Area X SPM X SCM = Points .._ under Attic 910.0 2.80 2564.5 Sass Total: 916.0 2564.8 Under Attic As -Soak Total: 19.0 918.0 3.72 X 0.70 915.0 2385.3 2965.3 FLOOR TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Slab 149.0(p) -20.0 .2980.0 Raised 0.0 0.00 0.0 Base Total: -2980.0 Slab-On-Grads Edge fr»u'atlon A.s•euU t Total: 0.0 149,00 -20.00 145.0 - 2980.0 2980.0 INFILTRATION Area X BSPM = Points Area X SPM $ Points 918.0 18.79 11211,5 916.0 15.19 17211.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 00000- Energyt3a4e3: DCA Fern 300A -2001 EnelyGauseVVFIaRES'2001 FLF:C?A v3.30 PERMIT # _ FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A • Details ADDRESS: 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 1 .O000- 24644.5 As•euiLT PERMIT # Summer Base Points: 24544.5 Summer As -Sullt Points: 28434.5 Total Summer X System = Coolirng Total X Cep X Duct X System X Credit al Cooling Points Multiplier Points Component Ralio Multiplier Mu`tfplIer Multiplier Points (DM x D9M x AHLJ) 29.34 3 1,000 (1 C41 x 1.165 x 0.00) 0 234 0.5'50 7789.1 0.4268 10470.7 28434.5 1.00 1.091 0.284 0.950 7789.1 EriwjyGo,.ge'N DCA Form 600A -2001 Ene^gyQ sus etiFaRE3'2031 FLRCPBv3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 00000• Er ergyGewe& DCA Form 80CA -2001 EreriOeviK►lDiFtaRES'2001 FI.RCPB 4.30 BASE AS -BUILT GLASS TYPES 18 X Cond!Coned X BWPM = Points Floor Area Overhang 1 Type/SC Omt Len Hgt Area X WPM X WOF = Pant .15 515.0 2.36 389.1 . Sfn2;4, Clear N 4.0 8.0 40.0 3.03 0,97 235.1 Single, Clear 5 4.0 3.0 12.0 4,77 1:07 31.1 Sinfls, Char 9 4.0 8.0 12.0 4.49 1.22 55.6 Sins's, Clear W 4.0 8 0 112.0 5.49 1.02 524,5 As -9uiit Total: 174.0 986.7 WALL TYPES Area X BWPM =Points Type R - Vak.e Area X WPM = Pants Adlaoent 0.0 0.00 0.0 Comet., [Mince, Exterior 3 2 363.0 1.17 1036.5 ExParior 888.0 0.80 531.0 Ilea• Tvtat: 664:0 441.0 A - 1111illt Total: 336.0 10385 DOOR TYPES Area X BWPM = Pants Type Area X WPM = Points .'•••.• 4111.1~dIRMIN~MIIIM71■1111■11111124111l A1acent 0. 0.00 0.0 Exterior 0.0 0.00 0.0 Bata Tom: 0.0 0.0 As -904 Total: 0.0 0.0 CEiLJNG TYPESAree X BWPM = Points Type (Rod. earr.) R Area X WPM X WCM = Points Una Arno 918.0 0.10 91.3 Under A010 19.0 916.0 0.14 X 0.88 109.0 aa• a'al: 916.0 � 1.6 A s- evit Total: : -_ 936.0 109.0 _..._ FLOOR TYPES Area X BWPM = Points Type R - VaILe Area X WPM = Points S ab 149.0(9) -2.1 -312.9 Slab•Or -Grads Edry4 Irt u.aPo, 0.0 149.0(p -2.10 -312.9 i Fused 0.0 0.00 0.0 Save Tntai: -312.9 As -atilt Total: 141.0 412.9 INFILTRATION Area X $WPM * Points Area X WPM = Points 915.0 -0.05 -55.0 913.0 -0.08 -48.0 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 00000• Er ergyGewe& DCA Form 80CA -2001 EreriOeviK►lDiFtaRES'2001 FI.RCPB 4.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS' 1216 N.E. 101TH STREET, MIAMI SHORES, FL, !)0000• EnergyGaJge o DCA font 600A -2001 EnergyGauq)$VFIaRES'2001 FI_RCP9 4.30 Winter Base Points: Total Winter X System Points Multiplier 643.9 0.8274 643,9 Heating Paints AS-BUILT PERMIT Winter As•Bullt Points: 1763.2 Total X Cep X Duct X System X Credit = Heating Component Ratio Multiplier Mutttplier Mui:;pl•.er Points (tiM x DSM x AHU) 1783 2 1,000 (1.058 x 1.137 x 0.41) 1A300 0.960 16302 1763.2 1.00 1.093 1.000 0.950 1830.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 121e N.E.101TH STREET, MIAMI SHORES, FL, 00000- WATER HEATING Number of X Muitipiler = Total Bedrooms 238®.00 4738,0 Tank EF Number of X Tank X Multiplier X Credit = Total Vc1urna EecIrooms Ratio Muitlplisr :O.0 0.sA 2 M-191:114 Total: A3- BUILT 1.00 2424 09 1.00 4449.2 COO Heating + Hot Water = Total Pants Points Points Points BASE 10471 404 CODE COMPLIANCE STATUS 4738 18613 7789 Er.ar y(04 4, DCA Fxn 600A -2001 EnargyCat VF1a2ES'2001 FLACPB J3 30 Cooling + Heating + Hot Water = Total Points Pants Points Points PASS 1830 PEWIT* AS-BUILT 4848 14467 FORM 600A -2001 Recessed Lighting Fixtures Itt- _etoryNot,ses — Azkiltonai Infllrt recta 3A - 22 OTHE PRESCRIPTIVE MEASURE3 (rt^ustt b* mr♦t or eisi avail r� fd * t la cOmPONENTS 5€_C_TL N _tR WM i NTS __ Water hears s —812.1 Comply with sffic;einey requirements in Table 8.12. Switch or cle circuit -- - I CK b:c-0akar �e( cj1c) or cutoff +may merited reQ r ` (ass) must to provided. External or boil -41 heat trap rrsqulrad. Swimming Pools & Spas ' 612,1 Spas 6 heated pools must have 0d...ors (except soli heated) Non-commercial pools must hr.* 3 pump timer. Gas spa & pool heaters must have a minimum thermal ___�.__ _._____..�_ etfcyytra�s. Shover heads (8121 t --__ �— _ —. _ —. _ ?W_ater flow must be__i_esti to lemon than 1.3 ginlons per at 80 P§K;, nt Air ClsLroutian Systems 610.1 Au dui s, ridings, tracheal cal equlpr,ert end p'enurn chambers shall be mach silicify attached, sealed, P.s. fated, and Installed in accordance with the criteria of $salon 610. 1______ Ducts h u wn:14.0ed attics: R-6 min. insttiaters C ontrols 001.1 Insulation 604.1, 502.1 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1218 N.E. 101TH STREET, MfAAll SHORES, FL, 8A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST gxtet Doors 606.1A13C,1.1_ Maximirr cf_ nysalt windowrlfa .n 15�! Ex'arior S Ad;acant Wails 6G8.1.At3C.1.2.1 Ca.*. gasket , v '� G1rWsQ.tt, Cool puss. , weettteestrp or seal between: windaysfdoors a frames, surrounding hall, foundation a wall 904 or silt plate; jo,nts between a 1eifor wai panels st corners; utility penetrations; between wall p l,j & top/bottom plates; between wets and `Moor. EXCEPTION' Frame walls where a continurous Infiltration Parr , 13 ,Detailed that extends r fr r, is ae&.. t the foundslion to the top m ate . FiedtS " EA1Tls SECTION REQlA37EMNT QRcHl'A�rlc>r °'_- qr window, �. � ..,..- c.Itinyt ." - - - - -- Sc., 2.3 t 808.1A6C.1.2 2 6 306.1..' 606.1 A6C.1 2.4 1 600.1..' BC�12, 806,1_ ABC.1.3 j FonetraticoSJOpenrngs' weird unless beck, by tans or)otnt members. EXCEPTION: Frame'foo; wt ni a contiruous inrittration barter is metalled that is sealed to the D�er a elr s and f ears . 1 6et.kieen wsJla & ceilings; penetrations of cearg plane of top moor, wound shafts, chases, *Wits, chimneys, castrate sealed to continuous air bawler gloe in gyp board & tap sate; f attic access, EXCEATiON: Frame ceps where a continuous hfi.tratio�t learner Is melees_ t st is sealed at. tbeAfia�etx at DengtratiGnLand s eams, �- Type IC rated with no penetrations, sealed; or Type IC or non-IC racec, Instated raids a sea'od box with 1/2'' d!earanet a 3" from insutatior, r,, or Type rated wth < 2.0 cfm from ruf ccotiod space, tested. 6 Air barrier on pelmets( of Poor etiqry between %o Exhaust fans ■.etrted to outdoors, campers; C r A ion air, Separate read seettssibie r^anu tlsr automatic :hermostat for each system, Ceilings -Min. R -19, Common warts- triers R -11 or CBS R -3 both sides. Common celitng & Hoare R -11. Energyau;e'' CCA Fpm 50CA-2001 EnergyGeucret/P ES'2001 FLF'.CPS v3 30 1.I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construdion or existing 2. Single family or multi - family 3 Number of cr its, if multi-famay 4 Number of Bedrooms 5, Is this a worst case? 6. Conditioned door area (IV) 7. Gliss area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHOC - single pare d. Tint/other SI-fGC - double pane 8. Floor types a. Stub -(M -Grade Edge Insulation b. N/A c. N/A 9, Wail types a. Concrete, lot Instil, Exten. r b. NIA c. N/A d. N/A e. N/A 10. Ceiling types with (RBS) a. Under Auic b. N/A c. N/A 11. Ducts(RBS) a. Sup: (Inc. Ret: Con. A1-1. Interior b. NIA BISIKennemaggsmansaum ESTIMATED ENERGY PERFORMANCE SCORE* a 85.2 The higher the store, the more ancient the bonne. MaillianammulininGSWISSIMEMI NR. & MRS. GARCIA, 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 00000- Singfo Parse 176.0 11 0.0 A' 0.0 ft' Addition 12. Cooling systems Single family , a. Central Unit 1 2 - b. N/A No 916 ft c. NIA Double Pane 0.3 fl' - 13. Heating systems 0.0 IV - a, EloAric Strip Cap: 34.2 kEtu/hr 0.0 fi' COP: 1,00 b. N.I. ` c. NIA 14. Riot water systems - a. Electric Resistance Cap: 50.0 gallons R =3.2, 885.0 ft' __ EF: 0.86 - b. N.'A R -0 0, 149.0(p) ft R =19, 0, 916.0 t1' M Sup. R= -6,0, 25.0 ft T e. Conservation credits (FR-Heat recovery, Solar GNP-Dedicated heat pump) 15. I-IVAC credits (CF- Ceiling fan, CV -Cross vent.;latiou, 14F- Wbo10 house fan, P r- Programmable Thermostat, MZ- C- Muitizone cooling, MZ -Fi Muhiaorn heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features wh:.ch will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Guilder Signature: Address of New Home: Date: City /FL Zip: Cape 36.0 kBtwfir _ SEER: 12.00 PT, 'NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 fc)r a US EPA/00E £nergySta designation), rots home may qual05' for energy efficiency mortgage (HEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638.1492 or see the Energy Gauge web site at www.fsea ucf edu fiyr information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8.50/487 -)824. EnergyGauge4D (Version: FLRC v3.30) FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Peiformance Method A Project Name: CONt1 8OOKMAN_RES. Address: 1218 N.E. 101TH STREET City, State: MIAMI SHORES, FL 00000- 1 Owner: NR. & MRS. GARCIA !` Climate Zone: South r 1. Ntw cpristuiticn or exiting 2. Single fancily or multi-Nally 3. Number of units, if multi -famiy 4. Nunber of 3edrQo(ns 5. Is :tis a worst case? 6. Conditioned Door area (ft') 7 Class arca & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Graac Edge In9uletion b. N/A e. N/A 9, Wall types a. Concrete, fat Instil, Exterior b. N/A c. N/A d. N/A e. N/A 14. Ceiling types with (RBS) a. Under .Attic b. N/A c. N/A 11. Ducts(R13S) a. Sup: Unc. Ret: Cum. AM: Interior b N/A Single Pane 176,0 ft' 0,0 ft' 0.0 a' AUdit:on Single family 1 2 No 916 0' Double Pane 0.0 ft' 0.0 0' 0.0 R' R-0.0, 149.0(p) R R -s 2, 885,0 R' w 2 =19.0, 916.0 t1' Sup. R =6.0, 23.0 a ,_ Total as -built points: 14467 Total base points: 15613 efeby certify that t e plans and specifications covered tirthis calcuiatjpn re in compliance with the Florida Energy Co .., PREP BY: /IA DATE: !hereby certify that this building, as designed, is in comp lance with the Florida Energy Code. OWNER/AGENT: DATE: Builder: Permitting Office: MIAMI Permit Number Jurisolotion Number: 231000 12. Cooling systems a. Cextrai Unit b. N/A e. N/A 13. Heating systems a. Eectzie Strip b. N/A e, N/A 14. 1-Lit Heta: sys:tma a. Electric Resistance b, N'A EnergyGat:geit (Version: FLRCPB v3.30) e. Cott6es 8tion credits (14t•Heet recoxery, Solar DH?- Dedicated heat pump) 15. HVAC aedits (CP- Ceding fan, CV -Cross uentU anon, HF•W6ole house an, PI- Programmable Thermostat, M2- C- Multizoae cooling, MZ•H•Multizone tearing) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is oompl. fed this IuiIding will be inspected for compliance with Section 553.908 Florida Statutes. , BUILDING OFFICIAL: DATE: PASS Cap: 36.0 kBtutir SEER: 12.00 Cap: 34,2 kEtJhr __ COP: 1.00 Cap: 50.0 gallons ET: 0.86 PT, — 1 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1213 N.E. 141TH STREET, MIAMI SHORES, FL, 00400- PERMIT *. Energy0aLi e3 DCA Forrn 500A•2001 EneryyGau. e>61FIatRES'2001 FLF;CPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points F'oorArea Overhang Type /SC Ornt Len list Area X SPM X SOF = Pointe .18 315,0 32.50 8355.5 9, Clear N 4 0 5.0 40.0 35.48 0.73 1148 1 Singlo, Clear E 4.0 8.0 12.0 78.71 0.85 811 2 SON4t, Char S 4.3 8 0 12.0 68.93 0.80 479 8 Sella, Clear W 4.3 8 0 112.0 70.83 0.37 8252 9 As -gult Total: 178.0 1490.0 WALL TYPES Area X BSPM = Points Type R - Value Area X SPM = Points A9;ace,t 0.0 0.00 0.0 Concrete, Int krsul, Exterior 3.2 633.0 2.83 2327.8 Exterior 855.0 2.70 2389.5 Base Tots!: 885.0 2389.5 As -8ullt Total: 984A 23271 ... ,�............. DOOR TYPES Area X BSPM a Points Type Area X SPM a Points Adjacent o.0 0.00 0.0 Exterkr 0.0 000 0.0 Bass Totei: 0.0 0.0 As -euIit Total: 9.0 0.0 CEILING TYPES Area X BSPM = Points Type (Red. Bart) R -Value Area X SPM X SCM = Points Uider Attic 918 0 2.80 2534.8 Under Attic 19.0 915.0 3, X 0.70 2385.3 Bass Total: 915.0 2544.8 As -Elutk Total. 915.0 2353.3 FLOOR TYPES Area X BSPM = Points Type -,. R Valt;e Area X SPM = Points set) 149.0( ,p) 20.0 •2960. 0 SIaDL`n -Grata Edge Ir»u'otlon .. 0.0 149.00 -20.00 0 - 2980.0 Raises 0.0 0.00 0.0 Bass Total: •2390.0 Aa-9uI4t Total: 149.7 •2980.0 INFILTRATION _ _ Area X BSPM = Points .. Area X SPM a Ponts 918.0 18.79 17211.3 918.0 18.79 17211.8 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1213 N.E. 141TH STREET, MIAMI SHORES, FL, 00400- PERMIT *. Energy0aLi e3 DCA Forrn 500A•2001 EneryyGau. e>61FIatRES'2001 FLF;CPB v3.30 FORM 000A-2001 SUMMER CALCULATIONS Residential Whole Building Perforrnance Method A - Details ADDRESS: 1218 N.E. 101TH STREET, MIAMI SHORES, FL, : EnergyGovje "' OCA Form 800A -2001 Total Summer X System - Cooling total X Points Multiplier Points Canponent 2 24544.5 0.4288 90470.7 26434.5 EMgyQovyet/FieRES'2O31 FLRCPBY3.30 Summer Base Points: 24644.5 Summer As -Built Points: As•Sulur PF.RMIT #: 28434.5 Cap X duct X System X Credit = CooUing Ratio Multiplier Multiplier Multiplier Points (OM x DSM x AK) 1,0C'O (1.C41 x 1.183 x 0.00) 0.234 D.250 7732.1 1.01) 1.091 0.284 0.960 7789.1 A BASE GLASS TYPES 13 X Cond!tioned X BWPM = Pointe Floor Area Type/SC Sing :4, Clear Sn9ie,Clear Sing "s, Crean Sings, Clear As -3uiit Total: Type A3.13UILY Overhang Omt Len Ngt Area X WPM X WOF Point n 4:0 e.0 44.0 4.03 0.97 2311 4 4.0 8.0 12.0 4.77 1,07 01.1 S 4.0 8.0 12.0 4.49 1.22 65.8 W 4.0 0 0 112.0 5.49 1.02 624,8 178.0 988.7 R - Vak:e Area X WPM = Points .1e 9110 2.38 3811 WALL TYPES Area X BWPM . Points Adiaecant 0,0 3.00 0.0 Edar{or 885.0 0.60 331.0 Sue Total: 885.0 651,0 Canorsts, In1 Ins. Exterior A -8 I t Totai: 3 2 5650 1.17 'E8.0 1035.5 1033.8 DOOR TYPES Area X BWPM = Points Type Area X WPM a: Pointe Adjacent 0.0 0.00 0.0 Ex error 0.0 0.00 0.0 Bees Total: 0.0 0.0 As -guilt Totai: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type (Rae. Harr.) R - Value Area X WPM X WCM = Point' Under Atti0 915.0 0.10 91.8 Bass Total: 418.0 91.8 Under Attio As- kilt Total: 19.0 918.0 0.14X 0.65 9180 109.0 109,0 FLOOR TYPES Area X BWPM = Popts Type R Valt.e Area X WPM = Pointe S'srb 149.0(p) -2.1 -312.9 Resod 0.0 0.00 0.0 Sass Total: _ 4111 3!ffion- Grske Edge Insu:atfon Ass- tk:UtTotal: 0.0 149.0(0 •2.10 1410 -312:9 412.9 INFILTRATION Area X BWPM ■ Points .ter --mow - a . - -.a Area X WPM = Points 918.0 -0 OS •55.0 M, �+y 418.0 A.08 •64.0 FORM 800A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS. 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 00000- PE RM I T Enargyjauger) DCA Form 800A•2001 Energy0avpu4NFlaP.ES'2001 FIRCPB 4.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1210 N.E. 101TH STREET, MIAMI SHORES, FL, )0000- Winter Base Points: 643,9 Total Winter X System = Heating Points Multiplier Points 643.9 0.6274 404.0 EraroyGauge " CCA Form 800A•2001 Er:erv(3ayse'FIaRE5'2901 FI.RCP$ V3.30 AS -BUILT PERMIT Vegoan• war Winter As-Built Points: 1763.2 Total X Cep X Duct X System X Credit s Heating Corr ponent Ratio Mult!pller Multiplier Mulapl!er Points (OM x OSM x ANU) 1763.2 1,000 (1.056 x 1.137 x 0.41) 1.900 0.960 1830.2 1763.2 1.00 1.093 1.000 0.950 1830.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1213 N.C.101TH STREET, MIAMI SHORES, FL, 00000- BASE WATER HEATING Nurrbet of X Multiplier = Taal Bedroom s 2 BASE Coo' i ng + Heating + Hot Water = Total Points Points Points Points 10471 404 4738 18613 2389,00 4738.7 Tank EF Number of X Tank X Multiplier X Credit = Total Volume Be rooms Ratio Multiplier 80.0 0.88 2 As-e1tOt TetL Erergyriaj +''' DCA Farm 600A-2001 EnsowCim, +FiaftES'2001 FLRCP843.30 AS•BUILT SIMISSOMMISISSISSINDSISS PERMIT #' 1.00 2424.09 1.00 4448.2 481e. CODE COMPLIANCE STATUS AS.BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 7789 1830 4848 14467 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS, 1218 N.E. 101TH S"ff1EV MIAMI 00000 PERMIT #7 .--- __ .,... 1 ..r s,..�... MI SHORES" FL, 8A•21 INFILTRATION REDUCTION COMPL/ANCE CHECKLIST "`� awlPOtti vTs _�__- 3 criotti �;� f� ...o.. __- 4 EM ENTs �4rf �Acl+ TIC€ - � --- ior w'Verne 3 Door 606 1 ABC,1 1 Maxirt'1�m_,3 c — — —_..L ;ECK Extetror & Ad ;ecer�t Walls �rksl,ft. wrndOw Wee' . �1r°�y, aft. 6o0f stem. 846.1.A8C.1.2.1 t Caxulk, gasket, wettierstrp or seal between: windows/doors 3 frames, sunourelog walk roundetlon & well eo'a or slit pals; jo:rs between exterior wa 1 panels at minors; utility oenear*idle; between snail melt; & top/bottom plates; between wells seed floor. XCEPT!ON: Frame wars where a cordhuoJs infiltration 7a +r:er is lnstsl ed that extends Floors bore, and is ae etl to, the fourx:s ;o yetoo 011ste. a08.1.At3C 1 2.2 Pen*Vaticns/openings stir sea45d ur backed by truss or joint members, EXCEPTION! Frarr,e 9oors where a continuous I iflrs ant barter is installed is stated ___ _ __! to the _',ra _ e perirreter,sentions Ceilings V _ 303.1 At3C.1.2.3 i Between wars ceilings: pen�� seams. _ _ _` __ __._ _ st rions of coif rg plane W top flbar; mire shafts. chases, sena, Chin net's, cibirerts sealed to continuous air berr'ert B #s in gyp board & top pate; i 'tic access. EXCEPTION: Frame ceilings wheel e continuous irdirtration bar': sr Is _J installed ttt*4 seated the2rrla'eter, alpenstretitr and sown, __ Recessed L.gi'ting Fixtures 606.1 ABC.1.2,t f Type iC reed with to penetration, sealed: or type IC or non -IC rend. Instaisd Inside it sealed box with 1/2" clearance d 3" Porn in1/44.1-1i0r11 x Type IC rested with 2.0 c1m from ltiona i Vac*, tested, McIG 6tOrr�Hc±usas 606.1.1!9C.1_2.b Air br f alel on perfloor tii� n eter of floor ce betwee �_. __ __ _ Additions Infiit tea a — 308.1 ABC -1.3 Exhaust ( Lus vented to ootdocus. - -- - have ion air 6_ Z ,...�. PRESCRIPTIVE MEASURES ( ,Ibs mat of ®YCSe b tel ra ;Iran CONtnNENr9 SECT!i�N i RE.:1 I4041_� �"' �.a ._____ ■ A'3ter Heaters 4SF CK Swimming Pools 3 Spas Shower r eaos _ -- Air Distgbution Systems 912.1 612.1 HVAC Controls 60r.1 604.1, 502.1 rsutation Er,ergyCau;e `" DCA Form, 600A -2001 Comply with efficency requirements in Table 6-12. Swath or clearly marled circuit ts eaksr ;elxirhlar cutoff (a)_ rt st be pro/Idol. External or tx;" •in heat ►rep recuir©d ' Spas 3 heated pods must have covers (except salt heated) yon -commerciel pi must have a pump Iirrer. Gas spa & pocl heaters must hate a ruin rnum thermal ;Nicene)/ TEN. a121 __Oyetes flow must be restrkted to_112more that 2.0 askes per +unut * BOP 610.1 Alt d'vo1s, fitt,ngs, mechan squiprtert end p ei urn chambers shall be meohenically &niched, sealed, Ireuiated, and Insisted in ac0ordancewith fYs on el or:*ciion 610. Ducts in unoonddione4 attics: R-0 nwt insttlatipn aspirate reedikactessble mane or autornatio :herrnosnt for oath sy3t -.m Ceilings- Min. -19. Common Tats- izrarre R -11 or C3$ R -3 both aides. Common ceiling & !fops R•11. EnerrflyGwx, FIaRES'2001 FLF CI O Y3.30 I oifi ENERGY PERFORMANCE LEVEL DISPLAY CARD (EPL) 1. New construction or existing 2. Single faintly or meld- ^amity 3 Nurr:bcr of units, if multi-family 4.. Number of Bedrooms 5, Is this a worst case? 6. Conditioned OE r area (ft') 7. Glass area & type a. Clear • single pane b. Clear - double pane c. Tint/other SHGC - single pane d. T ntJother SHGC • double pane 8. floor types a. Slab -Ors -Grade Edge insulation b. N/A c. N/A 9. Wall types a. Concrete, Iat besot, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types with CABS) a. Under Attic b. N/A c. N/A 11. Ducts(RBS) a. Sup', Unc. Rel. Con. A1-1: Interior b, N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the bonne. NR. & MRS. GARCIA, 1218 N.E. 101TH STREET, MIAMI SHORES, FL, 00000- Single Pare 176,0 n 0.0 !1' 0.0 IV Addition _ 12. Cooling systems Single family T a. Central Unit Cap: 36.0 kEt 1 — SEER: 12.00 r 2 b. 1 /A — No 916 l% c. N/A Double Paste 0.0 A _ 13. Heating systems 0.0 Re a. E{e- tric Strip Cap: 34.2 kt3tu/hr 0.0 ti= COP: 1,00 b. NM, _ Rtl0.0, 149.0(p) ft _ R =3.2, 885.0 ft' R19.0,916.0ft µ Sup. R - -6.0, 25.0 ft W c. NSA 14. I lot weer systems a. Electric Resistance b. N/A c. Conservation credits (FR•Fleat recovery, Solar C Dedicated heat pump) 1 5, li''A,C credits (CF- Ceiling fan, CV-Cross ventilation, HF•'Wholo house fan, P'T- Progra-nrnab'e 'Thermostat, 1./Z•C- MuJtizone cooling, beZ -H -Multi one heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be instilled (or exceeded) in this home before final inspection. Otherwise, a new EFL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Horne: City /FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86Ar a US EPA /DOE EnergyStd?" designation), Your horse may qualify for energy ef mortgage (HEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec,uct edu for irsfbrmation and a list of certified Raters. For information ;shout Florida's Energy Efficiency Code For Building Construction, contact the Departrnent of Cornmunity Affairs at 8.50/487 - 1824. EnergyGaugetiO (Version: FLRCPB v3.30) Cap: 50.0 gallons EF: 0.86 CONNEARNEY /SOOKMAN RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 2,393 S.F. INCLUDING GARAGE PROPOSED USE: RESIDENTIAL 2,705 S.F. INCLUDING GARAGE GROSS LOT AREA: 99.60' X 100.00'= 9,960 S.F. DATA EXISTING EAST SIDE SETBACK SOUTH FRONT SETBACK NORTH REAR SETBACK WEST SIDE SETBACK BUILDING HEIGHT ROOF LANDSCAPE AREA CONCRETE /ASPHALT AREA LEGEND EXISTING WALL NEW EXTERIOR 8" WALL NEW METER W /UNDERGROUND SERVICE 0 0 0 0 n 10 -1" 15' -10" 26'-6" 9' -11" 15' -0" 6,676 S.F 820 S.F 5/8" INTERIOR GRADE DRYWALL WALL 1) MASTER BEDROOM (273 S.F.) 2) NEW BATHROOM W /WALK IN CLOSET AT EXISTING MASTER BEDROOM LOCATION 3) NEW UTILITY ROOM ADDITION (39 S.F.) 4) NEW OVERHANG ROOF AT FRONT ENTRANCE (73 S.F.) r` -i SCOPE OF WORK 224 S.F PROPOSED EXISTING EXISTING EXISTING EXISTING EXISTING 6,435 S.F. EXISTING 3,178 S.F SE TI ELEV. 99.60' DR FIELD ELEV. 99.60' EXIST. SIDEALK EXIST. PARKWAY THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION P 0 OSE OOF S SCALE: 1 /1 6" TANK +8.7' NGVD 8-7' NGVD LEGAL Di- SCRIPTIO\ LOT THE NORTH 100 FEET OF LOT No 5 BLOCK 184 -4A SUBDIVISION AMENDED PALT OF TRACT 184 -A SECTION B MIAMI SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No 42 AT PAGE No 40 PUBLIC RECORDS OF DADE COUNTY, FLORIDA. DATE SEPT. 19 1972 FOR A.W. PHILPOTT. ti k EXIST. BEDROOM ELEV. +8.2' NGVD E. 101ST. STREET OCA MA O SCALE: 1 " = 1 00 E 1 _ 0 " N.E. 1 01ST. STREET EXIST. SEPTIC TANK & DRAIN FELD TO BE REMOVED 0 0 0 0 AN ON FUTURE POOL - EXIST. METER TO BE RELOCATED EXISTING WATER METER w z NEW 3' 0" DOUBLE OCKET DOORS A R�COCATED COMP. #2 RELOCATED A/C COMP. NEW FAN UNIT TO REPLACE EXISTING # REMOVE EXIST. WALL FOR NEW DOOR 12' -6" NEW METER W /UNDERGROUND SERVICE 10' -1" RIM DIN(; SFTRACK 1 01. CO 3 S -3 15 -10" 0 0 0 0 NEW 2' -0 "HT X 10' -0 "W HIGH WINDOW 103 NEW 273 S.F. MASTER BEDROOM ELEV. +11.3' NGVD NEW u BATS/ � 6 4 OD, r 102 NEW WALK -IN CLOSET 101 EXIST. BEDROOM L_ L . 26' DRAIN FIELD 429 S.F. 18'1 ELEV. 0 SEPTIC 1 DRAIN FIELD ELEV. +8.7' NGVD 3,178 S.F (EXIST. SLOPED ROOF) + 224 S.F. (PROPOSED FLAT ROOF) = 3,402 S.E. (TOTAL ROOF) X .15% (PERCENTAGE ALLOWABLE) = 510 S.F. MAX. ALLOWABLE A NK +8.7 NGVD z 0 -I 0 0 49' -1" 16' -2" BLOCK UP EXIST. OPENING 101 EXISTING FAMILY ROOM ELEV. +10.7' NGVD EXIST. 7" STEP DOWN 101 EXISTING DINNING ROOM REMOVE EXIST. DOOR & WALL NEW 2' -0 "WIDE X9' -0" LONG ISLAND WITH CABINTE BELOW NEW DOOR EXISTING LIVING ROOM ELEV. +11.3' NGVD \\R \ 0 2 \ 108 \ H NEW ENTR ELEV. +1 73 S.F EXIST. SIDEWALK W /NEW STONE PAVERS PANTRY 1 � A / CT. 80' A EXISTING SEPTIC TANK AND DRAIN FIELD TO BE REMOVED 15' 106 „ NEW OVERHANG 1 ROOF AT RAISED PATIO NEW PATIC ELEV. +10.1' NGVD 107 EXIST. SLA TO BE REMOV D L J 0 EXIST. METER TO BE RELOCATED 0 r DW DOOR TO BE REMOVE 3' 1 2' 3' HOOD ABOVE NEW KITCHEN ELEV. +11.3' NGVD EXIST. PATIO WITH NEW STONE PAVERS NEW COLUMN AND 24" HT. WALLS BOTH SIDES W /3' -0" RADIUS CURVE 1 NEB STE 7" DOWN NEW DOOR hoil EXIST. BEDROOM r BLOCK UP EXIST. DOOR FINISH TO MATCH L_ 1 PANTRY NE ADDITION ol k UTILITY ROOM ELEV. +11.3' NGVD 39 S.F 1 D W EXIST. CL05ET -J EXISTIN BAT [1 011 FUTURE POOL NEW DOOR SIDEWALK ELEV. +9.5' NGVD EXIST. GARAGE ELEV. +8.83' NGVD 101 --)ROPOSED OOR P SCALE: 1 /4" = 1 , _ o ►- 2 � cc: _ —1— 9'-1 1" R1111 DIN(; SFTRACK \ Q to Q w wJl J fY L co Q < - N O U U f a Qa -1213 z N < N O Lt� li . . ®p II fl �- CI i; cr) 0 u 0 0 0 V) Li 00 < L 1 LLfi Z z Z � Z 0 0 O- w 0 0 E V-- Z 00_10 I..L1 Q V) _I f O <LI a- Q0Z 0 o_ v) DRAWN M.M. H ECKED M'.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO. 03 SH EET w i A 1 OF 3 SHEETS t 1 • • .. • 99.6O' 100' 100' 100' 161' ' 6 \ 4 3 2 1 in \ rn 177.33' 100' 100' 100' 100' 161' CONNEARNEY /SOOKMAN RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 2,393 S.F. INCLUDING GARAGE PROPOSED USE: RESIDENTIAL 2,705 S.F. INCLUDING GARAGE GROSS LOT AREA: 99.60' X 100.00'= 9,960 S.F. DATA EXISTING EAST SIDE SETBACK SOUTH FRONT SETBACK NORTH REAR SETBACK WEST SIDE SETBACK BUILDING HEIGHT ROOF LANDSCAPE AREA CONCRETE /ASPHALT AREA LEGEND EXISTING WALL NEW EXTERIOR 8" WALL NEW METER W /UNDERGROUND SERVICE 0 0 0 0 n 10 -1" 15' -10" 26'-6" 9' -11" 15' -0" 6,676 S.F 820 S.F 5/8" INTERIOR GRADE DRYWALL WALL 1) MASTER BEDROOM (273 S.F.) 2) NEW BATHROOM W /WALK IN CLOSET AT EXISTING MASTER BEDROOM LOCATION 3) NEW UTILITY ROOM ADDITION (39 S.F.) 4) NEW OVERHANG ROOF AT FRONT ENTRANCE (73 S.F.) r` -i SCOPE OF WORK 224 S.F PROPOSED EXISTING EXISTING EXISTING EXISTING EXISTING 6,435 S.F. EXISTING 3,178 S.F SE TI ELEV. 99.60' DR FIELD ELEV. 99.60' EXIST. SIDEALK EXIST. PARKWAY THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION P 0 OSE OOF S SCALE: 1 /1 6" TANK +8.7' NGVD 8-7' NGVD LEGAL Di- SCRIPTIO\ LOT THE NORTH 100 FEET OF LOT No 5 BLOCK 184 -4A SUBDIVISION AMENDED PALT OF TRACT 184 -A SECTION B MIAMI SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No 42 AT PAGE No 40 PUBLIC RECORDS OF DADE COUNTY, FLORIDA. DATE SEPT. 19 1972 FOR A.W. PHILPOTT. ti k EXIST. BEDROOM ELEV. +8.2' NGVD E. 101ST. STREET OCA MA O SCALE: 1 " = 1 00 E 1 _ 0 " N.E. 1 01ST. STREET EXIST. SEPTIC TANK & DRAIN FELD TO BE REMOVED 0 0 0 0 AN ON FUTURE POOL - EXIST. METER TO BE RELOCATED EXISTING WATER METER w z NEW 3' 0" DOUBLE OCKET DOORS A R�COCATED COMP. #2 RELOCATED A/C COMP. NEW FAN UNIT TO REPLACE EXISTING # REMOVE EXIST. WALL FOR NEW DOOR 12' -6" NEW METER W /UNDERGROUND SERVICE 10' -1" RIM DIN(; SFTRACK 1 01. CO 3 S -3 15 -10" 0 0 0 0 NEW 2' -0 "HT X 10' -0 "W HIGH WINDOW 103 NEW 273 S.F. MASTER BEDROOM ELEV. +11.3' NGVD NEW u BATS/ � 6 4 OD, r 102 NEW WALK -IN CLOSET 101 EXIST. BEDROOM L_ L . 26' DRAIN FIELD 429 S.F. 18'1 ELEV. 0 SEPTIC 1 DRAIN FIELD ELEV. +8.7' NGVD 3,178 S.F (EXIST. SLOPED ROOF) + 224 S.F. (PROPOSED FLAT ROOF) = 3,402 S.E. (TOTAL ROOF) X .15% (PERCENTAGE ALLOWABLE) = 510 S.F. MAX. ALLOWABLE A NK +8.7 NGVD z 0 -I 0 0 49' -1" 16' -2" BLOCK UP EXIST. OPENING 101 EXISTING FAMILY ROOM ELEV. +10.7' NGVD EXIST. 7" STEP DOWN 101 EXISTING DINNING ROOM REMOVE EXIST. DOOR & WALL NEW 2' -0 "WIDE X9' -0" LONG ISLAND WITH CABINTE BELOW NEW DOOR EXISTING LIVING ROOM ELEV. +11.3' NGVD \\R \ 0 2 \ 108 \ H NEW ENTR ELEV. +1 73 S.F EXIST. SIDEWALK W /NEW STONE PAVERS PANTRY 1 � A / CT. 80' A EXISTING SEPTIC TANK AND DRAIN FIELD TO BE REMOVED 15' 106 „ NEW OVERHANG 1 ROOF AT RAISED PATIO NEW PATIC ELEV. +10.1' NGVD 107 EXIST. SLA TO BE REMOV D L J 0 EXIST. METER TO BE RELOCATED 0 r DW DOOR TO BE REMOVE 3' 1 2' 3' HOOD ABOVE NEW KITCHEN ELEV. +11.3' NGVD EXIST. PATIO WITH NEW STONE PAVERS NEW COLUMN AND 24" HT. WALLS BOTH SIDES W /3' -0" RADIUS CURVE 1 NEB STE 7" DOWN NEW DOOR hoil EXIST. BEDROOM r BLOCK UP EXIST. DOOR FINISH TO MATCH L_ 1 PANTRY NE ADDITION ol k UTILITY ROOM ELEV. +11.3' NGVD 39 S.F 1 D W EXIST. CL05ET -J EXISTIN BAT [1 011 FUTURE POOL NEW DOOR SIDEWALK ELEV. +9.5' NGVD EXIST. GARAGE ELEV. +8.83' NGVD 101 --)ROPOSED OOR P SCALE: 1 /4" = 1 , _ o ►- 2 � cc: _ —1— 9'-1 1" R1111 DIN(; SFTRACK \ Q to Q w wJl J fY L co Q < - N O U U f a Qa -1213 z N < N O Lt� li . . ®p II fl �- CI i; cr) 0 u 0 0 0 V) Li 00 < L 1 LLfi Z z Z � Z 0 0 O- w 0 0 E V-- Z 00_10 I..L1 Q V) _I f O <LI a- Q0Z 0 o_ v) DRAWN M.M. H ECKED M'.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO. 03 SH EET w i A 1 OF 3 SHEETS t 1 • • .. • - 6 177.33' \.6\ \ \ 100' 4 100' 100' 3 100' 100' 2 100' 161' 1 r) M 161' 100' +8.7" NGVD A 7 -30 -03 EXIST. SIDEALK EXIST. PARKWAY EXIST. SIDEWALK TO BE REMOVED FOR INSTALLATION OF NEW SEPTIC TANK NEW STONE PAVER WALK WAY SET IN SAND TO BE INSTALLED POCKET I STI N BAT. NEW 2' -0 "HT X 10' -0 "W HIGH WINDOW FUTURE BUILT IN CABINETS NEW BAT /i ii/ iii •ii// EXIST. BEDROOM SEPTIC 1 ELEV. +8.7 0 DRAIN FIELD ELEV. +8.7' NGVD REMOVE EXIST. DOOR & WALL NEW 2' -0 "WIDE X9' -0" LONG ISLAND WITH CABINTE BELOW BLOCK UP EXIST. OPENING EXIST. 7" STEP DOWN EXISTING DINNING ROOM NEW DOOR 0 NEW EN R ELEV. +10. 73 S.F PANTRY HOOD ABOVE A 7 -8 -03 A 7 -30 -03 NEW I OVERHANG ROOF AT RAISED PATIO t k NEW PATIC1 ELEV. +10.11' NGVD I EXIST. SLA 1 BE REMOV D EXIST. SIDEWALK TO BE REMOVED FOR INSTALLATION OF NEW SEPTIC TANK NEW STONE PAVER WALK WAY SET IN SAND TO BE INSTALLED EXIST. METER TO BE RELOCATED EXIST. PATIO WITH NEW STONE PAVERS NEW COLUMN AND 24" HT. WALLS BOTH SIDES W /3' -0" RADIUS CURVE PANTRY ��..�\. ADDITIO NEW - DOOR EXIST. BEDROOM BLOCK UP EXIST. DOOR FINISH TO MATCH NEW DOOR .vc. / c f CONNEARNEY /SOOKMAN RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 2,393 S.F. PROPOSED USE: RESIDENTIAL 2,705 S.F. GROSS LOT AREA: 99.60' X 100.00'= 9,960 S.F. DATA EAST SIDE SETBACK SOUTH FRONT SETBACK NORTH REAR SETBACK WEST SIDE SETBACK BUILDING HEIGHT ROOF LANDSCAPE AREA CONCRETE /ASPHALT AREA r n 1 . ) t LEGEND 177 1/4 Z% EXISTING WALL NEW EXTERIOR 8" WALL NEW METER W /UNDERGROUND SERVICE n EXISTING 10 -1" 15' -10" 26'- 6" 9' -11" 15'-0" 6,676 S.F 820 S.F 5/8" INTERIOR GRADE DRYWALL WALL SCOPE OF WORK 1) MASTER BEDROOM (273 S.F.) 2) NEW BATHROOM W /WALK IN CLOSET AT EXISTING MASTER BEDROOM LOCATION 3) NEW UTILITY ROOM ADDITION (39 S.F.) 4) NEW OVERHANG ROOF AT FRONT ENTRANCE (73 S.F.) INCLUDING GARAGE INCLUDING GARAGE PROPOSED EXISTING EXISTING EXISTING EXISTING EXISTING 6,435 S.F. EXISTING 99.60' T_ t EXIST. BEDROOM ELEV. +8.2' NGVD \.E. 101ST. STREET PII ROOF S L LEGAL 3FSCRIPTIO\ SCALE: 1/1 6 " -1 _0" LOT THE NORTH 100 FEET OF LOT No 5 BLOCK 184 -4A SUBDIVISION AMENDED PALT OF TRACT 184 -A SECTION B MIAMI SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No 42 AT PAGE No 40 PUBLIC RECORDS OF DADE COUNTY, FLORIDA. DATE SEPT. 19 1972 FOR A.W. PHILPOTT. 4' • E P N.E. 1 01 ST. STREET ACA AP SCALE: 1" 0 0 O 0 EXIST. SEPTIC TANK & DRAIN FIELD TO BE REMOVED THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION A N w w z ON 1 00' FUTURE POOL EXIST. METER TO BE RELOCATED EXISTING WATER METER NEW 3 DOUBLE DOORS A R LOCATED COMP. #2 RELOCATED A/C COMP. NEW FAN UNIT To REPLACE EXISTING NEW METER W /UNDERGROUND SERVICE REMOVE EXIST. WALL FOR NEW DOOR ° 12' 10 - 1" RUII DING SF DRAIN FIELD 429 S.F. 3,178 S.F (EXIST. SLOPED ROOF) + 224 S.F. (PROPOSED FLAT ROOF) = 3,402 S.F. (TOTAL ROOF) X .15% (PERCENTAGE ALLOWABLE) = 510 S.F. MAX. ALLOWABLE 49' - 1" EXISTING SEPTIC TANK AND DRAIN FIELD TO BE REMOVED 7" DOWN r I L I L_ FUTURE POOL db SIDEWALK ELEV. +9.5' NGVD P OPOSED 00 SCALE: 1 / 9, RIJil DING SFTRARK J OWNER SUBMISSION 5 -9 -03 REVISIONS REVISION A 7 - 8 - 03 REVISION ® 7 -30 -03 B Y O z ICI - IL�II fl QO c •••• . . • • J O III (..n °11 00 7 Y D 1I Z a_ 0 Ow0 -J v0 V- Z N� o0J 0 L.LJ Q V) JCC L.J Q 0_OZ 0 CC wW CL. J O V) 111' 0 0 CHECKED M.A.C. DA 4 -28 -03 SCALE AS SHOWN JOB NO. 03 DRAWN M.M. 1 • • 1 AR NE NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN NEW BACKER ROD AND SEALENT NEW 5/8" S CCO TO MATCH EXI TING SCALE: 3 "= 1 ' -O" /2\ DE SCALE: 3"= l '-0" NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE STUCCO FIN. TO MATCH EXIST. NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON © 12" O.0 OL L NEW 1 /2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS NEW 5/8" STUC MATCH EXIS I G CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. DATA @_ S SCALE: r it L 3 „ 1 ' -O " CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. EAD BLOCK UP WITH ,oy6 STUCCO FINISH 8 "X8" CONC. W/1 #5'S DOWEL MIN. 6" INTO FOOTING AND CONC. HEADER CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON © 12" 0.0 NEW 1/8" VLA'S NEW MARBLE BSI LL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON © 12" U:L; "x8" CONC. W/1 #5's ■v;N. 6" PENETRATION INTO JAMB CONC. BOTH SIDES LL EAS SCALE: DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 i/ " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DEIAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, NEW ROOF UNDER SEPARATE PERMIT 4 1 NEW FASCIA EVA 0 " EXIST. WINDOW TO REMAIN So., Fcr .- AREA OF NEW WORK ROOF 0" PEAK 0 10 -0 0'- 0 2' -O" TOP OF BEAM FINISH FLOOR GRADE NEW 3'- 0 "X6' -8" DOOR SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SE I IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1-72. AND CS -72. I• 4 NEW OVERHANG © FRONT DOOR AREA OF NEW WORK 3 -5 5 0� � NEW FRENCH DOOR FINISH SELECTED BY OWNER EXIST. WINDOWS TO REMAIN NO AREA OF NEW WORK NEW ROOF -`S' ) 9 �,� �. ,rl ,5k UNDER SEPARAT � PERMIT ( 1 OUT SCALE: 1 SCALE: 1 /4" / 4 " NEW DOORS 1 1 5 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS-Al -H CLASS 11 SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. RADIUS AREA BOTH SIDES EXIST. WINDOW AND GARAGE DOOR TO REMAIN EVA SCALE: 1 /4" 1 5 0 " EV ON J , 1 1 stiAt (S ROOF 13' -0" PEAK 8 ' -6 „ �t- CD 2' -0" 0' -0" GRADE ROOF 14' -6" PEAK co 10' - 0" 0 2' -0" 0'-0" ON TOP OF BEAM FINISH FLOOR TOP OF BEAM FINISH FLOOR GRADE n 3 4 .� 3 - 4...7 AREA OF NEW WORK 1 0' 0" ROOF PEAK TOP OF BEAM FINISH FLOOR rr r 1>> I1 I 0 < 11 0 z Z 0 � Q W w O LJZ cc co co w w _J co m ~N t\ 0_ w o w Q = N O O U () a : < -co Z• - M N 00 GNI J J J 0 LU V) Z • • V WORK S �. -3 AT - -( ,sF /5s. .Qsi A -2 2 TY TYP. i I lin ' z- II c ----3-,21 TYP. A -2 TYP. � _9/ TYP. 1 AR NE NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN NEW BACKER ROD AND SEALENT NEW 5/8" S CCO TO MATCH EXI TING SCALE: 3 "= 1 ' -O" /2\ DE SCALE: 3"= l '-0" NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE STUCCO FIN. TO MATCH EXIST. NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON © 12" O.0 OL L NEW 1 /2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS NEW 5/8" STUC MATCH EXIS I G CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. DATA @_ S SCALE: r it L 3 „ 1 ' -O " CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. EAD BLOCK UP WITH ,oy6 STUCCO FINISH 8 "X8" CONC. W/1 #5'S DOWEL MIN. 6" INTO FOOTING AND CONC. HEADER CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON © 12" 0.0 NEW 1/8" VLA'S NEW MARBLE BSI LL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON © 12" U:L; "x8" CONC. W/1 #5's ■v;N. 6" PENETRATION INTO JAMB CONC. BOTH SIDES LL EAS SCALE: DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 i/ " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DEIAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, NEW ROOF UNDER SEPARATE PERMIT 4 1 NEW FASCIA EVA 0 " EXIST. WINDOW TO REMAIN So., Fcr .- AREA OF NEW WORK ROOF 0" PEAK 0 10 -0 0'- 0 2' -O" TOP OF BEAM FINISH FLOOR GRADE NEW 3'- 0 "X6' -8" DOOR SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SE I IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1-72. AND CS -72. I• 4 NEW OVERHANG © FRONT DOOR AREA OF NEW WORK 3 -5 5 0� � NEW FRENCH DOOR FINISH SELECTED BY OWNER EXIST. WINDOWS TO REMAIN NO AREA OF NEW WORK NEW ROOF -`S' ) 9 �,� �. ,rl ,5k UNDER SEPARAT � PERMIT ( 1 OUT SCALE: 1 SCALE: 1 /4" / 4 " NEW DOORS 1 1 5 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS-Al -H CLASS 11 SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. RADIUS AREA BOTH SIDES EXIST. WINDOW AND GARAGE DOOR TO REMAIN EVA SCALE: 1 /4" 1 5 0 " EV ON J , 1 1 stiAt (S ROOF 13' -0" PEAK 8 ' -6 „ �t- CD 2' -0" 0' -0" GRADE ROOF 14' -6" PEAK co 10' - 0" 0 2' -0" 0'-0" ON TOP OF BEAM FINISH FLOOR TOP OF BEAM FINISH FLOOR GRADE n 3 4 .� 3 - 4...7 AREA OF NEW WORK 1 0' 0" ROOF PEAK TOP OF BEAM FINISH FLOOR rr r 1>> I1 I 0 < 11 0 z Z 0 � Q W w O LJZ cc co co w w _J co m ~N t\ 0_ w o w Q = N O O U () a : < -co Z• - M N 00 GNI J J J 0 LU V) Z • • WINDOW S C H E D U L E NEW 6" CROWN MOLDING WIDTH H HT S SILL J JAMB H HEAD M / / \ \ \ \ / ' // / : ' � \ \ \ \ / / / / \ \ \ EXIST. E EXIST. E EXIST. E EXIST. E EXIST. E EXIST. E EXIST. © 4 / / \ \ \ \`. //' // 7 �// \\ \\ \ \ / / 0 G GLASS ALUM. & C CASEMENT S SELECTED BY OWNER VW 0 / / / \ \ © 2 O O O O 0 3 / / / \ \ \\ \ \\ \ / / /, ,/ 1 1 / \\ \\ \ \ / / / / \\ \� \ i\ / /, / i / �/ / \ \\ \ \ \ © 6 6' -0" 5 5' -0" T / - _T \ 1 V / / 0 2 \ / \L, ,� / X N / \ © 3 3' -0" 3 3' -0" - ____,„(.._ - - - WINDOW S C H E D U L E MK W WIDTH H HT S SILL J JAMB H HEAD M MATERIAL D DESCRIPTION R REMARKS e E EXIST. E EXIST. E EXIST. E EXIST. E EXIST. E EXIST. E EXIST. E EXIST. © 4 4' -6" 4 4' -6" i illi 0 0 0 G GLASS ALUM. & C CASEMENT S SELECTED BY OWNER VW 0 © 2 2' -6" 5 5' -0" 0 3 3' -0" 5 5' -0" © 6 6' -0" 5 5' -0" 0 2 2' -0" 4 4' -0" © 3 3' -0" 3 3' -0" - - - - o FONOSH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS 101 J EXISTING WOOD WOOD P D DRYWALL PTD DRYWALL 8' -0" SELECTION BY OWNER 1 02 WALK-IN CLOSET WOOD WOOD 103 MASTER WOOD WOOD BEDROOM 1 04 MASTER TILE TILE BATHROOM 105 UTILITY WOOD WOOD ROOM 106 KITCHEN WOOD WOOD 1 07 PATIO TILE TILE 108 ENTRY TILE TILE 109 T T I' T 110 DOOR SCHEDULE MK TYPE SIZE ELEM MATERIAL FRAME T'HLD W'STR REMARKS 0 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER 0 SINGLE (2)2'- 6 "X6' -8" ALUM. METAL NO NO 30 SWING 3'- 0 "X6' -8" WOOD WOOD YES YES (2)1'x5'sibE LIGHT ® SWING 2'- 6 "X6' -8" WOOD WOOD NO NO © SLIDING 10'- 0 "X6' -8" ALUM. METAL YES YES (2) CENTER OPENING ® POCKET 3'- O "X6' -8" WOOD WOOD NO NO DOOR 70 BI -FOLD 4'- 6 "X6' -8" WOOD WOOD NO NO ' ® SWING 2'-8"X6'--8" WOOD WOOD YES NO 1HR. FIRE RATED © NEW 6" CROWN MOLDING / \ \ - I I Q(lQ a n /\ /\ \\ 1 ( \ N < / 1 1 �____ ) �-_� NEW 6" CROWN MOLDING / \ I , T 1 1 I / / / \ i .1 z . ., \ N DOOR SCHEDULE MK TYPE SIZE ELEM MATERIAL FRAME T'HLD W'STR REMARKS 0 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER 0 SINGLE (2)2'- 6 "X6' -8" ALUM. METAL NO NO 30 SWING 3'- 0 "X6' -8" WOOD WOOD YES YES (2)1'x5'sibE LIGHT ® SWING 2'- 6 "X6' -8" WOOD WOOD NO NO © SLIDING 10'- 0 "X6' -8" ALUM. METAL YES YES (2) CENTER OPENING ® POCKET 3'- O "X6' -8" WOOD WOOD NO NO DOOR 70 BI -FOLD 4'- 6 "X6' -8" WOOD WOOD NO NO ' ® SWING 2'-8"X6'--8" WOOD WOOD YES NO 1HR. FIRE RATED © NEW 6" CROWN MOLDING / \ \ - I I Q(lQ a n /\ /\ \\ 1 ( \ N < / 1 1 �____ ) �-_� NEW 6" CROWN MOLDING / \ I , T 1 1 I / / / \ i .1 z . ., \ N NEW 6" CROWN MOLDING / \ \ - I I Q(lQ a n /\ /\ \\ 1 ( \ N < / 1 1 �____ ) �-_� NEW 6" CROWN MOLDING / \ I , T 1 1 I / / / \ i .1 z . ., \ N NEW 6" CROWN MOLDING / \ I , T 1 1 I / / / \ i .1 z . ., \ N / / / \ i .1 z . ., \ N DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED 2.F" i I INIf : :COMPACTED WITH S MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT AC 3. FILL FOR ROUGH GRADING AND UNDER CLEAN PIT ROCK AN MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 '/ " RING. 4.( AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED ED I REFS, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS .ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PU I JY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAF I ER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS -A1 -H CLASS II SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -15 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. RECESS TOILET PAPER DISPOSAL / „ / A „ imp KTC EN ELEVA 11ON SCALE: 3/4 " =1' - / 5' -7” 4' / A\ VAS E EL SCALE: 3/4" =1 ' - 0' 9 8" 9 ' -7 „ 14' -5" KI C EN EEVA SCALE: 3/ "= ' -0" 10 2' -3" 1 5 -3" AKTCHEN ELEVA SCALE: 3/4" = l '-0" / 8" NEW 6" CROWN MOLDING I 1 3 zy. N / "/ NEW 6" CROWN MOLDING 2 ' -8 " 24' -1" 4 f i I I 3 ' -9 " / SHELVES BY 4 ' -6 " BUILT -IN MICROWAVE & HOOD CANOPY 5' l 1 A MAS SCALE: / 8" OWNER 9 REMOVE AND BLOCK UP EXIST. DOOR FINISH TO MATCH 6' -5" 10' R BA 3/4"=1 ' -0" 4' -6" 5' / //8 ELEV. NEW SLOPED DRYWALL CEILING W /R -19 INSULATION 1 K 8 8' 4 AS ER BA E SCALE: 3/4 " =1' -0" SCALE: 3/4"=1 '-0" O ' =N MOV/&B RK ETA P C L ALL DOORS AND WINDOWS ARE TO BE DADE COUNTY PRODUCT CONTROL AP WINDOW MANUFACTURE TO VERIFY ROUGH OPENING PRIOR TO FABRICATION (3) COMPARTMENT MEDICINE CABINET TO BE SUPPLY BY OWNER E4'. MAKE UP AREA i r r 7 CD < co Q w w I J � L, 03 C ( 1 ) a w 0 w w Z 12 <= N O o o c, a Of w -00 Y Z Q < r r • < psr y U 7 1 LLth 0 f f 0 ›— R 11 GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. AM change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams Columns Slabs All structural concrete Cement shall be portland type I with ASTM C -33 and the South 3000 PSI @ 28 days 3000 PSI @ 28 days 3000 PSI @ 28 days 3000 PSI @ 28 days conforming to ASTM 150. Regular weight aggregates shall comply Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. A LETTER WILL BE SUBVITTED AFTER THE GROU \D HAS BEE\ BRO <E\ ATTESTI \G THAT THE SITE HAS BEE\ OBSERVED A \D THE FO ,NDATIO\ CO \DITTO \S ARE SIVILAR TO THOSE UPO\ W IC THE 3ESIG\ IS BASED. NEW 8 "X12" W /(4) #5 & #3 STIRRUPS @ 8" OC. COLUMNS W /#3 ©12" HORIZONTAL DOWELS INTO EXIST. TIE COLUMN OR FILL CONCRETE CELL. EMBED 6" W /HILTI HIT HY150 EPDXY SYSTEM. N LL 7G -3 4" CO SLAB WITH 6 "X6" W1.4XW1.4 W.W.F. MASTER 4EDROOM EL EV +11.3' Ng VD r F -1 LL 1.• d F -1 • FAMILY ROOM c r ELEV. +10.7' NGVD LIVING ROOM EXIST. 7" STEP DOWN i ELEV. +11.3' NGVD REINFORCING PREPARATION OF FOUNDATION GE \ERAL CO \TRACTOR REQUIRED TO VERIFY THAT A SOIL BEARING CAPACITY OF 2000 PSF. EXIST. IF A B=AR! \G CAPACITY OF LESS THA\ 2000 PSF. IS E \COU \TERED, T E E \GI \ -ER SHALL B \OTIFIE3 BEFORE PROCE DI \G WIT WORK. F -1 STEEL AM reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. F - d d 4" CONC. SLAB WI H 4 6 "X6" W1.4XW1.4 W.W.F. NW PATIO 4 ELEV. +10.1' NGVD NEW KITCHEN ELEV. +11.3' NGVD a z 5 If NEW. 7" STEP DOWN F -2 5 „ 4' ELEV. +11. ' NGVD PRO )0SE FOUNDA SCALE: 1 /4" = 1 L ' 0 " NEW 8 "X12" W /(4) #5 & #3 STIRRUPS @ 8" OC. COLUMNS W / #3 ©12" HORIZONTAL DOWELS INTO EXIST. TIE COLUMN OR FILL CONCRETE CELL. EMBED 6" W /HILTI HIT HY150 EPDXY SYSTEM. ON P k SIDEWALK ELEV. +9.5' NGVD F -1 F -1 EXIST. GARAGE ELEV. +8.83' NGVD AN Shall conform to the latest standards of South Florida Building Code. AM load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. AM reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. CONCRETE BLOCKS SLAB OPENING WOOD (1) M TYR. e 12" EXISTNG ROOF TO REMAIN EXIST. 2 "X8" © 16 0.0. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 EXISTING ROOF JOIST & FASCIA TO REMAIN 0't METAL DRIP \\,I\\N• Ste/ l 18� 2" BY P.T. TO MATCH PAINTED WOOD FASCIA NAILED 4' 0.C. SCREENED VENT PER FBC PROVIDE HORIZONTAL JOINT REINFORCEMENT ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING #5 © 48 "C.0 IN FULLY GROUTED CELLS FINISH GRADE NEW 10 "X16" CONCRETE FOOTING W/(2) #5 CONT. 2" MIN. COVER (TYPICAL) y 12" y 12" y 12" S- W A 2' SEC SCALE 3/4 "= l ' -0" W \ NEW 4" CONC. SLAB / / / \ / \"\//\//\//\ / \/ /\ EMBEDMENT #3 © 18" 0.C. T ST ,"\ S CT ON SCAL1/2"=1 —0" t ALL CELLS BELOW GRADE S -IOULD BE FULLY GROUTED NEW 10"x16" CONT. CONCRETE- FOOTING W/ 2 S CONT. E INF. *3 # 18" C.C. 51-TORT WAY. NEW R -19 INSULATION MIN. NEW BD. ATTACHED TO UNDERSIDE OF EXIST. WOOD ROOF JOIST 1 S VERTICAL REINFORCING IN 8 "x12" CONCRETE TIE BEAM (TB) W/4 #5 CONTINUOS AND #3 STIRRUPS © 18" C.C. #5 BENT AT CORNERS A STANDARD HOOK 6" EMBEDMENT 30" LAP MIN. TYP. 1/2" GYE BD. OVER WD FURRING R -5 INSULATION 30" LAP MIN. TYP. NEW 4" CONC. SLAB W /6X6 -WI 4XWI 4 WWF ON 6 1 ILL VAFOR BARRIER ON WELL COMRACTED FILL. GROUTED CELL e 40" C.C. (TYR.) S I— AD S HAFI E, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET VIIAVI SHORES, FLORIDA P: (305)984 -5974 sshafie @bell ou 0 m ti LLD 0 U CD 0011 z I_ z 0 0 Z w 00 • z 0 J w < V) IC O w o- z fy w 0 0 Itl i • • CO „;V\ SC GROSS UPLIFT (P.S.F.) EDLH WALL PRESSURE (P.S.F.) 0 8"X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND 0 #3 STIRRUPS @ 8" 0.C. 8 "X12" CONC. COLUMN W/4 #5'S CONT. AND #3 STIRRUPS @ 8" 0.C. AND #3 DOWELS @ 12" 0.C. INTO EXISTING COLUMN DOWELS SHALL BE EMBEDDED 6" W /HILTI HIT HY150 EPDXY SYSTEM 41, TS 4 "X4 "X 1/4" STEEL COLUMN W /10 "X10 "X1 /2" STEEL PLATE AT BOTTOM W /(4) 3 /4 "0 A. BOLTS 8" INTO CONC. AND 8 "X8 "X1/2" STEEL PLATE AT TOP W /(4) 5/8 "0X6" HEADED STUDS -ICI ROOF DFSIG\ WI \D PR -SSURF ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) 0 (NEGATIVE) -52.1 -31.1 - O2 (NEGATIVE) -92.4 - - ® (NEGATIVE) -92.4 -11.4 - OVERWANGS (NEGATIVE) -122.8 - 101.8 - ® (FIELD NEGATIVE) - - -59.6 ® (CORNER NEGATIVE) - - -68.8 ® 4 0 (POSITIVE) - - 54.5 BI- AV SC a E- DLH MARK MARK SIZE INCHES ELEV. TOP REINFORCING #3 STIRRUPS E. END REMARKS A B D C E NO. SPACING INCH 4"5 EA_ WAY F -4 24 "X24 "X12" 4"5'S EA. WAY TB -I 8X12 2 * 5 2 *5 4 ' 8" G.G. 4 12" G.G. TB -2 8X16 2* 5 2* S e 6" O.C_ FO\DATO\ SC a 1- D„L- MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2"5 CONT. EXISTIN CONT. F -2 10" X 16" 2"5 CONT.4 *4048" C.G. S.W. CONTINUOUS F - 3 36 "X36 "X12 " 4"5 EA_ WAY F -4 24 "X24 "X12" 4"5'S EA. WAY „1 a 4 A a .a • 4 r 2 BY BLOCKING BETWEEN RAFTERS AT WALL NEW OVERHANGS TO MATCH EXISTING 2 BY BLOCKING AT MIDSPAN OF JOISTS OVER 10' IN LENGTH EXTEND OUTRIGGERS INSIDE THE SUPPORT WALL AT LEAST TWICE THE DISTANCE THAT THEY EXTEND OUTSIDE THE WALL NOT PROVIDE "3 STIRRUPS 4 w 12" AT SEAMS AND COORS AND 48" C.C. FOR REMAINING LENCsTI-1 OF THE TIE BEAT'". PROVIDE 2 "5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 "5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". At 5 (7 2X12 JOIST, © 0 (SOOT "N PINE No.1) AREA OF NEW WORK REMOVE EXISTING OVERHANG BOTH SIDES OF EXISTING GABLE ROOF FE 1 /2 "X8 "X8" W/(4)5/8 "0 X 6" HEADED STUDS TOP STEEL: CLEAR COVER BEAMS .... 2" FOOTING ... 3" B - 80770" SAR SLABS 1" SLABS ON GRADE . _1" G - TOP E3AR OVER SUPPORT TYP. ST TS4X4X1 /4 COLUMN ROOF ZONES BOTTOM STEEL: CLEAR COVER BEAMS .... 2" FOOTING ... 3" - TOP 1BAR AT NONCONTINUOUS END 4/10/5 -EL SLAB SYMBOLS WOOD TRUSSES @ 24" 0.C. SLABS I" SLABS ON GRADE 2" SIZE OF REINFORCING BAR SPACING CENTER TO CENTER v — LOCATION OF BAR g = 17.4' > 10" • 30' e = 4B ft h =12.0 ft 1 1 ii II 17 T1 17 1- C NEW THRU RCOF NEW A/C UNIT SIMPSON H i M20 W/10 -10d NA . S © TRUSS AND (4)1/4"0X2 1/4" TI TEN SCREWS AREA OF NEW WORK TS4X4X1 /4 COLUMN _I I OPO ,ED RAM NG SCALE: 1 /4" = 1 ' _ 0 " ±AN SIMPSON META16 W /TSS © EA. TRUSS FINISH AT EAVE TO MATCH EXISTING NEW 8 "X16" CONCRETE BEAM W /(4) #5'S NEW 4 "X4" STEEL COLUMN 1" NON SHRINK GROUT — 3/16 TB -1 ,[, 3 '_ p " 8 , A T1 j am j am j am \ \ /\ FOO F— 2 SCALE : 1 " EXISTING ROOF AND AT OVERHANG TO BE REMOVED FE 1 /2 "X8 "X8" W /(4)5/8 "0 X 6" HD. STUDS 4'_0" TS4X4X1/4 COLUMN Fp1 /2 "X10 "X10" w/(4)3/4" 0 "J" BOLTS 3'- 0 "X3' -0 "X12" CONC. FGT. W /(4)/ #5'S EA. WAY 00 D00 4" CONC. SLAB ON GRADE W/ 6X6 W1.4XW1.4 W.W.F. #5 DOWEL @ 48" 0.C. CELLS BELOW GRADE SHALL BE FULLY GROUTED #3 @ 18" O.C. NG 00 1 , (TYP) ROOF TRUSSES © 24" C.C. AS PER MANUFACTURERES SPECIFICATION CONT. 10 "X16" CONC. FIG. W/2 #5'S CONT. 8" IVANSORY WALL BEYOND 1E11111'1 101 III 911°9 111111 " " — 11 ' II II VIII ■1111 1 ii 1 111 ■I •111111111111111■ EC ON OPEN NG DRILL 6" INTO EXISTING TIE BEAM AND PLACE TOP AND BOTTOM REINF. FOR NEW TIE BEAM AND SET W /HILTI HIT HY150 EPDXY SYSTEM 6" WOOD CROWN MOULDING PAINTED NEW DOOR PROTECT FROM DAMAGE EXISTING 10 "X16" FOOTING NG S SCALE : 1 /2" _ l ' -0" HLSTA 15 BY HUGHES AT EACH TRUSS EXISTING ROOF FRAME C ON EN \G SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafle @bells V CD CD Q W N w 1 J L in LLJ &) - ` co w 0_ OWw Q = (NI O VO Cr) () a Z — < N r z J 1 1 0 z ° < W 0 U) a 0 11 •.. 0 0 LL ® cn 0 DRAWN M.M. CHECKED M.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO_ 03 SHEET S 7 OF 3 SHEETS 111 FINISH ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OV -R HOT MOPPED FELT ON 30# FIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12' 0.C. AT INTERMEDIATE SUPPORT (STAPLES NOT ALLOWED) 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. WOOD FASCIA NAILED 4" O.C. 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED SCREENED VENT PER FBC SOFFIT TO MATCH EXIST. STUCCO ON METAL LATH ON 30# TIN TAGGED CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" 0.C. AT PANEL EDGES AND 12" 0.C. AT INTERMEDIATE SUPPORT 8 "X12" CONCRETE TIE BEAM W /(4) #5'S AND #3 STIRRUP @ 18" 0.C. 30" LAP MIN. TYP. TS4 "X4 "X1 /4" STEEL COLUMN PROVIDE HORIZONTAL REINF. @ 16" C.C. (TYP) 5/8" STUCCO FINISH ON 8" CONC. BLOCK WALL 30" LAP MIN. TYP. 10 "X16" CONCRETE FOOTING W/2 #5 CONT. ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS @6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES (Sc 6 "C.C.@ INTERMIDIATE SUPPORTS. PAINTED WOOD FASCIA NAILED 4' 0.C. NEW 2x BLOCKING 8"X8"X1/2" STEEL PLATE W /(4) 5/8 "0X6" HEADED STUDS 2'-0"X2'— 0" CONCRETE FOOTING W/(2) #5 COI\ 'T. 3" MIN. COVER (TYPICAL) 2 "x6" @ 2' -0" 0.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 2 "x12" END CUT DOWN TO 6" AT FASCIA 10 "X10 "X1 /2" BASE PLATE W /(4) 3/4" 0 A. BOLTS EMBED 6" LAM FLOOR GRA F -3 SCALE :3/4" 1 "X4" P.T. FIRE STOP EMBEDMENT _ CT o " ON 2 "X BLOCKING BETWEN EA. RAFTER ATTACH RAFTER TO CONC. BEAM W /SIMPSON META16 W /TSS NEW 2x12 @12 "C.C. (SOUTHERN PINE No.2) #3 @ 18" 0.C. SIMPSON META 16 W/1 TSS R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.C. 8 "x16" CONCRETE TIE BEAM W /(4) #5'S CONT. 1" NON SHRINK GROUT 2 "X12" BLOCKING CONTINUOUS EXIST. PLYWOOD SHEATING TO REMAIN IN PLACE 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.C. EXISTING ROOF OVERHANG TO REMAIN EXISTING TIE BEAM 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION HUGHES DTC HURRICANE STRAPS UPLIFT 1410# (TYP.) DADE COUNTY PRODUCT APPROVAL # 98- 0717.03 1/4" SLOPE SEC ^EX S —� SCALE :3/4" ..- IMMO MIR TOP DE • • 1 "X4" P.T. FIRE STOP 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.C. L — #5 DOWEL @ 48" 0.C. N @ EA. GROUTED CELL 24" WOOD BASE 4" CONC. SLAB ON GRADE W /6 "X 6" W1.4X W1.4 W.W.F. #5 DOWEL @ 48" 0.C. © EA. GROUTED AND VERT. REINFORCED CELL MASTER BEDROOM ELEV. +11.3' N GVD 16' -6" R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.C. EXISTING ROOF OVERHANG TO BE REMOVED AS REQUIRED 1 .-A ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO TRUSSESS W /8d NAILS @6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES at 6 "C.C.@ INTERMIDIATE SUPPORTS. EXIST. MASONRY WALL "PIGGY— BACK" TRUSS DETAIL ON © OOF 1 ' _0 EXISTING TIE BEAM NEW MASONRY WALL MASTER BATH ELEV. +11.3' NGVD EXIST. SLAB EXIST. FOUNDATION SIMPSON H6 @ 4' -0" 0.C. EXIST. ROOF COMPLIES WITH SEC. 104.2(0) OF SFBC. SUPPL. 3 BLOCK UP EXIST. WINDOW J C ON SCALE :3/4"=1 '-0" SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie @be r r 1 e' e LO W N J 1 - Lb m H N � wow w < — N U U c) a Z Q Y _ N < N- n N srii� o <L o LiJ E-- • DRAWN M.M. CHECKED M.A.C. DATE 4 -28 -03 SCALE AS SHOWN JOB NO. 03 SHEET 1 5 OF 3 SHEETS VOLTAGE:120 1 240 V, 1 PH, 3 W MAIN: 2P -200 A M. BKR. EXISTING PANEL "A" TYPE: EXISTING 10 KAIC MOUNTING: EXISTING CIRCUIT DESIGNATION POLE MPS VOLT AMP. WIRE 1 COND. I SIZE # # WIRE I COND. SIZE VOLT AMP. 1 B POLE CIRCUIT DESIGNATION A B A 14MPS. EXIST. BTHRM LTS & RCPT. 1/20 375 EXISTING 01 02 2 # 12 AWG 1,500 1/20 NEW REFRIGERATOR NEW BTHRM LTS & RCPT. 1/20 375 2 # 12 AWG 03 04 EXISTING 720 1/20 EXISTING SPRINKLER FUTURE POOL PUMP 2/20 960 05 06 EXISTING 1,500 1/20 EXISTING DISHWASHER 960 07 08 EXISTING 720 1/20 EXISTING G. DISPOSAL FUTURE POOL LIGHTS 1/20 400 09 10 2 # 12 AWG 1,500 1/20 NEW WASHER EXIST. GEN. LITS. & RCPT. 1/15 375 EXISTING 11 12 3# 10 AWG 2,500 2/30 NEW DRYER EXIST. GEN. LITS. & RCPT. 1/15 375 EXISTING 13 14 2,500 EXIST. GEN. LITS. & RCPT. 1115 375 EXISTING 15 16 EXISTING 5,436 2/40 EXISTING NC AHU ( *) EXIST. GEN. LITS. & RCPT. 1/15 375 EXISTING 17 18 5,436 EXIST. GEN. LITS. & RCPT. 1/15 375 EXISTING 19 20 EXISTING 1,200 2/20 EXISTING A/C C/U ( *) EXIST. GEN. LITS. & RCPT. 1/15 375 EXISTING 21 22 1,200 EXIST. GEN. LITS. & RCPT. 1/15 375 EXISTING 23 24 EXISTING 2,250 2/30 EXISTING WATER HEATER ( * *) EXIST. BEDROOM RECS. 1/15 375 EXISTING 25 26 2,250 ( * *) EXIST. BEDROOM RECS. 1115 375 EXISTING 27 28 3 # 6 AWG 3,000 2/50 NEW RANGE ( * *) NEW BEDROOM RECS. 1115 375 2 # 14 AWG 29 30 3,000 ( * *) NEW BEDROOM RECS. 1/15 375 2 # 14 AWG 31 32 2 # 10 AWG IN 3/4" C 2,400 2/40 NC C/U # 1 ( *) EXIST. GEN. LITS. & RCPT. 1115 375 2 # 14 AWG 33 34 2,400 EXIST. GEN. LITS. & RCPT. 1/15 375 2# 14 AWG 35 36 EXISTING 1,500 1/20 EXISTING SM. APPLIANCES EXIST. GEN. LITS. & RCPT. 1/15 375 2 # 14 AWG 37 38 2 # 12 AWG 1,500 1/20 NEW SM. APPLIANCES EXIST. GEN. LITS. & RCPT. 1/15 375 2 # 14 AWG 39 40 2 # 6 AWG IN 1" C 5,436 2/40 NEW ANC AHU ( *) ( * * *) NEW WHIRLPOOL 1/30 1,656 2 # 12 AWG 41 42 5,436 1 LIGHT & RECEPTACLES LOAD @ 3VA *SQFT= 2124 SQFT * 3 VA = 6372 VA ON 17 CKTS. = 375 VA Y61111 1111 1111 1,11111111111 GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK_ SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS_ 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 31 . UNDERWATER WET NICHE SWIMMING POOL LIGHTING FIXTURES SHALL BE OF THE TYPE FOR USE WITH 15 VOLTS OR LESS. 32 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 33 . LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC - 410.8. 34 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION VP E N 2 30 20 SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP. CONNECTED TO NEAREST KITCHEN OR BATHROOM LIGHTING UNSWITCHED CIRCUIT, ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY CEILING MOUNTED LUMINAIRE JUNCTION BOX TOGGLE SWITCH, 20 A — 125 / 277 V, + 48" THREE — WAY TOGGLE SWITCH, 20 A — 125 / 277 V, + 48" THREE — WAY TOGGLE SWITCH, 20 A — 125 / 277 V, + 48" DENOTES VAPOR PROOF SHOWER LIGHT FIXTURE DENOTES EXISTING ELECTRICAL ITEM DENOTES NEW ELECTRICAL ITEM DENOTES RELOCATED ELECTRICAL ITEM 3 W (15 A FOR GENERAL LIGHTING DUPLEX RECEPTACLE OUTLET. 125 V , FOR ALL OTHER APPLICATIONS), 18 ". RECEPTACLE OUTLET TO MATCH EQUIPMENT PLUG (120 / 240 V, 1 PH) TELEPHONE OUTLET WALL MOUNTED, + 18" UNLESS OTHERWISE NOTED & 20 A TV OUTLET + 18" AFF UNLESS OTHERWISE NOTED DISCONNECT SWITCH; 3 — NUMBER OF POLES; 30 — RATING; 20 — FUSE SIZE; F — FUSE SIZE AS PER EQUIPMENT MANUFACTURE GENERAL PANELBOARD CEILING FAN (CONTRACTOR TO PROVIDE BRACED JOINTING BOX) RELOCATED METER & NEW UNDERGROUND SERVICE EXISTING CU -2 RELOCATED W/ 4• HIGH CONCRETE PAD. J. BOX FOR WHIRLPOOL (3/4 Hi', 120 V, 1 PH). VERIFY EXACT LOCATION IN FIELD. PROVIDE ACCESS PANEL. EXISTING CU -1 REPLACED AND RELOCATED W/ 4" HIGH CONCRETE PAD. PANEL "A" LOAD ANALYSIS (BASED ON 1201240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 34,788 VA FIRST 10 KVA @ 100 % = 10,000 VA 24,788 VA @ 40 % = 9,915 VA 21,744 NC @ 65 % = 14,134 VA TOTAL DEMAND LOAD = 34,049 VA 34,049 VA 1240 V = 142 A EXISTING RECEPTACLE TO BE REMOVED g / / 34A-5" GFI /WP A -37 3R j 3 230 F 11 3R - A -32,34 2-3Q F NOTES: ( *) NC COOLING AND HEATING LOADS ARE NON CONCURRENT ( * *) PROVIDE AFC! TYPE BREAKERS ( * * *) PROVIDE GFI TYPE BREAKER 42" HT. A.F.F. EXIST. METER TO BE RELOCATED ELECTR N.T.S. GROUND LEVEL L_ ( te key, tPA- 9j ��it-1 l ✓m pm, f-T ,4� y ' c �,� r c1'mttr a 110 e. i/ •, /fin cJy l 4' Aelt T EXISTING ELECTRICAL ITEMS HAVE B =EN SHOW\ FOR REFERENCE ONLY. f r EXTERIOR HOUSE WALL INTERIOR HOUSE WALL y EXISTING FPL METER 1 PH, 120/240 V, 2P -200 A NEMA 3R SERVICE RATED MAIN 1 OF 1 \\ EXISTING (3) # 2/0 IN 2" C v 1 # IN 1/2"C TO CP AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED s / � � e STEEL RODS 6' APART MIN) ` 7' Pr j� � t EXISTING (3) # 2/0 I N 2" C TO FPL S ERVICE POINT CAL RISER DDAGRAM 1 -29 m • — tt N A -29 A -29 • NEW WALK —IN CLO ET EXI STI N • � BA kir i NEW MASTER BEDROOM A -31 BATH • 3� • V A- 35 it ■.ft A-35 1N` N E 3W NEW A/C :bN r A 1 O 230 EXISTING BEDROOM FI FI N A 33 N A-37 N N N • 4. 4i►, 42 N A -2 SD N N A -3 3 E N A A -3 A -31 N g • E -31 NN E 4 N • • 11• fff E • • • 333 E • E ■ EXISTING FAMILY ROOM �E E 0 E E E • • • •_ _• • ♦I ■ EXISTING LIVING ROOM E S E 1 v D n e w •• E - 39 D GFI /WP N EXISTING ENTRY N P ANTRY E r E 3W E A- 39 F�X1�T. GFI 3W 0 N ' -c? N A -39 • N ` L' E E E EXIS � KITCHEN A -3 GI EXIST. 0 BE • E • N A -38 12" N MAX. BELO COON TOP GI ER • • N N GFI E I • I • • cp.) • 4I► • N . -38 FI a -3 2 SD <p EXISTING 1 N DINING 1 u /' - A-39 3 R PANTRY A-39 N D N 38 N W FI EXISTING RECEPTACL E TO BE REUSED AS J. BOX FOR HOOD C• ECTION SD N AN \ frD I )b EXISTING BEDROOM 3 A -12,14 A -10 1 • EXISTING BATH N J N - E G E GFI • 230 F EXIST. PP\NEL E EXISTING GARAGE �E E FUTURE POOL MUST SHOW LOAD ON PANEL • EXISTING RECEPTACLES TO BE REMOVED R C EXIST. PANEL „ FUTURE POOL EQUIPMENT P iOR TO INSTALLATION OF ROUGH ELECTRIC WIRING CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND C EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. Alp JA T E ST.;;Y1C'E CA 'AC' `:' MUST DE 77.0V1IYED. SUBJECT TO ELECTRICAL INSPECTION. REYES - CAVILA\ CONSULTING ENGINEERS, INC. ARISTIDES REYES — GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 846 STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: (3 5) megaelec ©bellsouth.n6t 1 0 < 0 0 Lj tr) U 0 0 0 •4•• J W D o W _ Li- 0O — �Z Q U Qlw U V) J U CD W J�J U Iw ILd LLJZZw Q Z CL 0WQ `•I • DRAWN D.R.G. H K A.R.G. DATE 6 -5 -03 AL AS SHOWN JOB NO. 03 SH EET OF SHEETS • .. • • • • VENTILATION FAN SCHEDULE SYMBOL UNIT DESIGNATION EF -1 EF -2 AREA SERVED TOILET TOILET OPERATING WEIGHT, LBS 17 15 LOCATION CEILING CEILING FAN TYPE CLG. BLOWER CLG. BLOWER NY! TOTAL AIR, CFM 120 50 DRIVE TYPE DIRECT DIRECT FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL FAN TIP SPEED, FPM MAX. - -- - -- FAN SPEED, RPM - -- - -_ TOTAL STATIC PRESSURE, IN OF WATER - -- - -- FAN MOTOR HP. (NON - OVERLOAD) 1.1 AMPS 0.7 AMPS FAN MOTOR STARTER TYPE WALL SWITCH WALL SWITCH STARTER FURNISHED BY MC MC ELECTRICAL SERVICE AVAILABLE 120 -1 -60 120 -1 -60 MASONARY OPENING REQUIRED - -- - -- ZONES 0.6 0.3 DESIGN MANUFACTURER BROAN BROAN MODEL NUMBER S120U S5OU ACCESSORIES SERVICE SWITCH YES YES SMOKE DETECTOR ( U.L. APPROVED ) NO NO FIRE DAMPER - -- - -- CONSTRUCTION ALUM /PLASTIC ALUM /PLASTIC MULTIBLADE BACKDRAFT DAMPER YES YES BIRDSCREEN NO NO SOLID STATE SPEED CONTROL NO NO THERMOSTAT CONTROL NO NO FACTORY FABRICATED CURB NO NO FILTER AND FILTER FRAME NO NO AIR DISTRIBUTION SCHEDULE SYMBOL SIZE USE TYPE ACCESSORIES MFG. & MODEL NO. REMARK CFM SMOKE DAMPER(S) X AXB -CD SUPPLY AIR ALUMINUM CEILING DIFFUSER O.B.D. TITUS MODEL 250 -AA - # CFM FIRE STOPPLNG / AXB -HR RETURN AIR ALUMINUM RETURN GRILL - -- TITUS MODEL 4F CEILING MOUNTED # CFM 240/1/60 AXB -VR SUPPLY AIR ALUMINUM RETURN GRILL ___ TITUS MODEL 4FL SIDE WALL MOUNTED # CFM COOLII TOTAL SENSIBLE CAPACITY, BTUH HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR - X FIRE DAMPER(S) - X SMOKE DAMPER(S) - X FIRE RATED ENCLOSURE - X FIRE RATED ROOF/FLOOR CELLLNG ASSEMBLY - )( FIRE STOPPLNG - X SMOKE CONTROL - X SPLIT A/C UNIT SCHEDULE FAN COIL UNIT UNIT DESIGNATION AHU -1 AREA SERVED SEE DWG LOCATION AC CLOSET OPERATING WEIGHT 96 DESIGN MANUFACTURER RHEEM MODEL NO. RBHC21J11NFG EER, MIN. 12.0 TOTAL AIR, CFM 1200 VENT AIR, CFM 0 JVJ l EXT. STATIC PRESS., INCHES OF H2O 0.4 FAN MOTOR H.P. (NON - OVERLOAD) 1/3 ELECTRICAL SERVICE AVAILABLE 240/1/60 FACE VELOCITY, FPM - -- DESIGN AIR ACROSS COIL, CFM 1200 GRAND TOTAL CAPACITY, BTUH 41,000 -- 7 COOLII TOTAL SENSIBLE CAPACITY, BTUH (29 80/67 ENTERING AIR TEMP. ° F DB /WB COIL MODEL NO. RCHA -48A1 FILTER FILTER TYPE & THICKNESS CLEANABLE 1" QUANTITY AND SIZE (1)19.75X21 X1 FACE VELOCITY FPM. MAX. - -- HEAT COIL TYPE ELECTRIC ATEF ELECTRICAL SERVICE AVAILABLE 240/1/60 AUXILIARY ELECTRIC HEAT, KW 10.OKW STAGES AND KW /STAGE 1/10.0 KW UNIT DESIGNATION CU -1 TYPE OF FAN PROPELLER NO. OF FANS AND HP 1- 1.3 FLA AMBIENT AIR TEMP., ° DB 95 CONDENSING TEMP., T DB - -- NO. OF COMPRESSORS 1 COMPRESSORS RPM MAX. - -- )LEC T---- CAPACITY REDUCTION 0 -100% UNIT TOTAL AMPS 20 FLA MAX. CIRCUIT BREAKER AMPS. -- AMP ELECTRICAL SERVICE AVAILABLE 240/1/60 OPERATING WEIGHT,LBS. 192 DESIGN MANUFACTURER RHEEM MODEL NO. RAMB042JAZ HVAC O 1. GENERAL A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. Compressors shall be guranteed for a period of five years. E. As built drawings shall be submitted to owner at the completion of project. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. B. C. D. Outdoor design temperature (Summer): 91T DB and 79'F WB Outdoor design temperature (Winter): 457 Indoor design temperature (Summer): 78T DB Indoor design temperature (Winter): 72'F DB 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioning equipment manufacturer's recommendations. INSULATION: Refrigerant suction piping shall be insulated with 1/2" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tape. C. DUCTWORK: a. All supply air ductwork shall be fiberglass ductboard, fabricated and installed as per latest edition of SMACNA "Fibrous Glass Duct Manual ". 1-1/2" thick R -6.0 b. All exhaust ductwork shall be galvanized sheet metal duct not lighter than 26 gage. c. All duct dimensions are clear inside dimensions. d. Flexible insulated ductwork with 1 1/2" thick fiberglass insulation with FRK vapor barrier, class I oir duct, U.L. R -6.0 MIN. 8. Provide metal round fittings with scoop at all flexible duct connection to supply duct. 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and air conditioning systems. Submit four copies of Test and Balance Report to owner for approval. 10. CONTROLS: Air conditioning units shall be started and stopped thru individual thermostat. Individual thermostats shall start /stop supply fans and activate cooling /heating systems as selected. 11 Mechanical plans in general, are diagrammatic in nature, and are to be read in conjuction with arch. Plumbing, electrical and structural plans and shall be considered as one set of documents. Duct and piping offsets, bends and transitions will be required to provide and install a complete functional system and shall be provided by the contractor at no additional cost to the owner. 12. Contractor shall verify job conditions prior to ordering, fabrication or installation of materials or equipment. Notify architect /engineer of any conflicts before fabrication. SEAL JOINT W/ DUCT SEALER AND TAPE AIR FLOW V INSULATE TOP OF DIFFUSER. DIFFUSER W/ OPPOSED BLADE DAMPER ADAPTOR ROUND TO SQUARE IF REQUIRED N.T.S. AIR DUCT (SEE PLAN VIEW) LOW FRICTION LOSS BRANCH TAKE -OFF FITTING METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY SUPPORT FROM UNDERSIDE OF STRUCTURE. 1 1/2" X 26 GA. GALV. STEEL HANGER STRAP (5' 0.C.) 6' MAX. INSULATED FLEX. DUCT BAND OF SAME SIZE AS HANGER STRAP SEAL JOINT WITH DUCT SEALER AND TAPE FLEXIBLE DUCT CONNECTION DETAIL LEGEND AxB S 10 "0 II IIIIIIIIIIIIIII S AXB -X # CFM CD VR HR U RA CFM EF- RECTANGULAR DUCT INSIDE DIMENSIONS FLEXIBLE ROUND DUCT INSIDE DIMENSIONS SUPPLY AIR, CEILING MOUNTED REGISTER RETURN AIR, CEILING MOUNTED REGISTER CEILING EXHAUST FAN RETURN AIR, WALL MOUNTED REGISTER CONDENSATE DRAIN PIPING AXB: NECK SIZE -AIR DEVICE TYPE # CFM CEILING DIFFUSER RETURN GRILL HORIZONTAL MOUNTED RETURN GRILL VERTICAL MOUNTED UNDER CUT RETURN AIR CUBIC FEET PER MINUTE EXHAUST FAN. DASHED LINE DENOTES SCOPE OF WORK EXISTING CU -2 RELOCATED W/ 4" HIGH CONCRETE PAD. SHALL BE INSTALLED AS PER FBC SECTION 301.13. MFBC. TO RESIT THE HURRICANE FORCE WINDS. REFER TO DWG M -2 FOR DETAILS. EXISTING CU -1 REPLACED AND RELOCATED W/ 4" HIGH CONCRETE PAD. EXHAUST GRILLE W /WALL CAP AND INSECT SCREEN CEILING EXHAUST FA\ DETAIL N.T.S. CONNECTING DUCTWORK EXHAUST FAN CABINET INTAKE GRILLE EAVE ELBOW LOUVER IN EAVE HVAC— KEY NOTES O FULL SIZE DISCHARGE PLENUM © TIE -IN TO EXISTING 3/4" CD PIPING DN TO 2' CD (UG) TO REMAIN. 30 EXHAUST FAN ® FULL LOUVER DOOR • REh WGERAN T PIPINGUP TO CLG SPACE © RUN REFRIGERANT PIPING IN CLG SPACE 0) REFRIGERANT PIPING FROM AHU ® DRAIN WELL TYPE FRENCH WELL 90 RETURN GRILL W/ PLENUM • EXISITING CU -2 RELOCATED ©1 EXISITING AHU -2 TO REMAIN. EAVE VENT EAVE VENT 6X4 1/8" 0 STAINLESS STEEL WIRE CABLE (MIN. OF 2 WITH 3/8 TURNBUC TURNBUCKLE FOR ADJ STMENT CONDENSING UNIT FASTEN C.U. TO 2' GALV. STEEL CHANNEL USING 1/4" GALV. STEEL BOLTS, NUTS & WASHERS WITH ISOMODE PAD. AT EACH CORNER. FASTEN CHANNEL TO CONCRETE USING 3/8" ROUND WEDGE ANCHORS, ONE ® EACH END OF CHANNEL AND EMBEDDED 2" DEEP. 2" GALV. STEEL CHANNEL (TYP.) CONCRETE PAD. N.T.S. 1• 11 PIA !R! J CONDENSING UNIT MOUNTING DETAIL LINE OF BLDG. 90' SOLDERED ELBOW. (TYP.) CAULK LINES WITH ELASTOMERIC MATERIAL AT BOTH ENDS. EXISTING AHU -1 - I NEW WALK —IN CLO © 00 ik 1116 12111 EF -2 x ■' 6X6 -CD 50 CFM 10X8 -CD 150 CFM 10X8 -CD 150 CFM NOTE: 1. ALL AIR DISTRIBUTION DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION. 2. FINISHES AND TYPES OF MOUNTS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWING 3. COORDINATE COLOR FINISH WITH ARCHITECT, TO MATCH W/ EXISTING 4. ARROWS INDICATE DIRECTION OF AIR DISTRIBUTION. 5. 30 MAX NOISE CRITERIA NEW MASTS BEDROOM NEW B A -H EF -1 6 "0 Z111111111 /1111111 IIIIIIIIIIIIIII 8 "0 10 "0 n 0 0 0 0 )II�; 0 "0 EXIS IN'G BEDROOM xilllllllllllllllllllllllllllli� 10X8 -CD 275 CFM 10X8 -CD 275 CFM 10X8 -CD 100 CFM R/A R/A 12X12 -HG R/ -12"0 SI 12X8 -VG THERMOSTAT. = 970 CFM MECH. ROOMS SHALL BE IN COMPLIANCE AS PER FBC. MIN. 4" CLEARANCES AROUND AHU. EXISTING FAMILY ROOM EXISTING DINNING ROOM EXISTING LIVING ROOM 1"X16 GA. STRAPPING WITH 1" RETURN BEND ON BOTTOM AND SCREWED TO SIDE OF DUCT. r - ROOF STRUCTURE SUSPENDED CEILING (SEE ARCH. DRAWINGS) 1 '‘N s-- SCREWS OR POWDER ACTUATED FASTENERS. DUCT DUCT HANGER DETAIL N.T.S. CEILING CLOSET WALL DRAIN (REFER TO PLUMBING DRAWINGS) NEOPRENE PADS 1/2" GALV. STEEL ANGLE ALL WELDED FRAME SUPPORT WITH DIAGONAL BRACING AND 3 "x3 "x1/8" PLATE FLOOR N.T.S. EXIST. SCALE: 1 /4" NEW OVERHANG ROOF AT RAISED PATIO EXISTING AHU -2 TO REMAIN. 0 EXISTING KITCHEN 1 0 0 E AN CA AHU -1 FAN COIL UNIT VOUNTING DETAIL O PANTRY 3 "x3 "x1/8" PLATE NEW UTILITY ROOM EXISTING BEDROOM STRUCTURE OF FLOOR ABOVE SUPPLY AIR DUCT 4" MIN. ALL AROUND FAN SECTION REFRIGERANT PIPES FROM COND. UNIT COIL SECTION FILTER 7 2" DEEP EMERGENCY DRAIN PAN AUXILIARY DRAIN PAN W/ FLOAT SWITH. FLOAT SWITCH SHALL STOP A/C SYSTEM. DRAWING NOTES: - THIS IS AN EXISTING HOUSE WITH EXISTING HVAC SYSTEM. SCOPE OF WORK IN THIS CONTRACT INVOLVES: NEW MASTER BETHROOM AND BATHROOM EXISTING AHU -1 TO BE REPLACE FOR NEW HVAC SYSTEM CONDITION AS SHOWN. REFER TO HEAT LOAD CALCULATION. EXISTING AHU -2 TO REMAIN AND RELOCA.,T - „CU -2 AS SHOWN. AN n D EXISTIN BATH W LOUVVER DOOR �U NOTES: 1 . ALL FAN COIL UNITS SHALL BE PROVIDED WITH FACTORY INSTALLED CIRCUIT BREAKER. 2. THERMOSTAT SHALL BE PROGRAMMABLE TYPE. - DRYER EXHAUST DUCT TO WALL Ok,' W/ DAMPER. DRYER EXHAUST DUCT INSTALLATION SHALL t BY MANUFACTURE RECOMMENDATION AND SECT DN 504 AS PER M.F.B.C. EXISTING GARAGE REYES - GAVILAN CONSULTING ENGINEERS, IN'1;11 ARISTIDES REYES — GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 'k346 STATE REGISTRATION P.E. 004818 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: 305 meg0ele0©beilsouth. et 6,4'84 fls 1 1 OF OWNER SUBMISSION 5 -9 -03 OWNER REVISION 6 -16 -03 cD — to w N- UJ _J u_ co W F V) � in CO w 0w'4-- Q =NO UU c a Qw -00 Q < 5 1 • M DRAWN D.R.G. CHECKED A.R.G. DATE 6 -5 -03 SCALE AS SHOWN JOB NO. 03 SH EET 1 SHEETS II'I • 00 0 00 0 HXST\C PLUVBING SYMBOL LEGE \) SYMBOL DESCRIPTION HD LP). SFRJC S - - - - -- - - - - pq c FD WCO S.O.V. s SYSTEM NO. DWELLING AREA BEDROOMS FLOW SEPTIC TANK GALLONS DRAINFIELD AREA SQ. FT. # 1 2,008 SF 3 300 GPD 900 420 SF GE \ERAL PLUVBI \G NOTES: 1 A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. 111111111111=11 E. ALL HORIZONTAL SANITARY PIPING 3" and larger shall slope at 1/8 inch per foot minimum, unless noted otherwise. per foot minimum, unless noted otherwise. All piping 2" and smaller shall slope at 1/4 "inch per foot minimum. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by architect and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. 4. MATERIALS: A. PIPING: a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, Schedule 40. b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" in concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Domestic water supply assembly. Chrome finish tubing with angle shut off valves. B. Insulation: a. Hot water & hot water return: Provide 1/2" thick fiberglass pipe nsulation with jacket and self sealing flaps. 5. PIPING TEST AND DISINFECTIONS: A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 6. CONTRACTOR SHALL COORDINATE exact location of sanitary, storm and domestic water piping before starting any work. Notify Architect /Engineer of any deviations from design drawings. 7. CLEANOUTS: A. Wall: Josam 58890 -15 8. CONTRACTOR to fire protect and seal all openings and pipe penetrations thru fire rated walls and ceiling. Materials and methods of fire rating shall be approved by the local product control aproval department and shall be U.L. listed. 9. PROVIDE CEILING /WALL ACCESS DOORS where indicated on drawings and when required to access mechanical equipment and valves. Doors shall be recessed type, fire rated if in fire rated wall or ceilings. As manufactured by Karp model RDW and KATR. 10. PLUMBING CONTRACTOR SHALL review structural and demolition drawings prior to bidding to fully familiarize himself with project. TIE VE BE -IN TO EXISTING 4 "SANITARY PIPING. IFY LOCATION AND INVERT ORE ROUGH -IN. 5' DRAWING NOTES: THIS IS AN EXISTING HOUSE WITH EXISTING PLUMBING FIXTURES SCOPE OF WORK IN THIS CONTRACT INVOLVES: 1 -) NEW MASTER BATHROOM AS SHOWN. 2 -) RELOCATE EXISTING CLOTHES WASHER AS SHOWN. 3 -) PROVIDE REF. ICE MAKE KIT AS SHOWN. 1 CU -2 CU-1 f F WaL EXI IN BA NEW MASTER BEDROOM RUN PIPING IN CRAWL SPACt P -4 NE� —IN NEW A/C - TIE -IN T 3/4" H IN CR EXISTING BEDROOM EXISTING CW PIPING SPACE. VE: ' LOCATION :EFORE ROUGH -IN 2" VTR EXISTING BATHROOM TO REMAIN. EXISTING AHU -1 REPLACED 26' EXIST. DRAIN FIELD 429 S.F. NEW MASTER BATHROOM DASHED LINE DENOTES SCOPE OF WORK REFER TO MECH. DWG. FOR CONDENSATE DRAIN EXISTING FAMILY ROOM EXISTING DINNING ROOM NEW REFRIGERATOR DASHED LINE DENOTES SCOPE OF WORK EXISTING LIVING ROOM L- � o Q � Q U CD 1— O Cn a _ cp X LLJ W CI) N. EXIST. SIDEWALK A /C PANTRY TIE -IN TO EXISTING 1/2 CW PIPING IN CRAWL SPACE. VERIFY LOCATION BEFORE ROUGH -I NEW OVERHANG ROOF AT RAISED PATIO EXISTING AHU -2 TO REMAIN. REF J _) 0 J EXISTINQ KITCHEN\ 0 EXIST. DW L J 00 O UV EXISTING KITCHEN TO REMAIN. PANIFRY INEW UTILITY ROOM 1 1 1 EXISTING 1 BEDROOM 1 1 OPOS SCALE: 1 /4" — l 5 0" D 2 VTR EXI STI N BATH NG G J RELOCATED WASHER & DRYER J AN TIE -IN TO EXISTING 3/4" H & CW PIPING IN EXISTING E-1 ROOM VERIFY LOCATION BEFORE ROUGH -IN EXISTING WASHER RELOC DASHED LINE DENOTES SCOPE OF WORK EXISTING GARAGE EXISTING BATHROOM TO REMAIN. EXISTING 1" DOMESTIC WATER SERVICE W/ WATER METER AND B.F.P. TO REMAIN. VERIFY SIZE AT SIZE, NOTIFY ENGINEERS ANY DISCREPANCIES. (22 FU WHOLE HOUSE.) in < N Q W J i 0 Lwow q =NO U CJ Cri� CC Z Q M 0 l 1 (0 LLD crY L l in 0 0 z 0 S1' (f) o Z O mz o Z w CL CO i 4 Ina ATED R G REYES - GAVILAN CONSULTING ENGINEERS, IN .1\ ARISTIDES REYES — GAVILAN, P.E. l 1 CERTIFICATE OF AUTHORIZATION STATE REGISTRATION P.E. 00481 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: (30 me a elec ©bellsouth.n 9 � 840 6 '484 ti •••• •• • • •• • . A • • • • •••• .. • • • • •• • PLUVBING SYMBOL LEGE \) SYMBOL DESCRIPTION SANITARY LINE VENT LINE COLD WATER LINE HOTWATER LINE EXISTING LINE GATE VALVE FLOOR PENETRATION FLOOR DRAIN WATER HAMMER ARRESTOR WALL CLEANOUT SHUT -OFF VALVE TIE -IN TO EXISTING PIPE VERIFY LOCATION AND INVERT BEFORE ROUGH -IN. - - - - - - -- - - - - pq c FD WCO S.O.V. s GE \ERAL PLUVBI \G NOTES: 1 A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. 111111111111=11 E. ALL HORIZONTAL SANITARY PIPING 3" and larger shall slope at 1/8 inch per foot minimum, unless noted otherwise. per foot minimum, unless noted otherwise. All piping 2" and smaller shall slope at 1/4 "inch per foot minimum. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by architect and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. 4. MATERIALS: A. PIPING: a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, Schedule 40. b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" in concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Domestic water supply assembly. Chrome finish tubing with angle shut off valves. B. Insulation: a. Hot water & hot water return: Provide 1/2" thick fiberglass pipe nsulation with jacket and self sealing flaps. 5. PIPING TEST AND DISINFECTIONS: A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 6. CONTRACTOR SHALL COORDINATE exact location of sanitary, storm and domestic water piping before starting any work. Notify Architect /Engineer of any deviations from design drawings. 7. CLEANOUTS: A. Wall: Josam 58890 -15 8. CONTRACTOR to fire protect and seal all openings and pipe penetrations thru fire rated walls and ceiling. Materials and methods of fire rating shall be approved by the local product control aproval department and shall be U.L. listed. 9. PROVIDE CEILING /WALL ACCESS DOORS where indicated on drawings and when required to access mechanical equipment and valves. Doors shall be recessed type, fire rated if in fire rated wall or ceilings. As manufactured by Karp model RDW and KATR. 10. PLUMBING CONTRACTOR SHALL review structural and demolition drawings prior to bidding to fully familiarize himself with project. TIE VE BE -IN TO EXISTING 4 "SANITARY PIPING. IFY LOCATION AND INVERT ORE ROUGH -IN. 5' DRAWING NOTES: THIS IS AN EXISTING HOUSE WITH EXISTING PLUMBING FIXTURES SCOPE OF WORK IN THIS CONTRACT INVOLVES: 1 -) NEW MASTER BATHROOM AS SHOWN. 2 -) RELOCATE EXISTING CLOTHES WASHER AS SHOWN. 3 -) PROVIDE REF. ICE MAKE KIT AS SHOWN. 1 CU -2 CU-1 f F WaL EXI IN BA NEW MASTER BEDROOM RUN PIPING IN CRAWL SPACt P -4 NE� —IN NEW A/C - TIE -IN T 3/4" H IN CR EXISTING BEDROOM EXISTING CW PIPING SPACE. VE: ' LOCATION :EFORE ROUGH -IN 2" VTR EXISTING BATHROOM TO REMAIN. EXISTING AHU -1 REPLACED 26' EXIST. DRAIN FIELD 429 S.F. NEW MASTER BATHROOM DASHED LINE DENOTES SCOPE OF WORK REFER TO MECH. DWG. FOR CONDENSATE DRAIN EXISTING FAMILY ROOM EXISTING DINNING ROOM NEW REFRIGERATOR DASHED LINE DENOTES SCOPE OF WORK EXISTING LIVING ROOM L- � o Q � Q U CD 1— O Cn a _ cp X LLJ W CI) N. EXIST. SIDEWALK A /C PANTRY TIE -IN TO EXISTING 1/2 CW PIPING IN CRAWL SPACE. VERIFY LOCATION BEFORE ROUGH -I NEW OVERHANG ROOF AT RAISED PATIO EXISTING AHU -2 TO REMAIN. REF J _) 0 J EXISTINQ KITCHEN\ 0 EXIST. DW L J 00 O UV EXISTING KITCHEN TO REMAIN. PANIFRY INEW UTILITY ROOM 1 1 1 EXISTING 1 BEDROOM 1 1 OPOS SCALE: 1 /4" — l 5 0" D 2 VTR EXI STI N BATH NG G J RELOCATED WASHER & DRYER J AN TIE -IN TO EXISTING 3/4" H & CW PIPING IN EXISTING E-1 ROOM VERIFY LOCATION BEFORE ROUGH -IN EXISTING WASHER RELOC DASHED LINE DENOTES SCOPE OF WORK EXISTING GARAGE EXISTING BATHROOM TO REMAIN. EXISTING 1" DOMESTIC WATER SERVICE W/ WATER METER AND B.F.P. TO REMAIN. VERIFY SIZE AT SIZE, NOTIFY ENGINEERS ANY DISCREPANCIES. (22 FU WHOLE HOUSE.) in < N Q W J i 0 Lwow q =NO U CJ Cri� CC Z Q M 0 l 1 (0 LLD crY L l in 0 0 z 0 S1' (f) o Z O mz o Z w CL CO i 4 Ina ATED R G REYES - GAVILAN CONSULTING ENGINEERS, IN .1\ ARISTIDES REYES — GAVILAN, P.E. l 1 CERTIFICATE OF AUTHORIZATION STATE REGISTRATION P.E. 00481 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: (30 me a elec ©bellsouth.n 9 � 840 6 '484 ti •••• •• • • •• • . A • • • • •••• .. • • • • •• • PLUMBING FIXTURE CONi TlO\ SCHEDULE NO. DESCRIPTION DRAIN WATER 4 �. REMARKS COLD HST P -1 WATER CLOSET 3 1/2" -- FLUSH TANK,' "1.6 P -2 LAVATORY (COUNTER TYPE) 1 1/2" 1/2" 1 /2" PROVIDE ' ' GPM * F,AUC ET3 f' P -3 ROMAN TUB (NOTE 1) 2 1/2" 1/2" w PROVIDE 2.5 GPM SHOWE EAD P -3A SHOWER (NOTE 1) 2" 3/4" 3/4" BASIN BY ARCH. (PROVIDE"2.5 GP( SHOWERHEAD) d P -4 BIDET 1 1/2' 1/2" 1/2" RESIDENTIAL FIXTURE AS PER IKERIOR DESIGNER SPEC'S. REF REFRIGERATOR 2" 1/2" -- BY OWNER. PROVIDE ICE MAKER KIT W CLOTHES WASHER 2" 1/2" 1/2" BY OWNER, PROVIDE RECESSED BOX, GUY GREY T200 OR EQUAL F- rating = 3 Nr CAJ5052 T- rating T1E -IN TO EXISTING 4" SAN. PIPING VERIFY LOCATION BEFORE ROUGH -IN EXISTING 4" SAN. ® Floor or Wall assembly = 4 thick concrete © Steel Pipe - 16" (or smaller) Sch.40 (or heavier) steel. Q Pipe Insulation - Nom_ 2" thick fiberglass (Min. 35pcf) Insulation, with MTn. Max. 1" annular space between the insulation and the perimeter of the opening_ ® A) TRE1=Mstop WS - wrap strips, wrapped 4 times around the insulation. B) TRE:Mstop WBM - MTnl4" mastic applied withn annulus on top of wrap strips, and Min. 4" mastic applied within annulus between opening and last wrap strip layer. NOTE: For walls apply TREMstop WS Q W5M to both surfaces of wall. TWO HOUR RATED WALL AND SLAB PIPING PENETRATION. TIE -IN TO EXISTING 3/4" H & CW PIPING IN CRAWL SPACE. VERIFY LOCATION BEFORE ROUGH —IN WATER HAMMER - ARRESTOR (TYP.) NOTE: • ALL HORIZONTAL DRAIN PIPE 2 ° 0 OR SMALLER SHALL BE SLOPED AT 1 /4 "/FT • ALL HORIZONTAL DRAIN PIPE 3 "0 OR LARGER SHALL BE SLOPED AT 1 /8 /FT. MIN. PLUMBI \G IS. N.T.S. 11111110 1101111 111111 J� L 2 " VTR ITRIC DIAGRAM MINI —SHOCK ABSORBER P.D.I.= AA REF RUN PIPING IN CRAWL SPACE APPROVED BACK FLOW PREVETOR (EQUAL WATT SD -2) 1/2" 11E —IN TO EXISTING SAN. PIING VERIFY LOCATION BEFORE ROUGH —IN COVER SECURED WITH SCREWS THREADED C.O. PLUG FIN. GRADE 4 X 6" DIA. CONCRETE PAD FLUSH W /FIN. GRADE EXTERIOR TYPE SLIP JOINT ADJUSTABLE COLLAR THREADED C.O. PLUG FIN. FLOOR FLOOR TYPICAL CLEANOUT DETAIL N.T.S. WALL FACE OF WALL STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. S. 0.V. TIE —IN TO EXISTING 1/2" CW PIPING IN CRAWL SPACE. VERIFY LOCATION BEFORE ROUGH —IN J t 2" VTR ti 2' 7 - SHOCK ABSORBER P.D.I.= "M" (TYP.) RUN PIPING IN CRAWL SPACE TIE —IN TO EXISTING H AND CW PIPING IN CRAWL SPACE VERIFY LOCATION BEFOREROUGH —IN. NOTES: 1. ALL SHOWER HEADS SHALL BE OF THE ANTI — SCALD, PRESSURE BALANCE TYPE. 2. ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER CONSERVATION STANDARDS. 3. PROVIDE WATER HAMMER ARESTOR FOR ALL FIXTURES W/ AUTOMATIC VALVE AND PROVIDE AIR CHAMBER IN E.A WATER RISER OR WATER LINE FIXTURES. RG REYES - GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES — GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 846 STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: (3 5 r egael ec ©bel i sou th. nt 648 Ai 1 OWNER SUBMISSION 5 -9 -03 OWNER REVISION 6 -16 -03 • •.•• • 00 a .1.1a• • • 0000 •• 0 • • • 60 0 • •• ••