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Home My WebLink About1102, 1106, 1110, 1114 Victoria Glen Dr (a) (2)- T v :INS •�tv.. 'fi tn'• ':i,. �n. 'b,� �� d•, ro' , yy, 7. I I e � I { , e Fill y , ® v a 4 "'p r JN` r4m 100 ",s . OWN Hl 0 M PHA& T11 1 y - - j i y I .� D rt r" I wN"'llr. A i I y,54i � _ y I � � ;• 8:12 •_;�• t S 8:12 8:12 , I i Y. Q. t T .1ti . L i FJ, c . �:: a :.) IC"•'n•• n•"• T I i fi 8:12 I i` i . .• ,�, �Yr,', ':.,• ..'.: .•; '•:' i . •. I ::-.•'K' � 8.12 e t } I I I 1 ..,. „.... •: •.: �.:;• .",i.•,: .. fir•. •:�,�:�. I 1 ♦i' 1 1 •. 'r I. ♦ .} • -. -. ,:l ..J. 5: .. a ♦ r r, .1.. .. .� A° - _ 41 1.,. ,:1 r'•Y '"• L-� � ., � � •.4... .� ,. •. •. E ...., ♦.• .. CRE S '�s ,, : ♦'4 { •,• 'i1 V riI •N • T' '\ �•L y I . N• } 1h r• '•S I �! 1 L' 41' v4' ♦i: 8.12 1 . ' r....s 4•• .} \... .'1� .', 1♦ 8:12 r I nr "4•-� n...N a rE P ''moi•♦ ..'••i• °a., r 1 tD .1 1 t q i A 4 1 t 1. r 1• ,, ,:: . at yi : 1. r ' • •r l Ell-] 0010 MMMUM MEM•. •:1, ;.,,?A.,r� L_ \: .i ,, ,, .. \: .: • . ..,r....r. .•..:..' ' ' ,•+'::r.'`� ,t NSAAR�D BUILDING ANDECONDITIONALL•Y ?.. Y:. n i • %'T r y:.., w ( . + f j• ', /4 }'� ` ESE PCA UM .. 1 IfT11I1ITI ( I , - a ',y •,.• � ;: .. • LL1J1J LLil1J ,v a 4• r ®L11LlJ® ®®® _ ®®® ® ® � ;Y _ � - ,y. '�. ,.. Y .,.,..•�RMMEH MUM -_-_- �_-_ _ „I,�•r.; • r ®® ® ,,.'•��•�. 1 ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL. BE a _ '.t.. '` --- - - - - - -. < �'It "'.'.�1 Yf i LICENSE TO PROCEED WITH ,.'.I''" :t •••K•+; •,.♦ ,• •Fl ,. � :;.o,.,.:.,'. ••';� CONSTRUED TO BEA I THE WORK AND NOT A5 AUTHORITY TO VIOLATE, CANCEL, At -TER, OR SET ASIDE ANY OF THE Ei E2 E3 E4 PROVISIONS Cl- THE TECHNICAL CODES; NOR SHALL y ISSUANCE OF A PERMIT t REVENI THE BUILDING r COR R _C i _ r NC; !\ RT T -ra R,_OU�,�t, 0 H AF 22E ORTH21 FROM ORTH21 � ORTH22E 57 , 56 1 55 , J`t , TON OP ERRORS ON TH -,PLANS, CONSTRUCTlor1 ELEV. A ELEV. A O ELEV. A (REV.) ELEV. A (REV.) i OR OTHER VIOLATIOi'�S O. 9 -S -1E COC�ES. I t , i r ; DRAWINGr Construction Documents Conceptual Design Structural Engineer ;Builder & Owner SHEET NO. DESRIPTION g C-1 COVER, INDEX, REVISIONS, & ,Project Coordination of Record • I F f BC1 NOT USED f BC2 , BUILDING COMPOSITE FIRST FLOOR PLAN 1 i ■ 1 OfFICE BC3 BUILDING COMPOSITE SECOND FLOOR PLAN Cuadra Design TF Design, Inc. g APEX Technology ■ u'. ► ► BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS « Studios Inc. Structural Engineering BC5 BUILDING COMPOSITE SIDE AID ENTRY ELEVATIONS 6685 Arroyo Dr. g P R BC6 BUILDING COMPOSITE Melbourne FL, 32940 B I c osl E RooF PLAN 2171 `Avenue road, Suite 302 474 � 4 I 5 qutton Park Court, , 00 park Avenue South 1 1.1A UNIT ORTH22E FLOOR PLANS AND DETAILS North York, Ontario M5M 4134 Suite 402 ;Suite 2 0 1.2A UNIT ORTH22E ELEVATIONS AND DETAILS TEL: (321) 288-6274 TEL: (416) 322-6334 Jacksonville, FL 32224 ;Winter Park,,FL 32789 1.3A UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER EMAIL: info@t-f-design.eom inf0@quadradesignstudios.Cot11 TEL: (904) 821-5200' I TEL: (4f7) 599-9994 No. Revision Date ey 1.4A UNIT ORTH22E ELECTRICAL PLANS ' CONSTRUCTION DOCUMENTS `-F f 2.1 A UNIT ORTH21 FLOOR PLANS AND DETAILS q : TF DE�.�IGa� 1 SNC. i 2.2A UNIT ORTH21 ELEVATIONS AND DETAILS 't GENERAL DESIGN CRITERIA 2.3A UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER 2.4A UNIT ORTH21 ELECTRICAL PLANS 3.1 A UNIT ORTH21 FLOOR PLANS AND DETAILS 3.2A UNIT ORTH21 ELEVATIONS AND DETAILS 3.3A UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER 3.4A UNIT ORTH21 ELECTRICAL PLANS 4.1 A UNIT ORTH22E FLOOR PLANS AND DETAILS 4.2A UNIT ORTH22E ELEVATIONS AND DETAILS 4.3A UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER THIS SET 4.4A UNIT ORTH22E ELECTRICAL PLANS D1 PARTY WALL SECTIONS AND FIRE SEPARATION DETAILS D2 RATED ASSEMBLY INFORMATION D3 GENERAL WALL SECTIONS AND DETAILS D4 WALL SECTIONS AND FIRE SEPARATION DETAILS ST -1 STRUCTURAL SPECIFICATIONS ST -2 BUILDING FOUNDATION PLAN ST -2A DOWEL PLACEMENT PLAN ' ST -3 FIRST LEVEL STRUCTURAL PLAN ST -3A FIRST LEVEL ROOF FRAMING PLAN ST -4 SECOND LEVEL STRUCTURAL PLAN ST -4A SECOND LEVEL ROOF FRAMING PLAN ST -5 TYPICAL WALL SECTIONS ST -6 STRUCTURAL DETAILS ST -7 STRUCTURAL DETAILS 't GENERAL DESIGN CRITERIA OCCUPANCY CLASSIFICATION - R3 Y { CONSTRUCTION TYPE - 513 WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) SEE STRUCTURAL ENGINEERING SHEETS THIS SET 1 APPLICABLE CODES: } FLORIDA BUILDING CODE, 2010 I AND FBCR 2010 I FLORIDA PLUMBING CODE, 2010 fi FLORIDA MECHANICAL CODE, 2010 FLORIDA FIRE PREVENTION CODE, 2010 I LIFE SAFETY CODE NFPA 101, 2009 . 1 NEC, 2008 FLORIDA ENERGY CODE 2010 FBC ) PE M IT y i i 6685 Arroyo Dr Melbourne FL, 32940 D E S I G .N TEL:, (321) 288-6274 building design services EMAIL, Info@t-f-design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the i work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. VLI.i RA DESIGN STUDIOS INC. 2171 Avenue Road, Suke 302, Toronto, OntMSM464 I tel: (416) 322-6334 fax: (416) 322-7294 ! email: info@quadradesignshldios.com Quadra Design Studios Inc. retains the copydghtin all drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed without the written consent f { of Quadra Design Studios Inc. 9 Client Project LO C Name. H LAKE PH 3 SANFORD, FL 28' TOWNS Copyright a Copy: ® 2009 Quadra Design Studios Inc. Sheet Title COVER SHEET AND INDEXES Drawn CHRIS BERGERON ,�k`� TF Scale n_ 11 Sheet 1 /4 —1-0 No. d Date MARCH 2013 Project .10025 No. C.1 i ' I File o • 10025 COVER j 7 _061 112 28-001 28#-0" 280-001 280-0" 0 it lot—oil 1p '_10 2 16'-201 10'-0" 10: 1160-71' 10'-0"' 10'-0" 161— 7pl CONC. PATIO CONIC. PATIO CONC. PATIO CONC. PATIO UNIT ELEC, DINING DININGUNIT ELEC. 12'0"x9'0" METER LOC. DINING 12'O"x9'0" DINING METER LOC, 12'10"x9'0" 12'10"x9'0" GATHERING ROOM GATHERING ROOM GATHERING ROOM GATHERING ROOM / / 14'0"x16'0"' 14'0"x16'0" 15'1 "(1 1'6")xl 6'0" 15'1"(11'6")xl6'0" L T D1 1 FLUSH BREAKFAST FLUSH BREAKFAST FLUSH BREAKFAST FLUSH BREAKFAST — — — — BAR _PLR BAR BAR - — — — — - — — — 7 7— 7 7 F T' 7 C14 CN MrDW! D W D W 0 W F K I TUR -EN F KITCHEN KITCHEN UP 1713 1 C EN 12'10"x9'4" 12'0"x9,4„12'0"x9'4" 12'10"x9'4" WALK-IN WALK-IN PANTRY PANTRY r S Ad (L -.6-0 _J PAN. — -i _J L (A 0 0 UNIT ELEC. UNIT ELEC, PANEL LOC __�PWD. PANEL LOC. _J STORAGE < STORAGE FOYER FOYER FOYER FOYER GARAGE GARAGE 18'6"(1 8'0")xl 9'l 0" 18'6"(1 8'0")Xl 9*10" L — — — — — — — - UP 17R UP 7R STORAGE GE iTCWA O0 L GARAGE GARAGE 18'6"x19'10" 18'6"x19'10 % 3'-0' WIDE 3'-0" WIDE j CONCRETE CONCRETE SIDEWALK SIDEWALK No. Revision Date E UNIT ELEC. L /^4 "N, UNIT ELEC. C 0 04 0 LEC. PANEL LOC. PANEL LOC. UNIT EL E C. CONSTRUCTION DOCUMENTS UNIT E METER LOC, METER LOC. -,q- 7 4 ------------------ J L - -------- .-----r--- TF DESIGN, INC. • 3'-0" WOE 3'-0* WIDE 7" 6685 Arroyo Dr. CONCRETE CONCRETE SIDEWALK SIDEWALK Melbourne FL, 32940 DRIVEWAY Z_ DRIVEWAY Z—DRIVEWAY DRIVEWAY, TEL: (321) 288-6274 D E S I Q N 7 EMAIL: lnfo@t-f-des�ign.com building design services Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned —11 161—op. V.- 161-011 10 ill, 16�04 50-40P 160-0 upon request. 50-4 —7 —11 30 — 200 160-0-0 7#-6" 19"-10" 8t -2j) 39'-0" 80-2)1 19,-10" 7'-6#), UADRA 112'-0 1 DESIGN Srumos INC. 2171 Avenue Road, Suite 302, Toronto, Ord. M5M 4IB4 tel: (416) 322-6334 fax: (416) 322-7294 email: lnfo@quadradasignatLidlos.com UP. 17R _J PAN. F TW07H JW D FOYER STORAGE OY4,,� UP 7_� -C 0 T12 R H25 6� 5 5R H2�� R H. 2 0 T Ouadra Design Studios Inc. retains the copyright in all dravAngs, plans, 5 7L V sketches, and all digital Information. They may not be copied or used for L ?A� (REV.) any other projects or purposes or distributed Without the vfi%en consent 0 V. ?A� E E V. i�) LEV. ( �K V. �) E Elf of Quadra Design Studios Inc. Client NOTES, DIMENSIONS AND F)F DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR FLOOR PLAN UNIT 7r-.-' UILIDN Ili G FIRST ISL®® P"LAN. 3/16 WALL SYMBOLS LEGEND INDICATES 2 HOUR CMU PARTY WALL UL V906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT. PLAN, CONSTRUCT PER U906 SPECIFICATIONS i INDICATES I HOUR RATED CMU EXTERIOR ALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS is 4HR 7 _061 112 28-001 28#-0" 280-001 280-0" 0 it lot—oil 1p '_10 2 16'-201 10'-0" 10: 1160-71' 10'-0"' 10'-0" 161— 7pl CONC. PATIO CONIC. PATIO CONC. PATIO CONC. PATIO UNIT ELEC, DINING DININGUNIT ELEC. 12'0"x9'0" METER LOC. DINING 12'O"x9'0" DINING METER LOC, 12'10"x9'0" 12'10"x9'0" GATHERING ROOM GATHERING ROOM GATHERING ROOM GATHERING ROOM / / 14'0"x16'0"' 14'0"x16'0" 15'1 "(1 1'6")xl 6'0" 15'1"(11'6")xl6'0" L T D1 1 FLUSH BREAKFAST FLUSH BREAKFAST FLUSH BREAKFAST FLUSH BREAKFAST — — — — BAR _PLR BAR BAR - — — — — - — — — 7 7— 7 7 F T' 7 C14 CN MrDW! D W D W 0 W F K I TUR -EN F KITCHEN KITCHEN UP 1713 1 C EN 12'10"x9'4" 12'0"x9,4„12'0"x9'4" 12'10"x9'4" WALK-IN WALK-IN PANTRY PANTRY r S Ad (L -.6-0 _J PAN. — -i _J L (A 0 0 UNIT ELEC. UNIT ELEC, PANEL LOC __�PWD. PANEL LOC. _J STORAGE < STORAGE FOYER FOYER FOYER FOYER GARAGE GARAGE 18'6"(1 8'0")xl 9'l 0" 18'6"(1 8'0")Xl 9*10" L — — — — — — — - UP 17R UP 7R STORAGE GE iTCWA O0 L GARAGE GARAGE 18'6"x19'10" 18'6"x19'10 % 3'-0' WIDE 3'-0" WIDE j CONCRETE CONCRETE SIDEWALK SIDEWALK No. Revision Date E UNIT ELEC. L /^4 "N, UNIT ELEC. C 0 04 0 LEC. PANEL LOC. PANEL LOC. UNIT EL E C. CONSTRUCTION DOCUMENTS UNIT E METER LOC, METER LOC. -,q- 7 4 ------------------ J L - -------- .-----r--- TF DESIGN, INC. • 3'-0" WOE 3'-0* WIDE 7" 6685 Arroyo Dr. CONCRETE CONCRETE SIDEWALK SIDEWALK Melbourne FL, 32940 DRIVEWAY Z_ DRIVEWAY Z—DRIVEWAY DRIVEWAY, TEL: (321) 288-6274 D E S I Q N 7 EMAIL: lnfo@t-f-des�ign.com building design services Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned —11 161—op. V.- 161-011 10 ill, 16�04 50-40P 160-0 upon request. 50-4 —7 —11 30 — 200 160-0-0 7#-6" 19"-10" 8t -2j) 39'-0" 80-2)1 19,-10" 7'-6#), UADRA 112'-0 1 DESIGN Srumos INC. 2171 Avenue Road, Suite 302, Toronto, Ord. M5M 4IB4 tel: (416) 322-6334 fax: (416) 322-7294 email: lnfo@quadradasignatLidlos.com UP. 17R _J PAN. F TW07H JW D FOYER STORAGE OY4,,� UP 7_� -C 0 T12 R H25 6� 5 5R H2�� R H. 2 0 T Ouadra Design Studios Inc. retains the copyright in all dravAngs, plans, 5 7L V sketches, and all digital Information. They may not be copied or used for L ?A� (REV.) any other projects or purposes or distributed Without the vfi%en consent 0 V. ?A� E E V. i�) LEV. ( �K V. �) E Elf of Quadra Design Studios Inc. Client NOTES, DIMENSIONS AND F)F DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR FLOOR PLAN UNIT 7r-.-' UILIDN Ili G FIRST ISL®® P"LAN. 3/16 WALL SYMBOLS LEGEND INDICATES 2 HOUR CMU PARTY WALL UL V906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT. PLAN, CONSTRUCT PER U906 SPECIFICATIONS i INDICATES I HOUR RATED CMU EXTERIOR ALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS Project Name LOCH LAKE PH 3 SANFORD, FL i BUILDING 12 28 FT TOWN HOMES LOTS 57 TO 54 ' Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn decked Bv CHRIS BERGERONTC,,,' TF y Scale 1/4,1 =10 -011 Sheet No. Date MARCH 2013 Proo.ject V C L 10025 N - File No. 10025—BLDG 12 r •, - � a ' 7• i 1• t 1• •i. O O IA t[I IA N to to p • w to to x x x v' , % X X ,•,• X X X •'a ' X x x h \ a•'4 ' O Oa 0 O o a 4 ! r \ i •t 'S ,'{{ •teM t. f r Q ,F' ! •y •4 '4' ! r• EGR RE E R ESS E S E RESS SS RESS 1,: RES ERE .. E EGRESS EGR S G EG EG S G SS G S CRESS EGRESS G .• '.►t 'S CRESS ES E Y '1 •I 4 1 •} •f '1 J" 'Y .r• •y. i, f 7. •l i • i. .. `�.• ••�� •�, FIN SECOND F R. I COD L ,1. •1 rt t Y• •t V , ,• •r• ^ 1• Vi •1, • ,J • • C 'I r• ' t w I I I '7 4 - 11' h .,r s r' Y: p, 1`Y :5 7 ',•�• T F N OP 0 WINDOW L. t x % o 0 +7 M 't ' 'Y• ♦, t 4i ;I. f. x 'i• x 0 0 t .. M7 M A/C , / "aex"ae PATIO OITAq DOOR 1000 f. x 'i• x 0 0 t .. M7 M A/C , / 96"x96" "a ex"ae PATIO OITAq DOOR 1000 96"x96" PATIO DOOR .y, % •i. ..I ` 0 0x M M .} 1 t, :4 t• y1., R. A/C t / 96"x96" PATIO DOOR I o j' ` S I I r II i i 6:12 r 6:12 6:12 ; 1 „ ,1•• '„ r ''••? ..• .•1• �., ,"�;'• r No.1 Revision Date Ely .t 'T•'• CONSTRUCTION DOCUMENTS 'S °�• � TOP OF PLATE ' �'•I` a �' •.1.11; :'. I II I• ' \ '•'f• r5 •,,'.;w� o� too p� •;'.; p mo p . ''r'•} I TOP OF WINDOW 6.12I F DESIGN, SIGNs INC. i6:12 I' "< v •i" , I. ro I ! d'a a 00 � Cb 1. _i r 66 Arroyo Dr. 8 0 0 M — 5 'I M v 1'. I i M M a •54 I 1' 1• . t �• M .y f. Melbourne our 32940 2 40 •I i I� , o i n, r, 4t r. i d F � •'i;l � l �' k J" f' - •�'rIfa1 �' '•+� v i.. ` ,•y N TEL: I 321 288-6274EGRESS EGRESS v •h� ',• � D E S I G E I n i , f } building L• t -des com , r'r •,design i ler ces 9 •s, t•�'' h a '' i• • R I w. ' 4 • J' SECOND', INY I •t •FL I 1 , i r •A' r a• I "Ij F '1` •� ',`•R N' E 'f 1r •L 'L Y •1 • �••f, 8:12 4'M .4' •. C' ' ' ,' I � Contractor must verify all dimensions o the and re Pos•12 I 7 discrepancy t •to the desi ner bef • t..:"in .r .Wllh the 9 Ore proceeding J I 5 , 4, A• , • 'ty' "•/ f1 _ , TO OF W W •�. DO wo - • r-.:� rk.Drawin s a , — O be sca i 'I•• ' J ..J • �I 9 P RE Y• TE �• i :f 4 w Alldra sa in an spec ificatio s ns a In truments 9 re of service a "1" ;•�";• {; . : , ; } • ,. the copyright property Yof the designer and must be returned ,;•, ,t, } �11.7• µ;Ill II•:• 'J. ©❑❑❑ ©� ® :I SII, 71E] ❑� EIFF7® ❑® ®®� '1.14. i ❑ ❑� ❑❑ , , I — — — 11.E ••}� , � _ I':�. � •� • _ i 0— 'CO VAATT �`I.LJ� B '., . J t ra I•..- DESIdN STUDIOS INC. y ❑ L71o . .. .: • . " :.': —L A h, ke 302, Toronto, Ont (.. v • ' n : i telt/ 416 322-63 a l ti .,:� j 1 •• , •. FIN. GROUND1 21 ,Su MSM 464 ❑ ❑ ❑J ILE [R] ❑12111M 111M111M MUM] [[[m [[u M im [HIM :: ®®® ❑ ®® ). 34 fax: (416) .com 94 . FLR. email. intoQquadradeslgnstudlos.com Quadra Design Studios Inc. retains the copyright In all drawings, pians, FIN. GRADE $" 1 sketches, and all digital information. They may not be copied or used for E1 E2 E3 E4 ? any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. ORTH22E ORTH21 ORTH21 �EL TH2�A�(�RE Client rr ELEVT A 0 V. A ELEV. A (REV.) E V.) Rro)ect LOCH LAKE PH 3 I Name SANFORD, FL FRONT ELEVATION BUILDING 12 28 FT TOWN HOMES LOTS 57 TO 54 ' I t T �T Copyright & Copy; 0 2009 Quadra Design Studios Inc.4 �J1 �1IT B�JILDI1 �`IG F ul t`I� AND REAR ELEVATIONS- y TbeetFRONT AND REAR ELEVATIONS "'"Brawn CHRIS BERGERON decked TF 3/16 _ -- O c Scale 1/4111=11-011 Sheet ' A ' No. Date MARCH 2013 IroNo )ect 10025 g Coq, f NiO. 10025 BLDG 12 a •r f % x \ 0) 'r•' e O 1 1 LJ I 00 v .• ,dA C it c ' / 'I. t. i FIN. GROUND OU D FLR. I o j' ` S I I r II i i 6:12 r 6:12 6:12 ; 1 „ ,1•• '„ r ''••? ..• .•1• �., ,"�;'• r No.1 Revision Date Ely .t 'T•'• CONSTRUCTION DOCUMENTS 'S °�• � TOP OF PLATE ' �'•I` a �' •.1.11; :'. I II I• ' \ '•'f• r5 •,,'.;w� o� too p� •;'.; p mo p . ''r'•} I TOP OF WINDOW 6.12I F DESIGN, SIGNs INC. i6:12 I' "< v •i" , I. ro I ! d'a a 00 � Cb 1. _i r 66 Arroyo Dr. 8 0 0 M — 5 'I M v 1'. I i M M a •54 I 1' 1• . t �• M .y f. Melbourne our 32940 2 40 •I i I� , o i n, r, 4t r. i d F � •'i;l � l �' k J" f' - •�'rIfa1 �' '•+� v i.. ` ,•y N TEL: I 321 288-6274EGRESS EGRESS v •h� ',• � D E S I G E I n i , f } building L• t -des com , r'r •,design i ler ces 9 •s, t•�'' h a '' i• • R I w. ' 4 • J' SECOND', INY I •t •FL I 1 , i r •A' r a• I "Ij F '1` •� ',`•R N' E 'f 1r •L 'L Y •1 • �••f, 8:12 4'M .4' •. C' ' ' ,' I � Contractor must verify all dimensions o the and re Pos•12 I 7 discrepancy t •to the desi ner bef • t..:"in .r .Wllh the 9 Ore proceeding J I 5 , 4, A• , • 'ty' "•/ f1 _ , TO OF W W •�. DO wo - • r-.:� rk.Drawin s a , — O be sca i 'I•• ' J ..J • �I 9 P RE Y• TE �• i :f 4 w Alldra sa in an spec ificatio s ns a In truments 9 re of service a "1" ;•�";• {; . : , ; } • ,. the copyright property Yof the designer and must be returned ,;•, ,t, } �11.7• µ;Ill II•:• 'J. ©❑❑❑ ©� ® :I SII, 71E] ❑� EIFF7® ❑® ®®� '1.14. i ❑ ❑� ❑❑ , , I — — — 11.E ••}� , � _ I':�. � •� • _ i 0— 'CO VAATT �`I.LJ� B '., . J t ra I•..- DESIdN STUDIOS INC. y ❑ L71o . .. .: • . " :.': —L A h, ke 302, Toronto, Ont (.. v • ' n : i telt/ 416 322-63 a l ti .,:� j 1 •• , •. FIN. GROUND1 21 ,Su MSM 464 ❑ ❑ ❑J ILE [R] ❑12111M 111M111M MUM] [[[m [[u M im [HIM :: ®®® ❑ ®® ). 34 fax: (416) .com 94 . FLR. email. intoQquadradeslgnstudlos.com Quadra Design Studios Inc. retains the copyright In all drawings, pians, FIN. GRADE $" 1 sketches, and all digital information. They may not be copied or used for E1 E2 E3 E4 ? any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. ORTH22E ORTH21 ORTH21 �EL TH2�A�(�RE Client rr ELEVT A 0 V. A ELEV. A (REV.) E V.) Rro)ect LOCH LAKE PH 3 I Name SANFORD, FL FRONT ELEVATION BUILDING 12 28 FT TOWN HOMES LOTS 57 TO 54 ' I t T �T Copyright & Copy; 0 2009 Quadra Design Studios Inc.4 �J1 �1IT B�JILDI1 �`IG F ul t`I� AND REAR ELEVATIONS- y TbeetFRONT AND REAR ELEVATIONS "'"Brawn CHRIS BERGERON decked TF 3/16 _ -- O c Scale 1/4111=11-011 Sheet ' A ' No. Date MARCH 2013 IroNo )ect 10025 g Coq, f NiO. 10025 BLDG 12 a -is r, j � I 7 . I I r ( i i 44 u'.NILs' 8:12 8; 12 8;12 6 8:12 1? f. e,• �? 11 61' 8:12 8:12 r I� TOP OF PLATE TOP OF PLATE TOP OF WINDOW •, L `` y r Y• TOP OF WINDOW iF 'Yr .' 'r .:Iv' 5 .t. Jf ` 1' ••1.1' I •1 S 'rte O ..F•: I• N _ I W f J I' • y ll• 1 J R >' EG ESS 0•, i E GRESS ti`i• 1' •.Jr t• .'i• r 1 •1' r Y I. iY P 0 .'I I e .. 1• .Y. .r N• SECOND FLIR. J, .,:••,� FIN SECOND R. J, ( • ,• 'i t •e� '1 •cy•a•1 Y• .12 v •t .'1' i 1 t � 7777 J l})J �y d :i 'Yw• 1. h '1 J ' TP 0F WINDOW v • 'ti TMPERE I LE iR C. ry �. ^ •4 H • t . • i ' ETER''NI E' r4 s , 0Y i. —^:r+ •f'O N JI • 5 '•,'• TEMPE N , 7r+ 0 x 'METER •.� . J '• .1 • � f i 5 •f 5'• !• •1 J 'w• •C' Y• `i. TOP 0F WINDOW r •,' v , .. " `1 oo • 'r, •' • "t 1 .0 , •t •1 tD ••A, { 4r 4. r,,jq1 ' a 1••I 0 Y ' 1 •4' ,r �• "ti•. t' FIN. GROUND FLR. '•r'',: •' 1 l . •'Y 'f. • i ; • 1 FIN. GROUND FLR u' FIN. GRADE $" FIN. GRADE 8„ 1; r ORTH22E ' 57 t t OR TH 22E 54 ELEV. 'A' REV. C • ELEV. A k �. ELEVATIONLEFTRIGHT„ ELEVATIONK FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION ` SHEETS 4 11 TNIT BUILDING` LEFT AND RIGHT END ELEVATIONS e 3/16 k'y t 8 :12 8:12 1 \ \ 8:12 \ 8:12 No. Revision Date BY \ CONSTRUCTION DOCUMENTS \ .n. 5 TF DESIGN, INC. 6685 Arroyo Dr. •Y ,' .. f,�r •',, `', •\ • k c+ Melbourne FL 32940 0 ill: 1:ir� ••., TEL: 321 288 6274 '•,' ::: • D E S I C, N EMAIL• info lnfo@t-f-design.com Citsi n.com e � ,.., . . • ;,� +,, .', .,1;, •;� : 1 building design services Contractor must verify all dimensions on the job and report any ,,'�• '� �' ,' ':,, ! ; �.1. q;; • `. � �; � ;,�; . ,:'•`},, �, , ` t '' I • :,; ; • ,; o :; '' discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. ,' a ,. " , ; • Y r ,,,' (: All drawings and specifications are Instruments of service and .,• I ,; : _:. •,'' •',; ,, �,. '.•,I•'.t the copyright property of the designer and must be returned .,,. •;..�. :,' upon request. ,•Y. ", UADRA '. ,,. •;•� 'J "IT •1 • • •a: L �,1 • 'i.,• i DESIGN STUDIOS INC.: �+ 'ai , , �'' " r 2171 Avenue Road Suite 30Z Toronto Ont. MSM 484 tel' (416) 322-6334 fax: (416) 322-7294 email: Info@quadradesignstudios.00m , Quadra Design Studios Inc. retains the copyright in aB drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client t > > > t > > i WALKWAY ELEV. A WALK%1� ELEV: A WALKWAY ELEV. A WALKWAY ELEV. A E� E2 E3 E4 WALKWAY ELECTRIC ICHE ON GARAGE WALL ELECTRIC METER NICHE ON GARAGE WALL WALKWAY. °h y INTERIOR PORCH ELEVATIONS Name LOCH LAKE PH rNFORD, FL 6 BUILDING 12 h"NTRY WALL SIDE 'LE S 28 FT TOWN HOMES - �J1 �I+lJ1 `U� V�L`�1TIO LOTS 57 TO 54 Copyright & Copy; ® 2009 Quadra Design Studios Inc. " �_0�� sheet BIDE AND PORCH ELEVATIONS = 3 / 161 Tits Drawn CHRIS BERGERON Checked TF i By By Scale u_ r 11 1/4 —1 -0 Sheet 1 j No. Date MARCH 2013 Na ject 10025 BC -5 ® File 10025BLDG 12 I g t i sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project Name LOCH LAKE PH 3 Na SANFORD,FL -�- BUILDING 12 28 FT TOWN HOMES LOTS 57 TO 54 a Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title BUILDING ROOF PLAN Byawn CHRIS BERGERON decked TF Scale 1/4"=1'-0" Sheet No. Date MARCH 2013 No Project 10025 BC -6 No 10025 BLDG 12 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP, 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS, TYPICAL 'FOR ALL SHELVES U-1 zo & LEDGES UJ 4i U. N 5/8" PTD. PINE SHELF 0 CONSTRUCTION TO ADHERE TO THESE PLANS AND Ld CLOSET OR PANTRY w/ MIN. 14"y DEEP Li SUPPORTED ON 5/8"x2" Li M < _J 0 z UJ T_ bi z Li z UJ < LJ Z J L> z O 0 < < x 0 0- < z < 0 0 _J UJ F- _J U 0 I(Ar__ ll - in z z COUNTERTOP t 11 0 _J Z) 0 0 z Li I SPECIFICATIONS APP�INCE SHALL COMPLY WITH UL923 TRIM BIDS. OVER ALL PTD. LJ V) 0 z Ol x I W § R4 B LABEL YES 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO FOR 1 HIR RATED WALLS 11-14 SH BLOCK SINGLE HUNG 261" 501" 274" 501" 9.32 NO ID 1115SH BLOCK SINGLE HUNG 26J' 63" 274" 631" 11.59 NO 6--8" 1 IH6 SH BLOCK SINGLE HUNG 261" 72" 274" 72" 13.25 NO 2438 SH FRAME SINGLE HUNG 28" 44" 284" 4441" 8.56 NO ISS IFLOOR RPARTY RTWALL TEMP GLASS 1/2 FRENCH 2444 SH FRAME SINGLE HUNG 28" 52" 284' 524" 10.11 NO @ 2450 SH FRAME SINGLE HUNG 28" 60" 281" 4 604" 11.67 NO 1 2460 SH FRAME SINGLE HUNG 28" 72" 281" 721" 14.00 NO 1 CONCRETE BLOCK WALL REINFORCED PER 24 SH BLOCK SINGLE HUNG 37" 50j" 374" 50j" 1.3,01 NO EQUIVALENT THICKNESS, CONTRACTOR TO 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES INTERIOR DOOR 8' CLO. TYP. 26 SH BLOCK SINGLE HUNG 37" 72" 371" 72" 18.50 YES 21-411 2440 SH FRAME SINGLE HUNG 27" 47" 273" 4 473" 4 08-81 NO 8'-0" 1 3040 SH FRAME SINGLE HUNG 36" 48" 361" 481" 12.00 NO 3050 SH FRAME SINGLE HUNG 36" 60" 361" 4 601" 4 15.00 YES INTERIOR DOOR 9' CLG. TYP. 3060 SH FRAME SINGLE HUNG 36" 72" 1 3641" 721"1 18.00 YES 48x50 SH BLOCK SINGLE HUNG 48" 501" 4834" 502" 16.88 NO 1'-6" 61-13" 4843 SH BLOCK 1 SINGLE HUNG 48" 63" 483" 4 63" 21,00 YES 1 J" 48x72 SH BLOCK SINGLE HUNG 48" 72" 1 484" 72" 1 24.00 YES BEARING PARTITIONS 2x4 SPFfr2 ®16" FOR 2 STORIES TO 10'-0" MAX HEIGHT. 4040 SH FRAME SINGLE HUNG 48" 48" 481" 481" 16.00 NO I TEMP GLASS FRENCH 1 LT 4050 SH FRAME SINGLE HUNG 48" 60" 481" 601" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS, MANUFACTURERS SPECS. 15# FELT PAFER OVER EXT. -I DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER FLOOR PLAN - TYPICAL 'FOR ALL SHELVES CONSTRUCTION NOTES (Unless Otherwise Noted) • & LEDGES UNLESS NOTED OTHERWISE (U.N.O.) ALL 5/8" PTD. PINE SHELF CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14"y DEEP SUPPORTED ON 5/8"x2" 1 2 2P -2#j Li LV) FBCR CODE AND AMENDMENTS, STRUCTURAL i 5 SHELVES FOR 9' CEILING PTD. PINE CLEATS & Z M < MECHANICAL ENGINEERS DRAWINGS AND 0 z 0 rJ 0 F- SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION F- z < _J U z O ll - in DOOR STOP PERIMETER COUNTERTOP t 11 _J MICROWAVES LOCATED ABOVE A COOKING I SPECIFICATIONS APP�INCE SHALL COMPLY WITH UL923 TRIM BIDS. OVER ALL PTD. LJ V) 0 z Ol 2'-15" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS PINE SHELVES to 2'-15" 8'-0" 14 R4 B LABEL YES FOR 1 HIR RATED WALLS @ 3'-0" 61-81, 1 R4 TEMP CLASS 1/2 FRENCH UNDERLAY UNDER RESILIENT AND WOOD ID I 10'-0" MAX, HEIGHT (SEE STRUCTURAL Q 1 PHONE CHARGER 48" AFF 9 LITE, TRANSOM / ELEV 1C 0 3'-0" 6--8" 1 R4 _J LL_ M INSULATION, 1/2" INTERIOR DRYWALL FINISH, Of EXTERIOR WALLS TO HAVE A FIRE RESISTANCE TEMP CLASS FULL FRENCH COATHOOKS ON FINISHED PANEL RATING OF 1 HOUR WHERE LIMITING DI TANCE 15 LITE, TRANSOM / ELEV Z 0X (A @ 0" 8'-0" 1 R4 3/4..x7-1/2" PTD. ISS IFLOOR RPARTY RTWALL TEMP GLASS 1/2 FRENCH .3'- J FINISHED TEXTURE COATING PER BUILDERS 18 GR ND ALFROM T014 OF 12 LITE, TRANSOM / ELEV @ 30-01, 8'-0" 1 R4 S1 KITCHEN SCALE 2:1 @�FLUSH 40" BREAKFAST BAR SECTION TEMP GLASS FULL FRENCH 1 COAT CEMENTITIOUS APPLICATION, 8" NOM. 1 18 LITE, TRANSOM / ELEV @ 2'-8" 6'-8" 1 CONCRETE BLOCK WALL REINFORCED PER ITEM, #3-1,3 ALSO APPLY WITH 721.3 . 11FOR INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 STRUCTURAL ENGINEERS SPECIFICATIONS; EQUIVALENT THICKNESS, CONTRACTOR TO INTERIOR DOOR 9' CLG. TYP. 2'-6" 6'-8" 1 TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CQRRECT INTERIOR DOOR 8' CLO. TYP. 2'-6" 8'-0" 1 OF WALL. 1x2 PRESSURE TREATED INTERIOR DOOR 9' CLG. TYP. 21-411 61-8" 1 INTERIOR DOOR 8' CLG, TYP. STRIPPING 11 0,24" O.C. 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. O 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-2" 6'-8" 1 %LL: SECOND FLOOR PARTY WALL ToER INTERIOR DOOR 8' CLG. TYP, 2'-2" 8'-0" 1 (R-8,61) RAT�D CONTINUOUS FROM TOP OF MASONRY INTERIOR DOOR 9' CLG, TYP, 1'-6" 61-13" 1 FIRD WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR DOOR 8' CLG. TYP. 19-60f 81-010 1 J" INTERIOR STUD PARTITIONS INTERIOR DOOR 9' CLG. TYP. SHE,�THING. SHAFT LINER ASSEMBLY PER UL (_QN V-10" 6'-8" 1 BEARING PARTITIONS 2x4 SPFfr2 ®16" FOR 2 STORIES TO 10'-0" MAX HEIGHT. INTERIOR DOOR 8' CLG. TYP. 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 1 LT PROPOSED ELEC 1. METER LOC 0 z 280-01' O NU J 0 L) 00 4'-11 80-010 20-10" UJ cl� U 0 CL ZO 0) O0 Li On 1. < _J 2 nwm z M 18) 11z) :3 cl� LJ TEMPER 0 V) O� V) GLASS NGE 8080 PATIO DOOR < TUB 00 ! l 1V1 i I Vl 3/8x5/0 /_0 _U 11( - GROUND FLOOR PLAN - TYPICAL 'FOR ALL SHELVES CONSTRUCTION NOTES (Unless Otherwise Noted) • & LEDGES ! l 1V1 i I Vl 3/8x5/0 /_0 _U 11( - GROUND FLOOR PLAN - TYPICAL 'FOR ALL SHELVES CONSTRUCTION NOTES (Unless Otherwise Noted) & LEDGES UNLESS NOTED OTHERWISE (U.N.O.) ALL 5/8" PTD. PINE SHELF CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14"y DEEP SUPPORTED ON 5/8"x2" 1 2 2P -2#j 14 SHEI,VES, PROVIDE 4 SHELVES FOR 13' L'G FBCR CODE AND AMENDMENTS, STRUCTURAL i 5 SHELVES FOR 9' CEILING PTD. PINE CLEATS & ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND 5/8%2" FRONT VALENCE rJ SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION PROVIDE 1/4"x1" PTD, OVER CONSTRUCTION OF THESE UNITS. THESE I EQUIPPED WITH BACK DRAFT DAMPER. DOOR STOP PERIMETER COUNTERTOP t 11 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM� MICROWAVES LOCATED ABOVE A COOKING I SPECIFICATIONS APP�INCE SHALL COMPLY WITH UL923 TRIM BIDS. OVER ALL PTD. _J FRAME WALL CONSTRUCTION C14 0� < i CEMENTITIOUS FINISH _J Z a_ FINISHED TEXTURED COATING PER BUILDERS SURFLCOR AND FLOOR TRUSS e ES 3/41 T&G SUB -FLOOR ON PRE-ENGINEERED < =FLOOR SPECIFICATION OVER 7/8" THICK PRIMED 3 PINE SHELVES KITCHEN 5 i COAT CEMENTITIOUS APPLICATION OVER i GALV. METAL LATH w/ WATER RESISTANT <HOUSE NAILING SCHEDULE) PROVIDE DRAFT STOPPING • 1: 1`11 BARRIER PER ASTM C 1063 & APPROVED < V) r) RECEPTACLE FOR CELL CABINET 0 UNDERLAY UNDER RESILIENT AND WOOD ID 10'-0" MAX, HEIGHT (SEE STRUCTURAL Q FLOTRING PHONE CHARGER 48" AFF 0 _J ENGINEERS SPECIFICATIONS) R13 BATT cc M17 EXPOSED BUILDING FACE _J LL_ M INSULATION, 1/2" INTERIOR DRYWALL FINISH, Of EXTERIOR WALLS TO HAVE A FIRE RESISTANCE COATHOOKS ON FINISHED PANEL RATING OF 1 HOUR WHERE LIMITING DI TANCE Z 0X (A IS THAN S-0" 3/4..x7-1/2" PTD. ISS IFLOOR RPARTY RTWALL J FINISHED TEXTURE COATING PER BUILDERS 18 GR ND ALFROM T014 OF PINE LEDGER BD, F 0 YE R STOP & DROP S1 KITCHEN SCALE 2:1 @�FLUSH 40" BREAKFAST BAR SECTION ! l 1V1 i I Vl 3/8x5/0 Inc.AREA CALCULATIONS (ANSI) 'UNIT 22EA GROUND FLOOR AREA 707 SF SECOND FLOOR AREA 1025 SF TOTAL A/C AREA 1732 SF GARAGE 389 SF PORCH 12 SF TOTAL AREA 2133 SF .a ra es gn u os Client NameProject LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION"Al! LOT 57 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES, Drawn C CHRIS BERGERON I Byheckod TF By Scale 1/4"-1'-0" Sheet No. Date MARCH 2013 Project 10025 11A No. it IFIle No. 10025ORTH22E CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14"y DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHEI,VES, PROVIDE 4 SHELVES FOR 13' L'G FBCR CODE AND AMENDMENTS, STRUCTURAL i 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION RANICE-HOOD VENT (FBC-M1503) RANQE HOOD VENTED TO EXTERIOR AN? OVER CONSTRUCTION OF THESE UNITS. THESE I EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM� MICROWAVES LOCATED ABOVE A COOKING I SPECIFICATIONS APP�INCE SHALL COMPLY WITH UL923 I _J FRAME WALL CONSTRUCTION C14 0� < i CEMENTITIOUS FINISH _J Z a_ FINISHED TEXTURED COATING PER BUILDERS SURFLCOR AND FLOOR TRUSS e ES 3/41 T&G SUB -FLOOR ON PRE-ENGINEERED < =FLOOR SPECIFICATION OVER 7/8" THICK PRIMED 3 TRUSSES BY REGISTERED TRUSS MANUFACTURER, (SEE STRUCTURAL ENGINEERS 5 i COAT CEMENTITIOUS APPLICATION OVER i GALV. METAL LATH w/ WATER RESISTANT <HOUSE NAILING SCHEDULE) PROVIDE DRAFT STOPPING 1: 1`11 BARRIER PER ASTM C 1063 & APPROVED < V) r) EVERY 1000 S.F. BRACING IN ACCORDANCE WITq TPI/WTCA BCSI. (1/4') PANEL TYPE WRAP, 7/16" OSB EXTERIOR i SHEATHING, 2x4 STUDS,® 16" D.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX, HEIGHT (SEE STRUCTURAL Q FLOTRING 0 _J ENGINEERS SPECIFICATIONS) R13 BATT cc M17 EXPOSED BUILDING FACE _J LL_ M INSULATION, 1/2" INTERIOR DRYWALL FINISH, Of EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LJ RATING OF 1 HOUR WHERE LIMITING DI TANCE Z 0X (A IS THAN S-0" CCONCRETE BLOCK CONSTRUCTION 14 < CEMENTITIOUS FINISH Iv ISS IFLOOR RPARTY RTWALL J FINISHED TEXTURE COATING PER BUILDERS 18 GR ND ALFROM T014 OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLA O UP TO 9'-4" A.F.F TO 13E 2 HR FATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PERJUL ASSEMBLY U905, FBC TABLE701(2) CONCRETE BLOCK WALL REINFORCED PER ITEM, #3-1,3 ALSO APPLY WITH 721.3 . 11FOR STRUCTURAL ENGINEERS SPECIFICATIONS; EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CQRRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1/2".T. STRAPPING AT 24" D.C. T -NAILED INTO STRIPPING 11 0,24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 112' 1 19 2 HOUR SHAFT LINER SYSTEM PARTY2 INTERIOR DRYWALL FINISH, TOTAL R -VALUE %LL: SECOND FLOOR PARTY WALL ToER 5 2 (R-8,61) RAT�D CONTINUOUS FROM TOP OF MASONRY L FIRD WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHE,�THING. SHAFT LINER ASSEMBLY PER UL BEARING PARTITIONS 2x4 SPFfr2 ®16" FOR 2 STORIES TO 10'-0" MAX HEIGHT. U37,3 AND INSTALLED PER MANUFACTURERS SPEP.. PROVIDE 2x4 SPF#2 BOTTOM PLATE & ROOF COaSTRUCTION. 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS, MANUFACTURERS SPECS. 15# FELT PAFER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRAPE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" D.C. PREENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM D1 OEXPOSED FLOOR TO EXTERIOR FASPA AND VENTED SOFFIT (EXCEPT ERE FIRE PROVIDE MIN, R-11 BATT INSULATION IN PROTECTED) OVER SUSFASCIA, T FLOORS BETWEEN CONDITIONED AND ROOF UNCONDITIONED SPACES APPROVED HOUSE -VENTILATION VENT ROOF PER 2010 FBCR REQUIREMENTS, PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF OATTIC OVER LIVING SPACE WITH OFF -RIDGE VENTS (O'HAGINS, INCOR EQUAL) AS RE IRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2- INTERIOR DRYWALL FINISH ON CEILING 21 ALL iWALLS IN TUB AND SHOWER SURROUND AREAS N TH TILEITO BE CEMENT TILE BACKER BOA D PER FBC2007 O 4 R70 .4.2 O INTERIOR STAIRS -SITE BUILT FOC 2010 8311.7.3 WINDOW �ENERAL NOTES! 52 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED MINI�Ulvl EMERGENCY ESCAPE WINDOW ENING SIZES 11 TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS, / (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE NDOW REQUIRED , I IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2xI2 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDQW =, 5.7 Sq. Ft. DOWN AS REQUIRED CLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMEf GENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW - 5.7 Sq. Ft. MINIUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE Ic DOWN AS REQUIRED CLUED AND NAILED..; OPENING - 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS MIN, TREAD 10.1 OPENING = 20" MAXIMUM SILL HEIGHT FOR EMERGENCY SCAPE OPENING MAX, NOSING = I 1/4 4 ABOVE FLOOR MAX. RISER = 7 3/4-; _ MIN. HEADROOM - 6, 8" 2MINIMUM .) FOR WINDOW SILL HEIGHT (FBC-R613.2) WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" i, THE OWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDPW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" IFINIS�ED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH - 31 1/2"i FOR WINDER STAIRS I MIN. WINDER TREAD MEASURED= 10' FLASHING (FBC SEALANTS AND WEATHERSTRIPPING R612.2) /r 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED INST ALL LL APPROVED CORROSION RESISTANT FLASHING AT XTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURF CE OF THE EXTERIOR WALL FINIS I OR WATER REST TIVE BARRIER. WINDOWS SHALL BEISEALED WITH � " MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 521 HAND RAIL 2010 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR - FBC R311.7.7 MIN. STAIR HANDRAIL HEIGHT - 34" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. JUNC$URE BETWEEN EXTERIOR PLASTER ;AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT - 36" SEAL NT COMPLYING WITH rBC2007 R613.8.1 KN MIN. EXTERIOR GUARD HEIGHT = 36" M FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" -BETWEEN PICKETS, i SIZEI (FOC -R612,12,2) a f HANDRAILS TO MEET REQUIREMENTS FOR' TYPE 11 RAILS FBC R311.7.7.3 FOR GRIP 1 MASPNRY ROUGH OPENING DIMENSION SHALL PROVIDE FORA WINDOW PERIMETER SEALANT J NT A MAXIMUM 01 SPECIFICATIONS, HANDRAILS TO TERMINATE OF `1 4" IN WIDTH D4 TO WALL OR NEWEL POST PER FBC ( 8311.7.7.2 CONTINUITY MINIMUM ENERGY CODE REQUIREMENTS WINDOWS 3" 6's O WALLS BACKING ONTO ATTIC IOR SECT�IOIN 402 COMPLIANCE TOTAL WINDOW AREA SHALL NOT EXC E 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOT �y FLOOR AREA (2010 FBC ENERGY CODE ��Y SPACE FROM UNCONDITIONED ATTIC SPACE 402$2.3 ) N SHALL BE INSULATED WITH R-19 BATT Mil' UM WINDOW VALUES SHALL COMPIL WITH 2010 INSULATION. INCLUDES VAULTED CEILING,' FBC )ENERGY CODE TABLE 402.1.1 VALU5 OR AS f, SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA FLA/RES COMMUTER PROGRAM & CEILING- BETWEEN GARAGE AND LIVING WINDPWS WITH CERTIFIED PERFORMANCE SHALL HAVE 1 OWALL 9 SPACE I THE 14RC LABEL PROVIDING U -VALUE &SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF: REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPICTION. No. Revision Date BY GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE CONSTRUCTION DOCUMENTS AND GARAGE MIN. R-11 IN WALLS AND FLOORS vvl CONDITIONED SPACE ABOVE, 'TAPE AND SEAL & STRUCTURALLY SUPPORT AlL JOINTS IN ORDER TO BE GAS AND FUME. TIGHT, SEAL ALL PENETRATIONS PER 201 FBC Q/M�NSION & AREA N07 -ES TF DESIGN, INC. R302.11 (4) FOR C.M.U. WALLS, ALL DIME YSIONS AR ME MEASURED FROM FACE Of-; 6685 Arroyo Dr. DOOR FROM GARAGE TO HOUSE CONCRETE "ASONR)- UNIT (,FYC' - UDES INSIDE STRAPPING W1 DRYWALL Melbourpe FL, 32940 10 DOOR AND FRAME AND TO BE GAS PROOFED.DOOR f_X;rf-_R1OR FINISH FOR SIDING IT N TO BE EQUIPPED WITH SELF CLOSING DE CE AND WEATHERSTRIPPING. TI CEYENTIOUS FINISH. D E S I G N TEL: (321) 288-6274 f, -OR EXTERIOR STUD WALLS, ALLEMAU building design services info@t-f-design.com PRECAST CONCRETE STEP OR WOOD STEP DlYrNSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIOf' FACE OF STUD TO OUT51r1f_ RISE 7 3/4" MINIMUM TREAD 10" f FAqE- OF -X 7E -RI 0/? SHEA THINO Contractor must verify all dimensions on the job and report any CLOTHES DRYER VENT ( FBC-Ml= (EX' f5IDING) UDE-S 718" CEMENTITIOUS SH discrepancy to the designer before progeeding with the 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 0/? 'r work. Drawings am NOT to be scaled. 10'-0" FROM A/C CONDENSER, MIN. 36' FROM - FOR INTERIOR 57 -UD WALLS, ALL All drawings and specifications are Instruments of service and ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM the copyright property of the designer and must be returned DAMPER MAX. 25' DUCT LENGTH. 45' BEND FA CiE OF STUD TO FACE OF STUD. upon request. 5' 2.. & 90' BEND - 5' 4OUARE- FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FOC-RB07) 13 A1E1SU1?ED TO EXTERIOR SURF -ACE OF ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. CE,E-1 TITIOUS FINISH, MASONR)II VENEER, -R 11OUTLINE-D UADRA X 30" VERT. HEIGHT. ALLOW 30" OR SIDING (PE ELEVATION) AS DESIGN STUDIOS INC. HEADROOM IN AMC AT HATCH LOCATION. (R-30) RIGID IN MERICAN NA(FIONAL STANDARDS INSULATION BACKING.N5 , TUTF INC.PVC. ANSI Z765-20 2171 Avenue Road, Suite 302, Toronto, Ont M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@cluadradesignstUdios,com Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed without the written consent M! ^ A r% A: Inc.AREA CALCULATIONS (ANSI) 'UNIT 22EA GROUND FLOOR AREA 707 SF SECOND FLOOR AREA 1025 SF TOTAL A/C AREA 1732 SF GARAGE 389 SF PORCH 12 SF TOTAL AREA 2133 SF .a ra es gn u os Client NameProject LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION"Al! LOT 57 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES, Drawn C CHRIS BERGERON I Byheckod TF By Scale 1/4"-1'-0" Sheet No. Date MARCH 2013 Project 10025 11A No. it IFIle No. 10025ORTH22E � 9 { 4 ! , I I ' 6.1 72 20 N� 6:12 E 8:12 ( Z �� 8:12 VX i DECORATIVE POLYURETHANE ASPHALT SHINGLES LOUVER SPECTIS No, NilLCRT1632 16"Wx32"Hx15/a" r 2$ �• ! PROJ. ° 8:12 � . a y DECORATIVE FLAT WINDOW I HEADER W/ SMOOTH T• CEMENTITIOUS FINISH i t _ (SEE DETAIL ) TOP OF PLATE J nP nI= tAnNlnnUJ o 6:12 .. 1x6 t o RAISED FRIEZE TRIM 4• . ., ••. W SMOOTH CEMENTITIOUS • T 4 SH( YP DECORATIVE ARCH - ED . • L I , EGRESS • WN DOW HEADER • '; v W/— SMOOTH S 00TH CEMENTITI O US v 1 M INS FINISH TYP , 4 M USE FINISH TYP PROVIDE CONTROL JOINT 0 P .,. ARTY WALL r o 7/8" CEMENTITIOUS C MENTIT OUS X p ', '•,'• FINISH OVER SHEATHING 7/$" CEMENTITIOUS • . � ';• ,� FINISH OVERHE T S A RING t , PROVI DEONT C ROL Q 2-20"x60 PREFORMED JONT PARTY WALL ••i f 00 'i ., STUCCO LOUVERED ERED SHUTTER S . .Y • •I ,• -ti t t a 4 I •. • 5 o • • O �1 h , t • (SEE DETAIL f•' EGRS FINISH E1G RE S S , , 1 •;1 .' PROVIDE CONTROL JOINT 1x81RAISED BAND ®T P OF BLOCK WALLSEEDETAIL). , •t 5 SMOOTH CEMENTtTIOUS FIIS I SECOND F R .7 81CEMENTITIOUS FINISH `•f • • , , , 'LPROVIDE•, CONTROL JOINT 8.12OVER SHEATHING4. y 8• I � ' 1 r h• n Zi - ® 0 OF OC P BLOCK L K WALL ? , i • •:I' , 4 611 WIDE SCORED ORE DOOR 4. 1 6 RAISED I •;'' r� , . i♦ TEMPEREq SMOOTH CEMENTITIOUS TEMPERS •' + \ t • buKKUUNU W/ SMUUTH L� .: r•.,•• , , 7, h FINISH TYP , 4 4' LE• TRI •! •'hAETER'•NI• •FiE' C x „ ,• , O 1, .SMOOTH 1/2" CEMENTITIOUS FINISH ••f Y 4• • M1, }. . 4• , •r • r 4 „ , 5 4 . i♦ TEMPEREq SMOOTH CEMENTITIOUS TEMPERS •' + \ t • buKKUUNU W/ SMUUTH L� - - i��13C► .0 ••� � r• TOP OF WINDOW 0 � I 11 6 WIDE SCORED WINDOW ORE INW 0 x 0 SURROUND W SMOOTH 0 � TT , VI M CEMENTITIOUS FINISH SH O ',. , •y' O r ..,-1/2" CEMENTITIOUS EN ITIOUS , IL FINISH OVER BLOCK ' WALL T.i A ti ! C • x 5 IN GROUND FL R. FN GRADE I i FLANKAGEELEVATION A FRONT ELEVATION A REAR ELEVATION ,A w , TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. TOTAL CLASS AREA ON FRONT ELEVATION 54.91 SQ. FT. ;. TOTAL GLASS AREA ON REAR ELEVATION FOR "A' &s ' '= , 8 142.00 I _ I I -• i 1 I p I D E S I GrxN i I TEL: (321) 288-6274 EMAIL., info@t-f-dedgn.com building design services r. 6'-8" MIN, HEADROOM i I Contractor must verify all dimensions on the job and report any f i discrepancy to the designer before progeeding with the 21-4" -r PROVIDE work. Drawings are NOT to be scaled. I r / 51-1 O11 8� 5/8 TYPE _ 11 All drawings and specifications are Instruments of service and X I a the copyright property of the designer a d must be returned DRYWALL. I upon request. 1 6 UNDER + MIS 'STAIRS jjj T LA �nA1/2" NOM. STUCCO� L�11'1. PLASTER FINISH r - STUDIOS INC. ( i 2171 Avenue Road, Suite 302, Toronto, Ont M5M 464 tel: (416) 322.6334 fax. (416) 322-7294 email: info@quadradesignstudios.com ELECTRIC METER i1 Quadra Design Studios Inc. retains the copyright in all drawings, plans, 0 i D_ sketches, and all digital information. They may not be copied or used for j 4 NICHE (�)020PED �%R STAIRWELL any other projects or purposes or distributed without the written consent Z E WALL GUARD ON STAIR j of Quadra Design Studios Inc. 4" THICK CMV I Client It to �r i I J STAIR DIMENSION 1 1^ , D MEN - I I SECOND FLOOR TO THIRD FLOOR i { Project LOCH LAKE PH 3 2"DIA. CONDUIT TO 1T RISERS ®7 9 16 EACH- 10-8 3/4" Name 11 RUN THROUGH CMU 16 TREADS © 10 EACH SANFORD, FL ( HOLLOW CORE M: TOTAL FLR, TO FLR, HEIGHT= 10'-8 3/4' ACTUAL ORTH22E SEE STRUCTURAL SHEETS FOR ADDITIONALELEVATION'A' :, II s t STAIRS FASTENING INFORMATION FOR LOT 57 P 0 R C H A P Copyright & Copy-, 02009 Quadra Design Studios Inc. SheSECTION THROUGH ELECTRIC METER NICHE Title ELEVATIONSI& STAIR SECTION I Via""' CHRIS BERGERONedced TF By Scale 1/4of 1-0" Sheet No. g I Date MARCH 2013 Project 10025 No. 1.2A f File § f No. 10025 ORTH22E a .: r•.,•• , , 7, h FINISH TYP STUCCO PLASTER (TYP) „ • 1, .SMOOTH 1/2" CEMENTITIOUS FINISH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH , 0 BLOCK WALL . (GROUND FLOORT , '• �❑ H E SEE DETAIL).,.: ARCHEDEAD R ,• •4', i 'J• 1, CEMENTITIOUS FINISH 1/211x41 I, RAISED TRIM OVER 11%6" SCORED BAND -- OVER BLOCK WALL (GROUND ROUND FL00R TY P.) WITH SMOOTH CEMENTITIOUS FINISH5 r x3 P EFO PREFORMED STUCCO Y• :l �,. 5 3 E M X" PR FOR ED STUCCO t M WATER TABLE(SE E DETAIL) ,y. 3ry. WATER TABLE (SEE DETAIL) PRECAST STUCK -ON .. ,• ,, . ` PRECAST STUCK—ON ' 7MFIT FFMMMEl STONE VENEER , - - i��13C► .0 ••� � r• TOP OF WINDOW 0 � I 11 6 WIDE SCORED WINDOW ORE INW 0 x 0 SURROUND W SMOOTH 0 � TT , VI M CEMENTITIOUS FINISH SH O ',. , •y' O r ..,-1/2" CEMENTITIOUS EN ITIOUS , IL FINISH OVER BLOCK ' WALL T.i A ti ! C • x 5 IN GROUND FL R. FN GRADE I i FLANKAGEELEVATION A FRONT ELEVATION A REAR ELEVATION ,A w , TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. TOTAL CLASS AREA ON FRONT ELEVATION 54.91 SQ. FT. ;. TOTAL GLASS AREA ON REAR ELEVATION FOR "A' &s ' '= , 8 142.00 I _ I I -• i 1 I p I D E S I GrxN i I TEL: (321) 288-6274 EMAIL., info@t-f-dedgn.com building design services r. 6'-8" MIN, HEADROOM i I Contractor must verify all dimensions on the job and report any f i discrepancy to the designer before progeeding with the 21-4" -r PROVIDE work. Drawings are NOT to be scaled. I r / 51-1 O11 8� 5/8 TYPE _ 11 All drawings and specifications are Instruments of service and X I a the copyright property of the designer a d must be returned DRYWALL. I upon request. 1 6 UNDER + MIS 'STAIRS jjj T LA �nA1/2" NOM. STUCCO� L�11'1. PLASTER FINISH r - STUDIOS INC. ( i 2171 Avenue Road, Suite 302, Toronto, Ont M5M 464 tel: (416) 322.6334 fax. (416) 322-7294 email: info@quadradesignstudios.com ELECTRIC METER i1 Quadra Design Studios Inc. retains the copyright in all drawings, plans, 0 i D_ sketches, and all digital information. They may not be copied or used for j 4 NICHE (�)020PED �%R STAIRWELL any other projects or purposes or distributed without the written consent Z E WALL GUARD ON STAIR j of Quadra Design Studios Inc. 4" THICK CMV I Client It to �r i I J STAIR DIMENSION 1 1^ , D MEN - I I SECOND FLOOR TO THIRD FLOOR i { Project LOCH LAKE PH 3 2"DIA. CONDUIT TO 1T RISERS ®7 9 16 EACH- 10-8 3/4" Name 11 RUN THROUGH CMU 16 TREADS © 10 EACH SANFORD, FL ( HOLLOW CORE M: TOTAL FLR, TO FLR, HEIGHT= 10'-8 3/4' ACTUAL ORTH22E SEE STRUCTURAL SHEETS FOR ADDITIONALELEVATION'A' :, II s t STAIRS FASTENING INFORMATION FOR LOT 57 P 0 R C H A P Copyright & Copy-, 02009 Quadra Design Studios Inc. SheSECTION THROUGH ELECTRIC METER NICHE Title ELEVATIONSI& STAIR SECTION I Via""' CHRIS BERGERONedced TF By Scale 1/4of 1-0" Sheet No. g I Date MARCH 2013 Project 10025 No. 1.2A f File § f No. 10025 ORTH22E a `f x: c 150 AMP (3) 92/0 THHN C/L PANEL ALUMINUM ❑ O 3,. MAX, BETWEEN TRIM AND SWITCH 150 MP METER 2/0 ALUMINU DI C. SERVICE CABLE #4 COPPER N t GROUND PER NFPA 70 TYPICAL LIGHT SWITCH ARTICLE 250: GROUNDING , AND BONDING UDERGROUND'ELEC, I RISER. - iT1Cy YLL RQVI A/C CONDENSER DISCONNECTS AC 4� r --- — — — — ELEC. —=--=-- METER I �\— — — — — — — — — — -- —� TEL 11111, \• b a I I \'— — — — — — — — — — I I I I 7TV 66" ---- 1 V_ ----- ------- DW SINK I F i I I TELTI \ DISPOSERS I I I \ L_ _ a � a < 0. 2 0 HWT L—l� / / \ A/C CONDENSER / "�� / �/ I DISCONNECTS MICROWAVE y 1` NSA r �� r r _--�—_— GENERAL ELECTRfCAL_ NOTES: 1 1. THE ELECTRICAL PLAN ILL STRATES DESIGN .INTENT ONLY. IT IS THE ELEPTRICAL CONTRACTOR'S RESPONSIBILIT TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY I REQUIREMENTS. I r 2, ELECTRIC AND GAS METER SHALL BE IN I NON—OFFENSIVE; LOCATIONS VHEN VIEWED FROM I FRONT OR REAR OF THE BUTINGS• 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIM M OF EIGHT SPARES: 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT I(I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, PRYER, HVAC EQUIPMENT, ALArM PANEL; WItTER HEATER, ETC,) 5, GENERAL CONTRACTOR AN h ELECTRICAL SUBCONTRACTOR SHALL WAL THROUGH PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR 1 SHOULD ANY CONFLICT ARISE 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM: VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POS ISLE. SEE DIAGRAMS,'' THIS ;SHEET. 7. ALL OUTLETS+IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER; ETC.) SHALL BE G.F I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN, FIXTURES SHALL? ALIGN OR CENTRE ON EACH OTHER OR WITH 'ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES, SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE.THEREIMAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR QR ARCHITECT PRIOR TO INSTALLING KNISH WALL MATERIALS. 9, VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHT`S BE DESIRED IF DESIRED, VERIFY TYPE OFi FIXTURE, LO ATION AND REQUIRED SWITCHING. 10. 'VERIFY WITH CONTRACTOf FOR LANDSCAPE AND ALL EXTERIOR LIGHTING IRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM I WITH CONTRACTOR. 12, PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LO ATION. 13. CABLE TV: `SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACT R. ` 14, SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTER BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE" CODE AND qER MANUFACTURER'S INSTRUCTIONS, LOCATIONS i CIRCUIT \ AHUSHALL INCLUDE, 'BUT NOT LIMITED TO ALL ! ELECTRIC > I I W I I p I SLEEPING AREAS, IMMEDIATE VICINITY OF PANEL / I -Q� I BEDROOMS, EACH LEVEL INCLUDING BASEMENTS ---J AND ATTICS. d CEIL NG MOU TE LIGH \ / Y NSA - / I No. Revision I Date BY CONSTRUCTION DOCUMENTS — — — — OUTLET FOR — — -I GARAGE DOOR I I OPENER \ \� // / \ \ TEL► ---- # TF DESIGN, INC. �',�` � I .6685 Arroyo Dr. *N 110i� �� a` Melbourne FL, 32940 J a building design services TEL: (321) 288-6274 E I G N EMAIL:lnfo@t-ftiesign.com ' 1 b Contractor must verify all dimensions on the job and report any discrepancy to the designer before proreding with the i ` 1 work.Drawings are NOT to be scaled. r— 1 / ti / 1 17—'1 r— 1 r" /•1 T r'1 I /-1 A I r"•1 1 A A I y a, All drawings and specifications are Instruments of service and I f the copyright property of the designer and must be returned upon request. 1 j I UADRA DESIGN STU 03 INC e 2171 Avenue Road, Suite 302, Toronto, Ont MSM 4B4 SECOND FLOOR ELECTRICAL PLAN tel: (418) 322.8334 ,ax: (416) 322-7294 I email: info@quadmdesignstudios.com I Quadra Design Studios Inc. retains the copyright In au drawings, plans, sketches, and all digital information. They may not be copied or used for i any other projects or purposes or distributed rout the written consent of Quadra Design Studios Inc. d Client I I Name LOCH LAKE PH 3 SANFORD, FL ORTH22E a ELEVATION IAr LOT 57 I Copyright 8 Copy; da 2009 Quadra Design Studios Inc. Sheet ELECTRICAL PLANS & NOTES I , Title I By ""' `CHRIS BERGERON Byecked TF i Scale �r I 1 /4 =1 -oil Sheet f No. r Date MARCH 2013 Project 10025 14A • I - No: Nlo. 10025_ORTH22E r 7 WINDOW SCHEDULE 0 'NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS', LP. �,2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH PLOW—E GLASS OR EQUAL 13) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW—E OR EQUAL INGLASS REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT, ALL ";MUNTIN PATTERNS TO BE INSIDE WINDOW PANE, ;'5) REFER TO BUILDERS WINDOW MANUFACTURER. FOR SPECIFIC DETAILS.UJ is p „ 3,-6„ 10'-0�„ N Z O w � $ UJ W J' N QUo O O (_D w Z J a v z O �0 J Li Q = a Z W w } O U_ � M x O a O ¢ Z Q 3 H O C=9 ¢ O w = H 3 O Q 2 Iz J ¢ W W �o_ H z I— z o o O z w w O O O Cr � 1 4" g B LABEL W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO < W21 1H4 SH BLOCK SINGLE HUNG 261" 501" 274" 501" 9.32 NO I W22 1H5SH BLOCK SINGLE HUNG 26J' 63" 271" 634" 11,59 NO W23 1H6 SH BLOCK SINGLE HUNG 26J" 72" 274" 72" 13.25 NO d W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 44J" 8.56 NO w W26 2444 SH FRAME SINGLE HUNG 28" 52" 281" 524" 101 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 1. 284" 604" 11.67 NO " W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO . 1 W51 24 SH BLOCK SINGLE HUNG 37" 501" 374" 501" 13,01 NO a W52 25 "SH . BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 1.8.50 YES ® W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO " W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES k INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 g�" INTERIOR DOOR 9' CLG. TYP., W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 2'-2" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 484" 50�" 16.88 NO 1 W92 .48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES W93 4802 SH BLOCK SINGLE HUNG 48" 72" 483" 72" 24.00 YES INTERIOR DOOR 8' CLG, TYP. O 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 1 LT s: W95 4040 SH FRAME SINGLE HUNG 48" 48" 481" 48J"I 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES' SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) m DOOR SCHEDULE UNIT 21A 651 SF 1025 SF NOTES: . `il) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS R 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & ,EXTENT OF GLAZING :3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH ,DOOR, LOUVERED DOOR OR OTHER „ 3,-6„ 10'-0�„ w � QUo M �Q^ n J Li Q (A2 UJ Z NO J F Z Q ¢ J U Q O H O C=9 U O w Li- H z U= O 2 Iz N Z V O j` 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR i HR RATED WALLS 1A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS TEMP GLASS 1/2 FRENCH 16 O 3'-0'" 6'-8" 1 4 R4 9 LITE, TRANSOM / ELEV TEMP GLASS FULL FRENCH O1C 3'-0" 6'-8" 1 R4 15 LITE, TRANSOM / ELEV TEMP GLASS 1/2 FRENCH 1D O 3'-0" 8'-0" 1 4 R4 12 LITE, TRANSOM / ELEV ° Ba�AK�'AST E3AR SECTION TEMP GLASS FULL FRENCH tE Q 3'—O" 8'-0" 1 4 R4 18 LITE, TRANSOM / ELEV 20 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 0 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. f 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 1 ® 2'-4" 6'-8" 1 g INTERIOR DOOR 8' CLG, TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. s O5 2'-0" 6'-8" 1g" INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 g�" INTERIOR DOOR 9' CLG. TYP., © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. ® 1'-6" 8'-0" 1 e" INTERIOR DOOR 9' CLG. TYP. ® 1'-10" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. O 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 1 LT tb Z g �O� 28'—011 ® 28'-0" J JoV N� ¢ J 2,-5„ 3 °' � ¢ z � o 2 I 0=.<. 2 0� m waw 1 W58 10 o�v zoQ 7 FLANGE 8080 PATIO DOOR [1,- o V) 1 , o 00� o� �� y. 01=111 UNIT 21A 651 SF 1025 SF GROUND FLOOR AREA ' SECOND FLOOR AREA TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE ! 34 SF 403 SF TOTAL AREA 2113 SF „ 3,-6„ 10'-0�„ w � QUo M �Q^ n a `J 1 t CONSTRUCTION NOTES (Unless Otherwise Noted) ) i UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND INEN CLOSET OR PANTRY w/ MIN, 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2910 HELVES, PROVIDE 4 SHELVES FO 8' CC'G & FBCR CODE AND AMENDMENTS, STRUCTURAL SHELVES FOR 9' CEILING f ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND GE HOOD VENT );F8C-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 jRANGE HOOD VENTED TO EXTERIOR AND a CODES AND AUTHORITIES HAVING JURISDICTION O WI BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS. THESE :-'QUIPPED WITH i O REQUIREMENTS ARE TO BE TAKEN A$ MINIMUM ICROWAVES LOCATED ABOVE A CpOKING SPECIFICATIONS PPLINCE SHALL COMPLY WITH ULf23 N Q FRAME WALL CONSTRUCTION [2x42 i S U F RAN FLOOR ,TRUSSE J �,.J U 1 CEMENTITIOUS FINISH 16 t „ z - O FINISHED TEXTURED COATING PER BUILDERS /4" T&G SUB -FLOOR ON PRE-ENGINEERED O LOOR TRUSSES BY REGISTERED -u � SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURALUSS. ENGINEERS - .. - COAT CEMENTITIOUS APPLICATION OVERRAILING SCHEDULE) PROVIDE DRAFT STOPPING Lr.. ¢ M GALV. METAL LATH w/ WATER RESISTANT VERY 1000 S.F. BRACING IN ACCORDANCE � _ ^ BARRIER PER ASTM C 1063 & APPRPVED ¢ N � HOUSE WRAP,. 7/16" OSB EXTERIOR k ITH TPI/WTCA SCSI. (1/4') PANEL TYPE CL o = SHEATHING, 2x4 STUDS ®16'' O.C. TO NDERLAY UNDER RESILIENT AND WOOD ; ' LOORING 3 O 10'-0" MAX: HEIGHT (SEE STRUCTURAL O ¢ J ENGINEERS ,SPECIFICATIONS) R13 BATT � XPOSED BUILDING FACE D1 � � � INSULATION, 1/2" INTERIOR DRYWALL; FINISH. 17 XTERIOR WALLS TO HAVE A FIRE RESISTANCE j p � V1t `RATING OF 1 HOUR WHERE LIMITIN DISTANCE 3 Z O cn � S LESS THAN 3'-0" I W57 N = ¢ CONCRETE BLOCK CONSTRUCTION-_-_ It O CEMENTITIOUS FINISH § 18 UR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS ;F-REa FLOOR PARTY WALL FRO TOP OF fff SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2` HR RATED EGRESS COAT CEMENTITIOUS APPLICATION, 84, NOM, PER UL ASSEMBLY U905. FBC TABLE 720,1(2) CONCRETE BLOCK WALL REINFORCED'PER TEM #3-1.3 ALSO. APPLY WITH 721.3.1 FOR STRUCTURAL_ ENGINEERS SPECIFICATIONS QUIVALENT THICKNESS.. CONTRACTOR TO t - - - � TIED TO CONTINUOUS BOND BEAM AT ,TOP �ERIFY THAT DELIVERED BLOCK HAS CORRECT / OF WALL. 1x2 PRESSURE TREATED ATING PARTY WALL TO HAVE 1 it/2" P.T.. / I STRAPPING AT 24" O.C. T—NAILED INTO TRAPPING ATED 0 24" O.C. � BLOCK. FI -FOIL AA -2 VAPOR SHIELD I REFLECTIVE INSULATION (R-4.1), 1/2" 19 VB. SHAFT LINER SYSTEM PARTY WALL a I INTERIOR DRYWALL FINISH, TOTAL REVALUE O ECOND FLOOR PARTY WALL TO BE 2 HR CONTINUOUS RE WALLP BELOW, TO�NDERSIDEFaAFY OFR O ( 1 HEATHING. SHAFT LLNER, ASSEMBLY PER UL I INTERIOR STUD PARTITIONS � 373 AND INSTALLED PER MANUFACTURERS I I O BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. PEC. ' (�} I � FOR 2 STORIES TO 10'-0" MAX HEIGHT. , R O \.Y M I PROVIDE 2x4 SPFy2 BOTTOM PLATE";ROOF CONSTRUCTION I I � ;n 2-2x4 SPF{/2 TOP PLATES. 1/2" INTERIOR O ;ROOF COVERING AS SPECIFIED INSTALLED PER t I DRYWALL BOTH SIDES OF STUDS. '"MANUFACTURERS SPECS.. 15# FEL1T, PAPER OVER EXT, I NON-BEARING PARTITIONS TO BE 2x4 .GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 4'-Q�" 5�" .- SPF#2 OR 2x6 SPF#2 ®24" O.C. � PRE-ENGINEERED ROOF TRUSSES PY TRUSS 1ANUFACTURER AT 24" O.C. PRE -+FINISHED ALUMINUM TASCIA AND VENTED SOFFIT (EXC PT WHERE FIRE I 4 EXPOSED FLOOR TO EXTERIOR PROVIDE MIN, R-11 BATT INSULATION IN ROTECTED) OVER SUBFASCIA. I FLOORS. BETWEEN CONDITIONED AND ' t300F VENTI1_8J1QIy. --\ I UNCONDITIONED SPACES APPROVED HOUSE VE NT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE \\ I WRAP, FINISHED SOFFIT I ALF OF REQUIRED VENTILATION AT EAVE AND HALF -OFF-RIDGE VENTS (0'HAGINS' INC. OR EQUAL) AS ATTIC OVER LIVING SPACE [EQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND , 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 LL WALLS IN TUB AND SHOWER SURROUND AREAS WITH OLE TO BE CEMENT TILE BACKER. CARD PER FBC2007 6 702.4.2 51HEIR II INTERIOR STAIRS -SITE BUILT FBC 2010 'yy GENERAL N F I • C• II Z 1�) STRINGERS SHALL BE 2x12 SPF#2 (P, T. I OH CH a AT BASE) EQUALLY SPACED &ANCHORED ,) MINIMUM EMERGENCY ESCAPE WINDf W OPENING SIZES 110 z �Icv TO 2x8 HEADER & P.T, 2x4 PLATE PER (FBC-R310) F } I 13 � �� _ oo STRUCTURAL. ENGINEERS SPECS. MINIMUM OF ONE .EMERGENCY ESCTE WINDOW REQUIRED 1 • � IN EVERY SLEEPING ROOM J ain � MINIMUM AREA FOR GROUND FLOO�EMERGENCY ESCAPE I X ( I) m I 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED WINDOW 5.7 Sq. Ft, { i J' O I '0DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR, EMERGENCY ESCAPE I 3.) RISERS SHALL -BE 1x8 SPF 2 RIPPED WINDOW = 5.7 Sq. Ft, # MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED, ? OPENING 24" HIS O 4.) STAIR DIMENSIONS SHALL 6E AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE,: II Z FOLLOWS , OPENING = 20" O . I • C. Ii Q MIN. TREAD = 10" , MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING 4 Z a 44'Y ABOVE FLOOR. � MAX. NOSING � 1 1/4' 4' S 6�" II = 5J" � MAX. RISER Q 7, 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613:2) MIN. HEADROOM = 6-8° FOR WINDOWS MORE THAN 6'-0° ABOVE FINISHED GRADE, - - - - J m MAX. VERTICAL RISE FOR _ 12'-0" THE LOWEST PART OF THE CLEAR pPENING TO THE , I O FLIGHT STAIRS i 3-0 INDOW SILL'OF AN OPERABLE WIT` t$ 24" ABOVE e . ' FINISHED FLOOR FOR ,WINDOWS ) MIN. CLEAR STAIR WIDTH = 31 1/2° MASTER FOR WINDER STAB I 3.) FLASHING SEALANTS AND WEATHER TRIPPING I ' BATH/� MIN. WINDER TREAD MEASUREQ= 10° , (FBC—R612.2) �' TH j 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT t OASIS x D1 MIN. WINDER .READ MEASURED = 6" � ALL EXTERIOR DOORS &WINDOWS TO EXTEND TO THE TILE O AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER ft: RESISTIVE BARRIER. WINDOWS SHAD BE SEALED. WITH GLASS ON MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 1 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 42„ HIGH AND f2A,IL,�_f3C 2010 R311.7.7 HAMA CLASS 800 OR 812, RECOMMEND SIKA .201., C NEEWALL O HAND O MIN. STAIR HANDRAIL HEIGHT 34” JUNCTURE BETWEEN EXTERIOR PLASTER AND I � MAX: STAIR HANDRAIL HEIGHT =; 38" FENESTRATION PRODUCTS TO BE SEALED WITH A 72" MIN. INTERIOR GUARD HEIGHT _ 36 �EALANT COMPLYING WITH FBC2007 R613.8.1 C-4 MIN. EXTERIOR GUARD HEIGHT _ 36" ` .- FINISHED RAILING WITH PICKETS SPACED 4,) 'MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING, I � MAXIMUM 4" BETWEEN PICKETS. j;IZE (FBC=R612.12.2) 28" HIGH HANDRAILS TO MEET REQUIREMENTS FOR ASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC R311.7,7,3 FOR GRIP rIOR A WINDOW PERIMETER SEALA T JOINT A MAXIMUM TILED LEDGE SPECIFICATIONS. HANDRAILS TO TERMINATE fF 1/4° IN WIDTH , TO WALL OR NEWEL POST PER FBC 21 4 R311:7.7.2 CONTINUITY .' 1 5.) M1NIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I SECTION 402 COMPLIANCE t "x42 x20"b 8 WALLS BACKING ONTO ATTIC i DOTAL WINDOW AREA SHALL NOT EXCEED 16% OF KER 0 WALLS WHICH SEPARATE CONDITIONED LIVING �OTAL FLOOR AREA (2010 FBC ENERGY CODE I `�-----�� SPACE FROM UNCONDITIONED ATTIC SPACE 02.1.2.3) ' � SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY. WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE .TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING... CONTAINED IN THE ENERGY GAUGE ?USA/FLA/RES ZED W55 i COMPUTER PROGRAM ' WALL & CEILING HF,�1 Eby GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE ABOVE 1 O SPACE ; THE NRC LABEL PROVIDING U -VALUE & SHGC TO 3 5/8" TYPE "X" DRYWALL ON CEILING�OF ENERGY No. Revision Date By REMAIN ON THE WINDOW UNTIL FINAL GARAGE WITH, LIVING SPACE ABOVE & 1/2" l SPECTION. ^ 3'-3j" 2'-11�" D1 DRYWALL ON WALL BETWEEN LIVING SPACE CONSTRUCTION DOCUMENTS AND GARAGE MIN, R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &STRUCTURALLY SUPPORT ALL ? r /�► JOINTS IN ORDER TO BE GAS AND FUME AREA NOTES I TI— DESIGN, IN`js TIGHT. sEAL ALL PENETRATIONS PER 12010 FBC FOR C.M.U. WALLS, ALL MENSIONS R3o211 (4) � RE MEASURED FROM FACE�jOF ` °r 6685 Arroyo Dr. 1 fl" MASONRY L/N/T. (',E"XCL ODES Melbourne FL, 32940 DOOR FROM GARAGE TO HOUSE I �NSIDE GROUND FLOOR PLAN PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES 3'-4" & LEDGES 5/8" PTD. PINE SHELF. 1'-2" 2'-2" SUPPORTED ON 5/8"x2° , PTD. PINE CLEATS & 5/8"x2" .FRONT VALENCE PROVIDE 1/4"x1" PTD. COUNTERTO DOOR STOP PERIMETER KITCHEN SIN TRIM BIDS. OVER ALL PTD. • ° PINE SHELVES CABINET o RECEPTACLE FOR CELL 1 PHONE CHARGER 48" AFF FINISHED PAN N COATHOOKS ON 3/4,.x7-1/2" PTD. PINE LEDGER BD, E2 FOyER (�)KITCHEN SCALE 2:1 STOP &DROP rLUSH 40 101-011 UNIT 21A 651 SF 1025 SF GROUND FLOOR AREA ' SECOND FLOOR AREA TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE ! 34 SF 403 SF TOTAL AREA 2113 SF Studios Inc. ° Ba�AK�'AST E3AR SECTION y 1 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR IOR FINISH FOR SIDINI OR TELT (321) 288-6274 � XTEREMFNTITIOUS TO BE EQUIPPED ,WITH SELF CLOSING. DEVICE FINISH. D E S ` GN AND WEATHERSTRIPPING, EMAIL: info@t-f-design.001'1'1 i T- FOR EXTERIOR STUD WADS, ALL building design services t PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED' FROM 11 (WHERE NOT EXPOSED TO WEATHER)'MAX. SIDE FACE OF STUD TO ovrsiDE O RISE 7 3/4" MINIMUM TREAD 10" -ACE OF EXTERIOR SHEA TH/NG, Contractor must verify all dimensions on the job and report any n I N � EXCLUDES 7/8" CEMENT/T/Otis F/NISH discrepancy to the designer before proceeding with the PLAN- F L /�1 SECOND CLOTHES DRYER VENT(FBC-M1502) ' R SIDING) work. Drawings are NOT to be scaled: 12 DRYER EXHAUST VENTED 70 EXTERIOR MIN. � i All drawings and specifications are instruments of service and 10'-0" FROM A/C CONDENSER. MIN. 36' FROM FOR INTERIOR STUD WALLS ALL of must be returned . the copyright property the designer and ANY OPENING &EQUIPPED WITH BACK DRAFT PIMENSIDNS ARE MEASURED I FROM DAMPER, MAX. 25' DUCT LENGTH. 45` BEND = upon request f AGE OF STUD TO FACE OF STUD. 2.5', & 90' BEND a 5' t i SQUARE FOOTAGE CALCUCAT/ONS ARE I i OF ATTIC ACCESS (FBC-R807) EASURED TO EXTERIOR SURFACE 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER EMENTl170US FINISH, MASONRY VENEER, tJAnR.A STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. nsslata sruolos INC. R SIDING (PER ELEVA TION; AS .OUTLINED X 30" VERT, HEIGHT, ALLOW 30" HEADROOM IN N AMERICAN NAT/GMAC STANDARDS 2171 Avenue Road, Suite 302, Toronto, Ont. MSM 4B4 ATTIC AT HATCH LOCATION, (R-30) RIGID � I INSULATION BACKING r NST/TU TE INC. ANS/ 2765-,200.j) . tel: (416) 322334 fax. (416) 322-7294 email: Info�qua dradesignstudios.00m kQuadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for I any other projects or purposes or distributed without the written consent of Quadra Design UNIT 21A 651 SF 1025 SF GROUND FLOOR AREA ' SECOND FLOOR AREA TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE ! 34 SF 403 SF TOTAL AREA 2113 SF Studios Inc. STRAPPING W/ ORYW,4LL AND AREA CALCULATIONS (ANSI) UNIT 21A 651 SF 1025 SF GROUND FLOOR AREA ' SECOND FLOOR AREA TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE ! 34 SF 403 SF TOTAL AREA 2113 SF Studios Inc. AREA CALCULATIONS (ANSI) UNIT 21A 651 SF 1025 SF GROUND FLOOR AREA ' SECOND FLOOR AREA TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE ! 34 SF 403 SF TOTAL AREA 2113 SF I Client Project. Name LOCH LAKE PH 3 SAN FORD, FL UKIH21 9 ELEVATION'A' LOT 56 I ' Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN & NOTES ' Title DrawnBy CheckedBERGERON Bhecked TF d y Scale ��_ n Sheet I 1/4 —1-0 No. Date MARCH 2013 . Project Proj10025 s No. 2.1A File 10025 ORTH21' No. a ) 1 I f 6:12 DECORATIVE ARCHED WINDOW HEADER W/SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) TOP OF PLATE 111x6" RAISED FRIEZE TRIM —; "x6" RAISED FRIEZE TRIM I I >: W SMOOTH CEMENTITIOUS TOP OF WINDOW _ W/ SMOOTH CEMENTITIOUS ,,. / o 0 0 0 l o II FINISH TYP FINISH (TYP \ \ \ j •� \ ) 'r , ( ) �n in 7 8 CEMENTITIOUS •5 5r') � FINISH X X t• X X 1• '• , a• cD co � .. p p � OVER SHEATHING 2-20%60" PREFORMED ,, 11 ,1 0 0 „ I 7 8 CEMENTITIOUS FINISH •,, 1 7 8 CEMENTITIOUS FINISH 4'• \ \ � \ . STUCCO LOUVERED S , I'..' ° \ _ +4 OVER SHEATHING OVER SHEATHING " SEE DETAIL ( ) PROVIDE CONTROL J ! PROVIDE CONTROL JOINT 1 I @ PARTY WALL AR WA ;•. PARTY LL I o0 ! t • PROVIDE CONTROL JOINT ® .. ., II . ` ,, EGRESS EGRESS h GESS EGRESS EGRESS E ESS 1%6" RAISED SILL W TOP OF BLOCK WALL GR .. • r. '.Y SMOOTH CEMENTITIOUS .. PROVIDE CONTROL JOINT @ 4 TOP OF BLOCK WALL FINISH (TYP).. 's• •r 'i .I •I 4 I. • .. FIN. N R SECOND F 12%12"0" S UARE RAISED .1 E L00 0 R SED , DETAIL W SMOOTH :4 ' '.�: .,..... .';' .. .. .. S:•' . , �: ••,' .. .Y x 8:12 K 1 NI x6 RAISED TR M W/ CEMENTITIOUS FINISH TYP 1 1%6" RAISED TRIM W ( SMOOTH CEMENTITIOUS FINISH / •, •, SMOOTH CEMENTITIOUS FINISH •;.. .,, .. , - ih• 1/2 CEMENTITIOUS FINISH OVER4 SMOOTH FINISHED WINDOW AND , . 6 WIDE SCORED WINDOW I' I DOOR SURROUND DETAIL WITH BLOCK WALL SURROUND W/ SMOOTH Y.. I': I ° h ` FLAT HEADER SEE DETAIL �' ' (GROUND FLOOR TYP.) 6" WIDE SCORED DOOR CEMENTITIOUS FINISH II ( ) I 1 2 CEMENTITIOUS FINISH OVER ELECTRIC METER SURROUND W/ SMOOTH 1 11 P I El F171❑ F07 � 1:1 BLOCK WALL CEMENTITIOUS TYP .':II - `I.1•. :�8 C L .: NICHE (SEE S1) ( ) �`,• '1 (GROUND FLOOR TYP.) M5"x3 PREFORMED STUCCO 5"x3" PREFORMED I7TIM S P 0 D STUCCO I'• 6 WIDE SCORED DOOR ;•I. WATER TABLE (SEE DETAIL) ;' WATER TABLE (SEE DETAIL) SURROUND W/ SMOOTH I CEMENTITIOUSYP (T PRECAST STUCK—ON STONE VENEER • — I ,• .'i PRECAST STUCK ON 4'STONE VENEER ' T T� 7MR717 ; 96"x96" , PATIO, DOOR t 4 • I 111 j 1 i TOP OF PLATE 111x6" RAISED FRIEZE TRIM —; "x6" RAISED FRIEZE TRIM I I >: W SMOOTH CEMENTITIOUS TOP OF WINDOW _ W/ SMOOTH CEMENTITIOUS ,,. / o 0 0 0 l o II FINISH TYP FINISH (TYP \ \ \ j •� \ ) 'r , ( ) �n in 7 8 CEMENTITIOUS •5 5r') � FINISH X X t• X X 1• '• , a• cD co � .. p p � OVER SHEATHING 2-20%60" PREFORMED ,, 11 ,1 0 0 „ I 7 8 CEMENTITIOUS FINISH •,, 1 7 8 CEMENTITIOUS FINISH 4'• \ \ � \ . STUCCO LOUVERED S , I'..' ° \ _ +4 OVER SHEATHING OVER SHEATHING " SEE DETAIL ( ) PROVIDE CONTROL J ! PROVIDE CONTROL JOINT 1 I @ PARTY WALL AR WA ;•. PARTY LL I o0 ! t • PROVIDE CONTROL JOINT ® .. ., II . ` ,, EGRESS EGRESS h GESS EGRESS EGRESS E ESS 1%6" RAISED SILL W TOP OF BLOCK WALL GR .. • r. '.Y SMOOTH CEMENTITIOUS .. PROVIDE CONTROL JOINT @ 4 TOP OF BLOCK WALL FINISH (TYP).. 's• •r 'i .I •I 4 I. • .. FIN. N R SECOND F 12%12"0" S UARE RAISED .1 E L00 0 R SED , DETAIL W SMOOTH :4 ' '.�: .,..... .';' .. .. .. S:•' . , �: ••,' .. .Y x 8:12 K 1 NI x6 RAISED TR M W/ CEMENTITIOUS FINISH TYP 1 1%6" RAISED TRIM W ( SMOOTH CEMENTITIOUS FINISH / •, •, SMOOTH CEMENTITIOUS FINISH •;.. .,, .. , - ih• 1/2 CEMENTITIOUS FINISH OVER4 SMOOTH FINISHED WINDOW AND , . 6 WIDE SCORED WINDOW I' I DOOR SURROUND DETAIL WITH BLOCK WALL SURROUND W/ SMOOTH Y.. I': I ° h ` FLAT HEADER SEE DETAIL �' ' (GROUND FLOOR TYP.) 6" WIDE SCORED DOOR CEMENTITIOUS FINISH II ( ) I 1 2 CEMENTITIOUS FINISH OVER ELECTRIC METER SURROUND W/ SMOOTH 1 11 P I El F171❑ F07 � 1:1 BLOCK WALL CEMENTITIOUS TYP .':II - `I.1•. :�8 C L .: NICHE (SEE S1) ( ) �`,• '1 (GROUND FLOOR TYP.) M5"x3 PREFORMED STUCCO 5"x3" PREFORMED I7TIM S P 0 D STUCCO I'• 6 WIDE SCORED DOOR ;•I. WATER TABLE (SEE DETAIL) ;' WATER TABLE (SEE DETAIL) SURROUND W/ SMOOTH I CEMENTITIOUSYP (T PRECAST STUCK—ON STONE VENEER • — I ,• .'i PRECAST STUCK ON 4'STONE VENEER ' T T� 7MR717 ; 96"x96" PATIO, DOOR .' . TOP OF WINDOW • o r 6 WIDE SCORED WINDOW r, • .4• ox SURROUND W1 SMOOTH ' CEMENTITIOUS FINISH I O i..O i•, 1/2 CEMEN11TIOUS FINISH OVER BLOCK WALL 00 JI A/C FIN. GROUND FLOOR FIN. GRADE > > � _ ao FRONT ELEVATION A WALKWAY ELEV, A� REAR ELEVATION, Ay I I i, TOTAL GLASS AREA ON FRONT ELEVATION = 75,32 SQ, FT. ELECTRIC METER NICHE ON GARAGE WALL 1 TOTAI GI ASS AREA nN RFAR FI FVATInN F )R 'A' xr 'A'= 1 r nn qn FT .'- r' I o I 1 10N 1 3/4" RECESS - 1 SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS TEL: (321) 288-6274 O" HIGH SLOPED D E S I G N e .-. I I ` building design services EMAIL: info@t-f-design.com 21-4" 6 ❑ ❑ �� 6 KNEE WALL W/ PTD. 9 9 = I , RINE CAP r — �,� Contractor must verity all dimensions on the job and report any 1 \ ` discrepancy to the designer before proceeding with the 11 o r- z ( o i_ work. Drawings are NOT to be scaled. 1/2 NOM. STUCCO i r { PLASTER FINISH I t- , All drawings and specifications are Instruments of service and I I- the copyright property of the designer and must be returned SLOPED upon request. UxU,I_2 CEILING �\ L DOOR `� I DOOR -� -- --_- 7 T A T� A ELECTRIC METER ADFA O NICHE i a DESIGN STUDIOS INC. _FOYER STAIRWELL Z B 2171 Avenue Road, Suite 302, Toronto, Ont M5M 464 SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD PN STAIR tel: (416) 322-6334 fax: (416) 322-7294 4" THICK CMV d email: into@quadradesignstudios.comco ; STAIR DIMENSIONS { Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be oopled or used for 1 any other projects or purposes or distributed Without the written consent i SECOND FLOOR TO THIRD FLOOR of Quadra Design studios Inc. I 21,DIA. CONDUIT TO 17 RISERS 0 7 -9/16" EACH= 10'-8 ,3/4" 1 Client RUN THROUGH CMU 16 TREADS 0,10" EACH a HOLLOW CORE 1 is 1; TOTAL FLR, TO FLR. HEIGHT= 90'-8 3/41' �CTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING I FORMATION FOR Project PORCH I A > STAIRS Name LOCH LAKE PH 3 SANFORD, FL A SECTION THROUGH ELECTRIC METER NICHE f OR 1T H21 1 1 ELEVATION 'A' ' LOT 56 'I Copyright & Copy: ® 2009 Quadra Design Studios Inc. Sheet ELEVATIONS & STAIR SECTION Title tBY Drawn CHRIS BERGERCIN �redled TF 1 a Scaleu_ 0-011 Sheet 1/4 -1-0 No. I Date MARCH 2013 • Project { No. 10025 2.2A ® No 10025 ORTH21 Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and fhp rnnvrinh} nrnnn Aa nt *hn Aws:wwe. wwA —..-A �_ --a UAD 1 LL L DESIGN STUDIOS INC 2171 Avenue Road, Suite 302, Toronto, Ont MSM 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: Infoaquad radesignstudlos.com uadra Design Studios Inc. retains the oopyright In all drawings, plans, <etches, and all digital information. They may not be copied or used for ,y other projects or purposes or distributed without the written consent _ 'Quadra Design Studios Inc: client • , ^, d' .a a ,.,F timet LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION'A' LOT 56 Copyright & Copy; m 2009 Quadra Design Studios Inc. tl et tie BUILDING SECTION yawn CHRIS BERGERON By TF Gale 1/411=11-011 Sheet No. ate MARCH 2013 rooject 10025 2.3A 0. 10025 ORTH21 1 i 150 AMP (3) #2/0 THHN CSL PANEL ALUMINUM 0 O 3" MAX, BETWEEN TRIM AND SWITCH 150 MP METER 2/0 ALUMINU DI S C. SERVICE CABLE #4 COPPER N F- TYPIC L LIGHT SWITCH i GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC RISER 1 A/C CONDENSER DISCONNECTS AC --------------- -4 -- ---------- TEL -- — — — — — — — - - •—r i TEL► • i � Tv I I I � <\� V c TEL► ' '— — — — — — — — — — DW SINK I ■SA V-------------- --y \ DISPOSER I tLPA FS -W I I 0�_J L _ J MICROWAVE CIRCUIT GENERAL ELECTRICAL { NOTES: 9 - 1• THE'ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS Tff ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. l 2, ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. I 3. PANEL! BOX SHALL PE SIZED TO ? I ACCOMMODATE ALL C/ LCULATED LOADS AND I SHALL PROVIDE FOR MINIMUM OF EIGHT \ SPARES. 4• PROVIDE SERVICE AS REQUIRED FOR ALL i APPLIANCES AND EQUIPMENT (LE, REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, } VENT HOOD, OVEN WASHER, DRY VA 0 ER, HVAC EQUIPMENT, ALARM PJNEL, WATER HEATER, ETC,) — 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR .SHA �L WALK. THROUGH' PRIOR TO INSTALLATION AND VERIFY THAT DESIGN AND ATTICS. INTENT IS MAINTAINED! NOTIFY CONTRACTOR r SHOULD ANY CONFLIC ARISE. i a 6. SWITCHES SHALL BFB LOCATED CLOSE TO, BUT NOT INTERSECTING AN� DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND; SELECTION IN ALL CASES. > GROUPED! SWITCHES SHALL ALIGN AND BE i MOUNTED' AS CLOSE A� POSSIBLE. SEE . DIAGRAMS, THIS SHEEP. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR A WATER CONDITIONS (I.E. VANITIES, :SINKS, TUB, t SHOWER, !ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SH LL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN, FIXTURES ^ SHALL ALIGq OR CENTRE ON EACH OTHER OR WITH ADJAgENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST APE SYMMETRICAL WITH { EACH OTHER. WHERETHERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND r APPROVED BY CONTRACTOR OR ARCHITECT PRIOR} TO INSTALLING FINISH JWALL MATERIALS., 9• VERIFY WITH CONTRACTOR SHOULD, EXTERIOR SECURITY LIGHTS BE QESIRED. IF DESIRED, /. I VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. ' t �F 10. VERIFY WITH CONTACTOR FOR LANDSCAPE AND ALL LIGHTING CIRCUITS AND No. Revision Date By CONSTRUCTION DOCUMENTS ;EXTERIOR SWITCHES, 3 11. FIELD VERIFY LOC 'TION' OF ALARM SYSTEM i I WITH CONTRACTOR. } 's • I 12. PHONE SYSTEM: I3EE OUTLET LOCATIONS { AND VERIFY WITH CONTRACTOR. PROVIDE F OUTLET AT ALARM PA El_ LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR, 14, SMOKE DETECTORS: ALL DETECTORS SHALL DISCO ECTS BE INTERCONNECTED $UCH THAT THE ACTIVATION 1 OF ONE ALARM WILL �CTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE''LOCATED AND INSTALLED PER APPLICABLE CODE AND PER i MANUFACTURER'S INSTRUCTIONS. LOCATIONS GROUND FLOOR ELECTRICAL PLAN a TELe 11101 288-6274 D E S I G N EMAIL: Info@t-f-desi n.com building design services I. Contractor must verify all dimensions on the job and report any t discrepancy to the designer before proceeding with the l j 1 work. Drawings are NOT to be scaled. All drawings and specifications are Instruments of service and the copyright property of the designer and must be returned upon request. i T i i AURA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. MSM 464 tel: (416) 322-6334 fax: (416) 322-7294 ? email- info@quadradesignsUflos.com 1 Quadra Design Studios Inc. retains the copyright in al drawings, plans, f I sketches, and all digital information. They may not be copied or used for 1 i any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 1 ' I Project LOCH LAKE PH 3 Name SANFORD,.FL j ORTH21 I ELEVATION'A' LOT 56 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet ELECTRICAL PLANS & NOTES Title ' gyaw" CHRIS BERGERON Bhecked TF I } Scale 1/411=1 1-011 Sheet No. ! Date MARCH 2013 Project 10025 22.4AI No.No 10025 ORTH21 t Y 4 I' SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING` AREAS, IMMEDIATE VICINITY OF T T I \ BEDROOMS, EACH LEVEL INCLUDING BASEMENTS — AND ATTICS. r /. �F No. Revision Date By CONSTRUCTION DOCUMENTS \ / A/CNDEN�HU� DISCO ECTS i TF DESIGN, INC. NSA 4 OUTLET FOR I 6685 Arroyo Dr. I r GARAGE DOOR OPENER 4TEL I I / \ t f Melbourne FL, 32940 GROUND FLOOR ELECTRICAL PLAN a TELe 11101 288-6274 D E S I G N EMAIL: Info@t-f-desi n.com building design services I. Contractor must verify all dimensions on the job and report any t discrepancy to the designer before proceeding with the l j 1 work. Drawings are NOT to be scaled. All drawings and specifications are Instruments of service and the copyright property of the designer and must be returned upon request. i T i i AURA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. MSM 464 tel: (416) 322-6334 fax: (416) 322-7294 ? email- info@quadradesignsUflos.com 1 Quadra Design Studios Inc. retains the copyright in al drawings, plans, f I sketches, and all digital information. They may not be copied or used for 1 i any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 1 ' I Project LOCH LAKE PH 3 Name SANFORD,.FL j ORTH21 I ELEVATION'A' LOT 56 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet ELECTRICAL PLANS & NOTES Title ' gyaw" CHRIS BERGERON Bhecked TF I } Scale 1/411=1 1-011 Sheet No. ! Date MARCH 2013 Project 10025 22.4AI No.No 10025 ORTH21 t Y 4 I' WINDOW SCHEDULE ;'NOTES: 1 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP, 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO 13E SERIES 1650SH OR 1570SH WITH LOW -E GLASS OR EQUAL 14) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT, ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 15) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS i I DAMPER MAX. 25' DUCT LENGTH. 45', BEND - ACE OF STUD TO FACE 0/1-1 STUD. upon request d 4" 2.5'. & 90' BEND = 5' SQUARE FOOTAGE CALCULATIONS ARE Z ~ � PTD. MDF TRANSOM ; DOOR STOP PERIMETER zO DESIGN STUDIOS INC. TYPICAL FOR ALL SHELVES - " ATTIC AT HTATCHGHT, 3 4 LOCATION. (RO 30) RIGID /N -AMERICAN NA TONAL STANDARDS2171 fNS77TUTE 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 w LZ & tel: (416) 322.6334 fax. (416) 322-7294 5/8" PTD. PINE SHELF 11-2"21- email: info@quadradesignstudios.com SUPPORTED ON 5/8"x2" / ' TRIM BIDS. OVER ALL PTD. KITCHEN PTD. PINE CLEATS & �N sketches, and ISI digital Information They may not be copied or used for w any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. W J • p § w = w z Z z z ¢ W a k } J w LM ¢ Lo z o o LJ Ld 1--• F ~O p OV 0 ¢ 0 W W 2 O O Z z0 U 0 J W W t 1 u o 0 (n W , to z � Q1 2'-8" 6'-8" a z LJ � YES W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO I TEMP GLASS 1 /2 FRENCH 16 O 3'-0" W21 O 1H4 SH BLOCK SINGLE HUNG 26J" 50R" 274" 501" 9.32 NO 4 W22 O 1H5SH BLOCK SINGLE HUNG 261' 63" 274" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 261" 72" 274" 72" 13.25 NO TEMP GLASS 1/2 FRENCH 8'-0" 1 12 LITE, TRANSOM / ELEV W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 8'-0" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO !< W27 2450 SH FRAME SINGLE HUNG 28" 60"1281" 8'-0" 604" 11.67 NO W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 5081" 374" 501" 13.01 NO t W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES 1 W53 26 SH BLOCK SINGLE HUNG 37 72 374 72 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08,81 NO INTERIOR DOOR 9' CLG. TYP. W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO R W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES t W91 O 4$x50 SH BLOCK SINGLE HUNG 48" 501" 1484" 501" 16,88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES ,t W93 4802 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES ¢ W95 O 4040 SH FRAME SINGLE HUNG 48 4$ 484" 484" 16.00 NO a` W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20,00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE ,MODEL ELEVATION) DOOR SCHEDULE A NOTES: 51) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 1 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & ,',EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH .DOOR, LOUVERED DOOR OR OTHER �e i I DAMPER MAX. 25' DUCT LENGTH. 45', BEND - ACE OF STUD TO FACE 0/1-1 STUD. upon request d 4" 2.5'. & 90' BEND = 5' SQUARE FOOTAGE CALCULATIONS ARE Lli ATTIC ACCESS (FBG -8807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER EMENTITIOUS FINISH, MASONRY VENEER, UADRA PTD. MDF TRANSOM ; DOOR STOP PERIMETER . STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. PANEL ABOVE SIDING (PER E!_EVATION) AS OUTLINED ALLOW IN }}}"' DESIGN STUDIOS INC. TYPICAL FOR ALL SHELVES - " ATTIC AT HTATCHGHT, 3 4 LOCATION. (RO 30) RIGID /N -AMERICAN NA TONAL STANDARDS2171 fNS77TUTE 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 & LEDGES - INSULATION BACKING INC. (ANS7 2765-2003) -" tel: (416) 322.6334 fax. (416) 322-7294 5/8" PTD. PINE SHELF 11-2"21- email: info@quadradesignstudios.com SUPPORTED ON 5/8"x2" / ' TRIM BIDS. OVER ALL PTD. KITCHEN PTD. PINE CLEATS & �N sketches, and ISI digital Information They may not be copied or used for ❑ ❑ 5 $"x2" FRONT VALENCE any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. w 0 • ° CABINET PINE SHELVES c.9 a k } J w LM ¢ Lo z o o LJ z V O 1--• F J w < J ¢ Of J v Q O Z U U N Li w O 1 u o i � z to z Q1 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1 4" R4 B LABEI., YES FOR 1 HR RATED WALLS I TEMP GLASS 1 /2 FRENCH 16 O 3'-0" 6'-8" 1 4 R4 9 LITE, TRANSOM / ELEV Q1C- ' '- 4 R4 TEMP GLASS FULL FRENCH r 3 0 6 8 1 15 LITE, TRANSOM / ELEV O1D 3'-0" 4 R4 TEMP GLASS 1/2 FRENCH 8'-0" 1 12 LITE, TRANSOM / ELEV TEMP GLASS FULL FRENCH O1E 3'-0" 8'-0" 1 4 R4 18 LITE, TRANSOM / ELEV 0 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLO, TYP. ® 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP. 1 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. # 0 2'-4" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP, ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 5Q 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. T 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP, INTERIOR DOOR 8' CLG. TYP. a ® 1'-6" 8'-0" 1 �'" INTERIOR DOOR 9' CLG. TYP. ® 1'-10" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP. �9 3'-O" 8'-0" 1 3" R4 TEMP GLASS FRENCH 1 LT N U J Qo ¢ mJU daC a00 a00 J OLLJ� } pa m � a NwN �O N< 2 { 1CONSTRUCTION NOTESUnless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL INEN CLOSET OR PANTRY w MIN' 14" DEEP j CONSTRUCTION TO ADHERE TO THESE ANS AND / I SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FO 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL SHELVES FOR 9' CEILING I ENGINEERS DRAWINGS AND SPECIFICATIONS,; 1 q MECHANICAL ENGINEERS DRAWINGS AND i SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION 52ANGE HOOD VENT (FOC-M11503) O FANGE HOOD VENTED TO EXTERIOR AND 4 OVER CONSTRUCTION OF THESE UNITS. THESE £OUIPPED WITH BACK DRAFT DAMPER. O rn O , ,. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM tAICROWAVES LOCATED ABOVE A COOKING 28-0 O PPLINCE SHALL COMPLY WITH UL923 J J SPECIFICATIONS N N ¢ FRAME WALL CONSTRUCTION 12x4) PUBFLOOR AND FLOOR TRUSSES W U J W U 1 CEMENTITIOUS FINISH 16 � ? 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED i 1n J Z - , " „ 1•� ' , „ lot J z O. FINISHED TEXTURED COATING PER BUILDERS O �. 10 -opt3 -0� z 4 -8 3 -6 10 -02 3 _6 6 -32 ¢ tLOOR TRUSSES BY REGISTERED TRUSS H SPECIFICATION OVER 7/8" THICK PRIMED 3 ANUFACTURER. (SEE STRUCTURAL; ENGINEERS .. COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING . >- } M GALV• METAL LATH w/. WATER RESISTANT FVERY 1000 S.F. BRACING IN, ACCpROANCE a Z N M BARRIER PER ASTM C 1063 &APPROVED ,WTH TPI/WTCA BCSI. (1/4') PANEL TYPE ¢ N J ¢ J HOUSE WRAP, 7/16" OSB EXTERIOR 4. O d Q 1t1NDERLAY UNDER RESILIENT AND OOD p v SHEATHING, 2x4 STUDS ®16' O.C. TO LOORING r 3 1 3 } 10'-0" MAX. HEIGHT (SEE STRUCTURAL i a O ¢ J i D1 O < m ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE Jam D1 INSULATION, 1/2" INTERIOR DRYWALL' FINISH. O EXTERIOR WALLS TO HAVE A FIRE PRESISTANCE �A 2 Li a w j 3 l a w a ATING OF 1 HOUR WHERE LIMITING DISTANCE � C) V) 0 0 N A 5S1 W58 z O N z Oto S LESS THAN V-0 AGE FLANGE N S ¢ W57 W57 W57 W57 N = ¢ : CONCRETE BLOCK CONSTRUCTION - ; I 0- O CEMENTITIOUS FINISH e 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1$ rGROUND FLOOR PARTY WALL FROM TOP OF m SPECIFICATIONS OVER 1/2' THICK PRIMED 3 'SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED EGRESS EGRESS EGRESS EGRESS " # COAT CEMENTITIOUS APPLICATION, 8 NOM, PER UL ASSEMBLY U905, 'FBC TABLE 720.1(2) q CONCRETE BLOCK WALL REINFORCED PER )TEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TOIL -- - - - - - - - - - - - - - - TIED TO CONTINUOUS BOND BEAM AT TOP #VERIFY THAT DELIVERED BLOCK HAS CORRECT, \ / OF WALL. 1x2 PRESSURE TREATED ;RATING. PARTY WALL TO HAVE 1 1/2" P.T, I G STRAPPING AT 24° O.C. T -NAILED INTO -'TRAPPING ®24" O.C. - -- - - - - - - - I BLOCK. FI -FOIL AA -2 VAPOR SHIELD I I REFLECTIVE INSULATION (R74.1), 1/2" 12 HOUR SHAFT LINER SYSTEM PARTY WALL i INTERIOR DRYWALL FINISH, TOTAL R -VALUE 19 ;SECOND FLOOR PARTY WALL -TOB 2 HR 1 I ( 1 In BEDROOM p �, A Z N = (R-8.61) RATED CONTINUOUS FROM `TOP OF;MASONRY r B E D I\ O O M J I FIRE WALL BELOW, TO UNDERSIDE bF ROOF D1 1 I 1 oO SHEATHING. SHAFT LINER ASSEMBLY PER UL 18'-71 D1 I I I� CARPET INTERIOR STUD PARTITIONS 2 1 ^ I O BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. OPEC• AND INSTALLED PER MANUF CTURERS ROOM A I R I' I I FOR 2 STORIES TO 10'-0 MAX HEIGHT. GATHERING" ROOM M I MASTER B E D R O I VI I PROVIDE 2x4 SPF#2 BOTTOM PLATE & (ROOF CONSTRUCTION 1 o CARPET O I 1 I 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 20 ; OOF COVERING AS SPECIFIED INSTALLED PER i o N Y J LO I I CAFdPET I „ DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. J p NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED a 4 ¢ „ ,I " I " I, ,I„4'-84" , ,� •, SPF#2 OR 2x6 SPF#2 W 24" O.C. j )PRE-ENGINEERED ROOF TRUSSES BY TRUSS o °' 5 4 t6 3 -5 -10 1 5 4--1 0 2 -1 5 a � MIANUFACTURER AT 24" O.C. PRE ?FINISHED ALUMINUM 3: LLJ J > .--. # I EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE = J Q O I ( I I O PROVIDE MIN. R-11 BATT INSULATION) INPROTECTED) OVER SUBFASCIA. = 3 U CL Z �, I - - - - - - I T�_, FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION ' Li w O O I �- - I 1 UNCONDITIONED SPACES APPROVED DOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE W z a U J / PROV ° ct 21 D1 WRAP, FINISHED SOFFIT HALF OF. REQUIRED VENTILATION AT EAVE AND HALF O z_ O IJ C O p'v / -IN i WITH OFF -RIDGE VENTS (O'HAGINS' INC. ;OR EQUAL) AS ' UP 7R J 0 V- - - - - - - - - -PAN UNDE N I 5 ATTIC OVER LIVING SPACE 1 )WITH BY CALAULATION L` ¢ WASHER- N -I I O � PROVIDE R38 BATT/ BLOWN INSULATION AND 6 z a m LAU RY & : I I - - 1/2" INTERIOR DRYWALL FINISH ON CEILING LL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O a W OR R BOX .-KN Lin�' I I� 21 MILE TO BE CEMENT TILE BACKER CARD PER FBC2007 -N 0_O� --- O 11I -�-- O G 702.4.2 i f c5 = ¢ I F.A. - - _ I HER r 1 _ INTERIOR STAIRS SITE BUILT FBC 2010 7 c� III/ I OPT. UP1PRS -I as @311.7.3 ENERAL PJOTES z I V y • I • l� 1. STRINGERS SHALL BE 2x12 SPF#/2 P.L d - I I I I I ) ( MINIMUM EMERGENCY ESCAPE WINDQW OPENING SIZES zI AT CQ BATH ) ) O a E_2 B z I B AT BASE ,EQUALLY SPACED & ANCHORED 1• FBC-R310) TWH H- AKN HA H I Q I I i TILE TO 2x8 HEADER & P.T• 2x4 PLATE PER ¢ R I - a a MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED to 2 iN oo = I 7, - - J I-- -� 2 ¢ ¢ STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM .1 0 _ 11 1 13 I o o d u7 J LAUNDRi w MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ° - I m II 1 X I - w W 2.) TREADS SHALL BE 2x12 SPF##2 RIPPED WINDOW = 5.7 Sq. Ft. PAN riN O I p TILE z Z DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE HWT R -2 O - LOW _ IL - - - - Y a HERDRQOM 1., I IL - RWINDOW 5.7 Sq. Ft• , n = .-IN 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE -1 O _2 94 0 _� -- 2 KN c� o 0 r- ®� DOWN AS REQUIRED GLUED AND NAILED. OPENING 24" { It 3 - - - - - - 1 Z a 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE p 4.) STAIR DIMENSIONS SHALL BE AS f -I O `STORAGE Z II HIS U � o\ 7 .- FOLLOWS.. QPENING = 20„ - _ - W.I. p / d MAXIMUM SILL HEIGHT FOR EMERG CY ESCAPE OPENING _ - _. (7 1I VV . I . e MIN. TREAD 10 MIRROR _ z 4 3 u� 44 ABOVE FLOOR PR VIDE 8 - - - rn ¢ I O MAX. NOSING 1 1/4 1„ I 1" „ i 1„ " ,- „ 1 " - TYPE X 1 �. 52 = II 4 -62 3 -5 2 , 3 -6� 3 112 _7 3 52 MAX. RISER. - 7 3/4" 2•) .MINIMUM WINDOW SILL HEIGHT (FB R6112) DRYWALL J MIN. HEADROOM _ 6 -8' FOR WINDOWS MORE THAN 6'-0 ABOVE FINISHED GRADE, I . p� L - - - - ^' MAX. VERTICAL RISE FOR 12'-»0" THE LOWEST PART OF THE CLEAR QPENING TO THE UNDER STAIRS 1 p I FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE i • a " i I a BI FOLD MIN. STAIR WIDTH - 3 -0 FINISHED FLOOR FOR WINDOWS 2 c p 6 MIN. CLEAR STAIR WIDTH - 31 1/2 O h •-KN 1- 5 ( FOR WINDER STAIRS i MASTER 3•) FLASHING SEALANTS AND WEATHER TRIPPING MASE I 14 0 uHA 45 MINUTE TILE ►� O O I 1 TED DOOR FOYER ER -I N \` / DN 7R MIN. WINDER TREAD MEASURED- 10 (FBC-R612.2) TILE 1 B ATH MI FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING At TED JAMB, D1 c p MIN. WINDER READ MEASURED - 6" ' ALL. EXTERIOR DOORS & WINDOWS TO EXTEND TO THE �D CLOSER a0 OASIS TEMPERED - 00 I AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER I W26 a GLS. ENCL. 3 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH 1D FLANGE GLASS ON ( "� MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 42" HIGH I OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR O HAND RAIL - FBC 2010 R311.7.7 HAMA CLASS 800 OR 812. RECOMMEND SIKA 201. c0 KNEEWAL 2i ° I I O7 MIN, STAIR HANDRAIL HEIGHT _ 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND O 1 I MAX. STAIR HANDRAIL HEIGHT 38" FENESTRATION PRODUCTS. TO BE SEALED WITH A I $„ 2,_1" 4'-5 „ 1'_7 t1" - "RV : I I W55 MIN. INTERIOR GUARD HEIGHT _ 36' EALANT COMPLYING WITH FBC200 R613.8.100 I �r I MIN, EXTERIOR GUARD HEIGHTS = 36 I j O R C H r- I N B E D R DOM 2 FINISHED RAILING WITH PICKETS SPACED 4•) L1AXIMUM TOLERANCE FOR MASON Y ROUGH OPENINGCARPETI { 4 BELOW W MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) r III 6 HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FIN. FLR 0_ [jD28"HIGH o D1: N TYPE II RAILS FBC R311,7,7,3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM Co., TILED LEDGE I _ - - - - - _ - _ - - - - SPECIFICATIONS. HANDRAILS TO TERMINATE F 1/4 IN WIDTH o I 1 I •1 TO WALL OR NEWEL POST PER FBC i C p N I oo ELECTRIC . p I I R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I PANEL 21 I N o A - SECTION 402 COMPLIANCE: O �0"x42' x2 " I I I I VAULTE(� EILING i l WALLS BACKING ONTO ATTI_Q TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF � 2 2 I I N O WALLS WHICH SEPARATE CONDITIONED LIVING {OTAI. FLOOR AREA (2010 FBC ENERGY CODE I : s} OAKER I m1 1 I SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) PROPOSED ELEC I I I SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 i METER LOC e E RE S INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402,1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING.', CONTAINED IN THE ENERGY GAUGEIUSA/FLA/RES + , COMPUTER PROGRAM TEMPERED 1/6x5/03 0x6/4 1/6x5/0 A CH TOP � WALL &CEIhING�FTWEEN GARAGE AND LIVING. � )WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE � L PR VIDIN U -VALUE E & HGC HE RC LABEL PROVIDING S TO 2 1 GLASS ABOVE 1 �9 SPACE � N4 TUB 5/8 TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FIN L ENERGY, No. Revision Date By 3 GARAGE WITH :LIVING SPACE ABOVE & 1/2" INSPECTION. D1 1�, �_ „ , „ , , , „ " I" ,_ 1" DRYWALL ON WALL BETWEEN LIVING SPACE CONSTRUCTION DOCUMENTS 1'-11" 1'-7" 5'-4" '-3' 2'-111" 3 3 3 -10 2 -9 2 -9 3 -10 4 02 4 62 AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE -ABOVE. TAPE AND SEAL '& STRUCTURALLY SUPPORT ALL 1 ` JOINTSINORDER TO BE GAS AND FUME 1MENSION & AREA NOTES �E Tr DESIGN,INC.' 8'_6" 6'-3" 3'-2 8 -7 TIGHT, SEAL ALL PENETRATIONS PER :2010 FBC FOR C.�l4.U. WALLS, ALL D/MENS/DNS " Ir 8302.11 (4) " RE MEASURED FROM FACET OF �'>: D -All a28 >� A h 6685 Arroyo r. �ONCRETE MASONRK UNIT. (EXCLUDES ' Melbourne FL, 32940 '-O" DOOR FROM GARAGE To HOUSE #INSIDE STRAPP/NG W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR XTERIOR FINISH FOR SIDING OR TEL: 321 288-6274 TO BE EQUIPPED WITH SELF CLOSING DEVICE { ) AND WEATHERSTRIPPING. �'EMENTITIOUS FIN/SH. E S 1 G N S- FOR EXTERIOR STUD WAL4S, ALL building design services EMAIL" info@t•f-design.COrll PRECAST CONCRETE STEP OR WOOD STEP IMENSIONS ARE MEASURED[ FROM I 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE I I RISE 7 3/4" MINIMUM TREAD 10" ACE OF EXTERIOR SHEATHING n PLAN- CEMENTITIC�US FINISH GROUND FLOOR PLAN SECOND F L� O O R I L. A l V EXCLUDES Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the TOTAL A/C AREA 0 work.Drawin s are NOT to be scaled. 9 34 SF 403 SF 0 II drawings specifications a instruments of service and A n ar I 9 p Scale ur n 1/4 _1-0 - •�r the copyright property of the designer and must be returned I DAMPER MAX. 25' DUCT LENGTH. 45', BEND - ACE OF STUD TO FACE 0/1-1 STUD. upon request d 4" 2 { 1CONSTRUCTION NOTESUnless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL INEN CLOSET OR PANTRY w MIN' 14" DEEP j CONSTRUCTION TO ADHERE TO THESE ANS AND / I SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FO 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL SHELVES FOR 9' CEILING I ENGINEERS DRAWINGS AND SPECIFICATIONS,; 1 q MECHANICAL ENGINEERS DRAWINGS AND i SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION 52ANGE HOOD VENT (FOC-M11503) O FANGE HOOD VENTED TO EXTERIOR AND 4 OVER CONSTRUCTION OF THESE UNITS. THESE £OUIPPED WITH BACK DRAFT DAMPER. O rn O , ,. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM tAICROWAVES LOCATED ABOVE A COOKING 28-0 O PPLINCE SHALL COMPLY WITH UL923 J J SPECIFICATIONS N N ¢ FRAME WALL CONSTRUCTION 12x4) PUBFLOOR AND FLOOR TRUSSES W U J W U 1 CEMENTITIOUS FINISH 16 � ? 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED i 1n J Z - , " „ 1•� ' , „ lot J z O. FINISHED TEXTURED COATING PER BUILDERS O �. 10 -opt3 -0� z 4 -8 3 -6 10 -02 3 _6 6 -32 ¢ tLOOR TRUSSES BY REGISTERED TRUSS H SPECIFICATION OVER 7/8" THICK PRIMED 3 ANUFACTURER. (SEE STRUCTURAL; ENGINEERS .. COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING . >- } M GALV• METAL LATH w/. WATER RESISTANT FVERY 1000 S.F. BRACING IN, ACCpROANCE a Z N M BARRIER PER ASTM C 1063 &APPROVED ,WTH TPI/WTCA BCSI. (1/4') PANEL TYPE ¢ N J ¢ J HOUSE WRAP, 7/16" OSB EXTERIOR 4. O d Q 1t1NDERLAY UNDER RESILIENT AND OOD p v SHEATHING, 2x4 STUDS ®16' O.C. TO LOORING r 3 1 3 } 10'-0" MAX. HEIGHT (SEE STRUCTURAL i a O ¢ J i D1 O < m ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE Jam D1 INSULATION, 1/2" INTERIOR DRYWALL' FINISH. O EXTERIOR WALLS TO HAVE A FIRE PRESISTANCE �A 2 Li a w j 3 l a w a ATING OF 1 HOUR WHERE LIMITING DISTANCE � C) V) 0 0 N A 5S1 W58 z O N z Oto S LESS THAN V-0 AGE FLANGE N S ¢ W57 W57 W57 W57 N = ¢ : CONCRETE BLOCK CONSTRUCTION - ; I 0- O CEMENTITIOUS FINISH e 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1$ rGROUND FLOOR PARTY WALL FROM TOP OF m SPECIFICATIONS OVER 1/2' THICK PRIMED 3 'SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED EGRESS EGRESS EGRESS EGRESS " # COAT CEMENTITIOUS APPLICATION, 8 NOM, PER UL ASSEMBLY U905, 'FBC TABLE 720.1(2) q CONCRETE BLOCK WALL REINFORCED PER )TEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TOIL -- - - - - - - - - - - - - - - TIED TO CONTINUOUS BOND BEAM AT TOP #VERIFY THAT DELIVERED BLOCK HAS CORRECT, \ / OF WALL. 1x2 PRESSURE TREATED ;RATING. PARTY WALL TO HAVE 1 1/2" P.T, I G STRAPPING AT 24° O.C. T -NAILED INTO -'TRAPPING ®24" O.C. - -- - - - - - - - I BLOCK. FI -FOIL AA -2 VAPOR SHIELD I I REFLECTIVE INSULATION (R74.1), 1/2" 12 HOUR SHAFT LINER SYSTEM PARTY WALL i INTERIOR DRYWALL FINISH, TOTAL R -VALUE 19 ;SECOND FLOOR PARTY WALL -TOB 2 HR 1 I ( 1 In BEDROOM p �, A Z N = (R-8.61) RATED CONTINUOUS FROM `TOP OF;MASONRY r B E D I\ O O M J I FIRE WALL BELOW, TO UNDERSIDE bF ROOF D1 1 I 1 oO SHEATHING. SHAFT LINER ASSEMBLY PER UL 18'-71 D1 I I I� CARPET INTERIOR STUD PARTITIONS 2 1 ^ I O BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. OPEC• AND INSTALLED PER MANUF CTURERS ROOM A I R I' I I FOR 2 STORIES TO 10'-0 MAX HEIGHT. GATHERING" ROOM M I MASTER B E D R O I VI I PROVIDE 2x4 SPF#2 BOTTOM PLATE & (ROOF CONSTRUCTION 1 o CARPET O I 1 I 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 20 ; OOF COVERING AS SPECIFIED INSTALLED PER i o N Y J LO I I CAFdPET I „ DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. J p NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED a 4 ¢ „ ,I " I " I, ,I„4'-84" , ,� •, SPF#2 OR 2x6 SPF#2 W 24" O.C. j )PRE-ENGINEERED ROOF TRUSSES BY TRUSS o °' 5 4 t6 3 -5 -10 1 5 4--1 0 2 -1 5 a � MIANUFACTURER AT 24" O.C. PRE ?FINISHED ALUMINUM 3: LLJ J > .--. # I EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE = J Q O I ( I I O PROVIDE MIN. R-11 BATT INSULATION) INPROTECTED) OVER SUBFASCIA. = 3 U CL Z �, I - - - - - - I T�_, FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION ' Li w O O I �- - I 1 UNCONDITIONED SPACES APPROVED DOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE W z a U J / PROV ° ct 21 D1 WRAP, FINISHED SOFFIT HALF OF. REQUIRED VENTILATION AT EAVE AND HALF O z_ O IJ C O p'v / -IN i WITH OFF -RIDGE VENTS (O'HAGINS' INC. ;OR EQUAL) AS ' UP 7R J 0 V- - - - - - - - - -PAN UNDE N I 5 ATTIC OVER LIVING SPACE 1 )WITH BY CALAULATION L` ¢ WASHER- N -I I O � PROVIDE R38 BATT/ BLOWN INSULATION AND 6 z a m LAU RY & : I I - - 1/2" INTERIOR DRYWALL FINISH ON CEILING LL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O a W OR R BOX .-KN Lin�' I I� 21 MILE TO BE CEMENT TILE BACKER CARD PER FBC2007 -N 0_O� --- O 11I -�-- O G 702.4.2 i f c5 = ¢ I F.A. - - _ I HER r 1 _ INTERIOR STAIRS SITE BUILT FBC 2010 7 c� III/ I OPT. UP1PRS -I as @311.7.3 ENERAL PJOTES z I V y • I • l� 1. STRINGERS SHALL BE 2x12 SPF#/2 P.L d - I I I I I ) ( MINIMUM EMERGENCY ESCAPE WINDQW OPENING SIZES zI AT CQ BATH ) ) O a E_2 B z I B AT BASE ,EQUALLY SPACED & ANCHORED 1• FBC-R310) TWH H- AKN HA H I Q I I i TILE TO 2x8 HEADER & P.T• 2x4 PLATE PER ¢ R I - a a MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED to 2 iN oo = I 7, - - J I-- -� 2 ¢ ¢ STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM .1 0 _ 11 1 13 I o o d u7 J LAUNDRi w MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ° - I m II 1 X I - w W 2.) TREADS SHALL BE 2x12 SPF##2 RIPPED WINDOW = 5.7 Sq. Ft. PAN riN O I p TILE z Z DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE HWT R -2 O - LOW _ IL - - - - Y a HERDRQOM 1., I IL - RWINDOW 5.7 Sq. Ft• , n = .-IN 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE -1 O _2 94 0 _� -- 2 KN c� o 0 r- ®� DOWN AS REQUIRED GLUED AND NAILED. OPENING 24" { It 3 - - - - - - 1 Z a 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE p 4.) STAIR DIMENSIONS SHALL BE AS f -I O `STORAGE Z II HIS U � o\ 7 .- FOLLOWS.. QPENING = 20„ - _ - W.I. p / d MAXIMUM SILL HEIGHT FOR EMERG CY ESCAPE OPENING _ - _. (7 1I VV . I . e MIN. TREAD 10 MIRROR _ z 4 3 u� 44 ABOVE FLOOR PR VIDE 8 - - - rn ¢ I O MAX. NOSING 1 1/4 1„ I 1" „ i 1„ " ,- „ 1 " - TYPE X 1 �. 52 = II 4 -62 3 -5 2 , 3 -6� 3 112 _7 3 52 MAX. RISER. - 7 3/4" 2•) .MINIMUM WINDOW SILL HEIGHT (FB R6112) DRYWALL J MIN. HEADROOM _ 6 -8' FOR WINDOWS MORE THAN 6'-0 ABOVE FINISHED GRADE, I . p� L - - - - ^' MAX. VERTICAL RISE FOR 12'-»0" THE LOWEST PART OF THE CLEAR QPENING TO THE UNDER STAIRS 1 p I FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE i • a " i I a BI FOLD MIN. STAIR WIDTH - 3 -0 FINISHED FLOOR FOR WINDOWS 2 c p 6 MIN. CLEAR STAIR WIDTH - 31 1/2 O h •-KN 1- 5 ( FOR WINDER STAIRS i MASTER 3•) FLASHING SEALANTS AND WEATHER TRIPPING MASE I 14 0 uHA 45 MINUTE TILE ►� O O I 1 TED DOOR FOYER ER -I N \` / DN 7R MIN. WINDER TREAD MEASURED- 10 (FBC-R612.2) TILE 1 B ATH MI FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING At TED JAMB, D1 c p MIN. WINDER READ MEASURED - 6" ' ALL. EXTERIOR DOORS & WINDOWS TO EXTEND TO THE �D CLOSER a0 OASIS TEMPERED - 00 I AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER I W26 a GLS. ENCL. 3 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH 1D FLANGE GLASS ON ( "� MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 42" HIGH I OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR O HAND RAIL - FBC 2010 R311.7.7 HAMA CLASS 800 OR 812. RECOMMEND SIKA 201. c0 KNEEWAL 2i ° I I O7 MIN, STAIR HANDRAIL HEIGHT _ 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND O 1 I MAX. STAIR HANDRAIL HEIGHT 38" FENESTRATION PRODUCTS. TO BE SEALED WITH A I $„ 2,_1" 4'-5 „ 1'_7 t1" - "RV : I I W55 MIN. INTERIOR GUARD HEIGHT _ 36' EALANT COMPLYING WITH FBC200 R613.8.100 I �r I MIN, EXTERIOR GUARD HEIGHTS = 36 I j O R C H r- I N B E D R DOM 2 FINISHED RAILING WITH PICKETS SPACED 4•) L1AXIMUM TOLERANCE FOR MASON Y ROUGH OPENINGCARPETI { 4 BELOW W MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) r III 6 HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FIN. FLR 0_ [jD28"HIGH o D1: N TYPE II RAILS FBC R311,7,7,3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM Co., TILED LEDGE I _ - - - - - _ - _ - - - - SPECIFICATIONS. HANDRAILS TO TERMINATE F 1/4 IN WIDTH o I 1 I •1 TO WALL OR NEWEL POST PER FBC i C p N I oo ELECTRIC . p I I R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I PANEL 21 I N o A - SECTION 402 COMPLIANCE: O �0"x42' x2 " I I I I VAULTE(� EILING i l WALLS BACKING ONTO ATTI_Q TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF � 2 2 I I N O WALLS WHICH SEPARATE CONDITIONED LIVING {OTAI. FLOOR AREA (2010 FBC ENERGY CODE I : s} OAKER I m1 1 I SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) PROPOSED ELEC I I I SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 i METER LOC e E RE S INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402,1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING.', CONTAINED IN THE ENERGY GAUGEIUSA/FLA/RES + , COMPUTER PROGRAM TEMPERED 1/6x5/03 0x6/4 1/6x5/0 A CH TOP � WALL &CEIhING�FTWEEN GARAGE AND LIVING. � )WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE � L PR VIDIN U -VALUE E & HGC HE RC LABEL PROVIDING S TO 2 1 GLASS ABOVE 1 �9 SPACE � N4 TUB 5/8 TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FIN L ENERGY, No. Revision Date By 3 GARAGE WITH :LIVING SPACE ABOVE & 1/2" INSPECTION. D1 1�, �_ „ , „ , , , „ " I" ,_ 1" DRYWALL ON WALL BETWEEN LIVING SPACE CONSTRUCTION DOCUMENTS 1'-11" 1'-7" 5'-4" '-3' 2'-111" 3 3 3 -10 2 -9 2 -9 3 -10 4 02 4 62 AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE -ABOVE. TAPE AND SEAL '& STRUCTURALLY SUPPORT ALL 1 ` JOINTSINORDER TO BE GAS AND FUME 1MENSION & AREA NOTES �E Tr DESIGN,INC.' 8'_6" 6'-3" 3'-2 8 -7 TIGHT, SEAL ALL PENETRATIONS PER :2010 FBC FOR C.�l4.U. WALLS, ALL D/MENS/DNS " Ir 8302.11 (4) " RE MEASURED FROM FACET OF �'>: D -All a28 >� A h 6685 Arroyo r. �ONCRETE MASONRK UNIT. (EXCLUDES ' Melbourne FL, 32940 '-O" DOOR FROM GARAGE To HOUSE #INSIDE STRAPP/NG W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR XTERIOR FINISH FOR SIDING OR TEL: 321 288-6274 TO BE EQUIPPED WITH SELF CLOSING DEVICE { ) AND WEATHERSTRIPPING. �'EMENTITIOUS FIN/SH. E S 1 G N S- FOR EXTERIOR STUD WAL4S, ALL building design services EMAIL" info@t•f-design.COrll PRECAST CONCRETE STEP OR WOOD STEP IMENSIONS ARE MEASURED[ FROM I 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE I I RISE 7 3/4" MINIMUM TREAD 10" ACE OF EXTERIOR SHEATHING n PLAN- CEMENTITIC�US FINISH GROUND FLOOR PLAN SECOND F L� O O R I L. A l V EXCLUDES Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the TOTAL A/C AREA ,7/8 CLOTHES DRY R VENT (FBC M1502) / /NG I RSD % work.Drawin s are NOT to be scaled. 9 34 SF 403 SF 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. O „ 10 -0 FROM A/C CONDENSER, MIN; 36 FROM FOR INTERIOR STUD WALLS, ALL II drawings specifications a instruments of service and A n ar I 9 p Scale ur n 1/4 _1-0 - ANY OPENING & EQUIPPED WITH BACK DRAFT PIMENSIONS ARE MEASURED; FROM the copyright property of the designer and must be returned I DAMPER MAX. 25' DUCT LENGTH. 45', BEND - ACE OF STUD TO FACE 0/1-1 STUD. upon request d 2.5'. & 90' BEND = 5' SQUARE FOOTAGE CALCULATIONS ARE I ATTIC ACCESS (FBG -8807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER EMENTITIOUS FINISH, MASONRY VENEER, UADRA PTD. MDF TRANSOM ; DOOR STOP PERIMETER . STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. PANEL ABOVE SIDING (PER E!_EVATION) AS OUTLINED ALLOW IN }}}"' DESIGN STUDIOS INC. TYPICAL FOR ALL SHELVES - " ATTIC AT HTATCHGHT, 3 4 LOCATION. (RO 30) RIGID /N -AMERICAN NA TONAL STANDARDS2171 fNS77TUTE 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 & LEDGES - INSULATION BACKING INC. (ANS7 2765-2003) -" tel: (416) 322.6334 fax. (416) 322-7294 5/8" PTD. PINE SHELF 11-2"21- email: info@quadradesignstudios.com SUPPORTED ON 5/8"x2" / ' TRIM BIDS. OVER ALL PTD. KITCHEN PTD. PINE CLEATS & �N sketches, and ISI digital Information They may not be copied or used for ❑ ❑ 5 $"x2" FRONT VALENCE any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. I AREA CALCULATIONS (ANSI) ` GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21A 651 SF 1025 SF TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE 34 SF 403 SF H H Scale ur n 1/4 _1-0 - PROVIDE 1/ 4"xl" PTD. COUNTERTO Date I MARCH 2013 DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. KITCHEN -- ... ° CABINET PINE SHELVES a RECEPTACLE FOR CELL j PHONE CHARGER 48" AFF FINISHED PANE cl' COATHOOKS ON 3/4"X7-1/2" PTD. I AREA CALCULATIONS (ANSI) ` GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21A 651 SF 1025 SF TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA x 2113 SF Scale ur n 1/4 _1-0 - Sheet No. Client 1. i a Project NameLOCH LAKE PH 3 . SANFORD, FL i PINE LEDGER BD. FOYER TCH EN SCALE 2:1 - gKI _ _. STOP DROP FLUSH 40 BREAKFAST EAR SECTION f J E „ f 3 KIH21 ELEVATIONrAr LOT 55 Copyright dL Copy, ® 2009 Quadra Design Studios Inc. I i Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERON]BYChecked BY TF Scale ur n 1/4 _1-0 - Sheet No. Date I MARCH 2013 i I I � No. Revision Date 13y CONSTRUCTION DOCUMENTS TF DESIGN, INC. I �/ PROya iii •, .`: . . TYPE- 6'—B" I 0 rn O O 00 .,• D TRIM W 8: 7 / 2 SMOOTH CEMENTITIOUS FINISH CEMENTITIOU TOP OF WINDOW SMOOTH CEMENTITIOUS FI S FINISH (TYP ) „ h. 6 WIDE S ca CORED WINDOW ; SURROUND W/ SMOOTH o CEMENTITIOUS FINISH r7 1/2 CEMENTITIOUS FINISH.'.' '• OVER BLOCK WALL ' "aCx"ae OITA9 9 ' NISH FIN. GROUND FLOOR . ' A/c .t. .1 • 1 ,1 • r:. FW l 0 � u1_w LLL 00 , GRADE � � y REAR ELEVATION A , WALKWAY ELEV, A FRONT , TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ, FT. ELEVATION A ELECTRIC METER NICHE ON GARAGE WALLTOTAL GLASS AREA ON FRONT ELEVATION 75.32 S FT. i s ; { a t t } i } 1 r 40 HIGH KNEEWALL W/ PAINTED WOOD CAP 9 •. , 5 •I' 1/2" CEMENTITIOUS ,• . • TI OUS FIN IS H OVER ••• •' "• ., • •" .. . ' . BLOCK WALL •, ,, • •,•,, .,, ... ' . • SMOOTH FINISHED WINDOW AND •. 6° -•• • r• •. .• • . '• "• • .; •,.; �,• DOOR SURROUND DETAIL 6"•• WIDE � WIDE SCORED DOOR (GROUND FLOOR TYP.) '+' •r';, . _ SCORED WINDOW WITHrF[ FLAT. HEADER (SEE DETAIL) :•1•I• I • SURROUND. W/ SMOOTH ELECTRIC METER , •' SU RROUND W/ SMOOTH I •.r :.I CEMENTITIOUS .,S1,. •,• 1/2" CEMENTITIOUS FINISH OVER •,•, •.i L.-- '•. CEMENTITIOUS FINISH" " .(TYP) NICHE SEE T ( ) BLOCK WALL E F070 0:1 7D FF � (GROUND FLOOR TYP.) .I 11• I 5"x3" PREFORMED STUCCO 5t, i x3" PREFORMED STUCCO — .,.' WATER TABLE ( SEE DETAIL FME ) WATER TABLE (SEE DETAIL) '•j' 6" WIDE SCORED DOOR . �. , ; ...• ¢ PRECAST STUCK—ON p SURROUND W SMOOTH K12 000 MIN,l�i i 6685 AffUyO Df. DRYWALSLQPED ; „ HEADROOM Melbourne FL, 32940 i' UNDER STAT CEILING�r . r� 2'-4" 40" HIGH SLOPED �` D E S ( G N TEL: (321) 288-6274 KNEE WALL W/ PTD. i 6 r / i I _ building design services EMAIL: Info@t-f-design.com PINE CAP i J I � I Contractor must verify all dimensions on the job and report any r- --i i I I rn 1 discrepancy to the designer before proceeding with the 1/2" NOM. STUCCO r- _J i 0 1 I r Z a work.Drawings are NOT to be scaled. -PLASTER FINISH r- I I 1 All drawings and specifications are Instruments of service and the copyright property of the designer and must be returned SLOPED I upon request. r- — i CEILING g' x I I x ,I DOOR II DOOR ELECTRIC METER 0 i NICHE FOYER STAIRWELL OeSIONSTUDIOS INC. i Z iB Road, Suite 302, Toronto, Ont MSM 484 2171 Avenue i SLOPED CEILING IN PWD. '& SLOPED KNEEWALL GUARD N STAIR to Avenue 322-6334 fax- (ats)322-7294 _ 4° THICK CMV email: info@quedradesignstudios.com STAIR DIMENSIONS Quadra Design Studios Inc. retains the copyright in all drawings, n9 . Plana, sketches, and all digital Information. They may not be copied or used for SECOND FLOOR TO THIRD of Quadra Design Studios rFLOOR i an purposes other projects purposes or distributed without the written consent c. - � 2„DIA. CONDUIT TO I 17 RISERS ®7 9/16” EACH= 10'-8 3/4" Client�. RUN THROUGH CMU ; 16 TREADS ® 10" EACH HOLLOW CORE TOTAL FLR, TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING 1 FORMATION FOR Project STAIRS Name LOCH LAKE PH 3 f ' PORCH 'A' I A SANFORD, FL SECTION THROUGH ELECTRIC METER NICHE � ' a ORTH21- : ELEVATION 'Al ` LOT 55 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet ELEVATIONS & STAIR SECTION I s Title BY CHRIS BERGERON decked TF Scale 1/4 I 1 1-011 Sheet No. Date MARCH 2013 Project 10025 ,2 i�No. .3' File No. 10025 ORTH21 ASPHALT. SHINGLES DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH 8:12 CEMENTITIOUS FINISH • .. (SEE DETAIL) / 2 / / 6:12 � ••�,,, . i TOP OF PLATE / � � � �. � s •j�. 1 . � TOP OF WINDOW .... � — • 1"x6" RAISED FRIEZE TRI W/ SMOOTH o CEMENTITIOUS 5 x6 RAISED S I ED FRIEZE o TRIM 7/8° CEMENTITIOUS FINISH ' ••• o FINISH TYP o o W SMOOTH CEMENTITIOUS x OVER SHEATHING ,. �,. ,.. ,• x x •. h•: ,: .. o o o o '•,• ' cu -- FINISH TYP •1• 7/8" .CEMENTITIOUS FINISH � .. 7/8" C EM • 1 �r ENTITIO US FINISH - 2-2060" PREFORMED .. .. ,OVER MED PROVIDE CONTROL JOINT SHEATHING • VIDE CONTROL JOINT OVER SHEAT HING �I GRESS - 6• LOUVERED. SH T IL E3 @ PARTY WALLsTue U TERS PARTY WA _ .. LL SEE DETAIL ., ,. EGRESS EGRESS ., PROVIDE CONTROL JOINT ® , PROVIDE CONTROL JOINT ® .. •I TOP OF BLOCK WALL ., • .. Er. , TOP OF BLOCK WALL . .. .. .. , • 1x6' RAISED SILL W L:J SMOOTH HCEM v ENT T F N .. y . •,• IIOUS S C N E 0 D FLOOR r•I .. .. FINISH TY 0• P 2 x1 2 x1' SQUARE RAISED .D E r. • r l k DETAIL 1x6 RAI W SMO SED 0TH TRIM W 1x6 I / RAISED / PRECAST STUCK -ON � STONE VENEER • CEMENTITIOUS TYP STONE VENEER 1 I I MIN,l�i i 6685 AffUyO Df. DRYWALSLQPED ; „ HEADROOM Melbourne FL, 32940 i' UNDER STAT CEILING�r . r� 2'-4" 40" HIGH SLOPED �` D E S ( G N TEL: (321) 288-6274 KNEE WALL W/ PTD. i 6 r / i I _ building design services EMAIL: Info@t-f-design.com PINE CAP i J I � I Contractor must verify all dimensions on the job and report any r- --i i I I rn 1 discrepancy to the designer before proceeding with the 1/2" NOM. STUCCO r- _J i 0 1 I r Z a work.Drawings are NOT to be scaled. -PLASTER FINISH r- I I 1 All drawings and specifications are Instruments of service and the copyright property of the designer and must be returned SLOPED I upon request. r- — i CEILING g' x I I x ,I DOOR II DOOR ELECTRIC METER 0 i NICHE FOYER STAIRWELL OeSIONSTUDIOS INC. i Z iB Road, Suite 302, Toronto, Ont MSM 484 2171 Avenue i SLOPED CEILING IN PWD. '& SLOPED KNEEWALL GUARD N STAIR to Avenue 322-6334 fax- (ats)322-7294 _ 4° THICK CMV email: info@quedradesignstudios.com STAIR DIMENSIONS Quadra Design Studios Inc. retains the copyright in all drawings, n9 . Plana, sketches, and all digital Information. They may not be copied or used for SECOND FLOOR TO THIRD of Quadra Design Studios rFLOOR i an purposes other projects purposes or distributed without the written consent c. - � 2„DIA. CONDUIT TO I 17 RISERS ®7 9/16” EACH= 10'-8 3/4" Client�. RUN THROUGH CMU ; 16 TREADS ® 10" EACH HOLLOW CORE TOTAL FLR, TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING 1 FORMATION FOR Project STAIRS Name LOCH LAKE PH 3 f ' PORCH 'A' I A SANFORD, FL SECTION THROUGH ELECTRIC METER NICHE � ' a ORTH21- : ELEVATION 'Al ` LOT 55 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet ELEVATIONS & STAIR SECTION I s Title BY CHRIS BERGERON decked TF Scale 1/4 I 1 1-011 Sheet No. Date MARCH 2013 Project 10025 ,2 i�No. .3' File No. 10025 ORTH21 ASPHALT. SHINGLES DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH 8:12 CEMENTITIOUS FINISH • .. (SEE DETAIL) / 2 / / 6:12 � ••�,,, . i TOP OF PLATE / � � � �. � s •j�. 1 . � TOP OF WINDOW .... � — • 1"x6" RAISED FRIEZE TRI W/ SMOOTH o CEMENTITIOUS 5 x6 RAISED S I ED FRIEZE o TRIM 7/8° CEMENTITIOUS FINISH ' ••• o FINISH TYP o o W SMOOTH CEMENTITIOUS x OVER SHEATHING ,. �,. ,.. ,• x x •. h•: ,: .. o o o o '•,• ' cu -- FINISH TYP •1• 7/8" .CEMENTITIOUS FINISH � .. 7/8" C EM • 1 �r ENTITIO US FINISH - 2-2060" PREFORMED .. .. ,OVER MED PROVIDE CONTROL JOINT SHEATHING • VIDE CONTROL JOINT OVER SHEAT HING �I GRESS - 6• LOUVERED. SH T IL E3 @ PARTY WALLsTue U TERS PARTY WA _ .. LL SEE DETAIL ., ,. EGRESS EGRESS ., PROVIDE CONTROL JOINT ® , PROVIDE CONTROL JOINT ® .. •I TOP OF BLOCK WALL ., • .. Er. , TOP OF BLOCK WALL . .. .. .. , • 1x6' RAISED SILL W L:J SMOOTH HCEM v ENT T F N .. y . •,• IIOUS S C N E 0 D FLOOR r•I .. .. FINISH TY 0• P 2 x1 2 x1' SQUARE RAISED .D E r. • r l k DETAIL 1x6 RAI W SMO SED 0TH TRIM W 1x6 I / RAISED BUILDING SECTION SEE STRUC E ` Jai r D E S I G. N �M �F BUILDING SECTION SEE STRUC E D E S I G. N i t I r i f i : I 9 } r V i BUILDING SECTION SEE STRUC E TF DESIGN, INC. y 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 building design services EMAIL• If1f00Ut-f-fj9SK�n.COn1 TURAL ENGINE RS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES l r Contractor must verify all dimensions on the job and report any ! discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications aro instruments of service and the copyright property of the designer and must be returned upon request. y a { Vl'ilJRA { DESIGN STUDIOS INC. G 2171 Avenue Road, Suite 302, Toronto, Ont MSM 4134 i s tel: (418) 322 6334 fax: (418) 322-7294 t ( emall: Info@quadradesignstudlos.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. 1 Client Name LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'A' LOT 55 Copyright & Copy, ® 2009 Quadra Design Studios Inc. { Sheet Title BUILDING SECTION 6 Drawn CHRIS BERGERON Checked TF Scale a Sheet 1/4"=1 -0 No. 9 Date MARCH 2013 Project 100250. 313A j Pro Noe 10025_ORTH21 J D E S I G. N TF DESIGN, INC. y 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 building design services EMAIL• If1f00Ut-f-fj9SK�n.COn1 TURAL ENGINE RS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES l r Contractor must verify all dimensions on the job and report any ! discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications aro instruments of service and the copyright property of the designer and must be returned upon request. y a { Vl'ilJRA { DESIGN STUDIOS INC. G 2171 Avenue Road, Suite 302, Toronto, Ont MSM 4134 i s tel: (418) 322 6334 fax: (418) 322-7294 t ( emall: Info@quadradesignstudlos.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. 1 Client Name LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'A' LOT 55 Copyright & Copy, ® 2009 Quadra Design Studios Inc. { Sheet Title BUILDING SECTION 6 Drawn CHRIS BERGERON Checked TF Scale a Sheet 1/4"=1 -0 No. 9 Date MARCH 2013 Project 100250. 313A j Pro Noe 10025_ORTH21 J 4, r 1 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 2" PVC WITH 150 AMP (3) #2/0 THHN PANEL 4ALUMINUM a o 150 MP METER 2/0 ALUMINU DI C. SERVICE CABLE #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING URERGROUND ELEC, 1�1S1R I A/C CONDENSER DISCONNECTS CA n /TEL ---- - - - I_, W Q I I SINK / IDISPOSER / F I 12 I I I �VIAS �'�• \ T— --- -}---- TWH I L J L MICROWAVE C — CIRCUIT I --TT— OUTLET FOR GARAGE DOOR OPENER CEILING MOUNTED LIGHT \ELECTRIC PANEL ELEC. METER I � I ( - `DnI I ISI n CI nn0 cI 7r_`TC71 r` A I MI A KI C/L , V1 MAX, BETWEEN TRIM AND SWITCH J N U TYPICAL LIGHT SWITCH D" t -K _\J I � IL-- c g 0�'UVHA ONDESER NNEC /An I TEL 10- 7 \------------- I r'1 I I 7 SECOND FLOOR ELECTRICAL PLAN FI_F!CM1e'AL LFePNn 2 WAY SWITCH - (50" HIGH TO CA) (^`3 3 WAY SWITCH \ (50" HIGH TO CA) STD. LIGHT FIXTURE 4 WAY SWITCH BRACE & PRE -WIRED (50" HIGH TO CA) // \\ FOR FUTURE CEILING FAN DIMTCH (50M HIGHER TOCA) 110V OUTLET (ta- HIGH TO CA WALL -MOUNTED) O CAPPED ROUGH -IN CEILING MOUNTED LIGHT 11OV SPLIT OUTLET -SWITCHED (16" HIGH TO CA WALL -MOUNTED) LIGHT FIXTURE 110V OUTLET (C(CEILINGMOUNTED) =0b OVER COUNTERS �QG PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) LTJ- (CEILING MOUNTED) 110V OUTLET y�Q �Q WATER PROOF WATERPROOF (SHOWER RECESSED LIGHT) (EXTERIOR WAIL -MOUNTED) 11ov ourLEr y VAPOR PROOF GROUND FAULT CIRCUIT (BATHRM, CEILING MOUNTED) INTERRUPTER 1IOV SINGLE CUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR f`r'} (CEILING MOUNTED) MICROWAVE NO B HEAVY DUTY OUTLET FLVORESCENi LIGHT NO BOX O BLOCK WALL C �(CEILINC MOUNTED) (10- HIGH TO CA) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) (12" HIGH) EXHAUST FAN. REFER TO CABLE T.V. JACK 0 CONSTRUCTION NOTE ze ® (12- HIGH) CEILING MQUNTED LICHT INTERCOM SPEAKER FIXTURE Wr/ EXHAUST FAN REFER TO CONSTRVC. NOTE 2e a THERMOSTAT JAR LAMP F-0 PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) O SPEAKER WIRE FLOOD LIGHT �- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) )� ELECTRICAL SERVICE PANEL 8"F ALARM (REFER TO FAC 2010. RMU USA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNDS, SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. NOD CARBON MONOXID "FIECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. COMBINATION �MONE ALARM k ARGON MONOXIDE DF CTOR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. ELECTRICAL NOTES 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL, 4) DRYER VENTS SHALL BE VENTED THROUGH THE ROOF OR THROUGH EXTERIOR WALL (DO NOT VENT WITHIN 10'-0" OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. HNA-C A, PQLWRING LFCEND — -71 I 1 C 3- PLUMBING (TOILET) TRANSFER VENT C = �Qv 2- PLUMBING DRAIN r — (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT IC -1 SUPPLY OUTLET rr _ J MAIN SUPPLY AIR FLEX 4 = RETURN AIR VENT ON WALL DUCT DMAIN UCT RETURN AIR FLEX I I REDUCTION BOX �y L_J n FLEX SUPPLY DUCT (� LJ I > TRIANOR / END BOXREDUCE / -�((' EXHAUST FOR GAS FUELED AIR V _ EXHAUST FOR DRYER OR STOVE C ' L--- HANDLER OR HWT -- HOOD AS NOTED MF_GHANIGAI k PLUMBING NOTES I) PLUMBING SMALL COMPLY WITH FBC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 120-F (49'C) IN ACCORDANCE WITH FBC-P270a.3 4) CLEANOUTS SHALL BE PROVIDED ® BASE OF STACK & ® 4'-0- A.F•F, IN LAUNDRY ROOM, 5) REFER TO H.V.A.C, DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 9) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. GENERAL ELECTRICAL NOTES: 1, THE ELECTRICAL PLAN 'ILLUSTRATES DESIGN INTENT ONLY, IT IS ITHE ELECTRICAL , CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODS AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALJ BESIZED TO ACCOMMODATE ALL CALCULATED LOADS AND i SHALL PROVIDE FOR ' MINIMUM OF EIGHT I SPARES. I I 4. PROVIDE SERVICE ;AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR; FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER,' HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC, } ti 5. GENERAL CONTRA(' TOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION ANQ VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD !ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT, NOT INTERSECTING ANY DOOR/WINDOW TRIM. I VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE V MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEAT. 7• ALL OUTLETS IN GARAGE, OUTSIDE, AND NEA WATER CONDITIONS (I E. VANITIES, SINKS, TUB, SHOWER; ETC.) SHAL BE, G.F.I. TYPE AS REQUIRED BY CODE. 8, LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN, FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJJCENT ARCHITECTURAL JJJ ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC'I GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER, WHERE THERE MAY BE CONFLICTS; LIGHT FIXTURE LOCATION SHALL VERIFIED AND i APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISI WALL MATERIALS. 9. VERIFY WITH CONT PACTOR SHOULD EXTERIOR SECURITY LIGHTS BEIDESIRED. IF DESIRED, VERIFY TYPE OF FIX RE, LOCATION AND REQUIRED ,SWITCHING 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11• FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12• PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE liOUTLET LOCATIONS AND I FIELD VERIFY WITH CQNTRACTOR. I j 14: SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ''ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH IBATTERY BACKUP) ALL DETECTORS SHALL Bfr LOCATED AND INSTALLED PER APPLICABLE COQE AND PER MANUFACTURER'S IN TRUCTIONS. LOCATIONS i - i f I ` I i r t ` i d I- I i } s t No. Revision Date By . CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 bDuEE fldiny des7- SGYi�N EMAIL: info@t-f-des�n.com I Contractor must verify all dimensions on the Job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are Instruments of service and the copyright property of the designer and must be returned upon request. Ui fDR i D8SLGN STUDIOS ING 2171 Avenue Road, Suite 302, Toronto, Ont MSM 464 tel: (416) 322-6334 tax: (416) 322-7294 email: info(gquadradesignstudics.com Quadra Design Studios Inc. retains the copyright in al drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client i Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATI ON' A LOT 55 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES BDrawnCHRIS BERGERON Byecked TF scale 1/4"=1'-0" Sheet No. Data MARCH 2013 Protect NO. 10025 3.4A Vo 10025_ORTH21 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE, 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. MIN. WINDER READ MEASURED e 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE "0 building design services EMAIL info@t-f-deSign.Ct)m Z M®al 1 Li U O W W N O� W N! - 3 f- O 4.-41., '� _ CARPET 8'-1" W GROUND E PLAN w _J _ o = Z Z .. W O 07 J m ¢ Z W W zi Z la- Z Ld UJ Z F J o U ZO v O L,_0 1- oQ Q Q V (n Q aJa O QW C9 0 O W h F- j C9 0 W 0o sS § g �O > > 2'-8" 6'-8" Z w B LABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO W21 1H4 SH BLOCK SINGLE HUNG 261" 501" 274" 501" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 261' 63" 274" 634" 11.59 NO W23 O 1H6 SH BLOCK SINGLE HUNG 261" 72" 274" 72" 13,25 NO ! W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1" W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO W51 24 SH BLOCK SINGLE HUNG 37" 501" 374" 50j" 13.01 NO INTERIOR DOOR 9' CLG_ TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES ® W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG . 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES V-6" W91 48x50 SH BLOCK SINGLE HUNG 48" 5011" 484" 501" 16.88 NO W97 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21,00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484' 16,00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER x MIN. WINDER READ MEASURED e 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE "0 building design services EMAIL info@t-f-deSign.Ct)m . M®al 1 Li U AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER PRECAST CONCRETE STEP OR WOOD STEP LOFT is O� RESISTIVE BARRIER. WINDOWS SHALL BE�SEALED WITH 5 D1 5 1,. 4 5'-4'� 4.-41., '� O CARPET 8'-1" co GROUND E PLAN SEC0ND FLOOR P(EX Li 0 4„ Contractor must verify all dimensions on the job and report any s OR 1;281 WITH TESTING AND PERFORMANCE CLASS 25 OR .- O discrepancy to the designer before proceeding with the >- m ¢ (n in ZN 0 OR SIDING I J I O ✓_ _ Y J x V (n Q aJa O = ~ C9 U O L i I'- J F - C1 0 p Z 0o Z Ce cz bi V)i Z PINE Ol 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 16 3'-0" 6'-8" 1 4" R4 TEMP GLASS 1/2 FRENCH SPECIFICATIONS, HANDRAILS TO TERMINATE OF 1/4" IN WIDTH 1 D1REQUIRED FLUSH \� TO WALL OR NEWEL POST PER FBC 9 LITE, TRANSOM / ELEV 1C 3'-0" 6'-8" 1 4" R4 ` „ „ SUPPORTED ON 5/8 x2 � � �, TEMP GLASS FULL FRENCH INSULATION BACKING. - /NS%/TUTE INC.(ANSI 2765 200,3 ( tel: 416 322.6334 fax (4 16) ( ) (161322-7294 l SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC I TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF 1 PTD, PINE CLEATS & 1 -2 2 -2 15 LITE, TRANSOM / ELEV 1D 3'-0" 8'-0" 1 4" R4 ! TEMP GLASS 1/2 FRENCH Quadra Design Studios Inc. retains the copyright in all drawings, pians, a . I � i I 12 LITE, TRANSOM / ELEV 1E 3'-0" 8'-0" 1 4° R4 I any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc TEMP GLASS FULL FRENCH 18 LITE, TRANSOM / ELEV O 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP, 2'-8" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. 3 U „ 2 -6 6'-8" 1 INTERIOR DOOR 8' CLG. TYP, 2'-6" 8'-0" 1 e" INTERIOR DOOR 9' CLG_ TYP. 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP, O 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP, 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 7O 1'-6" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. ® V-6" 8'-0" 1 " INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. TYP. 0 3'-0" 8'-0" 1 J" R4 TEMP GLASS FRENCH 1 LT O I 0 4- e N V J ,o U m CL L O CL 01 00 J OJ �W z< m XOV) 0= Q 1 ' y y I 1 CONSTRUCTION NOTES (Unless ' Otherwla_e Natgd) UNLESS NOTED OTHERWISE (U.N.O.) ALL i CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14 DEEP q SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING fi ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND, ' 1 j SPECIFICATIONS AND ALL OTHER APPLICABLE RANGE HOOD VENT (FBC-M1503) CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AN j OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER, 281-01' 1 rn MICROWAVES LOCATED ABOVE A COOKING 28 O � ¢ � -O„ REQUIREMENTS ARE TO BE TAKEN AS MINIMUMI SPECIFICATIONS APP�INCE' SHALL COMPLY WITH UL923 I N ¢ FRAME WALL CONSTRUCTION (x4) SU LOOR AND FLOOR TRUSSES I' J W U ! O CEMENTITIOUS FINISH 16 3/41 T&G SUB -FLOOR ON PRE-ENGINEERED a Z_ aFINISHED TEXTURED COATING PER BUILDERS 1 h 9 _2 Q -+ 5'-1" 3'-6" 16 -54„ 2'- 11 SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS j MANUFACTURER. (SEE STRUCTURAL ENGINEERS { COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING ! Q M GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE 1 _ BARRIER PER ASTM C 1063 & APPROVED N J HOUSE WRAP, 7/18" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE I UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO ! FLO RING 0 y 31 10'-0" MAX, HEIGHT (SEE STRUCTURAL ► O a ENGINEERS SPECIFICATIONS) R13 BATT FACE 1 OA M D1 1 3 { 1 INSULATION, 1/2" INTERIOR DRYWALL FINISH. 1 7 EX ER OR WALLS GTO HAVE A FIRE RESISTANCE 2 W CENTERED OVER PATIO RATING OF 1 HOUR WHERE LIMITING DI TANCE W58 W58 0 to DOOR BELOW TEMPERED Ii N Q GLASS ABOVE CONCRETE BLOCK CONSTRUCTION - IS ISS THAN 3'-0" FLANGE FLANGE W57 W57 R 8 ,d d TU O CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1 a GROUND FLOOR PARTY WALL FROM TOR OF 00 co EGRESS EGRESSSPECIFICATIONS OVER 1/2' THICK' PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED DBL: HANGING _ _ COAT CEMENTITIOUS APPLICATION, 8" NOM. PERiUL ASSEMBLY U905, FBC TABLE 720,1(2) PROPOSED - - - - _ - - 21 CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1! FOR � ELEC „ STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO METER LOC ------ 0 � _ _ _ _ - - - - 71 � 6 X42 X20 ° TIED. TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT 1 , \ / AKER TU OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" T. W.I. of STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. p I - - - - - - - - - - e I CARPE I •o BLOCK. FI -FOIL AA -2 VAPOR SHIELD SIN I I I REFLECTIVE INSULATION (R-4.1), 1/2 i 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL C I I j INTERIOR DRYWALL FINISH, TOTAL R -VALUE O SECOND FLOOR PARTY WALL TO BE 2 HR ! 1„ I " I „ „ „ _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY 52 I 14 2 I 4 - l 5 -1 I FIRE' WALL BELOW, TO UNDERSIDE OF ROOF • c � / � INTERIOR STUD PARTITIONS i SHEATHING. SHAFT LINER ASSEMBLY PER UL MASTER BEDROOM U37� AND INSTALLED PER MANUFACTURERS + i 21 „aa O BEARING PARTITIONS 2x4 SPF#2 ® 16' V.C. U373 „ e CARPET I GLASS ON FOR 2 STORIES TO 10'-0" MAX HEIGHT, t 14t- 1 I I SHELVES 4 I PROVIDE 2x4 SPF#2 BOTTOM PLATE & ROOF CONSTRUCTION KNE WALL2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 20 ROOF COVERING AS SPECIFIED INSTALLED PER /� J [ /� �I E Qz o GATHERING ROOM �I I I O I DRYWALL BOTH SIDES OF STUDS, MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. CARPET- AI EMPERED 0 NON-BEARING PARTITIONS TO BE 2x4 GRAPE ROOF SHEATHING W/ "H" CLIPS: APPROVED ; -CO 1 I = I L . ENCL. SPF#2 OR 2x6 SPF#2 0 24" O.C. PRErENGINEERED ROOF TRUSSES BY TRUSS 2A D1 4 MANUFACTURER AT 24 O.C. PRE-FINI HED ALUMINUM a , �---- N-------� ;I c BATH +- IN FASCIA AND VENTED SOFFIT . EP E o � OPT. 12 RAISED TRAY \ - EXTERIOR 0 (EXCEPT RE FIRE- n EXPOSED FLOOR TO EX R OR / \"� OASIS �J °� 4 PROVIDE MIN. R-11 BAT INSULATION N PROTECTED OVER SUBFASCIA, M V-- -_ CEILING I T U A710 IN , i� N - _- - - - - - - - - -,I TILE r L, N FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION i 1 N UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS, PROVIDE ®= WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT;EAVE AND HALF I I WITH OFF -RIDGE VENTS O'HAGINS, INC'' OR EQUAL AS I (n 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION i ) I ` I MI I / ° of a O PROVIDE R38 BATT/ BLOWN INSULATION AND I C ao I I N O ^� 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH i S \N I O R70 TO D PER FSC2007, O O o m 6 ; M a TILE: TO 8E CEMENT TILE BACKER BOAR - F. A. o I I 1 O INTERIOR STAIRS -SITE BUILT FBC 2010 " ___ 21 ;/ EDROOM 2 I 1 _ a, zo" O BATH fT , " I CARPET W5 13311.7.3 WNDOW GENERAL NOTES:0-OO 5 10'-10" TILE C 3 61 10'-3" 1.) STRINGERS SHALL BE 2x12 SPF#2 (P, T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES i O w E1 2 AT BASE) EQUALLY SPACED & ANCHORED 1.) TWNN � O a zQ W26 -1 i (FBC�R310) t N P W JO .=� i TO 2x8 HEADER & P.T, 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED - EM 4 `O N DRYER BOX t c O STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM I I r - - -1 � - - -i c O OD e IN 1 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE. PAN � o o� OPT. Up ERS N # WINDOW = 5.7 Sq. Ft,W m - _ _'L1 - - o N -I DOWN AS REQUIRED GLUED AND FAILED I MINIMUM AREA FOR SECOND FLOOR EMEJRGENCY ESCAPE H T UHAWINDOW 5.7 Sq. Ft. QW DOWNSASSSHALL BE REQUIRED GLUEDSAND2RMINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE EL CT IC' O A EL � .I ATTIC � I I N � NAILED. ! oPENwc � 24 r i, L - -1 t- - - _ MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE ,�-21' ' „ 3'- 1„" ` ' „ ,I HA_CH \ / FOLLOWS DIMENSIONS SHALL BE AS v ) STAIR OPENING = 20" I I 2'- 0" 9 3 -9 23 1 - 13 30 ) �e P MAXIMUM SILL HEIGHT FOR EMERGENCY SCAPE OPENING It CO O T C BI -FOLD "n I� MIN. TREAD a .10 ' 4 ABOVE FLOOR I FOYER ' i MAX. NOSING = 1 1/4° I 4" I 0 YE R -N I X I PROVIDE , I ' I MAX. RISER = 7 3/4" ( 2 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) j 10 YRRE TILE I CAU DRY PAN UNDER M 1 o N MIN. HEADROOM 6'-8" f) FOR ;WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, 1_ �' TILE WASHER 1 I W26 W MAX. VERTICAL RISE FOR = 12'-0" THE 40WEST PART OF THE CLEAR OPENING TO THE IDE 45 MINUTE 1D to >O FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE RATED DOOR c 3 4O" HIGH NEEWALL O O MIN. STAIR WIDTH = 3'-0" FINI ED FLOOR FOR WINDOWS W/ RATED JAM .- 0 O MIN. CLEAR STAIR WIDTH 31 1/2 .I - - ; /PTD. INE CAP DN 7R a I- - - - - _ FOR WINDER STAIRS SILL AND CLOS N 2-24 I O O D R R 3.) FLASH ING SEALANTS AND WEATHERSTRIPPING I i n -1 =Tot - - 81 -FO DS 0111110 o j K0ll-1011 NIM11111 TEL: (3Z� 288-6274 D E S I G N ®s V V 2133 SF i x MIN. WINDER READ MEASURED e 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE "0 building design services EMAIL info@t-f-deSign.Ct)m . M®al 1 • AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER PRECAST CONCRETE STEP OR WOOD STEP LOFT is O� RESISTIVE BARRIER. WINDOWS SHALL BE�SEALED WITH 11 D1 5 1,. 4 5'-4'� 4.-41., '� O CARPET 8'-1" co GROUND E PLAN SEC0ND FLOOR P(EX RISE 7 3/4 MINIMUM TREAD 10"FACE 4„ Contractor must verify all dimensions on the job and report any s OR 1;281 WITH TESTING AND PERFORMANCE CLASS 25 OR .- CIO discrepancy to the designer before proceeding with the HAND RAIL - FBC 2010 R311.7.7O AAMA CLASS 800 OR 812. RECOMMEND';SIKA 201. 12 M r OR SIDING I J I 7 MIN. STAIR HANDRAIL HEIGHT- = 34° JUNCTURE BETWEEN EXTERIOR PLASTER IAND p BEDROOM 3 n 40" HIGH SLOPED All drawlns ands specifications g p cations are instruments of service and MIN. INTERIOR GUARD HEIGHT = 36" p the copyright property of the designer and must be returned KNEEWALL W/ TD. MIN, EXTERIOR GUARD HEIGHT = 36" DAMPER MAX. 25' DUCT LENGTH. 45' BEND_ FACE OF STUD TO FACE OF STUD, 0o CARPET FINISHED RAILING WITH PICKETS SPACED "4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING PINE CAP O - SOUARE' FOOTAGE CALCUL A TIONS ARE �p O13 A 2 MEASURED TO EXTERIOR SURFACE OF Q4%�l (D " = FUR OUT WALL AS TO BE x30 uj SPECIFICATIONS, HANDRAILS TO TERMINATE OF 1/4" IN WIDTH 1 D1REQUIRED FLUSH \� TO WALL OR NEWEL POST PER FBC a & LEDGES 5/8" PTD. PINE SHELF 3'-4" X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID �N 2171 Avenue Road, Suite 302, Toronto, Cont M5M 4134 R311:7.7.2 CONTINUITY 5,) MINIMUM ENERGY CODE REQUIREMENTS IOR,WINDOWS ` „ „ SUPPORTED ON 5/8 x2 � � �, 0111110 o j K0ll-1011 NIM11111 TEL: (3Z� 288-6274 D E S I G N ®s ■ill 2133 SF ®- mm N_ MIN. WINDER READ MEASURED e 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE - FOR EXTERIOR STUD WALLS, ALL building design services EMAIL info@t-f-deSign.Ct)m . M®al • Z v o j TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. MIF„. WIN E T EMD MEASURED= 1Q (FBC-R612.2) i 12 FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT TEL: (3Z� 288-6274 D E S I G N 389 SF 12 SF DOOR STOP PERIMETER COUNTERTOP TRIM BIDS. OVER ALL PTD. PINE SHELVES KITCHEN RECEPTACLE FOR CELL CABINET PHONE CHARGER 48" AFF COATHOOKS ON FINISHED PANEL 3/4„x7-1/2" PTD. PINE LEDGER BD, 2133 SF MIN. WINDER READ MEASURED e 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE - FOR EXTERIOR STUD WALLS, ALL building design services EMAIL info@t-f-deSign.Ct)m . AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER PRECAST CONCRETE STEP OR WOOD STEP DIM1` NSIONS ARE MEASURED FROM O� RESISTIVE BARRIER. WINDOWS SHALL BE�SEALED WITH 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTS/PE O MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 GROUND E PLAN SEC0ND FLOOR P(EX RISE 7 3/4 MINIMUM TREAD 10"FACE 4„ Contractor must verify all dimensions on the job and report any s OR 1;281 WITH TESTING AND PERFORMANCE CLASS 25 OR .- CIO discrepancy to the designer before proceeding with the HAND RAIL - FBC 2010 R311.7.7O AAMA CLASS 800 OR 812. RECOMMEND';SIKA 201. 12 (FBC-M1502) DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING I J I 7 MIN. STAIR HANDRAIL HEIGHT- = 34° JUNCTURE BETWEEN EXTERIOR PLASTER IAND 10'-0" FROM 'A/C CONDENSER. MIN. 36' FROM MAX. 'STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEA' NTCOMPLYINGWITH FBC2007 R613.8.1 All drawlns ands specifications g p cations are instruments of service and MIN. INTERIOR GUARD HEIGHT = 36" p the copyright property of the designer and must be returned MIN, EXTERIOR GUARD HEIGHT = 36" DAMPER MAX. 25' DUCT LENGTH. 45' BEND_ FACE OF STUD TO FACE OF STUD, upon request. FINISHED RAILING WITH PICKETS SPACED "4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING 25, & 90' BEND = 5' MAXIMUM 4" BETWEEN PICKETS. SIZE' (FBC-R612.12.2) - SOUARE' FOOTAGE CALCUL A TIONS ARE �p O13 HANDRAILS TO MEET REQUIREMENTS FOR`, MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE MEASURED TO EXTERIOR SURFACE OF Q4%�l (D " = TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR•}A WINDOW PERIMETER SEALANT JOINT AMA MAXIMUM x30 CEMENTITIOUS FINISH, MASONR)'; VENEER, SPECIFICATIONS, HANDRAILS TO TERMINATE OF 1/4" IN WIDTH 1 STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. O 9 OR ;SIDING (PER ELEVA TION AS (OUTLINED \� TO WALL OR NEWEL POST PER FBC a & LEDGES 5/8" PTD. PINE SHELF 3'-4" X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID �N 2171 Avenue Road, Suite 302, Toronto, Cont M5M 4134 R311:7.7.2 CONTINUITY 5,) MINIMUM ENERGY CODE REQUIREMENTS IOR,WINDOWS ` „ „ SUPPORTED ON 5/8 x2 � � �, INSULATION BACKING. - /NS%/TUTE INC.(ANSI 2765 200,3 ( tel: 416 322.6334 fax (4 16) ( ) (161322-7294 l SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC I TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF 1 PTD, PINE CLEATS & 1 -2 2 -2 -r WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE p, ° I SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) i d i 3 0x6 4 I SHALL BE INSULATED WITH R-19 BATT '! MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 / / INSULATION. INCLUDES VAULTED CEILING, i FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS 2 I 3/8x5/0 3/8x5/0 ARCH TOP SKYLIGHT, RAISED COFFERED CEILING. COMPUTERCONTAINED IN THE PROGRAM GAUGE USA(FLA/RES � WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE 1 �.=./ SPACE THE ;NRC LABEL PROVIDING U -VALUE &' SHGC TO } 5/8" TYPE "X" DRYWALL ON CEILING OFREMAIN ON THE WINDOW UNTIL FINAL ENERGY No. Revision Dale B GARAGE WITH LIVING SPACE ABOVE & 1/2" INSP CTION. Y 4'-10 9 �5u 5,-.14" 3.-3 n 4'-21" DRYWALLON MANLRETW11 ENNWALLS LIVINGAND SPACE CONSTRUCTION DOCUMENTS AND GARAGEFLOORS w/ CONDITIONED SPACE ABOVE. ;TAPE ) I AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENS/ON & AREA NOTES "r F DESIGN, INC.,V -0' 19'-5" 8'-6" '-0' TIGHT, sEAL ALL PENETRATIONS PER 201P FBC R302.11 (4) - FOR C.M.U. WALLS, ALL DIME/ySIONS $ ARE MEASURED FROM FACE OF :t 6685 Arroyo Dr. 3 CONCRETE MASONRY UNIT.- (EXC4UDES 4., Melbour 'e FL, 32940 M Ct 7 -11 � INSIDE STRAPPING W DRYWA AN t ;• 2 DOOR FROM GARAGE TO HOUSE LL D 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR,'`. I I o j TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. CEMENTITIOUS FINISH. TEL: (3Z� 288-6274 D E S I G N 389 SF 12 SF DOOR STOP PERIMETER COUNTERTOP TRIM BIDS. OVER ALL PTD. PINE SHELVES KITCHEN RECEPTACLE FOR CELL CABINET PHONE CHARGER 48" AFF COATHOOKS ON FINISHED PANEL 3/4„x7-1/2" PTD. PINE LEDGER BD, 2133 SF I - FOR EXTERIOR STUD WALLS, ALL building design services EMAIL info@t-f-deSign.Ct)m . PRECAST CONCRETE STEP OR WOOD STEP DIM1` NSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTS/PE GROUND E PLAN SEC0ND FLOOR P(EX RISE 7 3/4 MINIMUM TREAD 10"FACE OF EXTERIOR SHEA THING, j Contractor must verify all dimensions on the job and report any CLOTHES DRYER VENT LUDES 718" CEMENTITIOUS IMSH discrepancy to the designer before proceeding with the 12 (FBC-M1502) DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING I J I work. Drawings am be scaled. ! 10'-0" FROM 'A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL All drawlns ands specifications g p cations are instruments of service and ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM the copyright property of the designer and must be returned DAMPER MAX. 25' DUCT LENGTH. 45' BEND_ FACE OF STUD TO FACE OF STUD, upon request. 25, & 90' BEND = 5' - SOUARE' FOOTAGE CALCUL A TIONS ARE O13 ATTIC ACCESS (FBC-R807 1 r ATTIC ACCESS HATCH 22" WITH WEATHER MEASURED TO EXTERIOR SURFACE OF Q4%�l x30 CEMENTITIOUS FINISH, MASONR)'; VENEER, TYPICAL FOR ALL SHELVES STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. O 9 OR ;SIDING (PER ELEVA TION AS (OUTLINED i�-/1� i DESIGN sruetos INC. a & LEDGES 5/8" PTD. PINE SHELF 3'-4" X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID ,SIDINCAN NATIONAL STANDARDS 2171 Avenue Road, Suite 302, Toronto, Cont M5M 4134 ` „ „ SUPPORTED ON 5/8 x2 � � �, INSULATION BACKING. - /NS%/TUTE INC.(ANSI 2765 200,3 ( tel: 416 322.6334 fax (4 16) ( ) (161322-7294 1 PTD, PINE CLEATS & 1 -2 2 -2 p emall:Info@quadradesignstgdios.com 5/8„x2„ FRONT VALENCE s •-¢.I ! Quadra Design Studios Inc. retains the copyright in all drawings, pians, a . I � i I sketches, and all digital Information. They may not be copied or used for PROVIDE I/ 4%1" PTD. - I any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc I o j TOTAL A/C AREA 1732 SF GARAGE f PORCH 389 SF 12 SF DOOR STOP PERIMETER COUNTERTOP TRIM BIDS. OVER ALL PTD. PINE SHELVES KITCHEN RECEPTACLE FOR CELL CABINET PHONE CHARGER 48" AFF COATHOOKS ON FINISHED PANEL 3/4„x7-1/2" PTD. PINE LEDGER BD, 2133 SF o i N . AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA tUNIT 22EA'' 707 SF 1025 SF TOTAL A/C AREA 1732 SF GARAGE f PORCH 389 SF 12 SF TOTAL AREA 2133 SF I Client I _ Name LOCH LAKE PH 3 N SANFORD, FL e SCALE 2:1 ORT H22E E3 I FOYER 8FLUSHKITCHEN ELEVATION'A'STOP & DROP 40" BREAKFAST BAR SECTION i I - � LOT 54 , j Copyright & Copy: ® 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN $ NOTES Title - By Drawn " CHRIS BERGERON Byes TF j t scale 1/4"-1'-0'r sheet - No Date MARCH 2013 Project 10025 No. 4.1A File 10025 2 0 RTH22E x + � No. - 4 ea l 00 PROVIDE CONTROL JOINT r O O 4.. 7/8" CEMENTITIOUS o ,n PARTY WALL u7 FINISH OVER SHEATHING xao 7/8" CEMENTITIOUS .. FINISH OVER SHEATHING . . M O PROVIDE CONTROL - PREFORMED MED 0x60" RE 0 JOINT PARTY WALL ,, 2 2 P STUCCO L SHUTTERS •LOUVERED D E RES E RESS' G S G • SEE DETAIL SEEN I i I w d f E' ' O t � SURROUND W/ SMOOTH � x RAI ED FRIEZE TRIM RAISED �/• .y • • . ,•• •. .. 1 CEMENTITIOUS FINISH S S 1/2" CEMENTITIOUS 00 -11%6" W SMOOTH CEMENTITIOUS •, WALL ,• 'f FINISHT YP PROVIDE CONTROL JOINT r O O 4.. 7/8" CEMENTITIOUS o ,n PARTY WALL u7 FINISH OVER SHEATHING xao 7/8" CEMENTITIOUS .. FINISH OVER SHEATHING . . M O PROVIDE CONTROL - PREFORMED MED 0x60" RE 0 JOINT PARTY WALL ,, 2 2 P STUCCO L SHUTTERS •LOUVERED D E RES E RESS' G S G • SEE DETAIL .1 r y• • �. ; • ••�•., ♦ • • II • 1 F INI7/8" FINIS H PROVIDECONTROL JOINT .SMOOTH CEMENTITIOUS FINISH CONTROL JOINT r ... : :. SH ® TOP 0F BLOCK WALL 1x8 RAISED BAND W/ (SEE DETAL ) FIN SECOND FLR. '♦t ,.. nhl•. ' t. ; • • .. •4' • •f OVER SHE �' 8:1 2 2 ®TOP OF BLOCK WALL •a"' 6 SCORED DOOR , WIDE 0 II /I SEEN 'laex"ae OITAq 9000 I .1 r y• • �. ; • ••�•., ♦ • • II • 1 F INI7/8" FINIS H PROVIDECONTROL JOINT .SMOOTH CEMENTITIOUS FINISH CONTROL JOINT r ... : :. SH ® TOP 0F BLOCK WALL 1x8 RAISED BAND W/ (SEE DETAL ) FIN SECOND FLR. '♦t ,.. nhl•. ' t. ; • • .. •4' • •f OVER SHE �' 8:1 2 2 ®TOP OF BLOCK WALL •a"' 6 SCORED DOOR , WIDE 0 II /I P F WINDOW TO 0 'laex"ae OITAq 9000 I w d f E' ' O WINDOW I ORE DO 6 WIDE SCORED W SURROUND W/ SMOOTH x RAI ED FRIEZE TRIM RAISED �/• .y • • . ,•• •. .. 1 CEMENTITIOUS FINISH Ln •. , '�• • 1/2" CEMENTITIOUS 00 -11%6" W SMOOTH CEMENTITIOUS •, WALL ,• 'f FINISHT YP I L • - — - DECORATIVE ARCHED , t r c .WINDOW HEADER W/ SMOOTH CEMENTITIOUS Ir EGRESS ,•� 1 .1 r y• • �. ; • ••�•., ♦ • • II • 1 F INI7/8" FINIS H PROVIDECONTROL JOINT .SMOOTH CEMENTITIOUS FINISH CONTROL JOINT r ... : :. SH ® TOP 0F BLOCK WALL 1x8 RAISED BAND W/ (SEE DETAL ) FIN SECOND FLR. '♦t ,.. nhl•. ' t. ; • • .. •4' • •f OVER SHE �' 8:1 2 2 ®TOP OF BLOCK WALL •a"' 6 SCORED DOOR , WIDE 0 II /I y' A/C FIN, GROUND FLR. t ;r. •,.. �. •• 1 x6 RAISED SILL W ; P F WINDOW TO 0 'laex"ae OITAq 9000 I w d f E' ' O WINDOW I ORE DO 6 WIDE SCORED W SURROUND W/ SMOOTH x h CEMENTITIOUS FINISH r. 1/2" CEMENTITIOUS 00 FINISH OVER BLOCK WALL y' A/C FIN, GROUND FLR. t ;r. •,.. �. •• 1 x6 RAISED SILL W ; SURROUND W/ SMOOTH •,•• , • . EMPERED EMPERED '' .. SMOOTH CEMENTITIOUS , STUCCO PLASTER (TYP) Ir FINISHT YP h ) 1 SMOOTH FINISHED WINDOW AN DOOR SURROUND DETAIL WI TH 1 2 CEMENTITIOUS FINISH SH , •t OVER BLOCK WALL— V. H D HEADER E DETAIL , OC L ARC E(SEE , FLOOR T P '>. 11 (GROUND Y 7FF7 El FF7■FLI FINISH , 1 2 CEMENTITIOUS :1 rl D �',. • 1x4 RAISED TRIM OVER OVER BLOCK WALL (GROUND FLOOR TYP.) '' 1"x6 SCORED BAND '.,' % 0TIM M 17 111M 2 1 BOTH WITH SMOOTH I ;• F M : 5x3 PREOR ED STUCCO .. t' ••Tt �.. ,. CEMENTITIOUS FINISH F N H •WATER TABLE (SEE DETAIL fl 5 x31 PREFORMED STUCCO y • :''' •. .. X—ON �,. ,. TABLE (SEE PRECAST STUCWA ER DETAIL , , STONE VENEER RECAST STI ON {. I CN EtECTISI.0 x p TE 'R. N CHS. LE . I 0 1. 1 -LI s 7„ 1D I — EQ, EQ. 1 711- i+7 EO. EO. r7 - { I 711 1 11 t 4 1 411 r n ' W Q � 1 6 > i vA j i No. Revision Date By VA RIEs VARIES 7 CONSTRUCTION DOCUMENTS r.. 3,. 7.1 1 ��4^� SCALE 2:1 3, 7" k 4� SCALE 2:1 00 .�--T OPED KNEE WALL H W/ PTD 3 ry TF DESIGN, N d^ a N d >r C.4 a , I I\ / SIGN, INC. 1011 WIDTH N 711 WIDTH 10" WIDTH 7" WIDTH i I I PINE CAP z SMOOTH FINISHED WINDOW AND DOOR M 6685 Arroyo Dr. SMOOTH FINISHED WINDOW AND DOOR I I \ SURROUND DETAIL WITH ARCHED HEADER SURROUND DETAIL WITH FLAT HEADER Melbourpe FL, 32940 / ui \ 61-�/1/ f t E S N / TEL: (321) 288-6274 L EMAIL: info@t-f-design.com \\ L� i building design services ' 6'-B" MIN. HEADROOM / Contractor must verify all dimensions on the Job and report any j discrepancy to the designer before proceeding with the _ PROVIDE work.Drawings are NOT to be scaled. 21-4'1 °' 5/81' TYPE11 /1 `� All drawings and specifications are Instruments of service and a °X11 8 51 -10 ? the copyright property of the designer and must be returned DRYWALL upon request. UNDER 6 t t STAIRS r<ir•t TTAT1n A 1/2" NOM. STUCCO o VriLJD A PLASTER FINISH I I DESIGN STUDIOS INC. LL L 2171 Avenue Road, Suke 302, Toronto, Ont M5M 4B4 1 , tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, ELECTRIC METER sketches, and all digital information. They may not be copied or used for NICHE - F I W ' any other projects or purposes or distributed without the written consent 0D— B OYER STAR ELL of Quadra Design Studios Inc. . Z SLOPED KNEEWALL GUARD ON STAIR s Client 4" THICK CMV i Co STAIR DIMENSIONS i SECOND FLOOR TO THIRD FLOORProI I� 211DIA. CONDUIT TO 17 RISERS 0 7 9/16" EACH= 10'-8 3/4 Name LOCH LAKE PH 3 RUN THROUGH CMU r 16 TREADS ® 10 EACH tt SANFORD, FL: ( HOLLOW CORE pTtJ r TOTAL FLR, TO FLR. HEIGHT= 10'-8 3/4" ACTUAL I OR 1 H22E � �'I t`vnrilnti'ol ; SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION F DR LOT 54 STAIRS I Copyright & copy; ® 2009 Quadra Design Studios Inc. A PORCH A Sheet ELEVATIONS &STAIR SECTION SECTION THROUGH ELECTRIC METER NICHE j Title Drawn CHRIS BERGERON Checked TF By By Scale1/4"-1'-0" Sheet No. Date MARCH 2013 i Pro'ect No' 10025 4.2A Noe 10025_ORTH22E LL 'laex"ae OITAq 9000 I SURROUND W/ SMOOTH •,•• , • . EMPERED EMPERED '' .. SMOOTH CEMENTITIOUS , STUCCO PLASTER (TYP) Ir FINISHT YP h ) 1 SMOOTH FINISHED WINDOW AN DOOR SURROUND DETAIL WI TH 1 2 CEMENTITIOUS FINISH SH , •t OVER BLOCK WALL— V. H D HEADER E DETAIL , OC L ARC E(SEE , FLOOR T P '>. 11 (GROUND Y 7FF7 El FF7■FLI FINISH , 1 2 CEMENTITIOUS :1 rl D �',. • 1x4 RAISED TRIM OVER OVER BLOCK WALL (GROUND FLOOR TYP.) '' 1"x6 SCORED BAND '.,' % 0TIM M 17 111M 2 1 BOTH WITH SMOOTH I ;• F M : 5x3 PREOR ED STUCCO .. t' ••Tt �.. ,. CEMENTITIOUS FINISH F N H •WATER TABLE (SEE DETAIL fl 5 x31 PREFORMED STUCCO y • :''' •. .. X—ON �,. ,. TABLE (SEE PRECAST STUCWA ER DETAIL , , STONE VENEER RECAST STI ON {. I CN EtECTISI.0 x p TE 'R. N CHS. LE . I 0 1. 1 -LI s 7„ 1D I — EQ, EQ. 1 711- i+7 EO. EO. r7 - { I 711 1 11 t 4 1 411 r n ' W Q � 1 6 > i vA j i No. Revision Date By VA RIEs VARIES 7 CONSTRUCTION DOCUMENTS r.. 3,. 7.1 1 ��4^� SCALE 2:1 3, 7" k 4� SCALE 2:1 00 .�--T OPED KNEE WALL H W/ PTD 3 ry TF DESIGN, N d^ a N d >r C.4 a , I I\ / SIGN, INC. 1011 WIDTH N 711 WIDTH 10" WIDTH 7" WIDTH i I I PINE CAP z SMOOTH FINISHED WINDOW AND DOOR M 6685 Arroyo Dr. SMOOTH FINISHED WINDOW AND DOOR I I \ SURROUND DETAIL WITH ARCHED HEADER SURROUND DETAIL WITH FLAT HEADER Melbourpe FL, 32940 / ui \ 61-�/1/ f t E S N / TEL: (321) 288-6274 L EMAIL: info@t-f-design.com \\ L� i building design services ' 6'-B" MIN. HEADROOM / Contractor must verify all dimensions on the Job and report any j discrepancy to the designer before proceeding with the _ PROVIDE work.Drawings are NOT to be scaled. 21-4'1 °' 5/81' TYPE11 /1 `� All drawings and specifications are Instruments of service and a °X11 8 51 -10 ? the copyright property of the designer and must be returned DRYWALL upon request. UNDER 6 t t STAIRS r<ir•t TTAT1n A 1/2" NOM. STUCCO o VriLJD A PLASTER FINISH I I DESIGN STUDIOS INC. LL L 2171 Avenue Road, Suke 302, Toronto, Ont M5M 4B4 1 , tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, ELECTRIC METER sketches, and all digital information. They may not be copied or used for NICHE - F I W ' any other projects or purposes or distributed without the written consent 0D— B OYER STAR ELL of Quadra Design Studios Inc. . Z SLOPED KNEEWALL GUARD ON STAIR s Client 4" THICK CMV i Co STAIR DIMENSIONS i SECOND FLOOR TO THIRD FLOORProI I� 211DIA. CONDUIT TO 17 RISERS 0 7 9/16" EACH= 10'-8 3/4 Name LOCH LAKE PH 3 RUN THROUGH CMU r 16 TREADS ® 10 EACH tt SANFORD, FL: ( HOLLOW CORE pTtJ r TOTAL FLR, TO FLR. HEIGHT= 10'-8 3/4" ACTUAL I OR 1 H22E � �'I t`vnrilnti'ol ; SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION F DR LOT 54 STAIRS I Copyright & copy; ® 2009 Quadra Design Studios Inc. A PORCH A Sheet ELEVATIONS &STAIR SECTION SECTION THROUGH ELECTRIC METER NICHE j Title Drawn CHRIS BERGERON Checked TF By By Scale1/4"-1'-0" Sheet No. Date MARCH 2013 i Pro'ect No' 10025 4.2A Noe 10025_ORTH22E w d f TF DESIGN, INC. 6685,Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 I building design services EMAIL' ; wanj".%Aml Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.DrawIngs are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UADRA DESIGN STUDIOS INQ 2171 Avenue Road, Suite 302, Toronto, Ont IM 4134 tel: (416) 3226334 fax: (416) 322-7294 email: lnfo@quadradesignstudioe.com Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed vAthoutthe written consent of Quadra Design Studios Inc. Client NameProject LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION W LOT 54 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION Drawn Checked By CHRIS BERdERON I BY TF Scale 1/4"-11-0" Sheet No. Date MARCH 2013 Project Na 10025 4 3A No. File 10025'ORTH22E r. Q E S I Q N TF DESIGN, INC. 6685,Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 I building design services EMAIL' ; wanj".%Aml Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.DrawIngs are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UADRA DESIGN STUDIOS INQ 2171 Avenue Road, Suite 302, Toronto, Ont IM 4134 tel: (416) 3226334 fax: (416) 322-7294 email: lnfo@quadradesignstudioe.com Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed vAthoutthe written consent of Quadra Design Studios Inc. Client NameProject LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION W LOT 54 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION Drawn Checked By CHRIS BERdERON I BY TF Scale 1/4"-11-0" Sheet No. Date MARCH 2013 Project Na 10025 4 3A No. File 10025'ORTH22E 4 .., ,.. , .�.,,.,.....,.. z-- rvu wl 1 h 150 AMP (3) #2/0 THHN C/L PANEL ALUMINUM 1, THE ELECTRICAL PLAN'IILLUSTRATES DESIGN Q } 1 3„ MAX. BETWEEN TRIM AND SWITCH 150 AMP 2/0 ALUMINU DI C. METER ALL APPLICABLE CODES SAFETY SERVICE CABLE IND REQUIREMENTS. #4 COPPER N 2. ELECTRIC SAND GAS METERS SHALL BE IN i NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR RI=AR OF THE 6BUILDINGS: SWITCH ' tYPICAL LIGHT GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDE"RIGROUND ELEC e RISER , t ELEC. ° 4ETER TEL---------------� I I\� --- ------ I I I \1 I I a `l i. i Vii/ •J � I SAN �_------------N \ IU A TEL I I Lr— LJ A/C CONDENSER / / \- \ DISCONNECTS C 0 vIL --- F I GENERAL ELECTRICAL NOTES: j I 1, THE ELECTRICAL PLAN'IILLUSTRATES DESIGN } 1 INTENT ONLY, IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH i ALL APPLICABLE CODES SAFETY f IND REQUIREMENTS. 2. ELECTRIC SAND GAS METERS SHALL BE IN i NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR RI=AR OF THE 6BUILDINGS: yyR I 3. PANEL BOX SHALL BE ';SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND r SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES.. s 4. PROVIDE SERVICE AS REQUIRED FOR ALL . 1 APPLIANCES iAND EQUIPMENT (I.E. REFRIGERATOR, FREEZER,' DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD,OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) I 5. GENERAL ;CONTRACTOR' AND ELECTRICAL SUBCONTRACTOR! SHALL "WALK THROUGH" PRIOR TO INSTALLATIONAND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR i r SHOULD ANY CONFLICT A�ISE 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM'SIZE 'AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE } MOUNTED AS CLOSE AS SEE JOSSIBLE.- DIAGRAMS, THIS SHEET, a 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E, ANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G:F.I. TYPE AS REQUIRED B`( CODE. 8. LIGHT FIXTURES SHALL, BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE =LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE ;SYMMETRICAL WITH EACH OTHER, WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION :SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR .TO INSTALLING FINISH WAIL MATERIALS, j { 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED, IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND i REQUIRED SWITCHING. I 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND n SWITCHES. i 3 11, FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR, i I { 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY ;WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANELI LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR, 14. SMOKE DETECTORS: !ALL DETECTORS SHALL 1 BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED .AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS.LOCATIONS 1 s 1 � 4 j i 4 v I I i r } I i i i i i I I No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. FF!. Melbourpe FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: I*resigfl.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. I All drawings and specifications are Instruments of service and the copyright property of the designer afrd must be returned upon request. UADRA DESIGN STUDIOS INC 2171 Avenue Road, Suite 302, Toronto, Ont M5M 4B4 tel: (416) 322-6334 fax: (416) $22-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings,' plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed Without the written consent of Quadra Design Studios Inc: Client r Prote Name" LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 54 I Copyright & Copy: ® 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES ' Drawn BY CHRIS BERGERON Bye'*d TF Scale 1/4"=1'-0 11 Sheet No. Date MARCH 2013 No.Pro10025 4.4A No. Noe 10025_ORTH22E I } 1 i f , yyR r R e s x i 1 s 1 � 4 j i 4 v I I i r } I i i i i i I I No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. FF!. Melbourpe FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: I*resigfl.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. I All drawings and specifications are Instruments of service and the copyright property of the designer afrd must be returned upon request. UADRA DESIGN STUDIOS INC 2171 Avenue Road, Suite 302, Toronto, Ont M5M 4B4 tel: (416) 322-6334 fax: (416) $22-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings,' plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed Without the written consent of Quadra Design Studios Inc: Client r Prote Name" LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 54 I Copyright & Copy: ® 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES ' Drawn BY CHRIS BERGERON Bye'*d TF Scale 1/4"=1'-0 11 Sheet No. Date MARCH 2013 No.Pro10025 4.4A No. Noe 10025_ORTH22E I i , w U w Design Y o. �. I � TOP PLATE OF WALL *A *ATTIC DETAIL -ADJACENT TO TRUSSES o , aiB „ Bearing Wall Rating'- 2 HM� ~ TRUSSES AT 24 O.C. , , Lwi s Non'beciling�lL Wall Ptattin - z o g 1 DENSGLASS • ULTRA SHAFT LINER (J ...r •y'+ '6•T,7.. ",'r <.f,„•:R .,,}yec»�• ?i'. G;.fiC•,w ;.}. * , �V.•i w - . ,•k.. Es.. ',•ti ir'a x'" ?v4.,.w. .,,...�t F- /�� 1----- V .ib .Ci1V. .r S. ..i:"• 4.•Y l' ..}:Ns•,.,- f 9 r W V F— r. . . F. NO MINIMUM AIR SPACE trim.` CD o H -STUD W BTT / A EN STRIPS ; C, 2 HcriGrfi'� 5lCti,Zfr I ? RAP ROSS AT TERMINATION POINT W/ 1 LAYER 5/8" TYPE DENSGLASS EXT SHEATHING EA SIDE OF TRUSS _ T 24 BACK a. Concrete Bloels-horninal 6 b S b - rv.., , 1 z., hollow solid. o OM FASCIA DOWN INTO SOFFIT BOX FI 5 � 6 ii oil v or " Class�caon D-2 (2 hr) ., . RE CAULK ALL JOINTS ...�• ,�:...� . .�.,��. ,:,<��, ": ND SEAMS Anchor Concrete Products Inc. Products, �. r" ATT I Florida Rock Industries, Inc. EXTERIOR :� C Pike Industriesd Inc., .Pb/a Tilton I1'hit6omb. ' Westbrook Con rete Elocl: Co., Inc. „ „ „ WOOD TR 2. Rlortar -.Blocks laid in full bed of mortar, nom. S in. Chic of not less 5/8 TYPE. X DENSGLASS USS i k, 6" WIDE 1 2" DEN thane -%/4 and not mo re than3-%/"2partsofeIeansha sandtoa rt / DENSARMOR PLUS FIREGUARD TYPE C' p MOISTURE RESISTANT Portland cement(proportioned b iolume ' .. • . „ S � and not more than a EX PAN „ EXTERIOR SHEATHING USED LA ELS OVER METAL H STUDS hydrated ` percent i • , 5/8 TYPE X DENSGLASS EXT SHEATHING BETWEEN AT ROOF TRUSS S ed�trne(b�*cementc�alume).�'ertcalj�intsstaaaered. AS SOFFIT BACKER BOARD ES FASTENED T SYSTEM IN ATTIC PER MANUFACTURERS 3. Portl�n�xdCementStaccoorGti sun2Plaster- f 0 2x BLOCKING, OVERLAP WALL TOP RERS SPECS SEE I used , -acid � hr. to DO NOT VENT OR 3 D2 WHI 495-0743 Classification. Attached to concrete blocks Item ES AND RUN 'TIGHT TO ROOF SHEATHING FIRE CAULK / 4. Foamed Plastic* -(Optional not shoNvn) i -a 2 in thick m3 - ft e i '� 1M1iCl _ PENETRATE SOFFIT TS AND SEAMS sheathin attached to y }; K concrete blocks (Item 1. .'• — Celotex Corp..- e7berma� SECTION A A THROUGH TRUSSES 8c SHAFT' 1 LINER TOP- PLATE OF WALL �.•, . .. `:, ' l "`Bearing theUL Clsssificaton Marking i I a SCALE: N.T.S. 8,-0 6„ WIDE 1/2" DENSARMOR 1 PLAN VIEW--- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT r �1 0 2 P ' of -� FIRE RETARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA 5/8" TYPE "X" DENSGLASS 1 LAYER 5/8" TYPE "X" MOISTURE " DENSGLASS EXT SHEATHING BETWEEN RESISTANT : TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP EXTERIOR SHEATHING USED PLATES AND RUN TIGHT TO ROOF SHEATHING AS SOFFIT BACKER BOARD FIRE CAULK JOI DO NOT VENT OR ,:.t NTS AND SEAMS 40 FIRE RETARDANT SIDE OF CENTERLINE PLYWOOD PLUS FIREGUARD TYPE C ' 48" EACH I PANELS ' OVER METAL "H" OF FIRE WALL STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER ' MANUFACTURERS SPECS SEE 3/D2 (WHI 495-0743) 1 2 () 1 SHAFT WALL LINER :. _-------ALU I U M CLIP PER F' R FIRE WALL UL# U373 ATTACH PRE NGINEERED RO F TIGHT TO SHEATHING, EXTEND TRU ES AT 24" INTO O.H. SEE 2/D1 ,O.0 l j A A FIRE BLOCKING 1/2"; GYPSUMS CEILING BOARD I ALUMINUM CLIP PER MF'R r` i r z , (2) 1, SHAFT WALL LINER FACK TO BASK FIRE WALL UL# U373 PER << C -TRACKS Q MANUF'R SPECS :: } Li Li i ' I 2x4 STUDS ►, @ 16 O.C. w w i vi � I W? R 11 BATT INSUL. (TYPICAL EACH SIDE) T. w I ry „ 3/4 AIR SPACE ALUMINUM CLI PER MF'R > PENETRATE SOFFIT' (TYP EACH SIDE) 1 1 /4 DRYWALL SCREW 1 HOUR RATED (U309) ACCOUSTIC SEALANT PRE—FINISHED ALUMINUM 3/8 HEAD SCREW SOFFIT AND FASCIA TO r: EXTERIOR FIRE WALL PAN MATCH `' U373 EXTERIOR WALE INTERSECTION DETAIL SCALE: N.T.S.--- FLOOR TRUSSES 6" WIDE 1/2" DENSARMOR - 4 (PER PLAN) PLUS FIREGUARD TYPE C - = -= } ` -=- = " HOUR EIRE RATED PRO PANELS OVER METAL „H„ I 4 / PROTECTED OVERHANG DETAIL L FIRE BLOCKING AS REQ D No. Revision �r STUDS AT FLOOR TRUSS 1/2„ GYPSUM; CEILING BOARD Data SCALE. N.T.S. ' SYSTEM. PER '. CONSTRUCTION DOCUMENTS MANUFACTURERS SPECS SEE 6" WIDE 1 /2" DENSARMOR BOTTOM TRACK ON FIRE CAULK BAD ' PLUS FIREGUARD TYPE C s a TF E 3/D2 (WHI 495-0743) DESIGN, INC. PANELS OVER METAL "H'' 2 C'—TRACK POWER DRIVEN z EXTERIOR FACING F WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3510 GENERIC 1 HOUR 35 to 39 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer 5lik" type X gypsum wallboard or gypsum veneer base applied parallel or at right Angles to each aide of 2 x 4 wood studs 24'" O.C. with 6d coated malls, 171s" long,0.09161 shank, 1141 heads, 7" o.c. Joints staggered 241' on oppaslte Aides. (LOAD-BEARING) �f Thickness, 4Tie Approx. UVelght 7 psf Fire Test: UL R3501-47, -48.9-17-60, UL'Desrgn 0309; UL 81319-129, 7-22-70,. UL Design U314 Sound Test: NGC 2-484, 10-14-70 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY(U309), SCALE: N.T.S. ASTNER AT 24 O.C. 6685 Arroyo Dr. 2X4 FURRING LAID FLAT AT STUDS Al FLOOR TRUSS �} GYPSUM PANEL PRODUCT SYSTEM PER Melbourne FL'' 32940 AS SPECIFIED 5/8 FIREGt.iARD 24„ O.C. MAX, MECHANICALLY s > iF ° FASTENED TO METAL "H” MANUFACTURERS SPECS SEE w TEL: (321 288-6274 TYPE X ;CTERIOR 3 D2 WHI w D E S 1 0. N EMAIL: In >f i GYPSUM S4:'`ATHING STUDS / ( 495-0743) building design services L fo@t-desgn.colll USE LIMEROCK AGGREGATE INTERIOR WALL w PER SECT.: 721 OF ;THE FBC w FRAMING USE 2" DEEP ELEC B " � Contractor must all dimensions on thejo BOXES. 2010 ED. TO GET 4 EQUIVALENT Y job discrepancy to the designer before proceeding with the R THICKNESS ALL SWITCHES, RECEPT., (REF TBL 721.3.2); I work.Drawingsare NOT tobescaled. 3/4" AIR SPACE VERIFY W BLOCK SUPPLIER All drawings and specifications are instruments of service and r - PIPES, & ETC SHALL BE /' the co 1" r NSGLASS ULTRA THAT BLOCK TO BE (DELIVERED f w pyright property of the designer and must be returned SHA"TLINER SURFACE MOUNTED, 1 1/2 HAS CORRECT RATING, upon request FURRING AT PARTY WALL I ; Q >. � I UADRA DeSIaN STUDIOS INC. j 2171 Avenue Road, Suite 302, Toronto, Ont MSM 484 r ( tel' (416) 322-63M fax: (416) 322-7294 { email: infoCquadradgsignstudios.com 2 „ — 2" C -TRACK Quadra Design Studios Inc. retains the copyright in al drawings, plans, H STUD sketches, and all digital information. They may not be copied or used for SL=any other projects or purposes or distriJuted without the written consent I_Li of Quadra Design Studios Inc. 1" DENSGLASSTYPICAL FOOTER— SEE FOUNDATION -111-111-1 I _III -11 _I�I—; Client ' ULTRA 3 1/27 MINIMUM CONCRETE SLAB SHAFTLINER PLAN FOR SIZE & REINFORCEMENT =ill=� =III—LLI— J j III—III—III—I I—III—III—III, ; REINFQRCED WITH FIBERMESH ON EXTERIOR WALL=>IL�II=111 1111((-1 FRAMING TI I 6 mil 'M.B. OVER WELL COMP. SOIL = GEORGIA—PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL CONCRETE F'C 2500 psi Projecti p Name LOCH LAKE PH AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTNN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN I AUTHRErr AND REVIEW WITH FOCAL BUILDING Goof DFFICI^�PENETRATIONSANFORD FL FOR R U 3 7 3 DETAILS, INSTALLAT10N P E C 1 F C BEFORE >•�, IMPLEMENT THIS DETAIL, � I ATI 0 N S A N D 28 TOWNS DETAILS SEE SYSTEM INFORMATION DETAIL 1,2t&3 ON SHEET' D2 Copyright & Co • ® 2009 Copy; Quadra Design StudiosInc.9 I U373 OFFSET EXTERIOR WALL DETAIL 2 HR FIRE WALL DETAIL (0373) Ttleet FIRE SEPARATION DETAILS SCALE: N . T . S .Byawn CHRIS BERGERON Checked BY TF SCALE: N. T. S. Y Scale,_ „ sheet 8 1/4 „_ —1 0 No. Date MARCH 2013 w Project 10025 D I No. s rile 10025 DETAILS No. a _ � I DensGlass*m Ultra Shaftliner Areae a S F ration, . a` . Georgia-Pacific' ovanm .-, The Georgia-Pacific Gypsum Ara g yp e Separation Wali as„embl is desi 'Hell far use in multi -four.. r Y 9 y, Haiti -story townhouses as a firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is , easy to erect and secure, mrata all building code requirements, ants, and provides economical firs protection and sound control. WThe Area Separation a11 Is eunstr uctsd'd e the framing for one townhouse unit is complete and priorr to the construction on of the adjacent Unit The assemblyis constructed at the foundation nand continues ektharto the underside M the protected roof _. t sheathing ar tl rough the roof to form a parapet. The assembly is linked to the adjacent framing ramie with `/ 1 g aluminum breakaway clips . that allow for collapse of the fare -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements duringconstruction, Goo `' ia=Pacific Gypsum offer increased r9 /p s protection to the owner, builder and architect with a moisture and mold -resistant shaftliner panel - DensGlass" Ultra Shaftliner. Com onerrts P . .. ., .-x I . I . I ��<�.-,' 4"t 2x4 Wood Framin 4kwr h' ;a:..' , fl . •t ik-1. , r I .' ,* / n• i r 4 g. "' a. ! ,,. . i- ,%� . ';. r , tr w lir ,.. , 1" en t. D as sG s U. h , tea S of lin " t t Palle; to t 11 -�11,11,«; l . . fn ; l tf ,r :. t L::,1 "1 su a, on , „ I 1,L.�h jt F e „ tr• t' M1S ! j, , t r. 4. w ,; " . :,fir Mur. 8/4 air space between i ;:.t ,1, . /, 'At I. �✓ 2 �t ea Sepa,ahon Wall and blloari Fram fir , .. ;i t �. , 0i . ,I' f. tris 1 2" H - Studs 24" a. . S c 4 Ill . J S `,i, h �: y .,r d, t '. ..ft, r Back-to-ba,"k C Tracks trfa r t•1 e 3.,a n 1 r. „A rnor t2" De Pius ,1 1 , ' " in,4,.n. P n C 1 �u s - ae %•s A I e. t .- A:;m,nurn 8reaka',1a I+o -- -- .M C Y � .�. ,I m v� j k . I . } r� . F ri Blocking Fire 8 ac p� Code •• ,:�° Tr �', ,! : t. ,tf1, .. . . , .. 5 . . The Georgia-Pacific Gypsum Area Separation 4a•lI is constructed using1-Titch dock 24 -inch wills DensGlass i Shaftliner G N Ultra S afti Her panels, 25 -gauge steel H -studs, 25 ,au a steel C -track and 2" aluminum break i . uf1 6 9 away clips, Den t ft' a sG ass ilia Shaftliner nn t i U .. � sr p< � Is consist of a moisture resistant core with coated fiberglass g mats front and back instead of . paper facings like traditional shaftliner panels. Dsnc,G lass Ultra Shaftlinarpens►s ars covered by a•12-martth ' il- Iace exposurecurs limited warrantV against deaminatinn deterioration and sca and a5 ser lirlto warranty against manufacturing defects. .m. Fire Testing and Building p Code Compliance . The Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM E 119 and CAN/ULC S-101:: The Geor ia-Pacific GYpsun. 2 -hour fire - rated ,. rated rsa Separation Wall assembly,constructed using DetsGtass Ultra S aft.Her panels, is listed by Underwriters laboratory N(Ut1, Underwriters Laboratories Of Canadaaria (ULC) and. Warnock Heise internatt arraI (WHI S Iand 11tGts tits requirements of the 2006 Intt,mat,anal Building Cods -(IBC) Section 705 "Party N/ails, .and Section 705,'Fire Walls.* The Georgia-Pacific GYpsum-Arsa5EPas!� onV,. llass assembly is listed te in th UL Fires Resistance nesDirsa Directory underDesign U 373,the 'UL r C Fire Rosistanc it runder s 0 ecto ULC Design N. 7 and I the W i1 Fire Resistance Directory r Y ce ret a WHf GP /WA A120•04. -For 9/W Y copies of these listings, please contact Gsorq!a•Pacific Gypsum Technical Services at 1-800-225-6119. CAUTION: r For educt to a 5► a f and use info p sly rmatiani go to gpeolysafstytnta r;" Iii ;,,sl ia£ofn>ar ,.sI.rri -rdi ;s Terdltileal Sarvice Nottioe tim),vi,inig 3r www.yr rfyps tmeofn " 9 ! "L Georgia-Pacific.DensGlass", Ultra Shaftliner Area Separation Walls GYWYT Systein Asseni-blies -- 2 -Hour Hatings ConstrucGan, Detail Assembly Contponents STC Test Reference "a. w n - _ - µ ,,, ;,; , ... � ; Two layers 1 DansGlass Ultra 60 UL DESIGN 11373 - _ . ' x ' ' ` Shaftliner inserted in H•Sttlds 24" o.c. ULC W312 . r rrq, ",,rl' Min 3/4" air space between liner parols WHI GP/WA'120-03 _ �� ...;� , )9" Pand adjacent wood or'rnetal frarf)ing, RAL TL89 383 . .�� I . __.______ ______.___. I . I - -_ Two layers.t' DensGlass Ultra Shaftliner f0 _.. UL DESIGN U373 ''' IF -''" inserted In i t s .4" r )^ i S uds 7 o.c. Min- 4" air . 3 UI.CDESI.NW 1 / � 2 K a 'Z 6 " 1 oil space o t i b0 S maintained h de must be m I s a eta ed n W . ,� � Pa H1 GP/WA 12 -04 1 M! 0 J t ii{{�)J��j �fJU l.7 �l. Lien^leen iirulr p:iiisls and adjacent &jsed on RALT1.89-383 . " , ;� " �*a •x �,- .framin Sound S d Te with ate w t d 2 x 4 stud It s wall � .� d 9."19 n a ', ,; & ". I.1 _�'i�1 `./ with e It I �j ArmorP is ntetior• I� / 1i .. �&00_ - panel each `aids of assembly and . I 3-1/2" fiberglass insulation instud . space both sides. Part ick c_._ r:-- . Th ness:3". 38 est. WH1495 0743 �.. ,. r' Weight per ft.. 9.5 ..,..... s,- _-.war Two layers t" DensGIass Ultra a Shaftliner Inserted i rte n H Studs 24" o.c. Metal framing covered using 6" wide or 1/2' . DensArmor Plus Fireguard* Type C interior Panelor 1/2" TuughRockOD • FireguardOType C gypsum board. Breakaway clip firings and height of wall aftsr between UC Design 0373 and Will GP/WA 120-04. TN pensGlass Ultra' Shaftliner Area Separation Walls Geor iafi p g aclfic . BYbwm .. - Installatiian Instructions . .. The Georgia-Pacific , G s mA Gypsum Area Sepa art.nl Wall is constructor) erica the framingfor one townhouse unit is complete co ate a d P n prior to the co tstrucri cn of the adjacent unit. ' J t, The solid 2" Area Separation Wallis constructed a minimum 314" away from the adjacent framing, uing. vwiich is typicallyconstructed from wood, In many cases the area separation wait is positioned 1" away from the vJ f r wall framing i n a n g to aceommodate the 1" DensGta"s Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Se tararion Wail assembly vias evaluated a i Y t d at height up to4'.and lila WHI/ITS GP/WA 120-04 Area Separation Wall assembly was evaluated ata hei htu oL 68' 9 pt " . E . resting then" Area Separation Wall 1,. Position 2" C -Track a minimum 3i4" from the framed wall of the adjacentunit. Fasten C -Track to foundation .with fasteners spaced a maximum 1 t on v, th pea of 24" o.c: When specified, a 1 a minim im p Pp y t 1/4 ' bead of acoustical sealant under the , C -Track to maximhe acoustical privacy. Run, the C -Track to the end of the foundation, In of offset units see 15•under Special Conditions. ., . I2, Start the wall itha vertical GTrack a o e' end. Install two 1"' shaftliner anels vertical.y with either side facing Out*,into the C -Track at one end of lite area separation wall. Install the 11•Stud over the double beveled edges of the shaftliner panels and continue at ernt IY until the waif has reached the opposite end, of the foundation, Terminate the wall using a C -Track, . to - Ti vertical • l 12 ca C Trt cks a each endf o the wall should b e attached ln Yeco corners ii e horizontal section o - s f C Treku sin 9 i amnimumof one 3/"minimum length paribead Screw' Note* some author."ties ma yrequire labeling lo be visible. , 3. Cat . he first Cap section of Area Separation Walt with a C-T,ack and attach to the vertical C -Track in the tamers t!s!n9 a minimum of one 3/8" minimum length pan, head screw:.. . . 4. Br r ea cava clips / ^ 5 h span V i e minimum p Pa 3, 4 airspace and provide a fusible link between H - Studs p en the N Stu.Js and the adjacent wall framin Attach i h the bre k a .avva clips to 9 y ps the #,ange of the H -Stud usinga minimum of one 3 8"mini / mum length pan head screw an o f d t he adjacent vtiaod framing using a minimum of.one 1" minimum r`M' length drywall screw. g When the UL Design U 7 i 3 3 Area Separation Wall assembly is specified, the breakaway ceps should be located vertically at each floor level (10'0" o.c. Y on and horizontall ' every H- Saud (24" o.c.). When the total height of the Area Separation Wali exceeds 23'breakawa4 clips shall be installedf Ied every 5"0" for the lower 20' and every 10'0" for the upper 24'0` of the wall . assembly,r k R ea away clips are installed on both sides of the Area Separation Wall,s� I When khnWHITr, Design HI MA 120 04 Area Wall assembly Ishp specified, the breakaway dipss shouldbn locate ,I d vertica y at each floor level (10'0" o.c.) and horizontally on'evary other H -stud (48" o.c.). When the Iota: height of the Area Separation Wal,exceeds 70'0" breakaway CI!pSshall be installed vert c 1 y e very 8'0" maximum. for the lower r 20'0" and every 10'0" maximum for�te upper48'0" f the weir assembly • .m 5. Freblocking is installed on both sides of the Area Separation Wall at each floorlev I P e as deflnr.d in Section 117,2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, Item 8. 6.T . To continue the i t o ewal install 11 r n to aGTalkov over h • e C Track used to ca t[ie lower section, pplaced hack to back and attached together With two 3,'8" pan head scrr ws'at ends and spaced 24" o.c. Sta erbackto back GTrack' ints a minimum gg Jo m n m of 12". 7:Na parapet not of s ecifi ed P Pe see S tial on iii n C d ons,. ' P pe a 11 fartwo code -compliant methods for installing a gypsum board roof undertayriltv.. . " r. s, Once c ht, Area ;o r ' 2 „e a anonI ' Wa I Isto efeC d construction ft o Ito adjacent interior wall framing can begin. Breakaway clip and fire-blockingi ll ' to -It I • . ns � to t ! dent. I fr s ! ca ,r both sides of lila 2" Arna Separation Walt. '' . . Aluminum Clip Angle 9 A C-Track,Cap, Edge ff Sttld; 25 GauS e'' or End Closure . �, "" �,� ^ . , .., ,p .,i.. _, :.. , r.. i r+ �, „a 1�1,c h s•, a t ,',4 YIL,x ;, , .r. 111 I . ", -11 ; -4. ,. 1. .. -•-•• 2-112"--- ...- - 2.1/4" 2,, . _.,. CAUTION; Far product fire, safety and use information,a to .cum B Sp /sato tyorf a, ; . 4- F r)"t�-sr a f,amuNfnrarKi u xf:,!es7Tuch»rcal $orvics nudlne IM72&4119orr. wrvw. sum.eom npayn DensGlasww Ultra Shaftliner Area Separation Wails ' ,�e+��,; Georgia-Pacific - GTp+ m- . Special Conditions r . 1. Whenn H,Stud a H 5n i Boas not align i ilia ' gn with t e adjacent woad framing, insert blocking between wood framing members and attach breakawa clip to blocking using one 1-1/4" 'drySII crew arid to tha H Sttld using a minimum of rra 38" minimum length pan head screw. . 2. If gaps are presentbetween back-to-back C•Trcks, caulk using appropriate firs caulking material, 3. When wall framing is spaced greater than 1" away from the solid 2" Area Separation Vall aluminum clips with long legs are permitted. Contacta't tip manufacturers including CLAAKWESTERN Building Systems andTelllnindustries for modified clips, ps Additional wood blocking can be added between wood studs to provide clip supporta Space wood blocking minimum 3/4" away from Area Separation Wall. . 4. The solid 2" Georgia-Pacific Gypsum Area Sep<3ration Wall is non load bearing. The adjacent framed wall can be designed as load bearing. . 9 5. The wall kx:ated adjacent to the solid 2" Area Separation Wall, a minimum of 3 4" away, can be constructed od I pa / /,of Trill ar tee framing. Wien constructed using steel framing, use a minimum of one 3/l3" minimum length an head scre;titi� to attach the al i- num breakaw ' Clio. 0 . tl um YI The s T support art II vt� s located adjacent to and n each side t 1. 1 2" Area o h de q the solid 2 Area Separation Wallp rotect and maintain the required 3/4"air space, .offer incurasrd a c u st' caIPrr ac Y.and provide oecessaryaesinetls. The r ewalls can be designed as load bearing and readily accommodate coll,1 utnplfartt el;ctrral and plumbing systems. These systems should not impede the required 314" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. . 7. Therequired 3f4"air can be eliminated ' f the metal framing is covered on k attfaces W'tt " wide, .i • Dr n/fror Pills Fireguard`s Type C or 1/2" ToughRocks Freguzird" Type C or 5/8" ToughRock Fireguard Type X or 5/8" DensAnnor Plus Fireguard 9 Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c. to the metal framing. 9 This i'I •I i Th s man OCCttr" I '' S 1 1 naces,sbt,attc areas. a: s. Atli • areas P Y � t. ,Hat accessible do not require the 6' wide gypsum board strips:. $ The required g between floor may consist of 2" nominal lumber or thicknesses of 1 nominal lumber wig t broken la joints r n q on thickness e t ss of 0,719" t 1 P l wood strut ora Hol With joints is backed 9" ? 0 71 ori structural panel r t Pa w0 t n In one 1 by P thickness of 0.75" particleboard with joints backed by 0.75„ particleboard., , Gypsum board, includi 1"pensGlass" Ultra Stlaftlirter and 5/8" DerisArmo r P lus interior panel, La ttblankets�ar of m inelal wool ol or fiberglasse rgta s s or other approved oveJ mate riel s installed taf Ied in suh a manner as to he securely retainedIn place shall be permitted as an acceptable freblxk. (Section 7172.1; 2000IBC) . , i9. Th. Georgia-Pacific GYPsumArea Separation assembly an be constructed with or wittouta parapet. w 10. At the intersacLinnof Uta solid 2" Area Se ar tionVaf1 and the underside of de'strirtur I roof shat nci t h'ear panels at anlt i angle provide a tht fit to the structural tar t sheathing. T a e".Aea Separation Wall is na required to be capped t i-9 a GStu . Where the shaftli6er panels are not tight to the structural sheathing; apply an approved firehlocking material (see Special Conditions, 18) to both sides of the Area Separation Wall. 11 r . There are two code -compliant methods or In ataII'n a freregi slant roof and aymentthe ledger strip method and die partial roof itdeaynent method. to the I ed sr strip method, d, one layer of 5/8" DensAmor Plus Fireguard Type X interor panel or 5,18" ToughRockfireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. ."thegYp sum board is cut to fit tight between the roof framing members. Nominal 2N . x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and;flush with the top of the roof framing. Tito ledgers are attached to to roof framing and form a continuous strip The second method is using fire treated plywood at least on both sides of the Area Separation Wall, 12. Penetrations thiol h the solid 2' .Ger ' `fi t(I o gla Faci c Gypsum Area Se arationWail should be `rotected in arx:orrtartcn with the 2006 IBC P p . Sections 705.9 and 712 Far specific instI allation details consult UL category XI Through -penetration Fires�top Systems, 13. S err and protection of Openings in the lid "Georgia-Pacific pr op g so 2 Gyp.,txn Area Separation Wall shall be in accordance with the 2005 IBC, Section 705.8: When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in 9 the 2005 TBC, Section 705.1.1; openings are not permitted. ; . C 4.fr specialized , 1 for .c alined end r end-use areas, such as bathrooms, hirooms the 'scent framed p ad f � Hell walls can be war it covered with Don Shield Tile �k 1 s Backer er fro a m Georgia-Pacific in lieu of standard a sr ac ed gypsum board' or fiberglass met -faced interior panels. 15.An offset occurs when one nit extends est h front r kack sf an ad1ac�nt ni .Tto - ' stud of hs Arca re oration Wail a not nP re o dos! .d f hanging sheathing ctr h and cladding planning sq a nl is vire rn 9 d beta , construction begins. r 9 n9 9 . Tile a ars t ways ng two P n9 �I 9 to deal with the offset. The first option is to pour enough concrete sq that the Area Separation Wall and ad'acfmt 2x4 wall an g Pa 1 extend to the furthest most point, Sheathing and cladding can then be installed tri the 2x4 wall. The second option is to terminate Ute Ar ea Separation Wall at the end of the shared wall and then construct a one hour wail to the end of the offset unit. Both . scenarios are shown ill the Details section of this brochure . . ' CAUTION. For product saf a p sty d so n a iltformation,goto 4p h' .com/safa Itch rr>i Ic,rust'inf utn3t oR nni u;tdtrtcx Techuieol Service lindine,t.sv, 725 Prig of www.gn!typsum,com • 5 DensGtassr" Ultra Shaftliner. Area Separation Walls i . Details . Attic - Adiaeent to Trusses i r---- 1" Dan(.6kin'Ultra Shaftl`uterpanefs .. .. .. . I, J ` i_-.• H stud .. . J I . 1 I , Wood truss . j 6" Willa t/2`' DaitsArrriorPlus" Fireguard"' . ,y . 'Only applies if solid Wali is accessible. . DensGlass*m Ultra Shaftliner Areae a S F ration, . a` . Georgia-Pacific' ovanm .-, The Georgia-Pacific Gypsum Ara g yp e Separation Wali as„embl is desi 'Hell far use in multi -four.. r Y 9 y, Haiti -story townhouses as a firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is , easy to erect and secure, mrata all building code requirements, ants, and provides economical firs protection and sound control. WThe Area Separation a11 Is eunstr uctsd'd e the framing for one townhouse unit is complete and priorr to the construction on of the adjacent Unit The assemblyis constructed at the foundation nand continues ektharto the underside M the protected roof _. t sheathing ar tl rough the roof to form a parapet. The assembly is linked to the adjacent framing ramie with `/ 1 g aluminum breakaway clips . that allow for collapse of the fare -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements duringconstruction, Goo `' ia=Pacific Gypsum offer increased r9 /p s protection to the owner, builder and architect with a moisture and mold -resistant shaftliner panel - DensGlass" Ultra Shaftliner. Com onerrts P . .. ., .-x I . I . I ��<�.-,' 4"t 2x4 Wood Framin 4kwr h' ;a:..' , fl . •t ik-1. , r I .' ,* / n• i r 4 g. "' a. ! ,,. . i- ,%� . ';. r , tr w lir ,.. , 1" en t. D as sG s U. h , tea S of lin " t t Palle; to t 11 -�11,11,«; l . . fn ; l tf ,r :. t L::,1 "1 su a, on , „ I 1,L.�h jt F e „ tr• t' M1S ! j, , t r. 4. w ,; " . :,fir Mur. 8/4 air space between i ;:.t ,1, . /, 'At I. �✓ 2 �t ea Sepa,ahon Wall and blloari Fram fir , .. ;i t �. , 0i . ,I' f. tris 1 2" H - Studs 24" a. . S c 4 Ill . J S `,i, h �: y .,r d, t '. ..ft, r Back-to-ba,"k C Tracks trfa r t•1 e 3.,a n 1 r. „A rnor t2" De Pius ,1 1 , ' " in,4,.n. P n C 1 �u s - ae %•s A I e. t .- A:;m,nurn 8reaka',1a I+o -- -- .M C Y � .�. ,I m v� j k . I . } r� . F ri Blocking Fire 8 ac p� Code •• ,:�° Tr �', ,! : t. ,tf1, .. . . , .. 5 . . The Georgia-Pacific Gypsum Area Separation 4a•lI is constructed using1-Titch dock 24 -inch wills DensGlass i Shaftliner G N Ultra S afti Her panels, 25 -gauge steel H -studs, 25 ,au a steel C -track and 2" aluminum break i . uf1 6 9 away clips, Den t ft' a sG ass ilia Shaftliner nn t i U .. � sr p< � Is consist of a moisture resistant core with coated fiberglass g mats front and back instead of . paper facings like traditional shaftliner panels. Dsnc,G lass Ultra Shaftlinarpens►s ars covered by a•12-martth ' il- Iace exposurecurs limited warrantV against deaminatinn deterioration and sca and a5 ser lirlto warranty against manufacturing defects. .m. Fire Testing and Building p Code Compliance . The Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM E 119 and CAN/ULC S-101:: The Geor ia-Pacific GYpsun. 2 -hour fire - rated ,. rated rsa Separation Wall assembly,constructed using DetsGtass Ultra S aft.Her panels, is listed by Underwriters laboratory N(Ut1, Underwriters Laboratories Of Canadaaria (ULC) and. Warnock Heise internatt arraI (WHI S Iand 11tGts tits requirements of the 2006 Intt,mat,anal Building Cods -(IBC) Section 705 "Party N/ails, .and Section 705,'Fire Walls.* The Georgia-Pacific GYpsum-Arsa5EPas!� onV,. llass assembly is listed te in th UL Fires Resistance nesDirsa Directory underDesign U 373,the 'UL r C Fire Rosistanc it runder s 0 ecto ULC Design N. 7 and I the W i1 Fire Resistance Directory r Y ce ret a WHf GP /WA A120•04. -For 9/W Y copies of these listings, please contact Gsorq!a•Pacific Gypsum Technical Services at 1-800-225-6119. CAUTION: r For educt to a 5► a f and use info p sly rmatiani go to gpeolysafstytnta r;" Iii ;,,sl ia£ofn>ar ,.sI.rri -rdi ;s Terdltileal Sarvice Nottioe tim),vi,inig 3r www.yr rfyps tmeofn " 9 ! "L Georgia-Pacific.DensGlass", Ultra Shaftliner Area Separation Walls GYWYT Systein Asseni-blies -- 2 -Hour Hatings ConstrucGan, Detail Assembly Contponents STC Test Reference "a. w n - _ - µ ,,, ;,; , ... � ; Two layers 1 DansGlass Ultra 60 UL DESIGN 11373 - _ . ' x ' ' ` Shaftliner inserted in H•Sttlds 24" o.c. ULC W312 . r rrq, ",,rl' Min 3/4" air space between liner parols WHI GP/WA'120-03 _ �� ...;� , )9" Pand adjacent wood or'rnetal frarf)ing, RAL TL89 383 . .�� I . __.______ ______.___. I . I - -_ Two layers.t' DensGlass Ultra Shaftliner f0 _.. UL DESIGN U373 ''' IF -''" inserted In i t s .4" r )^ i S uds 7 o.c. Min- 4" air . 3 UI.CDESI.NW 1 / � 2 K a 'Z 6 " 1 oil space o t i b0 S maintained h de must be m I s a eta ed n W . ,� � Pa H1 GP/WA 12 -04 1 M! 0 J t ii{{�)J��j �fJU l.7 �l. Lien^leen iirulr p:iiisls and adjacent &jsed on RALT1.89-383 . " , ;� " �*a •x �,- .framin Sound S d Te with ate w t d 2 x 4 stud It s wall � .� d 9."19 n a ', ,; & ". I.1 _�'i�1 `./ with e It I �j ArmorP is ntetior• I� / 1i .. �&00_ - panel each `aids of assembly and . I 3-1/2" fiberglass insulation instud . space both sides. Part ick c_._ r:-- . Th ness:3". 38 est. WH1495 0743 �.. ,. r' Weight per ft.. 9.5 ..,..... s,- _-.war Two layers t" DensGIass Ultra a Shaftliner Inserted i rte n H Studs 24" o.c. Metal framing covered using 6" wide or 1/2' . DensArmor Plus Fireguard* Type C interior Panelor 1/2" TuughRockOD • FireguardOType C gypsum board. Breakaway clip firings and height of wall aftsr between UC Design 0373 and Will GP/WA 120-04. TN pensGlass Ultra' Shaftliner Area Separation Walls Geor iafi p g aclfic . BYbwm .. - Installatiian Instructions . .. The Georgia-Pacific , G s mA Gypsum Area Sepa art.nl Wall is constructor) erica the framingfor one townhouse unit is complete co ate a d P n prior to the co tstrucri cn of the adjacent unit. ' J t, The solid 2" Area Separation Wallis constructed a minimum 314" away from the adjacent framing, uing. vwiich is typicallyconstructed from wood, In many cases the area separation wait is positioned 1" away from the vJ f r wall framing i n a n g to aceommodate the 1" DensGta"s Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Se tararion Wail assembly vias evaluated a i Y t d at height up to4'.and lila WHI/ITS GP/WA 120-04 Area Separation Wall assembly was evaluated ata hei htu oL 68' 9 pt " . E . resting then" Area Separation Wall 1,. Position 2" C -Track a minimum 3i4" from the framed wall of the adjacentunit. Fasten C -Track to foundation .with fasteners spaced a maximum 1 t on v, th pea of 24" o.c: When specified, a 1 a minim im p Pp y t 1/4 ' bead of acoustical sealant under the , C -Track to maximhe acoustical privacy. Run, the C -Track to the end of the foundation, In of offset units see 15•under Special Conditions. ., . I2, Start the wall itha vertical GTrack a o e' end. Install two 1"' shaftliner anels vertical.y with either side facing Out*,into the C -Track at one end of lite area separation wall. Install the 11•Stud over the double beveled edges of the shaftliner panels and continue at ernt IY until the waif has reached the opposite end, of the foundation, Terminate the wall using a C -Track, . to - Ti vertical • l 12 ca C Trt cks a each endf o the wall should b e attached ln Yeco corners ii e horizontal section o - s f C Treku sin 9 i amnimumof one 3/"minimum length paribead Screw' Note* some author."ties ma yrequire labeling lo be visible. , 3. Cat . he first Cap section of Area Separation Walt with a C-T,ack and attach to the vertical C -Track in the tamers t!s!n9 a minimum of one 3/8" minimum length pan, head screw:.. . . 4. Br r ea cava clips / ^ 5 h span V i e minimum p Pa 3, 4 airspace and provide a fusible link between H - Studs p en the N Stu.Js and the adjacent wall framin Attach i h the bre k a .avva clips to 9 y ps the #,ange of the H -Stud usinga minimum of one 3 8"mini / mum length pan head screw an o f d t he adjacent vtiaod framing using a minimum of.one 1" minimum r`M' length drywall screw. g When the UL Design U 7 i 3 3 Area Separation Wall assembly is specified, the breakaway ceps should be located vertically at each floor level (10'0" o.c. Y on and horizontall ' every H- Saud (24" o.c.). When the total height of the Area Separation Wali exceeds 23'breakawa4 clips shall be installedf Ied every 5"0" for the lower 20' and every 10'0" for the upper 24'0` of the wall . assembly,r k R ea away clips are installed on both sides of the Area Separation Wall,s� I When khnWHITr, Design HI MA 120 04 Area Wall assembly Ishp specified, the breakaway dipss shouldbn locate ,I d vertica y at each floor level (10'0" o.c.) and horizontally on'evary other H -stud (48" o.c.). When the Iota: height of the Area Separation Wal,exceeds 70'0" breakaway CI!pSshall be installed vert c 1 y e very 8'0" maximum. for the lower r 20'0" and every 10'0" maximum for�te upper48'0" f the weir assembly • .m 5. Freblocking is installed on both sides of the Area Separation Wall at each floorlev I P e as deflnr.d in Section 117,2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, Item 8. 6.T . To continue the i t o ewal install 11 r n to aGTalkov over h • e C Track used to ca t[ie lower section, pplaced hack to back and attached together With two 3,'8" pan head scrr ws'at ends and spaced 24" o.c. Sta erbackto back GTrack' ints a minimum gg Jo m n m of 12". 7:Na parapet not of s ecifi ed P Pe see S tial on iii n C d ons,. ' P pe a 11 fartwo code -compliant methods for installing a gypsum board roof undertayriltv.. . " r. s, Once c ht, Area ;o r ' 2 „e a anonI ' Wa I Isto efeC d construction ft o Ito adjacent interior wall framing can begin. Breakaway clip and fire-blockingi ll ' to -It I • . ns � to t ! dent. I fr s ! ca ,r both sides of lila 2" Arna Separation Walt. '' . . Aluminum Clip Angle 9 A C-Track,Cap, Edge ff Sttld; 25 GauS e'' or End Closure . �, "" �,� ^ . , .., ,p .,i.. _, :.. , r.. i r+ �, „a 1�1,c h s•, a t ,',4 YIL,x ;, , .r. 111 I . ", -11 ; -4. ,. 1. .. -•-•• 2-112"--- ...- - 2.1/4" 2,, . _.,. CAUTION; Far product fire, safety and use information,a to .cum B Sp /sato tyorf a, ; . 4- F r)"t�-sr a f,amuNfnrarKi u xf:,!es7Tuch»rcal $orvics nudlne IM72&4119orr. wrvw. sum.eom npayn DensGlasww Ultra Shaftliner Area Separation Wails ' ,�e+��,; Georgia-Pacific - GTp+ m- . Special Conditions r . 1. Whenn H,Stud a H 5n i Boas not align i ilia ' gn with t e adjacent woad framing, insert blocking between wood framing members and attach breakawa clip to blocking using one 1-1/4" 'drySII crew arid to tha H Sttld using a minimum of rra 38" minimum length pan head screw. . 2. If gaps are presentbetween back-to-back C•Trcks, caulk using appropriate firs caulking material, 3. When wall framing is spaced greater than 1" away from the solid 2" Area Separation Vall aluminum clips with long legs are permitted. Contacta't tip manufacturers including CLAAKWESTERN Building Systems andTelllnindustries for modified clips, ps Additional wood blocking can be added between wood studs to provide clip supporta Space wood blocking minimum 3/4" away from Area Separation Wall. . 4. The solid 2" Georgia-Pacific Gypsum Area Sep<3ration Wall is non load bearing. The adjacent framed wall can be designed as load bearing. . 9 5. The wall kx:ated adjacent to the solid 2" Area Separation Wall, a minimum of 3 4" away, can be constructed od I pa / /,of Trill ar tee framing. Wien constructed using steel framing, use a minimum of one 3/l3" minimum length an head scre;titi� to attach the al i- num breakaw ' Clio. 0 . tl um YI The s T support art II vt� s located adjacent to and n each side t 1. 1 2" Area o h de q the solid 2 Area Separation Wallp rotect and maintain the required 3/4"air space, .offer incurasrd a c u st' caIPrr ac Y.and provide oecessaryaesinetls. The r ewalls can be designed as load bearing and readily accommodate coll,1 utnplfartt el;ctrral and plumbing systems. These systems should not impede the required 314" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. . 7. Therequired 3f4"air can be eliminated ' f the metal framing is covered on k attfaces W'tt " wide, .i • Dr n/fror Pills Fireguard`s Type C or 1/2" ToughRocks Freguzird" Type C or 5/8" ToughRock Fireguard Type X or 5/8" DensAnnor Plus Fireguard 9 Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c. to the metal framing. 9 This i'I •I i Th s man OCCttr" I '' S 1 1 naces,sbt,attc areas. a: s. Atli • areas P Y � t. ,Hat accessible do not require the 6' wide gypsum board strips:. $ The required g between floor may consist of 2" nominal lumber or thicknesses of 1 nominal lumber wig t broken la joints r n q on thickness e t ss of 0,719" t 1 P l wood strut ora Hol With joints is backed 9" ? 0 71 ori structural panel r t Pa w0 t n In one 1 by P thickness of 0.75" particleboard with joints backed by 0.75„ particleboard., , Gypsum board, includi 1"pensGlass" Ultra Stlaftlirter and 5/8" DerisArmo r P lus interior panel, La ttblankets�ar of m inelal wool ol or fiberglasse rgta s s or other approved oveJ mate riel s installed taf Ied in suh a manner as to he securely retainedIn place shall be permitted as an acceptable freblxk. (Section 7172.1; 2000IBC) . , i9. Th. Georgia-Pacific GYPsumArea Separation assembly an be constructed with or wittouta parapet. w 10. At the intersacLinnof Uta solid 2" Area Se ar tionVaf1 and the underside of de'strirtur I roof shat nci t h'ear panels at anlt i angle provide a tht fit to the structural tar t sheathing. T a e".Aea Separation Wall is na required to be capped t i-9 a GStu . Where the shaftli6er panels are not tight to the structural sheathing; apply an approved firehlocking material (see Special Conditions, 18) to both sides of the Area Separation Wall. 11 r . There are two code -compliant methods or In ataII'n a freregi slant roof and aymentthe ledger strip method and die partial roof itdeaynent method. to the I ed sr strip method, d, one layer of 5/8" DensAmor Plus Fireguard Type X interor panel or 5,18" ToughRockfireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. ."thegYp sum board is cut to fit tight between the roof framing members. Nominal 2N . x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and;flush with the top of the roof framing. Tito ledgers are attached to to roof framing and form a continuous strip The second method is using fire treated plywood at least on both sides of the Area Separation Wall, 12. Penetrations thiol h the solid 2' .Ger ' `fi t(I o gla Faci c Gypsum Area Se arationWail should be `rotected in arx:orrtartcn with the 2006 IBC P p . Sections 705.9 and 712 Far specific instI allation details consult UL category XI Through -penetration Fires�top Systems, 13. S err and protection of Openings in the lid "Georgia-Pacific pr op g so 2 Gyp.,txn Area Separation Wall shall be in accordance with the 2005 IBC, Section 705.8: When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in 9 the 2005 TBC, Section 705.1.1; openings are not permitted. ; . C 4.fr specialized , 1 for .c alined end r end-use areas, such as bathrooms, hirooms the 'scent framed p ad f � Hell walls can be war it covered with Don Shield Tile �k 1 s Backer er fro a m Georgia-Pacific in lieu of standard a sr ac ed gypsum board' or fiberglass met -faced interior panels. 15.An offset occurs when one nit extends est h front r kack sf an ad1ac�nt ni .Tto - ' stud of hs Arca re oration Wail a not nP re o dos! .d f hanging sheathing ctr h and cladding planning sq a nl is vire rn 9 d beta , construction begins. r 9 n9 9 . Tile a ars t ways ng two P n9 �I 9 to deal with the offset. The first option is to pour enough concrete sq that the Area Separation Wall and ad'acfmt 2x4 wall an g Pa 1 extend to the furthest most point, Sheathing and cladding can then be installed tri the 2x4 wall. The second option is to terminate Ute Ar ea Separation Wall at the end of the shared wall and then construct a one hour wail to the end of the offset unit. Both . scenarios are shown ill the Details section of this brochure . . ' CAUTION. For product saf a p sty d so n a iltformation,goto 4p h' .com/safa Itch rr>i Ic,rust'inf utn3t oR nni u;tdtrtcx Techuieol Service lindine,t.sv, 725 Prig of www.gn!typsum,com • 5 DensGtassr" Ultra Shaftliner. Area Separation Walls . . Georgia-Pacific . Details . Attic - Adiaeent to Trusses . .. . r---- 1" Dan(.6kin'Ultra Shaftl`uterpanefs .. .. .. . ` i_-.• H stud .. . . 1 .__N i. , . No m n,mwrt err space r , Wood truss . j 6" Willa t/2`' DaitsArrriorPlus" Fireguard"' . "TY(ie C {xnnrrls or . 'Only applies if solid Wali is accessible. 1/2".Toughfkic]OfireguardTypo;C or , N not accessible, the strips are not ,cqui ed . 5/B" Tough(iock F(raguardT X ar YPa . . . . 1" DensrilaW' Ultra' Shaftliner anels . p Typical Roof Junction) . . -- Caulk (smoke tight joint) t Layer of 5/8" DensArm,r Hie � " x 2, led lei strips - Roofin ;.1..." Goof deck 9. Type X gypsum panel . of ' fE' mer-_ Ir, as Te'UI h codes) t tt ..dyed) _. I _ . ,I 1 1` Y _ -� s __ I . .. - eleaka4r1: ,, . . Fire blar. , . . - ' Itisill ar.. . . 1/2" DansAnnor P!u; . . su panel ilion r ..,.. .-..-., 1" T hF1 /Z uu ock" g I `-�*•---- gypsum heard •--•--.. 3/4" ht: ,, ;um airspace . 1" DensGlass" Ultra .. L _. _.J fI . Shatttiner panels , . System. No. W --L-2377 F Ratings - 1 and 2 Hr Ree ee Items 1 and 3 T Ratin - s 1 a fid 2 Hr Items 1 ar 9 �d 3 Rating - [- at Ambient Less that '1 CFM S 9 Ft / q L Rating at 400' - F 4 CFM/Sq -Ft 1.A 2 1 , A ]i 3 . SECTION A- A 1. WALL ASSEMBLY _ THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL 'ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS I LS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALLR 0 PARTITION 0 DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FLLOWI NG CONSTRUCTION FEATURES: ES.A. STUDS _ WAIL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONF CONSIST 0 NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC, STEEL STUDS TO'BE MIN 2-1/ 2 IN. WIDE BY 1-3/8 IN / .DEEP CHANNELS SPACED MAX 24 IN. OC. B,- GYPSUM BOARD THE•GYP SUM WALLBOARD 0 RD TYP E THICKNESS, NUMBER BER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION I ION SHAL LBEASSPECIFIED IN THE INDIVIDUAL U300R 0 U400 SERIESDESIGN IN THE UL FIRE''- RESISTANCE DIRECTORY. (RECTORY. M AX DIAM OF OPENING IS 3 IN. THE HOURLY 0 LY F AND:' T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE. RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACEE B TWEEN PIPE AND PERIPHERY OF OPENING SHALL BEMIN O - F 0 IN, (POINT CONTACT) TO A MAX 1 1/4 IN. PIPE TO BE RIGIDLY SUPPORTED -0N BOTH SIDES F 0 WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES I ES OF NONMETALLIC PIPES MAYBE USED: A. CHLORINATED POLYVINYL CHLORIDE(CPVC) PIPE -NOM 2 IN, DIAM OR SMALLER FLOWGUAR D GOLD ( SDR 11 CPVC PIPE FOR USE IN CLOSED PROCESS OR SUPPLY PIPING SYSTEMS, B, CHLORINATED ,POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN, DIAM OR SMALLER BLAZEMASTER®SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL I - _ VOD OR CAVITY MATERIAL SEALANT MIN 5/8 IN, AND 1-1 4 IN. THICKNESS OF FILL / / MATERIAL APPLIED WITHIN ANNULUS, U FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2_HR RATED, ASSEMBLIES, .RESPECTIVELY, AT POINT CONTACT LOCATION A MIN 112 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. . : HILT] CONSTRUCTION CHEMICALS DIV OF HIL TI INC - FS - ONE SEALANT FARING S THE ULLA IF C SS KATION MARK __ - - _M1 Ip UL- e F R e redo ed'b c I TI H L Inc. Courtesy f P 0 Y . [ill;; I I - - ;;xY Underwriters Laboratories Inc. Q June 20, 2000 H it ti F' P Y Iresto S stems FIRE CAULK - HILTI SYSTEM No. W -L-2377 \M,a�� UP TO 2" CPVC &DRYWALL 1 TO 2 -HOUR ' 01NAYNE SCALE: NONE Automatic Fire Sprinklers, Inc, I i , „ ,~;,; i, , I I 1 00203 . } . I PENETRATION P R OTECTi O N 2 HR 1 SCALE: I.T.S. j . til t' t avtta a N Gk el r 0.20 MSG 0. in hi ) g 033 . thick rime d steel coil to ( ) D formed Shall C ! S b designed In a coda: rev the , d -I. with rr g current edit. n of the Specification a ti4n for the Design ofCold-Formed Steel Structural Members by the American Ira , .n+.t-'.ee:r I Institute, All design details enhancingthe structurai Inte rl of a wall •.,- v 9 ty, the assembly, Irtcludrng the axial des.,rn rr , f n, the . stud3, $Hall be as specified b the steel stud designer r !J® y.... s o .entlh111, r3 producer; and shall meek tete req alrements of alta. Nr --able Iota c de a nc _�, The max Stu ,. ! 9e d sl it n ar wall assem lie h 1 b as aI t x e 4 9 no e c .ed 2 In n r P. '� .00. SYu at r h tl , r nrsrr r! •i S r< fl i tm4• I cr tracks with 1/2 In. long Type S-12 steel screws on both sides of studs or by welded or bolted connection, de'sir r e'd Ir ' accordance with the AISI specifications. Ton and bottom tracks shall Consist of.steel members; min No, 20 MSG (0,0:Q9 In,, min bare metal thickness) steel or min No. 24 GSG (0,036 in. Chick)' aiv steekor No: 20 MSG 0 in `hi,'. r`sT I 9 (.033 . k .K) p r rid steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as r, neon ceiling, and/or other !.. t J e ' 'g' / wal s At ached to floor and ceiling e g asy.mblie with steel fasteners spaced not realer than 24 !n, O.C.SR,d g s cross -braced with stud framing at mldhelghtwhere necessaryfor clip, attachment.. t Min 3/4 In. separation between sttc.: framing and area separation wall. Finish rating has not been evaluated for Steel Studs. No.e' R vision Date By 4B. Steel Studs - (As an alternate to Items 4 and 4A, for Use in Configuration a only, not shown) -for 2 Nr. Nonbearing Wall Rating •ChafineI shaped, fabricated icated ftom min 25 MSG Corrosion -protected steel, min 3-112 se wide, min 1-1/4 in, CONSTRUCTIO Ranges and 114 in, return, spaced a max of 24 in, OC, Studs to be cut 3/8 to 3 4 n � � _ N DOCUMENTS / 1 ,less than assembly I / a height, 1 and fid bottom tracks shall h + Y 9 p tress aloe channel h t fie shaped, _d fabricated Icated fr r p our rr In 25 , MSG Corrosron- r at c ted steel milwidth t o accommodate: t stud sl7e, with min I In,, long legs, attached to noor and ceiling with fasteners 24 in, OC max: Studs cross -braced with stud framing at mldhelght where necessary for clip attachment. Min 3/4 In. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs: 0 TF DESIGN, INC. t 5. Gypsum Board r• Classified or Unclassified- Min 2 in ick 1. 4 1/ Ch ft wide, applied either horizontally or velli e,r; ', ? r -'I - Wanboard attached to wood studs Items with .-1f4 in, to a` 6685 ArrOyO � r. t ) rtg steel drywall Halls spaced 12 In, OC. wallboard attache! to steel studs (Item 4A or 48) with 1 In. long Type S Steel screws spaced 12 In, OC. Vertical a 1P ", p rt jolnithjointce over s`: as, Melbourne FL 32940 1. (Optional) )Dints covered with paper tape and joint compound. Nall Or screw heads covered with joint u m tunes. -"' ' p �+ .: 6: alta TEL: _ Attachment Clips - I . (321) 288 6274 C t lis Aluminum ur n u angle, p 0.062 in. thick min 2 in c in. with 2 In. and 2-2/2 in. legs. C-lipr scc:u ^;a D � ' J I 6 N EMAI • with one Type S screw 3/8 In'. long to H" studs and with one Type W screw 1-1/4 inaong to wood framing or steal tianw7cj building design services �-^ lnfD@t-f-design.com through holes provided in clip. Clips spaced a max or 10 R OC vertically between wood or steel framing and "H" Studs for 9 9 . separation walls up to 23 ft high, For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H'• studs, . Contractor must verify all dimensions on the job and report any 7. Batts and &tankers+ - (Optional; not shown) - Placed In stud cavities an las Niscrepancy to the designer before proceeding with the y g s fiber or,n in-rsl wool Inwiation, Maxmax . work.Drawings are NOT to be scaled 3.0 pct density, bearing the UI Ciasslf!catlon Markinr� as t0 Surface Burning Characteristic -s and/or Fire ReslsWnce, See All drawings and specifications are Instruments of service and Batts and Blankets (BI,NV or BZJZ) Categories for names or classified companies, . the copyright property of the designer and must be returned upon request l . r T A T� A 1J11LRA . DlSIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont MSM 4B4 I i ' tel: (416) 322-6334 • fax: (416) 322-7294 UL -U373 L- 0 3 7 3 H 1 n /� ALL email: info@quadradesigristudios.com 2I V V L- L� i Quadra Design Studios Inc. retains the copyright In al drawings, plans, , sketches, and all digital information. They may not be copied or used for S any other projects or purposes or distrixrted without the wren consent SCALE: T. `-' • of Quadra Design SWdios (i)inc. ' Clfertt a�,. li , I I ► ' Project LOCH LAKE PH '3 Name . ' SANFORD, FL f 28' T11 - OWNS I Copyright r£ Copy; O 2009 Quadra Design Swdios Inc. I Ti Sheet Title SHAFT LINER DETAILS AND SPECS Byrawn CHRIS BERGERON Checked .Fii Elhy Sale 1/4 =1I -011 sheet No. I Date MARCH 2013 x Project 10025 No. D2 ..; File lo. 10025 DETAILS ,1 AT CONSTRUCTION ATTIC VENAnON C-R8D61 .. PROVIDE CONTINUOUS" OSB SHEATHING TO EXTEND ASPHALT SHINCLES OVER 115 FELT PAPER ON 7/16` MIN. VENT" AREA OF 1:150 OF TOTAL ATTIC AREA OR 'v GOWN TO BOTTOM OF FLOOR TRUSS SEE STRUCT. OSB SHEATHING WITH "H" CUPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 507, & MAX. 80% OF FINISHED TEXTURE COATING PER 5 ( APPROVED ROOF TRUSSES 0 24'O.C. MAX. W/ Bd GUN REQUIRED VENTS TO BE LOCATED MIN, 36' ABOVE ENGINEER'S CONNECTION SCHEDULE.NAILS 0 6" O.C.EAVE IN UPPER PORTION OF ATTIC SPACE. BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTiTiOUS APPLICATIO INSULATION BAFFLE BETWEEN ` OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO OVER GALV, MTL. LATH W/ #15 FELT 36' WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS PAPER OVER APPROVED HOUSEWRAP, 7 4�" HOLD UNDERLAYMENT N PLACE UNTIL COVERED BY N (JNOMINAL THICKNESS) a SHINGLES. PLACE UNDERLAYTJENT ON TOP OF MTL 1 Y DRIP AT EAVES. +� SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS 'J ' FINISH SECOND FLOOR OSB SUBFLOOR GLUED & SCREWED R� r TDP OF BLOCK GPROVIDE MIN. Rig BATE INSUL & �" DRYWALL CEILNG \ PROVIDE 0.0021n POLYETHYLENE FILM OR d15 FELT i I BETWEEN TOP OF CONC. BLOCK It U/S OF ROOF TRUSSES - ALUM. DRIP EDGE SET N 16" DEEP OPEN WEB FLOOR TRUSSES PER PLA SiiC ROOF C ME IT I BOND BEAM FULLY GROUTED w/CONT. HORIZONTAL d5 FLOOR TRUSS LAYOUT b NAILED OVER �"z1j" 1.-0. I • . REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7` BLOCKING I • INTO BOND BEAM. (SEE STRUCT. ENCINEER'S ;S d ' . P I W � CONNECTION SCHEDULE) PROVIDE 0.002in POLYETHYLENE FLM OR 115 FELT PRERN. ALUM. FASCIA & 49•» ' t BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES VENTED SOFFIT. I" • ' • .' PROVIDE 1' RAISED FRIEZE BD. W/ SMOOTH , �_ BOND BEAM FULLY GROUTED & REINFORCED (SEE �^ •• ^ CEMENTTIOUS FINISH (PER ELEVATION) STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) FINISHED ToctuRE COATING PER BUILDER 5 A REBAR IN CONIC. FILLED CELT PER STRUCi. SPECIFICATIONS OVER PRIMED 7 COAs = SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT SPECIFICATIONS OVER PRIMED 3 COAT d INRTIC L j CEMENTITIOUS APPLICATION. a CONNECTIONS CEMENiITIOUS APPLICATION. ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO I CONi. ROD IN FOOTING At BOND BEAN ". , :'' • g ((" NOMINAL THICKNESS) -71• j" NOMINAL THICKNESS) ( g�"PAINFI FOIL TAA ED DRYWVAPOR ALL (SHI�LD REFLECTIVE d •,.•, r REINFORCED CONCRETE MASONRY UNIT INSULATION (R-4.1) I ; r BLOCK WALL PER STRUCT. ENGINEER'S I INSIDE AIR FILM (R-O.fiB) SPECIFICATIONS. " 1 " PRESSURE TREATED STRAPPING 0 24' O.C. �x( -r R -1.10 T -NAILED INTO BLOCK. I a j t Y r INTERMEDIATE WALL SECTION TYPICAL SAVE DETAIL SCALE. N.T.S. SCALE: N.T.S. ROOF CONSTRUCTION ' ASPHALT SHINGLES OVER #15 FELT PAPER ON ' 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS t\�� • DESIGNS & STRUCT. ENGINEER'S FRAMING �E�EVP j SPECIFICATIONS) \ESI SE ALUM, DRIP EDGE OVER INSULATION BAFFLE J"x1}" OVER 1j"x5j" SPR, BETWEEN EACH TRUSS 1 FASCIA ATTIC TOP OF PLATE K APPROVED HOUSEWRAP -. U PROVIDE MIN. R19 BATT INSUL. & 0 R VE WD OVER SHEATHING 0 ALL STUD w S F F U 0 SOFFIT DRYWALL N ' vnD[ D YW L CEILI G r:r" NsraLL e• x Ai; s. k '71IND MEMBRANE 1 } SELF—ADHERING v NO VER APPIN r FLA I L G ■ ':lt. SH 0 l0 : �( :•r.. M I 4 RA E DOOR F ................. OF DOOR ............. .......... ........... :. ................ ............... .............:.: .. ....:i•: $:i•}:4::^• I^ :•:•;i:'r:' LINE .............}... c ...:.::. TOP OF WINDOWS .......... .....'......... _ ............ •• �:.;x••::. :•::•::•::' ::• , �� ....... SE T T N I E R SPECIFICATIONS. FOR CONNECTION r OPENING .. :.... ...... .... ., ., ti•. .:�::.:::::::.. ..... ............ ............... � � ... � ESRUC.EGNE S ..........:. y ........... .......... ,... 1,... • .,}....:. ........... T,k • WIDE ,. ,.,....... :::;•..... � ....::: RE UIREMENTS ' r............... SELF—ADHERING.::::.:. ........ { .......... J.,.. .......... .J. 1..,... ,... ............ ..I ...}.... ':.:: �::.�. �:::. MEMBRANE FLASHING. .......... •I. - T WSEWRAP............1 ... ........... L::.2:;:.. .............. ........... _.'<:re::; ::'::::... ::::::. 1:' 'i::': ...... FOLD HOUSEWRAP INSTALL DOOR PLUMB, OVERLAPPNG ODOR FRAME ...1 ... .............. ........... MEMBR SELF—A➢HEG I* - , t...L.. ........ :T. �:.{'.4.� ANO ARE PER .............. ............ ....:...... ,. ..: .: �..... A: . N... * IN AND AROUND ......... . •:.. LEVEL SW i ................1 ':::.. ,,. ... .L:..t:... ............... ............ .. MEMBRANE FLAMBNC I .... ,.. ..... 5 .... ..... MANUFACTURERS ........... - + L .... .... JAMB :.:::........ ............. .L...I. . {.... ....... ^.:::::: ............ .. -: .•:........ MIN BEYOND JAMB :^:::: �':::�'::.. WRITTEN INSTRUCTIONS ........... ;t .'::.' s. ... .... .... :': ::'::.... ..... ... ............... 'a:�::6'.'C Y, FLASHING - ....... ,r ................... ..d..., ..... l.. •: ::::::::::::: ........... .. ...... :::•: ••... .�.:::::::. {... l..J.:. .. L .... ...t.... :.:. {,..:::::. r: ...... 3 • •71• t.... ....... }... VENTED SOFFIT INSTALLED PER MANUFACTURER'S :I:i P IF 0 a: S C ICATI NS :A 7 E f777 1. w •.4 •r: a: 7 i .t. .j.. k D I, :'J:. : f.•. 5 }.... . ¢ 'r ' t •,.......... INSTALL WINDOW PER WINDOW MANUFACTURER'S r 1 ...I'::.::: ;:; ........ SPECIFICATIONS &INSTALLATION INSTRUCTION SET THRESHOLD IN ........... F .....,, .. ....... ..... - •:I:::'.t:^. ............ SEE DOOR DETAILS FOR - ..... .{ ..: • OF SEALANT. ............ FINISH TRIM DETALS :::: PER FBC-RES R613,6 & R613.7.5 ........... r ::... CORNERS AND FRONT - APPLY ■ EDGE OF THRESHOLD - SECOND FLOOR I STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 36" WIDE UNOERLAYMENT INSTALLED WITHOUT WRINKLES � PAINTED DRYWALL HOOLLDD UNDREFUYMENtIINEPLACEE UNTIL COVERED BY 1 J"x3j" STUDS ®16" O.C..(SEE STRUCT. ENGINEER'S SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL, ENGINEER'S DRAWINGS) DRIP AT EAVES. ? BATT INSUL. FILLED (R-13)' DOOR FLASHING INSTALLATION DETAILS N.T.S. 8" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV: MTL. LATH W/, #15 FELT PAPER OVER APPROVED 5 j.d N�nAI 13;IaLT SHwcLEs OVER 15 FELT PAPER ON 7/18' SD / HOUSEWRAP. 1piN OSD SHEATHING WITH "H' CUPS & ANCHORED TO NOMINAL THICKNESS) APPROVED ROOF TRUSSES 0 24'O.C. MAX. W/ 8d OUN 1 a NA Li 0 6' O.C. + FINISH SECOND FLOOR' a ALUM. GRIP EDGE SET I PLASTIC PROVIDE 0 t �,I POLYETHYLENE FILM OR 115 FELT x ROOF CEMENT &NAILED OVER BETWEEN YC,'-' CF CONC. BLOCK & U/S OF ROOF rxl)' BLOCKING - I TRUSSES v`r 16" DEEP OPEN WEB FLOOR R SSES PE PREFIN. ALUM. FASCIA ( FLOOR TRUSS LAYOU 1, TEMPORARILY FOLD -UP & SECURE VENTED SOFFIT. 1'-0' --SEE STRUCT CONNECTiOhSLNG1NEERS DRAWINGS FOR UPLIFT , ' HOUSEWRAP (OR tt, K i• 'd TOP OF C.M.U. WALL CUT HOUSEWRAP TUCK FLAP UNDER) ;a AT 45" ANGLE Of HEAD _ t 1, 'iii I '� _ w: il: - : ■ INSTALL WINDOW lai I I PLUMB, LEVEL AND S ;{• 17 R2 ' SQUARE PER - MODIFIED 'I' GUT ZI v y Ik: MANUFACTURERS w BOND BEAM FULLY GROUTED &REINFORCED (SEE HOUSEWRAP T *r ALIGN FLASHING APPLY (' NOM. I WRITTEN .TOP OF WINDOWS- W/ WL EDGE OF CONTINUOUS aEAO OF I' INSTRucllaNs - .j ; : STRUCT. ENGINEER'SDRAWINGS FOR SPECIFICATIONS &. SILL 11.0. SEALANT AT JAMBS[ AND HEAD or APPLY I I UPLIFT REQUIREMENTS) 3 TO BACK OF WINDOW - NAUNG FLANGE IN I7 f LINEOPE of WINDOW )' ns LINE w/ I qq REINF. PRECAST CONC. LINTEL FULLY GROUTED W CONT. OPENING I I 'le, I { /... " FOLD HIXISCWRAP I PRE—PUNCHED HOLES I�' i AT JAMBS & SILL r' OR SLOTS. I i #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S MECHANICALLY I , FASTEN FANNED ^�` "DRAWINGS) FINISHED TEXTURE L"DATING PER BUILDER SPECIFICATIONS � ( EDGE {CAP NAILS. I \. -: I '. I STAPLES) IF REWIRED OVER PRIMED 3 CCAs- CEMENTITIOUS FINISH APPLICATION APPROVED MOUSEwRM BY FLASHING MANUFACTURER 48. TYp OVER GALV. MTL. LA -4 W/ 115 FELT PAPER OVER _ I INSTALL WINDOW PER WINDOW MANUFACTURER'S OVER SHEATHING OVER wG 4 APPROVED HOUSEVR?-P. SPECIFICATIONS &INSTALLATION INSTRUCTIONS 9TUO WALL SLOPE SILL R.O. TO EXTERIOR INSTALL 9' WOE - )) - FLEXIBLE MEMBRANE FLASHING (. (E` NOMINAL. THICK',' IS) ! PER FBC—RES R61.3.6 & R613.7.5 at SILL - GARAGE A EXTEND FLASHING UP JAMBS 6' MIN - .. : ( .VAI\I•kJE �V• i i /� of 8" CONIC, MASONRY UNIT WALL (SEE ENGINEERS I GROUND FLOOR STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 ! DRAWINGS FOR H{TNFGRGINc) i I f PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW ,: ■ INSTALL 6' NIDE FOLD HOUSEWRAP SELF—ADHERING & TAPE DIAGONAL C J T MEMBRANE & ACROSS HEAD OF ar + FLASHING OVER {,>, WINDOW I, o d; ,rot J" PAINTED DRYWALL (R-0.45) ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) :. INSIDE AIR FILM (R-0,68) INCLUDING STRAPPING, " R-1.10 d DRYWALL & �" CEMENTITIOUSJ'xt� PRESSURE TREATED STRAPPING 0 24 O.C. ( ) i T -NAILED INTO BLOCK. •I ' FINISH 93" r 8" CONIC. MASONRY :UNIT WALL (R-1,11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS • a. OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (' NAILING FLANGE AT NOMINAL THICKNESS) (R-1.00) Iclu • HEAD Y , SEE STRUCTURAL ENGINEER'S r TOTAL R -VALUE = (R-8.61) N, SEAL rANDOW FRAME To DRAWINGS FOR FOUNDATION INSTALLSELF—A 6' WINE EXTEND SEALAOF R.O. w/ _ C..;. CONSTRUCTION. DETAILS /'. REINFORCED CONCRETE MASONRY UNIT. BLOCK WALL PER N� R NHERINC `I,S. SELF -ADHERING k MEMBRANE FLASHING ? I .SEALANT AT SILL AND A FLASHING OVER i TO FORMUA BACK DANES r MIN eEroNo JAMB STRUCT. ENGINEER'S SPECIFICATIONS. HALING FLANGE A JAMBS FLASHING SEAL BALANCE OF FRAME _ MIN _ WITH SEALANT OR NON—EXPANDINO FOAM (PROVIDE BACKER Roo • ' CLEANOUT OPENING �'OR EACH GROUT CELL , IL PMERE REQUIRED) - FINISH SLAB ON GRADE 3 "POURED CONCRETE SLAB ON VAPOUR BARRIER FINISH SLAB ON GRADE y n • a . d • • 'q. .• m d' T =� z r a FINISH C LL oo :' -r 6 .., RA h ..• FINISH GRADE z EXTEND MEMBRANE t ` \ SELF—ADHERING I W • •,v, a0 FLASHING MIN t BELOW �' FLEXIBLE FLASHING . • .,nq.•: •.• / o PLASTER SKIM COAT OR SILL FLEXIBLE FLASHING at SILL FLUSH TO .� d, .. : Z INTERIOR FRAMING, n ,I 7 .! PAINTED FOUNDATION WALL V3�" CONCRETE SLAB ON 6 MIL, INTERIOR VIEW a "'.� ° :l / �S % •� ' POLYETHYLENE VAPOR BARRIER , �•., CLEAN COMPACTED TERMITE TREATED FILL. STEP 6 STEP 7 STEP 8 STEP 9 ,r CLEAN COMPACTED, TERMITE TREATED FILL. FOOLING NOTE POURED CONIC. FOOTING SLAB THICKENING. 6 MIL POLYETHYLENE VAPOR BARRIER OVER SEE FOOTING DETAIL FOR SIZE dl ' WINDOW FLASHING INSTALLATION DETAILS N.T.S i COMPACTED PLL, REINFORCEMENT, (SEE ENGINEERS DETAIL FOR slzE & REwF.) YPICAL ONE STORY WALL SECTION TYPICAL 2 STORY WALL SECTION OPENING FLASHING DETAILS 52 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. { b , i 1I I� h r I i 'I h L } I r T I 1 I ' I ' j I t � I No. Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. <w" Melbourne FL, 32940 D E S I G TEL: (321) 288-6274 building d Sig TI Seri ices EMAIL: info�@t-f-design.com t-f-design.eom . Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications aro Instruments of service and the copyright property of the designer and must be returned upon request ' III ADRA DBstoN ST.'UDiOS INC. 2171 Avenue Road, Suite 302, Torolrto, Ont M5M 464 tet; (416) 322334 fax: (416) 322-7294 email: info®quadradesigrlstudlos.00m Quadra Design Studios Inc. retains the copyright in al drawings, plans, sketches, and all digital Information. They may not be copied or used for any other projects or purposes or distributed VAcut the written consent Of Quadra Design Studios Inc. Clients Project Name LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy: 0 2009 Quadra Deign Studios Inc. Sheet Title WALL SECTIONS AND DETAILS Drawn CHRIS BERGERON Checked TF BY Scale 1 /4n_ 1 r_On Sheet No. Date MARCH 2013 Project 10025 D3 No. FilNo. 10025 DETAILS 1, ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) ZEN AGAINST TRUSSES, 1 LAYER g TYPE A EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACT OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL FINISH SECOND FLOOR X R i 16" DEEP OPEN WEB FLOOR RUSSES PE FLOOR TRUSS LAYOU TOP OF C.M.U. WALL X i i BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEERS DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. V #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S DRAWINGS) I 00 Q GROUND FLOOR CD 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL PER F,B.0 TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S / DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS, CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE C c d d 00 FINISH GRADE I �� 4 — d d b PLASTER SKIM COAT OR Q z PAINTED FOUNDATION WALL d .4 A �; 31" CONCRETE SLAB ON 6 MIL, ARIE POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTERIOR WALL SECTION (TYP)_ SCALE: N.T.S. UL DETAILS ; Scale 1/4 "-1-011 sheet No. 7UL DETAILS REPRINTED WITH PERMISSION FROM x Date MARCH 2013 UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIESProject 10025 No. D4 Noe 10025 DETAILS FRT PLYWOOD SHEATHING p\ BATT INSUL FILLED (R-13) �, �� * els ti . :'When.S tael F"rainin�'_'�ftmbrrs (Item 6� are used, base Ia��r attached to:Earring mann ntlt l TYPE X RATED GYP/ BD, EXTERIOR SHEATHING ' FOR FIRST 2'-0" UP R°°F - INSULATION BAFFLE DesignNo.001 M UL U338 1 HOUR RATID ROOF FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS BETWEEN EACH TRUSS Bearin;�lT'aIl Rating' -2 iiF. NON— LOADBEARING PANEL OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER UL DETAILS GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED ATTIC F�nis11 Rating _ 1tlirt. R HOUSEWRAP. E TOP OF PLATE 1 LAYER " 'X .' GYP BD, ON IN RIOR FACE TYPE u L_ ( NOMINAL THICKNESS) I PROVIDE MIN. R19 BATT INSUL. 2 LAYERS 5 8" TYPE ,.X., ° DRYWALL CEILING .. ,. ...., , , . .. ,, ,. DENSGLASS MOISTURE 1 HOUR RATED GA FILE NO. RC2602 " 5/8 TYPE X DENSGLASS - ' �' !:�i'SHEATHING RESISTANT EXTERIOR2 USED AS LAYER 5 8" TYPE"X" DENSGLASS EXT SHEATHING ON PORCH CEILING MOISTURE RESISTANT EXTERIOR �SHEATHING USED AS SOFFIT `i`SOFFIT a a ix BACKER BOARD' DO NOT VENT OR BACKER BOARD ; . PENETRATE SOFFIT DO NOT. VENT OR PENETRATE LAYER 5 8 TYPE X DENSGLASS EXT SHEATHING 1 / If PRE—FINISHED ALUMINUM , SOFFIT BETWEEN .TRUSSES FASTENED TO 2x BLOCKING, OVERLAP - ! r, 2x4 s €irestcpae�d 3 - - SOFFIT AND FASCIA TO MATCH CONCRETE LINTEL AT PORCH BEAM —SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1., 3ilhoads —Exposedofcocered-vth ointfiinish:,r, :.:.. ... Joints -; Exposed or coc Bred s�th fiber'tape and joint fint_her..As an atternai.,, nominal 3132 S D 6 R SECOND FLOOR in: thiLk .um rtr eer tastermaylre applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. ti ails`— 6d cement coated nails 1-71 in:.lane, 0.0913 in. shank diain,114 in.'diam heads, and � ' 1 HOUR RATED(U309)EXTERIOR 11 n. lon n: m. 912 in. diam heads. l � �a 0.11 i shank dia at ` s i 8d CDmCntCO ed Hal2-3 � - in. taNws horizontatlyor -': FIRE WALL 4. Gypsum Board — 51S thick, two applied either verticalh'.Inner :la}er attached to studs %ith the 1-,/5 in. nail: s eed b in. OC. Outer la}'er attached to studs over �oints All PORCH OVERHANG DETAIL inner la r x� id1 tht 2-3; S in lone nails spaced S in..00: Vertical located over studs. .,. SEE SHEET SD6 . _.. m -ce to ers staggered %N4ih joints In base la eri Joints of each base la s offset Mrith ]Dints fa 5 .z J Y SCALE N T S t .. : u. �� .� 6.r TYPE X DRYWALL INTERIOR SIDE, 2X6 STUDS ® 1 joists of base la4er on opposite side: O.C. SEE STRUCT. ENGINEERS ENGINEERS DRAWINGS ( ) enu 'nxtiidthsorhtrtt1an43in. 4.um`l�oardtobeittstalfedhorontsl'�. AGAINST TRUSSES, 1 LAYER g TYPE A EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACT OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL FINISH SECOND FLOOR X R i 16" DEEP OPEN WEB FLOOR RUSSES PE FLOOR TRUSS LAYOU TOP OF C.M.U. WALL X i i BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEERS DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. V #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S DRAWINGS) I 00 Q GROUND FLOOR CD 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL PER F,B.0 TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S / DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS, CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE C c d d 00 FINISH GRADE I �� 4 — d d b PLASTER SKIM COAT OR Q z PAINTED FOUNDATION WALL d .4 A �; 31" CONCRETE SLAB ON 6 MIL, ARIE POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTERIOR WALL SECTION (TYP)_ SCALE: N.T.S. UL DETAILS ; Scale 1/4 "-1-011 sheet No. 7UL DETAILS REPRINTED WITH PERMISSION FROM x Date MARCH 2013 UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIESProject 10025 No. D4 Noe 10025 DETAILS BATT INSUL FILLED (R-13) �, �� * els ti . :'When.S tael F"rainin�'_'�ftmbrrs (Item 6� are used, base Ia��r attached to:Earring mann ntlt l TYPE X RATED GYP/ BD, EXTERIOR SHEATHING ' . } in. long Type S bu le head;steel screws spaced max 24in. OC; face la} ,r attached With 1 5, S in 'Ion; T}pe S'bugte•liead steel screws spaced:max 12. in. OC: w M UL U338 1 HOUR RATID FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS j NON— LOADBEARING PANEL OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER UL DETAILS GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED �. 2X4'S FLAT WISE SPACED AT 24 O,C. HOUSEWRAP. E 1 LAYER " 'X .' GYP BD, ON IN RIOR FACE TYPE ( NOMINAL THICKNESS) I AGAINST TRUSSES, 1 LAYER g TYPE A EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACT OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL FINISH SECOND FLOOR X R i 16" DEEP OPEN WEB FLOOR RUSSES PE FLOOR TRUSS LAYOU TOP OF C.M.U. WALL X i i BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEERS DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. V #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S DRAWINGS) I 00 Q GROUND FLOOR CD 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL PER F,B.0 TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S / DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS, CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE C c d d 00 FINISH GRADE I �� 4 — d d b PLASTER SKIM COAT OR Q z PAINTED FOUNDATION WALL d .4 A �; 31" CONCRETE SLAB ON 6 MIL, ARIE POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTERIOR WALL SECTION (TYP)_ SCALE: N.T.S. UL DETAILS ; Scale 1/4 "-1-011 sheet No. 7UL DETAILS REPRINTED WITH PERMISSION FROM x Date MARCH 2013 UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIESProject 10025 No. D4 Noe 10025 DETAILS DESIGN CRITERIA AND LOADS Building Code Y4" x 1 Y" SDS SCREWS IN STUD 2010 Florida Building and Residential Codes 3 Code for Design Loads 15/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (718" 24/18 ANSI/ASCE 7-10 (EXCLUDING BRICK VENEER) ROOF LOADING' ............................................... Cd =1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD +20.9 ATTICS WITH LIMITED STORAGE .............. 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ...................... 10 PSF +19.9 -21.8 (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ................................................. Cd =1.60 ASCE 7-10,3S GUST ..................... ..............139 MPH BASIC WIND SPEED DIA.x12" EMBED ANCHOR IN CONCRETE EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD .................................. 40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF DEFLECTION CRITERIA (12) 10d x 1 Y2" IN TRUSS/RAFTER ROOF TRUSSES .............................................. LL / 240 J TL/180 HU410, HUC410, HU210-2, HUC210-2 TL MAX 1" UP TO v. 2 STUDS w 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS......:... LL / 360 ,� , 7 Fs , N -I TL/240 HGAIOKT TL MAX �Y4' NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES 1ST FLOOR 4.0 FT END ZONE (NP) DESIGNATION 2ND FLOOR 4.0 FT END ZONE (T'P) DESIGNATION b TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX N AIAT@Q 4 A NOTES 2 3 4 ST -1 ...................... STRUCTURAL SPECIFICATIONS N Y4" x 1 Y" SDS SCREWS IN STUD WINDOWS AND DOORS 3 BRITTLE VENEERMIN 15/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (718" 24/18 EFFECTIVE ZONE DESIGNATION (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE w w WIND AREA IZ - Interior Zone (psf EZ - End Zone (pso (NOTE 2) /e 0 x 8 EMBED ANCHOR IN CONCRETE (NOTE 1) 0 - 20 112 +20.9 •22.6 +20.9 -27.9 (26) 0.162"x 2 Y" IN STUD/BEAM/TRUSS, w 21.50112 +19.9 -21.8 +19.9 -25.9 DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6 O.C. AT PANEL 0 51-1001? +18.7 -20.4 +18.7 -23.5 DIA.x12" EMBED ANCHOR IN CONCRETE o: 101- 200 a +17.7 -19.5 +17.7 -21.7 (NOTE 5) FIELD. VINYL SOFFIT MAX PRESSURE (pso +20.9 -27.9 PERIMETER. TYP AS NOTED ON PLAN. (SHEETROCK FASTENED w/ 5d x 1 5/a" COOLER GARAGE DOOR PRESSURE SEE FRAMING PLAN (26) 10d COMMON IN WOOD FRAMING FASTENED w/ 8d COMMON: 3" O.C. AT EDGES, 12" O.C. IN FIELD. r a rsX` I.q'k�•` (14) Y4" x 2 Y4" TITEN SCREWS IN MASONRY HU48, HUC48, HU28-2, HUC28-2 (14) 16d COMMON IN HEADER HTS20 (12) 10d x 1 Y2" IN TRUSS/RAFTER 1ST FLOOR 4.0 FT END ZONE (NP) DESIGNATION 2ND FLOOR 4.0 FT END ZONE (T'P) DESIGNATION b TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX N AIAT@Q 4 A NOTES 2 3 4 ST -1 ...................... STRUCTURAL SPECIFICATIONS N NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 16/2" CATEGORY (32/18 SPAN RATING) , USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148"x3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE APA. S. FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. RESERVED. 7. RESERVED. 8. BRITTLE VENEER IS ASSUMED TO APPLY TO STUCCO AND DIRECTLY ADHERED STONE FOR FULL OR PARTIAL HEIGHT OF EXTERIOR WALL 1 1 DTT2Z(8) Y4" x 1 Y" SDS SCREWS IN STUD H3 3 BRITTLE VENEERMIN 15/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (718" 24/18 U (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE w w (NOTE 8) FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTE 2) /e 0 x 8 EMBED ANCHOR IN CONCRETE (NOTE 1) ST-3......................1ST LEVEL STRUCTURAL PLAN r s HTT5s (26) 0.162"x 2 Y" IN STUD/BEAM/TRUSS, w (7) 10d x 1 Y2' EACH END MIN 1'e" CATEGORY 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED NTH LONG o N SHINGLE ROOF DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6 O.C. AT PANEL 0 (20) SDS Y4" x 3" SCREWS IN STUD GROUP EDGES, 611 O.C. IN THE FIELD. (%6* 24/16 SHEATHING MAY BE USED ON 1 -STORY ROOF) S ST -4 ..................... DIA.x12" EMBED ANCHOR IN CONCRETE o: META20(7) FLOOR DECK: 23/321 T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. s " & EPDXY (12) 16d COMMON & /e x 7 DRILL O 3/e" PLYWOOD OR EXTERIOR SHEETROCK TO TRUSSES, RAFTERS, OR BLOCKING AT PORCH CEILING BOARD: PERIMETER. TYP AS NOTED ON PLAN. (SHEETROCK FASTENED w/ 5d x 1 5/a" COOLER (12) 16d COMMON & a/e" x 7" DRILL & EPDXY NAIL OR NO.6 x 1 Y4' LONG SCREW: 4" O.C. AT EDGES, 8" O.C. IN FIELD. PLYWOOD (26) 10d COMMON IN WOOD FRAMING FASTENED w/ 8d COMMON: 3" O.C. AT EDGES, 12" O.C. IN FIELD. NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 16/2" CATEGORY (32/18 SPAN RATING) , USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148"x3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE APA. S. FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. RESERVED. 7. RESERVED. 8. BRITTLE VENEER IS ASSUMED TO APPLY TO STUCCO AND DIRECTLY ADHERED STONE FOR FULL OR PARTIAL HEIGHT OF EXTERIOR WALL 1 1 DTT2Z(8) Y4" x 1 Y" SDS SCREWS IN STUD H3 (4) 8d IN TRUSS/RAFTER (NOTE 2) �� Yz x 6 EMBED EPDXY OR SCREW ANCHOR 'a'" ti'r• ®•s�-' (4) 8d IN PLATE HTT4 eN (18) 0.162"x 2 Y2' IN STUD/BEAM/TRUSS, CS18 (9)10d COMMON EACH END OF STRAP (NOTE 2) /e 0 x 8 EMBED ANCHOR IN CONCRETE (NOTE 1) ST-3......................1ST LEVEL STRUCTURAL PLAN r s HTT5s (26) 0.162"x 2 Y" IN STUD/BEAM/TRUSS, MTS12 (7) 10d x 1 Y2' EACH END (NOTE 2) /8 0 x 6' EMBED ANCHOR IN CONCRETE (NOTE 1) " LEVEL ROOF FRAMING PLAN y 16 HDQB SDS3 (20) SDS Y4" x 3" SCREWS IN STUD GROUP MSTA24 9 O 10d COMMON EACH END ST -4 ..................... DIA.x12" EMBED ANCHOR IN CONCRETE SIZE OF HEADER (ALL HEADERS TO BE N0.2 SYP META20(7) 10d x 1 Y" IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL MSTA36 (13) 10d COMMON EACH END ABU44 (NOTE 6) s " & EPDXY (12) 16d COMMON & /e x 7 DRILL O MSTAM36 (7) 10d COMMON IN WOOD FRAMING (4) Ya' x 2 Y4" TITEN SCREWS IN MASONRY ABU66 (12) 16d COMMON & a/e" x 7" DRILL & EPDXY MSTCM60 (26) 10d COMMON IN WOOD FRAMING (NOTE 8) (12" EMBED AT GARAGE DOOR RETURNS) rsX` I.q'k�•` (14) Y4" x 2 Y4" TITEN SCREWS IN MASONRY HU48, HUC48, HU28-2, HUC28-2 (14) 16d COMMON IN HEADER HTS20 (12) 10d x 1 Y2" IN TRUSS/RAFTER NOTE 7 (6) 10d COMMON IN BEAM J (12) 10d x 1 Y2" IN STUD HU410, HUC410, HU210-2, HUC210-2 (18) 16d COMMON IN HEADER(10) v. 2 STUDS w 10d COMMON IN TRUSS/RAFTER NOTE 7 (10) 10d COMMON IN BEAM ,� , 7 Fs , N -I (4) Ya' x 2 Y4' TITEN SCREWS IN MASONRY HGAIOKT (4) SDS Y4" x 1 Y2" SCREWS IN TRUSS/RAFTER H2.5T (5) 8d x 1 Y2" IN TRUSS � (4) SDS Ya' x 3" SCREWS IN TOP PLATE LEGEND (5) 8d x 1 Y2" IN TOP PLATE (4) SDS Ya" x 1 Y2" SCREWS IN TRUSS/RAFTER H8 (5) 10d x 1 Y" IN TRUSS HGAM10KTA (4) Y4' x 2%4" TITEN SCREWS IN MASONRY (5) 10d x 1 Y2' IN PLATE TSP (9) 10d x 1 Y2' IN STUD • IST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN LINO (6) 10d x 1 Y2" IN PLATE ,* - LO ST-2...............FOUNDATION PLAN t 3 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF )<ING/JACK GROUP s s s Z (O O W* 'a'" ti'r• ®•s�-' ST -2A ................... DOWEL PLACEMENT PLAN 12 - �_ Z O 2x4 NO.2 SPF ST-3......................1ST LEVEL STRUCTURAL PLAN r s 12 2. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED LL ai ' 16 ST-3A....................1ST LEVEL ROOF FRAMING PLAN y 16 I ALTERNATES. OO ST -4 ..................... 2ND LEVEL STRUCTURAL PLAN (IF APPLICABLE) SIZE OF HEADER (ALL HEADERS TO BE N0.2 SYP 2x4 SPF STUD 12 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. -- ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) 2x4 NO.2 SPF �..' q<( ' 16 CV 4. IF CONNECTOR IS NOT LISTED ABOVE CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. ST -5 .................:.TYPICAL WALL SECTION SHEET ( ( rsX` I.q'k�•` (� 8, ST -6 ...................... SECTIONS AND DETAILS w, NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDSa 18 18 J SPF STUD, 2x8 NO -2 SPF ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) , w s l v. 2 STUDS w TO MATCH WALL FRAMING SIZE AND GRADE, UNO. � 0 Uj_ ,� , 7 Fs , N -I NOTES 1 2 " a " NUMBER OF x 13 " TITENS ILO 16d. Ya 0x 2 /a TITENS IL016d. CONCRETE REQUIRES EQUIVALENT NU /a 0 /a � o (n � LEGEND ® DTT2Z Ad p N • IST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN LINO UNLESS NOTED OTHERWISE ON PLAN OR. DETAIL ,* - LO C CONCRETE AND FOUNDATION NOTES EOR ENGINEER OF RECORD } ,:,,, ' ;} * � N s` EW EACH WAY ! N O > Q OSB WSP ORIENTED STRAND BOARD WOOD STRUCTURAL PANEL •+�-+ SYP SOUTHERN YELLOW PINE a I . SPF SPRUCE -PINE -FUR: ' ' iti CONT CONTINUOUS ' O.C. ON CENTER ° 04 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4" WIDE, UNO. N (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) M C) LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 M" WIDE, UNO, LL W INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS j4 > Z e c•cin OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Y BOTTOM PLATE ANCHORAGE IS"ANCH R 48" O.C. (UNO ON FRAMING PLAN OR SW.%z SPECIFICATIONS) { ¢ •,��` � � ��n 1, 4 STRUCTURAL WOOD BEAM _ nj �, ,h •, v:. pt., , STRENGTH FOR FOOTINGS= 2 500 PSI AT 28 DAYS (UNO). • "ATC" REQUIRES %" ATC WITHIN $" OF SUPPORTED MEMBER. O )I 1. CONCRETE COMPRESSIVE S ( ) k N FOR LAB = 2 500 PSI AT 28 DAYS (UNO). _ 2. CONCRETE COMPRESSIVE STRENGTH O S ( ) 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). HEADER STRAPPING KEYNOTE CALLOUT 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 12 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. NUMBER OF STRAPS CONNECTING HEADER TO ACK STUD 3 MINIMUM BEARING CAPACITY OF 2 000 sf IN ACCORDANCE WITH � x 0 Z 1 0: 8. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MIN p W W 4 . 0 D FRC 2010 TABLE R401.4,1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12 LIFTS TO AT LEAST 9590 OF 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD � IL G 0 m _ MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 1 DTT ' Q 0 N D w LL Q Z 0 KING/JACK GROUP BOTTOM CONNECTION 3 I`- � p _ � Y h• O W 0 7. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED WAND • IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP It m 0 Z V 0 W - 0 P m0 m SEALED OVER CLEAN, COMPACTED EARTH OR FILL. CONTRACTOR TO PROVIDE TERMITE PROTECTION AS PER THE FLORIDA BUILDING CODE, • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD _ 12 "BORA-CARE" IS AN ACCEPTABLE TERMITE PROTECTION. r- ''}�0 .ZwO�m�ZwO GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. I } 4 H w w 0 m 40:4 0 w 8. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR O L w a > 0 N W w 0 N f m 0 tL NOTES: 1. STUD SPACINGS ABOVE ARE THEMAXIMUM REQUIRED ACCORDING TO STUD HEIGHTAND TYPE, UNLESS NOTED OTHERWISE NOTES:r"': 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF )<ING/JACK GROUP s s s Z (O O W* 'a'" ti'r• ®•s�-' 2x4 SPF STUD 16 12 - FOUNDATION KEYNOTE CALLOUT ' Z O 2x4 NO.2 SPF +�'+ � �. 16 12 2. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED LL Y 16 16 16 16 I ALTERNATES. D D p w w _ M �` Z 0 3 `p Q W ) _�. SIZE OF HEADER (ALL HEADERS TO BE N0.2 SYP 2x4 SPF STUD 12 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. -- STUD COLUMN KEYNOTE CALLOUT z a$ 2x4 NO.2 SPF �..' q<( ' 16 12 4. IF CONNECTOR IS NOT LISTED ABOVE CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. U_ CRITERIA IS LOCATED ON SHEET ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR I NUMBER OF PLIES IN HEADER ( rsX` I.q'k�•` W W Z -X Q W- 4 Z W � 4 W w 1 h 0 U 0 Z N W LI . W w a h 8, N GUN NAILS 2 " LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU 5. POSITIVE PLACEME T Yz 18 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDSa 18 18 �.4 SPF STUD, 2x8 NO -2 SPF TABLE 3. MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) 1 POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 8. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES v. 2 STUDS w TO MATCH WALL FRAMING SIZE AND GRADE, UNO. � D � ,� , 7 Fs , N -I NOTES 1 2 " a " NUMBER OF x 13 " TITENS ILO 16d. Ya 0x 2 /a TITENS IL016d. CONCRETE REQUIRES EQUIVALENT NU /a 0 /a � o ADDITIONAL CLARITY FOR THE LOQATION OF THE STUD COLUMN,. � .�>t, 0.4 ;y;yt ® DTT2Z BOTTOM OF STUD COLUMN CONNECTION BEARING CONDITION WALL HEIGHT • IST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN ¢ ,* - & STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT CONCRETE AND FOUNDATION NOTES . 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL coLUMNTOISTLEVELSTUDS/HEADER/BEAM' a- Z ,:,,, ' ;} * � STRENGTH FOR FOOTINGS= 2 500 PSI AT 28 DAYS (UNO). • "ATC" REQUIRES %" ATC WITHIN $" OF SUPPORTED MEMBER. O )I 1. CONCRETE COMPRESSIVE S ( ) k N FOR LAB = 2 500 PSI AT 28 DAYS (UNO). _ 2. CONCRETE COMPRESSIVE STRENGTH O S ( ) 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). HEADER STRAPPING KEYNOTE CALLOUT 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 12 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. NUMBER OF STRAPS CONNECTING HEADER TO ACK STUD 3 MINIMUM BEARING CAPACITY OF 2 000 sf IN ACCORDANCE WITH � x 0 Z 1 0: 8. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MIN p W W 4 . 0 D FRC 2010 TABLE R401.4,1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12 LIFTS TO AT LEAST 9590 OF 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD � IL G 0 m _ MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 1 DTT ' Q 0 N D w LL Q Z 0 KING/JACK GROUP BOTTOM CONNECTION 3 I`- � p _ � Y h• O W 0 7. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED WAND • IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP It m 0 Z V 0 W - 0 P m0 m SEALED OVER CLEAN, COMPACTED EARTH OR FILL. CONTRACTOR TO PROVIDE TERMITE PROTECTION AS PER THE FLORIDA BUILDING CODE, • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD _ 12 "BORA-CARE" IS AN ACCEPTABLE TERMITE PROTECTION. r- ''}�0 .ZwO�m�ZwO GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. I } 4 H w w 0 m 40:4 0 w 8. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR O L w a > 0 N W w 0 N f m 0 tL NOTES: 1. STUD SPACINGS ABOVE ARE THEMAXIMUM REQUIRED ACCORDING TO STUD HEIGHTAND TYPE, UNLESS NOTED OTHERWISE ALTERNATIVE METHODS. 9. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM NUMBER OF HOLDDOWNS/STRAPS AT BASE OF )<ING/JACK GROUP s 8d COMMON Z (O O a W LJ H W F.- O W - o w 0 m a , Z - w } Z h 0 y. 2x4 SPF STUD 16 12 - - Z O 2x4 NO.2 SPF 16 16 12 - LL (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 16 16 16 16 I 2x6 SPF STUD, 2x6 N0.2 SPF D D p w w _ M �` Z 0 3 `p Q W 4. FASTEN EXTERIOR WALL STUDS w/ (4) 8d TOE -NAILS OR (2) 16d END NAILS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED SIZE OF HEADER (ALL HEADERS TO BE N0.2 SYP 2x4 SPF STUD 12 - -- - z a$ 2x4 NO.2 SPF 16 16 12 - U_ CRITERIA IS LOCATED ON SHEET ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR I NUMBER OF PLIES IN HEADER ( W z W W Z -X Q W- 4 Z W � 4 W w 1 h 0 U 0 Z N W LI . W w a h 8, (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 18 16 18 18 0:2x8 SPF STUD, 2x8 NO -2 SPF STRENGTH FOR FOOTINGS= 2 500 PSI AT 28 DAYS (UNO). • "ATC" REQUIRES %" ATC WITHIN $" OF SUPPORTED MEMBER. O )I 1. CONCRETE COMPRESSIVE S ( ) k N FOR LAB = 2 500 PSI AT 28 DAYS (UNO). _ 2. CONCRETE COMPRESSIVE STRENGTH O S ( ) 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). HEADER STRAPPING KEYNOTE CALLOUT 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 12 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. NUMBER OF STRAPS CONNECTING HEADER TO ACK STUD 3 MINIMUM BEARING CAPACITY OF 2 000 sf IN ACCORDANCE WITH � x 0 Z 1 0: 8. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MIN p W W 4 . 0 D FRC 2010 TABLE R401.4,1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12 LIFTS TO AT LEAST 9590 OF 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD � IL G 0 m _ MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 1 DTT ' Q 0 N D w LL Q Z 0 KING/JACK GROUP BOTTOM CONNECTION 3 I`- � p _ � Y h• O W 0 7. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED WAND • IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP It m 0 Z V 0 W - 0 P m0 m SEALED OVER CLEAN, COMPACTED EARTH OR FILL. CONTRACTOR TO PROVIDE TERMITE PROTECTION AS PER THE FLORIDA BUILDING CODE, • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD _ 12 "BORA-CARE" IS AN ACCEPTABLE TERMITE PROTECTION. r- ''}�0 .ZwO�m�ZwO GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. I } 4 H w w 0 m 40:4 0 w 8. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR O L w a > 0 N W w 0 N f m 0 tL NOTES: 1. STUD SPACINGS ABOVE ARE THEMAXIMUM REQUIRED ACCORDING TO STUD HEIGHTAND TYPE, UNLESS NOTED OTHERWISE ALTERNATIVE METHODS. 9. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM NUMBER OF HOLDDOWNS/STRAPS AT BASE OF )<ING/JACK GROUP s 8d COMMON Z (O O a W LJ H W F.- O W - o w 0 m a , Z - w } Z h 0 8d RINGSHANK ON PLAN. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, HEADER FRAMING KEYNOTE CALLOUT ! " W Z IL 0 Q } = m m N h w w 4 h 4 D W m 0.131" DE APPLICABLE AT THAT WALL HEIGHT. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRA IS NOT A C 3. WALL DESIGNED AS UN -BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING CONTACT THE ENGINEER OF RECORD. C NTA 2 2x10 -1 / 2 UMBER OF KING STUDS EACH SIDE OF OPENING O N Q 3 � Z - w F- 0 .m v w h m 0 � � t w Z Z 4 w 4 O 4 a a w '2 3-Y4' AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER, SEE TABLE 2. PRE-ENGINEERED TRUSSES NUMBER OF JACK STUDS EACH SIDE OF OPENING I 0.162" D D p w w _ M �` Z 0 3 `p Q W 4. FASTEN EXTERIOR WALL STUDS w/ (4) 8d TOE -NAILS OR (2) 16d END NAILS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED SIZE OF HEADER (ALL HEADERS TO BE N0.2 SYP m D Q Ix v Z m W Z m 0 4 f w 4 W 0 Z TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED U IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN UNLESS DESIGNATED AS LSL, LVL, PSL, OR WS � � W Z X 0 0 F• - I W O - Z f' - 4 - W _ M - �-oW hZDl-gym w0 I NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER CRITERIA IS LOCATED ON SHEET ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR I NUMBER OF PLIES IN HEADER ( W z W W Z -X Q W- 4 Z W � 4 W w 1 h 0 U 0 Z N W LI . W w a h NOTES: AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.- Z I Z Q p ? ? a v 0 c9 Q w NOTE 1 2. TRUSSES SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING i 0 E9 Z } m W D 0 m Z Z = - PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2-Y2" 8d RINGSHANK 0.113" 2L -%s" 10d x 1-Y2" 0.148" 1-Y2" 10d 0.131" 3" 10d COMMON 0.148" 3- 12d COMMON 0.148" 3-Y4' 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-Y2' NOTES: AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.- Z I Z Q p ? ? a v 0 c9 Q w NOTE 1 2. TRUSSES SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING i 0 E9 Z } m W D 0 m Z Z = - PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SILL PLATE w/ SODIUM NOT RECOMMENDED. BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. CONVENTION OF THE LAYOUT SHOWN HERE. Z Ww0<mzWwQ�W3j�a 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER W W Z 0 1 m W W h " m < W D n SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. Q 14 Z} Z I v w 0 p Fw 4 4 D E ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE ', Q F. I. 2 Z �, L- D Z w O W h 4. TRUSS UPLIFTS HAVE BEEN CALCULATE BY TH E , - Z 0 4- v O I w O Z UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE ; 0 w fx 4h F- • I D DISREGARDED. D f- Z3 N m m 4 0 m h_ 0 0 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. a ? Z SHEET NO.: t FRAMING NOTES ST -1 1. SIMPSON ACRYLIC -TIE ADHESIVE SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: CONCRETE. EPCON G5 HIGH STRENGTH EPDXY OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE TO SLAB 0 STRU CTU RAL 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES BEARING ON CONCRETE OVER VAPOR BARRIER CONNECTIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND THE SPECIFIED DEPTH, INA HOLE Y,8' GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL ; . d SPECIFICATIONS ' F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE BEFORE APPLICATION OF PROTECTIVE COATING. NON -CORROSIVE TO CARBON STEEL FASTENERS. FOLLOWED FOR PROPER INSTALLATION. I O JOB NO.: 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AND S U A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 1 I ¢ AB0941 SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. DETAILED BY OTHER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS SUBDIVISION: SPECIFIED FOR THIS PROJECT AREAS LISTED IN TABLE 4. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. O Loch Lake 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. t J 5. FASTEN SW, AND LOAD BLARING WALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d" 3 ILL COMMONEND NAILS. k j ¢ MASONRY NOTES 6. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. LOT NO.: 7. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR t U z 54-57 BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S GROUT OVER FULL BED. EVERY OTHER COURSE SHALL BE EQUIPPED WITH 9 GAGE LADDER TYPE JOINT REINFORCEMENT. 9 0 FLOOR PLAN: 2. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500PSI. 3. VERTICAL WALL REINFORCING TO BE ASTM A616 GRADE60 REBAR.Building 12 4. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". HEADER FRAMING s O S. VERTICAL REINFORCING TO HAVE 10" STANDRARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING ER JACK AND KIN STI✓S SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d COMMON 8 " O.C. s I Z DESIGNED. 6. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRECAST LINTEL" DETAIL ON DOWEL AND LINTEL PLACEMENT PLAN, ST -2A. 1. ALL HEAD J C G O STAGGERED. � � � (=j S C PIJ E F 7. PROVIDE MOISTURE BARRIER FOR -ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: W • SHEATHING TO MATCH SPEC!FREVIEWED: ICATION FOR EXTERIOR WALLS, SEE TABLE 2. i-. • ATTACH TO ALL FRAMING ME/.fiBERS (KING STUD, "OP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ Sd X x W MGK COMMON @ 3" O.C. • BOTTOM PLY OF DBL TOP PLATF MUST BE CONTINUOUS OVER OPENING a n- • NO.2 SPF HEADER SILL INSTALLEO ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END ¢ REVISIONS DATE 3. WALL SHEATHING ABOVE OPENING M:2 ST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING `• 4. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d COMMON @ 8" O.C. ALONG EACH EDGE. e m ' S. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS PER SIDE. 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. I ' OPENINGS IN 2x4 STUD WALLS GREATER THAN V REQUIRE A (2)2x4 NO.2 SPF PLANK ORIENTED LU OPENINGS > 6 ' PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE -NAILS AT EACH END. WALLS Z (2x4 ) j • 2x6 NO. SPF PLANK ORIENTED ; > $' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8 REQUIRE A (2) 2 f'Vx OPENINGS PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE -NAILS AT EACH END (24 WALLS) gp�a z D PEXS t U U_ e e ` STRUCTURAL N AV I g Z LU g 6 ot4 F-.� Ea0 X ,��• \,� •�, r♦ •...... i r Q '�Ql+�llsjo�0ws��i�►1�'.E. �fui4wa.>t9 I 03-22-2013 i� x C FOUNDATION NOTES FOUNDATION KEYNOTES. GENERAL FO ' 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE Q A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 A 8"x8" DEEP THICKPNED EDGE (V i TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIV W/(1)#4 CONT { N SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 1 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNERS OR CONTRACTORS RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 9 AB 12" DEEP FTG W/#4 (8� 12" 'Q 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT EW UNDER BOX COLUMN 00 SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL 1ti FOUNDATION WORK MAY BE REQUIRED. { 16"SQx12" DEEP FTG W/ N 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN c (3)#4 EW ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURALPLANS J' R LOCATION OF SLIDING GLASS DOORS. 0 4. MASONRY S EMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE " 24N SQx20 DEEP FTG W/ AD SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS, I (3)#4 EW o (D 1 30"SQx20" DEEP FTG W/ O cu y a E 4 EW N G 0.. 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I■ ■ ■ ■■ I I ■■ 4" ■ ■ ■ I I FLOOR PLAN: 4" 6 I I 1 o Building 12 Z DESIGNED: SCP/JEF _ — I W 1 I I ■■ --- — ■ I i I I I VIEWED: ■ ■■ ■■ I I E- RE ■ I I I ► I I I I I I I■ MGK �. o REVISIONS DATE oUNDER DOOR I I UNDER DOOR ■ ■ ■ _ UNDER DOOR — — — — — — - 1'-311 51�n 1'-7" L — Z 1'-T' S'-4" 1'-3" UNDER DOOR — ■ ■ ■ jjj0 —mC mom 11-070 SONm 71-6" 1'-11" 16'-011 1x_711 1'-11" 16'-0" 1'-7" 1'-7" 16'-0" 1'-11" V-7" 16'_011 1'-11" T-6" W Z ,4 1'-0" f • 1 81-01 19'-6" 81-2" 191-6" 191-611 8'-211 19-161 81-611 1 -611 � 0 11 WC C 01-4" 0' Z 28'-0" 281-0" 28'-0" 281-0" 1 °„ 1121-0" 1 f—:EX i tI F9 Neu, 0 11, IWO • (n_jfl 1S r O = �dC b Z4. _ = • 6 Q09 0 • *. 11 1O11 r u WX ,�Z6 eN►6FOUNDATION PLAN 1/4 ,,d 0 e Michael G. Kozlowski, P.E. Q P.E. No. 60839 p 03-22-2013. � I I I I a 4 1 = O &'' I o GO I 00 I r W 00 _ u V 4 -e, y , ,P419 �t - 4,1 - 4" : 4u ■ ■ ■ ■ 11 ■ ■ ■ ■ ■ 0■ ■ ■ ■ ■ ■ ■ ■ ■ ■ --- -- —--------- -- - -- — --------------- ---- ---- --- — — -- ---- -- --------------------------� (------- -- --- -- -- — -� 1 p ,.w r -- — -I r 1 -? �' i NOTE. NOTES I I NOTES I I NOTES - t k U) I 1 I 1LO I WW z Fo 4 • 0 Q° WU ] m0U. 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ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: = N M A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. —•� B. FRAME AND SHEATH SW TO FLOOR DECKABOVE. ATTACH 0 LL FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" Q:C. .. ! O (D L co N C i N co p/�\ � V/ co N CL N O ' 03-22-2013 2 4 � , STRUCTURAL KEYNOTES(CMU) U ( ) o NQTES� PPLICABLE ONLY WHERE SPECIFIED ON PLAN N N 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN di ° OPENINGS. - CO 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING. M A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d 0 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH LL- ' FLOOR DECK TO SW DBL TOP PLATE W/ 10d 0 3" O.C.he w `N ! a) C4 N Q •+-•' Ct7 w N 0.. Rt y N 0 M Q 1 U. 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I MSTAM36 MS' 36 w z ST -6 OJ Building 12 ,Z DESIGNED: z (2) 2x6 -1n A5 I ! A4 I I - 3 a:LL-71 SCP/JEF 0 o ST -6 I I I ( A5 (2) 2x8 -1t2 u- Z w ST -7 Q -� Q I I / ST -6 O F- REVIEWED: D: (2) 2x6 -1n I I I ' (2) 2x6 -1n u� M G K I _ Q (2) 2x6 -1n (2) 24-1/2 I NO DR (2) 2x6-112?C (2) 2x6-1/2 NO DR (2)24-1t2 (2) 2x6-1/2 REVISIONS DATE • BALLOON FRAME TRIPLE STUDi m BALLOON FRAME TRIPLE STUD GROUPS TO VAULTED BOTTOM GROUPS TO VAULTED BOTTOM LLJ CHORD (4 LOCATIONS) CHORD (4 LOCATIONS) , Z • (2) 2x4 HDR ABOVE EACH • (2) 2x4 HDR ABOVE EACH `f a OPENING, (4) TOE -NAILS TO OPENING, (4) TOE -NAILS TO Q KING STUDS EACH END. KING STUDS EACH END. L1J PEX LL. Q ' p �`�O . ••'• yqF�'� N o a m 070 x. to CO CA . N SECOND LEVEL STRUCTURAL FRAMING PLAN 1/4" 11011 o 0 �i �� < o �, • °: x �•:9 ', W v \�� Q Mic�$ki��l`E 03-22-2013 GLE Zx6 ONLY I I • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK • UP TO 20 FT, 2x8 W/ 24 T -BRACE FASTEN (1) SIMPSON HGA10 BRACE LEDGERS SHALL BE SECURE TO WALL FRAMING WITH CONNECTOR FROM TO DIAGONAL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT BRACE TO GABLE VERTICAL FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. FASTEN 2x6 NO.2 SYP I . "T -BRACE" TO DIAGONAL - BRACE W/ 10d 3" O.C. 2x4 N0.2 SYP BLOCK CONTINUOUS 8'-0" OR AS SHOWN ON PLAN I BETWEEN DIAGONAL BRACES. 2x4x8'-0" NO.2 SYP LATERAL I FASTEN TO DBL TOP PLATE W/ 10d BRACE Q 48" O.C. FASTENED( I AT 3" O.C. TO EACH TRUSS W/ (3) 10d J03 J04 J05 J06 b J06 J06 J06 J05 J04 b J03 v o�P J09 J09 T13 zo T14 HTS20 - i FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR J L FROM TO DIAGONAL BRACE TO GABLE VERTICAL GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN 1. FACE NAIL GABLE BOTTOM CHORD TO CONTINUOUS BLOCKING W/ 10d @ 8" O.C. 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W/(8) 10d48"OC EXTERIOR WALL PER PLAN RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 ROOF FRAMING KEYNOTES 12" 15'-5" 19'-11" 23'-9" 26'-0" 16" 13'4" 1 T-3" 20'-7" NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN T �+ �+ p 1 RUSS ENGINEERING NOTES. 1. PRE-MAUNFACTURED SHEAR PANEL k O N BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON N FASTEN 2x4 N0.2 SYP DIAGONAL BRACE ro BLOCKING wr (6) 10d (3) 10d EACH END ROOF DECK BLOCK TO ROOF DECK DBL TOP PLT W/ 8d COMMON c@ 3" O.C. UNLESS SPECIFICALLY N • NOTED ON TRUSS FRAMING PLAN, ALL FRAMING PLAN • SHEAR PANEL TO SW DBL " TOP P�Twi god 3 O.C. ? I i i Q� TRUSS TO TOP PLATE CONNECTIONS SHALL BE AC CORDING • FLOOR OR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. ' "'- � � 00 ' 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD W/ TO THE TYPICAL WALL SECTION SHEET. 2. TYPICAL BEARING BLOCK � .. (1) H2.5T W/ (10) 8d x 1-2" • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING. • BEARING BLOCK TO BE N0.2 SYP MIN 48" LONG AND TO MATCH DIMENSION of TRUSS MEMBER. •. N Ch Fy0'!s- • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS 4. OVERFRAMING NOTES J GABLE TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. ALL NO.2 SYP 24" O,C. MAX. SLEEPERS O LL .0 3. LEDGER FRAMING NOTES: .a ALL TO BE PLAN " PLANK -ORIENTED 2x8 NO.2 SYP MIN. (/) 24" LONG 2x4 N0.2 SYP SCAB • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3)16d COMMONS MIN. O a% -14 APPLIED TO GABLE VERTICAL W/ 10d AT 3" O.C. EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING) "SLEEPER" • EACH RAFTER TO SLEEPER W/ SIMPSON H3 UPLIFT N cu • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED CONNECTOR. ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. In r _ a% (L L . 2x6 NO 2 SYP DIAGONAL BRACE I LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO N 00 > � (SEE PLAN FOR LENGTH) •UPT08FTSIN 2x6 NO 2 SYP DIAGONAL BRACE PROTECTION AGAINST CORROSION RAFTER WHERE APPLICABLE W/ (5)10d COMMONS MIN. 4 Q ♦-0 _ , GLE Zx6 ONLY I I • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK • UP TO 20 FT, 2x8 W/ 24 T -BRACE FASTEN (1) SIMPSON HGA10 BRACE LEDGERS SHALL BE SECURE TO WALL FRAMING WITH CONNECTOR FROM TO DIAGONAL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT BRACE TO GABLE VERTICAL FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. FASTEN 2x6 NO.2 SYP I . "T -BRACE" TO DIAGONAL - BRACE W/ 10d 3" O.C. 2x4 N0.2 SYP BLOCK CONTINUOUS 8'-0" OR AS SHOWN ON PLAN I BETWEEN DIAGONAL BRACES. 2x4x8'-0" NO.2 SYP LATERAL I FASTEN TO DBL TOP PLATE W/ 10d BRACE Q 48" O.C. FASTENED( I AT 3" O.C. 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N N (0 N N N N N J09 _� Building 12 co to (D (0 W/ to n CIO 0 co 04 _ _ _ > > > > > > Z DESIGNED: 041 C14 N C14 N _ N N N _ _ _ _ _ _ _ _ _ Ci, O (0 (0 M J L J L J L J L J L J L J L J L JIL L J L J L J L J L J L J L J L J L J > > N N N N �,N Jog v SCP/JEF _ _ _ = _ _ _ = z = z "' r HG S28-2 T25 U = 747# U = 747# F- F- F- �- F- �- �- w T T U -- 2046#J L J L J L J L J L J L J L J L J L J U L J L - r 25 HG S28-2 r 2 Z 2 _ '�' Z = _ '�' "— J09 F- REVIEWED: .... .._ _ _ !'- J L J LJ L J l J L. J L J L J L' J is \ -- 2 4 # " II �' HT HTS20 .- J L J L.� O (j • BRIG BLOCK REQ, SEE NOT 1 U = 1680# L II _ W MGK • TRUSS TO STUDS w/ (2) H S20 • BRIG B OCK REQ, SEE NOTE = r US26 T26 J U -- 1680# T13 U ' 7 1 # _ TRUSS TO STUDS w/�2ZHTS_ 0 T2 H US2 D BRIG BLOC REQ, SE NOTE 1 • B BLOCK REQ, SEE NOTE 1 _ Q • TR S TO STUDS w/ U= 01# REVISIONS DATE N TRUSS TO STUDS w/ 2) HTS20 (2) HTS20 �r (O L~- HTS20 BR BLOCK REQ, SEE NOTE 1 T27 27 T14 • HTS20 N •BRG BLOCK REQ, SEEN TE HTS20 } H US26 1 T15 SS TO STUDS w/ HTS20 • TRUSS TO STUDS w/ HT i H US26~ >e, tb J N ; b 28 T28 T15 `�� o O Lr o, o Z , T12 ' (° L 29 _ G, T29 T12LU h h 30 T30 ; T11 Q U = 497# GE01 ' N ' N ; ; Iv Z , GE02 ' GE02GE01 U = 497#-0 0000 1 p B O 00 00 CD O O C:) F_ ST -6 B B B F- U ST•6 ST"6 ST -6 IL• • I I 6" 19'8"8 8'3"8 13'2" 12'6" Q 13'2° 87.8 19 8'8 — 7'6"- N STR RAL -� 1 } w OG 111'10" Q ,��`` d ... .Cy��i�� _ �• 7- Z / . - SECOND LEVEL ROOF FRAMING PLAN11011 �: o �:� 1 /4" — - # W= ;� m w CO - - s W,••C �e Qa�I•••• ZIoEvs E. p, Ao� 03-22-2013 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26'-0" 16" 13'4" 1 T-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP Z��, Y U.; k C Os, , LU Dt WALL SHEATHING PER PLAN N dx GABLE ANGLE BRACING DETAIL (W/ HGA10) p B r,. 1) MAX. TRUSS SPACING = 24" O.C. I Y x 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. I ) 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. n. 1 Z° 0 0 L a � (O h CO CO GO CO O) LO O � FO- C�-O r� d- F- FO- F� WO WO N ... L� F�- �I- CO wCCcCO CO LO M O w Q4 • 0 El .0O O O w k Q zti 1q* LL.oZ_U 0 W to ZpviOwL3uoi `=a TS20 L w Zw JJmJZZO LO N of 11j QM<M43ww 1 00h N O �wa>,aNWt-On io z pawD UAlu Npa II 4,14- 7 LO HTS 0 II O 0) ODama ZWPw jmmozu II (� ZaoQ�NlwWmf._ww J03 w Q WI- tnDm a w m0 IIw Z s z Q F- J Z Q � f- W CQ I F- a W 04 FHZ Owpz�aoi�0 Q Z 4._ x -O pw m O a : W�I W OQ LL O D W JO CO �,ww o Z Z I7Q W N xW 0 v w Q a wo o- z _0E-_ I OZ - z xx� w. _ W QF -W _� ,W a - D F -Z m m ._... W W W •xQWUQ� �Z -- J05 WaQawZHpE3�m •ww . Z zw WLMZ -�F-ZUl - -I> Q -Z Qom<wZ Z 0- a _ d p 0 I, m 0 z 1_ Z 4m a 2 Z ZDO } -w gym --F-►- Q z. m aQ W Z 3 J06 LLI wZ-'f w7 NWQr-L1W-0 mwI7F- lmw�[]_ Q IQZ�ZIQUWaQW p_ F- I ZpF-�1pZwt7DWF ZL) nIx02 wZ J0e .DWz�,.QI-J1- I005 b -CSF-_3NawQ01'71-?Vo J06 18 in N 18 LL 18' ih Z SHEET NO.: O J0� — ST -4A 7\o ROOF FRAMING 7\ ,105 CL PLAN O JOB NO.: J04 AB09 41 SUBDIVISION: N I SIGN. � J03 o Loch Lake � -7 N LL T10 0 LUSZ LOT NO.: 4 z 54-57 US26 T10 JO9 t r (9 FLOOR �� Ur R PLAN:.. N N N N N N N N N N N N N Ct, N Cfl (O (!, _ __. N N (0 N N N N N J09 _� Building 12 co to (D (0 W/ to n CIO 0 co 04 _ _ _ > > > > > > Z DESIGNED: 041 C14 N C14 N _ N N N _ _ _ _ _ _ _ _ _ Ci, O (0 (0 M J L J L J L J L J L J L J L J L JIL L J L J L J L J L J L J L J L J L J > > N N N N �,N Jog v SCP/JEF _ _ _ = _ _ _ = z = z "' r HG S28-2 T25 U = 747# U = 747# F- F- F- �- F- �- �- w T T U -- 2046#J L J L J L J L J L J L J L J L J L J U L J L - r 25 HG S28-2 r 2 Z 2 _ '�' Z = _ '�' "— J09 F- REVIEWED: .... .._ _ _ !'- J L J LJ L J l J L. J L J L J L' J is \ -- 2 4 # " II �' HT HTS20 .- J L J L.� O (j • BRIG BLOCK REQ, SEE NOT 1 U = 1680# L II _ W MGK • TRUSS TO STUDS w/ (2) H S20 • BRIG B OCK REQ, SEE NOTE = r US26 T26 J U -- 1680# T13 U ' 7 1 # _ TRUSS TO STUDS w/�2ZHTS_ 0 T2 H US2 D BRIG BLOC REQ, SE NOTE 1 • B BLOCK REQ, SEE NOTE 1 _ Q • TR S TO STUDS w/ U= 01# REVISIONS DATE N TRUSS TO STUDS w/ 2) HTS20 (2) HTS20 �r (O L~- HTS20 BR BLOCK REQ, SEE NOTE 1 T27 27 T14 • HTS20 N •BRG BLOCK REQ, SEEN TE HTS20 } H US26 1 T15 SS TO STUDS w/ HTS20 • TRUSS TO STUDS w/ HT i H US26~ >e, tb J N ; b 28 T28 T15 `�� o O Lr o, o Z , T12 ' (° L 29 _ G, T29 T12LU h h 30 T30 ; T11 Q U = 497# GE01 ' N ' N ; ; Iv Z , GE02 ' GE02GE01 U = 497#-0 0000 1 p B O 00 00 CD O O C:) F_ ST -6 B B B F- U ST•6 ST"6 ST -6 IL• • I I 6" 19'8"8 8'3"8 13'2" 12'6" Q 13'2° 87.8 19 8'8 — 7'6"- N STR RAL -� 1 } w OG 111'10" Q ,��`` d ... .Cy��i�� _ �• 7- Z / . - SECOND LEVEL ROOF FRAMING PLAN11011 �: o �:� 1 /4" — - # W= ;� m w CO - - s W,••C �e Qa�I•••• ZIoEvs E. p, Ao� 03-22-2013 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 12'-5" 191-6" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26-4- 24's 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP Z��, Y U.; k C Os, , LU Dt WALL SHEATHING PER PLAN N dx GABLE ANGLE BRACING DETAIL (W/ HGA10) p B r,. 1) MAX. TRUSS SPACING = 24" O.C. I Y x 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. I ) 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. n. 1 Z° 0 0 L a � (O h CO CO GO CO O) LO O � FO- C�-O r� d- F- FO- F� WO WO N ... L� F�- �I- CO wCCcCO CO LO M O w Q4 • 0 El .0O O O w k Q zti 1q* LL.oZ_U 0 W to ZpviOwL3uoi `=a TS20 L w Zw JJmJZZO LO N of 11j QM<M43ww 1 00h N O �wa>,aNWt-On io z pawD UAlu Npa II 4,14- 7 LO HTS 0 II O 0) ODama ZWPw jmmozu II (� ZaoQ�NlwWmf._ww J03 w Q WI- tnDm a w m0 IIw Z s z Q F- J Z Q � f- W CQ I F- a W 04 FHZ Owpz�aoi�0 Q Z 4._ x -O pw m O a : W�I W OQ LL O D W JO CO �,ww o Z Z I7Q W N xW 0 v w Q a wo o- z _0E-_ I OZ - z xx� w. _ W QF -W _� ,W a - D F -Z m m ._... W W W •xQWUQ� �Z -- J05 WaQawZHpE3�m •ww . Z zw WLMZ -�F-ZUl - -I> Q -Z Qom<wZ Z 0- a _ d p 0 I, m 0 z 1_ Z 4m a 2 Z ZDO } -w gym --F-►- Q z. m aQ W Z 3 J06 LLI wZ-'f w7 NWQr-L1W-0 mwI7F- lmw�[]_ Q IQZ�ZIQUWaQW p_ F- I ZpF-�1pZwt7DWF ZL) nIx02 wZ J0e .DWz�,.QI-J1- I005 b -CSF-_3NawQ01'71-?Vo J06 18 in N 18 LL 18' ih Z SHEET NO.: O J0� — ST -4A 7\o ROOF FRAMING 7\ ,105 CL PLAN O JOB NO.: J04 AB09 41 SUBDIVISION: N I SIGN. � J03 o Loch Lake � -7 N LL T10 0 LUSZ LOT NO.: 4 z 54-57 US26 T10 JO9 t r (9 FLOOR �� Ur R PLAN:.. N N N N N N N N N N N N N Ct, N Cfl (O (!, _ __. N N (0 N N N N N J09 _� Building 12 co to (D (0 W/ to n CIO 0 co 04 _ _ _ > > > > > > Z DESIGNED: 041 C14 N C14 N _ N N N _ _ _ _ _ _ _ _ _ Ci, O (0 (0 M J L J L J L J L J L J L J L J L JIL L J L J L J L J L J L J L J L J L J > > N N N N �,N Jog v SCP/JEF _ _ _ = _ _ _ = z = z "' r HG S28-2 T25 U = 747# U = 747# F- F- F- �- F- �- �- w T T U -- 2046#J L J L J L J L J L J L J L J L J L J U L J L - r 25 HG S28-2 r 2 Z 2 _ '�' Z = _ '�' "— J09 F- REVIEWED: .... .._ _ _ !'- J L J LJ L J l J L. J L J L J L' J is \ -- 2 4 # " II �' HT HTS20 .- J L J L.� O (j • BRIG BLOCK REQ, SEE NOT 1 U = 1680# L II _ W MGK • TRUSS TO STUDS w/ (2) H S20 • BRIG B OCK REQ, SEE NOTE = r US26 T26 J U -- 1680# T13 U ' 7 1 # _ TRUSS TO STUDS w/�2ZHTS_ 0 T2 H US2 D BRIG BLOC REQ, SE NOTE 1 • B BLOCK REQ, SEE NOTE 1 _ Q • TR S TO STUDS w/ U= 01# REVISIONS DATE N TRUSS TO STUDS w/ 2) HTS20 (2) HTS20 �r (O L~- HTS20 BR BLOCK REQ, SEE NOTE 1 T27 27 T14 • HTS20 N •BRG BLOCK REQ, SEEN TE HTS20 } H US26 1 T15 SS TO STUDS w/ HTS20 • TRUSS TO STUDS w/ HT i H US26~ >e, tb J N ; b 28 T28 T15 `�� o O Lr o, o Z , T12 ' (° L 29 _ G, T29 T12LU h h 30 T30 ; T11 Q U = 497# GE01 ' N ' N ; ; Iv Z , GE02 ' GE02GE01 U = 497#-0 0000 1 p B O 00 00 CD O O C:) F_ ST -6 B B B F- U ST•6 ST"6 ST -6 IL• • I I 6" 19'8"8 8'3"8 13'2" 12'6" Q 13'2° 87.8 19 8'8 — 7'6"- N STR RAL -� 1 } w OG 111'10" Q ,��`` d ... .Cy��i�� _ �• 7- Z / . - SECOND LEVEL ROOF FRAMING PLAN11011 �: o �:� 1 /4" — - # W= ;� m w CO - - s W,••C �e Qa�I•••• ZIoEvs E. p, Ao� 03-22-2013 L CIO et tL N C4 M O � J LL W Z��, Y U.; k C Os, , LU Dt WALL SHEATHING PER PLAN N dx GABLE ANGLE BRACING DETAIL (W/ HGA10) p B r,. 1) MAX. TRUSS SPACING = 24" O.C. I Y x 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. I ) 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. n. 1 Z° 0 0 L a � (O h CO CO GO CO O) LO O � FO- C�-O r� d- F- FO- F� WO WO N ... L� F�- �I- CO wCCcCO CO LO M O w Q4 • 0 El .0O O O w k Q zti 1q* LL.oZ_U 0 W to ZpviOwL3uoi `=a TS20 L w Zw JJmJZZO LO N of 11j QM<M43ww 1 00h N O �wa>,aNWt-On io z pawD UAlu Npa II 4,14- 7 LO HTS 0 II O 0) ODama ZWPw jmmozu II (� ZaoQ�NlwWmf._ww J03 w Q WI- tnDm a w m0 IIw Z s z Q F- J Z Q � f- W CQ I F- a W 04 FHZ Owpz�aoi�0 Q Z 4._ x -O pw m O a : W�I W OQ LL O D W JO CO �,ww o Z Z I7Q W N xW 0 v w Q a wo o- z _0E-_ I OZ - z xx� w. _ W QF -W _� ,W a - D F -Z m m ._... W W W •xQWUQ� �Z -- J05 WaQawZHpE3�m •ww . Z zw WLMZ -�F-ZUl - -I> Q -Z Qom<wZ Z 0- a _ d p 0 I, m 0 z 1_ Z 4m a 2 Z ZDO } -w gym --F-►- Q z. m aQ W Z 3 J06 LLI wZ-'f w7 NWQr-L1W-0 mwI7F- lmw�[]_ Q IQZ�ZIQUWaQW p_ F- I ZpF-�1pZwt7DWF ZL) nIx02 wZ J0e .DWz�,.QI-J1- I005 b -CSF-_3NawQ01'71-?Vo J06 18 in N 18 LL 18' ih Z SHEET NO.: O J0� — ST -4A 7\o ROOF FRAMING 7\ ,105 CL PLAN O JOB NO.: J04 AB09 41 SUBDIVISION: N I SIGN. � J03 o Loch Lake � -7 N LL T10 0 LUSZ LOT NO.: 4 z 54-57 US26 T10 JO9 t r (9 FLOOR �� Ur R PLAN:.. N N N N N N N N N N N N N Ct, N Cfl (O (!, _ __. N N (0 N N N N N J09 _� Building 12 co to (D (0 W/ to n CIO 0 co 04 _ _ _ > > > > > > Z DESIGNED: 041 C14 N C14 N _ N N N _ _ _ _ _ _ _ _ _ Ci, O (0 (0 M J L J L J L J L J L J L J L J L JIL L J L J L J L J L J L J L J L J L J > > N N N N �,N Jog v SCP/JEF _ _ _ = _ _ _ = z = z "' r HG S28-2 T25 U = 747# U = 747# F- F- F- �- F- �- �- w T T U -- 2046#J L J L J L J L J L J L J L J L J L J U L J L - r 25 HG S28-2 r 2 Z 2 _ '�' Z = _ '�' "— J09 F- REVIEWED: .... .._ _ _ !'- J L J LJ L J l J L. J L J L J L' J is \ -- 2 4 # " II �' HT HTS20 .- J L J L.� O (j • BRIG BLOCK REQ, SEE NOT 1 U = 1680# L II _ W MGK • TRUSS TO STUDS w/ (2) H S20 • BRIG B OCK REQ, SEE NOTE = r US26 T26 J U -- 1680# T13 U ' 7 1 # _ TRUSS TO STUDS w/�2ZHTS_ 0 T2 H US2 D BRIG BLOC REQ, SE NOTE 1 • B BLOCK REQ, SEE NOTE 1 _ Q • TR S TO STUDS w/ U= 01# REVISIONS DATE N TRUSS TO STUDS w/ 2) HTS20 (2) HTS20 �r (O L~- HTS20 BR BLOCK REQ, SEE NOTE 1 T27 27 T14 • HTS20 N •BRG BLOCK REQ, SEEN TE HTS20 } H US26 1 T15 SS TO STUDS w/ HTS20 • TRUSS TO STUDS w/ HT i H US26~ >e, tb J N ; b 28 T28 T15 `�� o O Lr o, o Z , T12 ' (° L 29 _ G, T29 T12LU h h 30 T30 ; T11 Q U = 497# GE01 ' N ' N ; ; Iv Z , GE02 ' GE02GE01 U = 497#-0 0000 1 p B O 00 00 CD O O C:) F_ ST -6 B B B F- U ST•6 ST"6 ST -6 IL• • I I 6" 19'8"8 8'3"8 13'2" 12'6" Q 13'2° 87.8 19 8'8 — 7'6"- N STR RAL -� 1 } w OG 111'10" Q ,��`` d ... .Cy��i�� _ �• 7- Z / . - SECOND LEVEL ROOF FRAMING PLAN11011 �: o �:� 1 /4" — - # W= ;� m w CO - - s W,••C �e Qa�I•••• ZIoEvs E. p, Ao� 03-22-2013 SHEATHING TRANSFERS UPLIFT TO FLOOR TRUSSES. 2x4 NO.2 SPF BOTTOM PLATE W/ NO SPLICES WITHIN FIRST 12d COMMON @ 6" O.C. 4'0" FROM CMU. EVERY OTHER STUD AND EVERY KING STUD 1ST LEVEL FLOOR TRUSSES ONLY. TYPICAL FLOOR DECK TO FRAMING BELOW W/ MSTA36 OR CS16 EXTERIOR HEEL W/ 2x4 RIBBON (WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, BOARD AT TOP AND BOTTOM USE C616 EXCLUSIVELY) — — — — - — — — — - — — I I � I I � I I I I ) (2) COURSE BOND BEAM "%A/ CONT. IN EACH COURSE AS SHOWN I I � •. I WOOD FLOOR TRUSS BY OTHERS L — — — — — — — — — — — — -� BOTTOM PLATE TO RIBBON BOARD W/ 1 Od COMMON @ 6" O.C. VERTICAL BARS TO EXTEND TO 2x4 DIAGONAL BRACE @ MAX 48" O.C. W/ (3) 10d COMMON TOE -NAI LAT EACH END. TOP OF WALL AS SHOWN. MIN 6" PLATE W/ 8d COMMON @ 3" O.C. BEND INTO BOND BEAM Q CONTINUOUS 2x4 RIBBON BOARD 2" BETWEEN BOTTOM OF WOOD PANEL io AND CENTER OF FASTENERS. N 8'-1"ABOVE F.F.E. 'OF OPENING MOISTURE BARRIER BETWEEN CHORD W/ 8d COMMON @ 3" O.C. N MASONRY AND NON -PT LUMBER BY OTHERS 2x6x12 PT CENTER BUCK TOP OF WALL FLOOR TRUSS TO BOND BEAM W1 META20 �I #5 CONTINUOUS EACH COURSE @ 32" O.C. W/MIN (7) 10d x 1 Yz° z• (NOTE: IF META20 IS IMPROPERLY , INSTALLED, ATTACH TRUSS TO BOND VERT. REINFORCING TO HAVE BEAM W/ Y2"x 6" EMBED DRILL & EPDXY 6" BEND INTO BOND BEAM TYPICAL EXTERIOR ROOF DECK OVER TOP OF GARAGE DOOR THICK WASHER @ 24" O.C.) t r (�.., PREFAB WOOD TRUSSES 6'-1" ABOVE F.F.E.OgL_I 1I11 •~ J p TRUSS OR RAFTER TO TOP PLATE 4'-9" ABOVE F.F.E. %" DIA. ANCHOR 2x4 PT TOP BUCK I p N i W/ H8 (EQUAL OR BETTER), UNO ON - I I I N C ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW)CDco �— 2x6 PT BUCK EACH SIDE OF OPENING i0•- — — — — — - N > - TRUSS OR RAFTER TO TOP PLATE 2'-9"ABOVE F.F.E. I I �. L- W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN I N (OPTIONAL SDWC15800 SCREW) PROVIDE (5) /a" DIA. J -BOLT w/5 Yz" EMBEDMENT AT I I I LINTEL SEE 04 C)EAC DOOR BRACKET, EACH SIDE OF DOOR. SEE PLAN —\\ PLANREAST Q TOP PLT TO STUDS/HDR PROVIDE 1 Yz" x 3/B" THICK WASHER w/ EACH IM TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 ABOVE F.F.E. ANCHOR. (1st BOLT TO BE 8" MAX. ABOVE CURB.) I EXTEND REINFORCING TO END OF PIER W/6" BEND TO LAP LL (OPTIONAL SDWC15600 SCREW @ 32" O.C.) WALL REINFORCING AS LLI SCREW @ 32" O.C.) TOP OF CURB SHOWN. J I I > r; MIN (2) NO.5 VERT. BAR IN Z FILLED CELL AT GARAGE O F.F.E. I DOOR OPENINGS Co Y I I N0.5 VERT. BAR I N FILLED GARAGE DOOR JAMB DETAIL I CELL AT EACH END OF PIER , yy B BLOCKING G AT PANEL EDGES N ,w C) li- , it �' �� • "' I4 i ®`w. TYPICAL EXTERIOR WALL SHEATHING I I NO.5 DOWEL UP FROM D FOOTING W/ 24' LAP. MIN 6!' II BEND AT BOTTOM. II I I I SHEATHING TRANSFERS UPLIFT TO FLOOR TRUSSES. 2x4 NO.2 SPF BOTTOM PLATE W/ NO SPLICES WITHIN FIRST 12d COMMON @ 6" O.C. 4'0" FROM CMU. EVERY OTHER STUD AND EVERY KING STUD 1ST LEVEL FLOOR TRUSSES ONLY. TYPICAL FLOOR DECK TO FRAMING BELOW W/ MSTA36 OR CS16 EXTERIOR HEEL W/ 2x4 RIBBON (WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, BOARD AT TOP AND BOTTOM USE C616 EXCLUSIVELY) — — — — - — — — — - — — I I � I I � I I I I ) (2) COURSE BOND BEAM "%A/ CONT. IN EACH COURSE AS SHOWN I I � •. I WOOD FLOOR TRUSS BY OTHERS L — — — — — — — — — — — — -� BOTTOM PLATE TO RIBBON BOARD W/ 1 Od COMMON @ 6" O.C. 2x4 DIAGONAL BRACE @ MAX 48" O.C. W/ (3) 10d COMMON TOE -NAI LAT EACH END. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON @ 3" O.C. CONTINUOUS 2x4 RIBBON BOARD 2" BETWEEN BOTTOM OF WOOD PANEL AND CENTER OF FASTENERS. }" MAX GAP BETWEEN BOTTOM OF PANEL AND TOP OF SLAB. SHEATHING TO FLOOR TRUSS BOTTOM MOISTURE BARRIER BETWEEN CHORD W/ 8d COMMON @ 3" O.C. • ' MASONRY AND NON -PT LUMBER BY OTHERS COURSE CMU BOND BEAM W/ FLOOR TRUSS TO BOND BEAM W1 META20 �I #5 CONTINUOUS EACH COURSE @ 32" O.C. W/MIN (7) 10d x 1 Yz° z• (NOTE: IF META20 IS IMPROPERLY , INSTALLED, ATTACH TRUSS TO BOND VERT. REINFORCING TO HAVE BEAM W/ Y2"x 6" EMBED DRILL & EPDXY 6" BEND INTO BOND BEAM OR TITEN HD ANCHORS w/ 3" SQ x Ya" THICK WASHER @ 24" O.C.) CONCRETE FOUNDATION 5 WORK PER PLAN TOP OF FINISH I Q FLOOR SLAB 0- z_ D ------ W a - r a r �S z � o • w a a❑ p, 4zIxw Q D N Z Dw4.Q /\ L __L_L \ \ ti ❑ -wvF w ----- / / / w Z 00 ❑0-j- aDIx �ZD j- ma Q GQ ZQ'J-p AZ E �wW w{4...aQD oomlo z oW m ►ww—JO w ❑a 0)) Zaoa>:WwI=m(A D-z°n GARAGE SHEAR PIER W aW�4DDWI-==Wortj� Z 4=Hmjaal-l.-aZW<L aWZ4Z�OZpaO1p� oaw�= 0 D❑Qw Co 19<ffU ZWwzmD<Iw Ir Z Q �pHO-Z�,DZ -? F -F 4pwu)-a- LU wwZ •X<Wti4a Wz Z Z W 4 W a m Z Z J, Z N i01 W- w z — -I>-ZQ❑ -L 00<wp ZpuZ>.LMWIpNZZI -�- Z DQmz Ix m - Q 1 1/' PREFAB WOOD FLOOR TRUSS. SEE FRAMING ALT. WALL SECTION ION AT FLOOR _— — — — — UJ w Z o l - W D N w Q a H D PLAN PARALLEL FLOOR TRUSS CONDITION (2) #4 CONT. Q i -9 z z Z z �' " z w o W F `= THIS SECTION IS TYPICAL FOR TWO STORY A (1)#5 BAR CONT. I — Z U a� O W D s° W o z ( AP ( a (1) #4 BAR AT CORNERS � u IW- z 3 N a� Q 007 Iz- z 05 WITH MIN. 24 LAP. O FLOOR TRUSS TO BOND BEAM W/ g J `v ILL META20 W/ MIN (7)10d x 1 Y" I N SHEET NO.: (NOTE: IF META20 IS IMPROPERLY Z z 8" PARTIALLY GROUTED INSTALLED, ATTACH TRUSS TO g O ST -5 BOND BEAM W/ HTSM20) — — — (2) #4 CONT. H EXTERIOR CMU WALL W/ I I 9 " TYPICAL WALL � VERTICAL WALL REINFORCING I ,, O PER DOWEL PLACEMENT PLAN, SHEET ST -2A I I e a- SECTION v o p v 0 JOB NO.: FT 0 AB 0941 I I, o s 8 CMU BOND BEAM — SUBDIVISION: PROVIDE DOWELS TO MATCH VERTICAL WALL POURED CELL w#5 BAR CONT. O LOCI 1 Lake W/ MIN 24" LAP .FROM BEAM TO FOOTING J (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, LL DRILL AND EPDXY DOWEL OF EQUAL SIZEW/MIN, 6" BOND BEAM REINFORCING AT CORNERS EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN STEP DOWN TIE-BEAM I MASONRY) 71 LOT NO.: II z 54-57 FLOOR PLAN: BOTTOM PLATE ANCHORS NOTES CLCD g Building 2 • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. `v EVERY OTHER STUD & EACH KING • INSTALL ANCHORS WITHIN 12" OF EACH END Z I I FOOTING AND SLAB PER STUD TO BOTTOM PLATE W/ SP2. OF SEGMENT (BUTT JOINTS), g (OPTIONAL SDWC 15450 @ 32" FOUNDATION PLAN O.C.) TYPICAL INTERIOR LOAD BEARING WALL SECTION TYPICAL EXTERIORWALL SECTION GENERAL NOTES APPLICABLE TO ALL: 1... ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/(2) ROWS 10d COMMON @ 12" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (16)10d COMMON IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. , 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST -1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST -1. 7. FOR EXTERIOR CMU WALL VERTICAL "WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST -2A Z DESIGNED: 0 SCP/JEF LU E- REVIEWED: MGK Xa REVISIONS DATE Q m LU z O Z VJ '6EXO C0 STRU 0 i�� Dr CO U.vrvr�ivir� i i f" .�: C 1='C 17G t�5 't 1. 11015 W m 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. E AIL TYPICAL DOORMINDOW .JAMB TO BLOCK X / :� `2:°-9 ° co .:o (TYPICAL- FOR ALL MASONRY OPENINGS, UNO) w .'i C/ •' 'O .,�' a Mi •••• Vzlow ae Q ��Fae 00 03-2 ROOF DECK 3 Y" CONCRETE SLAB 6x8 W1.4 x W1.4 WWF OR TRUSSES PARALLEL TO WALL: ROOF TRUSS 0 FIBERMESH CURB WIDTH VARIES FASTEN EACH RAFTER 2x8 PT SPF (MIN) NAILER FASTENED TO MASONRY W/ (2) ROWS 411 DIA. x 3" N TO NAILER W/ MIN (4) OR RAFTER N • — — ` _ 8D COMMON TAPCONS 12" O.C. --�.— x 2x4 SPF (MIN) #4 2/ 9" BEND BOTTOM 60" O.C. " TOE-NAILS. 8" MIN 2 4 NO-2 SYP PT CONT. TRUSSES PERPENDICULAR TO WALL, ` \\ \� \\ \\ \\ \\ p e 28" MAX /��/i�/� BLOCKING NAILER 2x8 PT SPF (MIN) BLOCKING BETWEEN EACH "� VARIES CO BETWEEN EACH TRUSS. FASTEN \/\\ ' ►\/ \\\ \\\� TRUSS, FASTEN TO U) VAPOR BARRIER `/ 1\ » \ \ \ \\ \ v TO MASONRY W/ 1/4 DIA. x 3 TAPCONS @ BEAM w/10d 4" O.C. ' \/\ e• .. e, 12 MIN./ ° ' • a o 2x4 N0.2 SYP RAFTER AND 11 » 12" O.C. - N /// .n' . • �/\ \�i�\\\j �\\\\\ a a a FASTEN W/(2) ROWS Ya"0x23/a" CEILING JOIST AT 24 O.C. 16-0 (Yi //// e ° N FASTEN RAFTER TO JOIST ° TITEN @ 16 O.C. STAGGERED � J ° WITH MIN (4) 8D COMMON. r LL FOOTING ° 4 . ° ° ° S.�� •� i ° 00 GTO BEAR ON 6" OPT. EXTENSION IN o /� 4. FIRM UNDISTURBED SOIL LOCATIONS ON ND PLANCK ° r /\ MOISTURE BARRIER Y 6x6 - W1AxW1 A 2x4 NO.2 SYP PT CONT. SHEATH ASSEMBLY FULLY BY OTHERS I O � �-- PER STRUCTURAL PANEL TYPICAL PORCH CEILING BOARD PER CO 12" UNDER 1 STORY WALL WWF NAILER 2ft max SPECIFICATIONS, ST-1, FOR PLAN. SEE TABLE 2; SHEET ST-1 TRUSS TO PORCH C BEAM w/ H2.5T WITH (2)#4 OR (2)#5 CONT ADDITIONAL N0.4 OR NO. S 2'-0" � ROOF SHEATHING. ' ' PORCH CEIL N BAR IN BRICK LEDGE (3) � WATERPROOF D) ( I G BOAR r L 18".UNDER 2 STORY WALL CONTINUOUS BARRIER FASTEN EACH JOIST PORCH BEAM CON> ' II) Q WITH (3)#4 0R (2)#5 CONT TO NAILER W/MIN (4) C �[ .r 8D COMMON CD �- 0:?AND ONOLITHIC FOOTING SECTION GARAGE WALL CURB SECTION TOE-NAILS. co PORCH BEAM TO POST: GROUND ADJACENT TO FTG SLOPES DOWN AWAY FROM STRUCTURE STEEPER THAN IN LIEU OF BENT VERTICAL BARS, CONTRACTOR (1) MSTA24 SHED ROOF DETAIL � N O T-0" VERTICALLY PER Y-0" HORIZONTALLY, SEEK MAY INSTALL %" ANCHOR BOLTS W/ 12" EMBEDMENT D — POST TO SLAB: N TYPICAL PORCH SHEATHING DETAIL ABU POST BASE ANCHOR M o AT 48' O.C. FOR BOTTOM PLATE ANCHORAGE OR DTT2Z GUIDANCE OF EOR,PRIOR TO CONSTRUCTION, AT MASONRY EXTERIOR WALL TO PREVENT EROSION OF SOIL - W (THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESS NOTED OTHERWISE) PORCHES UNLESS NOTED OTHERWISE) w Z.,' O (2) #4 OR (2) #5 CONTINUOUS 6x6 W1.4 x W1.4 WWF Y , .. ------- +--- -= d- d 2x8 SPF STUDS FROM TOP OF S EATHING P BL r, ' A; --.a •--=-a , ✓ �- ; ' e H PER TABLE 2 ON STRUCTURAL `"�,' w: 4 e ° SILL PLATE TO 2ND LEVEL TOP N ': N SPECIFICATIONS SHEET PLATE 16 O.C. MAX \ W .,:. / / (2) MSTAM36 @ EACH STUD. ATTACH TO STUD W/ VAPOR B 7 (13) 10d. ATTACH TO CMU W/ (4) Y4" x 2Y" TITEN7411 „ BARRIER k�� 2x8 PT NO.2 SYP SILL PLATE TO MASONRY WALL i--- �'� w�-. n', :'fir �r(�• W/ YZ" x 6" EMBED DRILL & EPDXY OR TITEN HD TYPICAL EXTERIOR ROOF DECK OVER MAX 24 O.C. W/ 3 SQUARE x /a THICK WASHER PREFAB WOOD TRUSSES :. _ "�' BEARING WALL FOOTING SECTION .. SEE "BOTTOM PLATE ANCHORS NOTES" ON "TYPICAL WALL SECTION AT FOUNDATION" ON TRUSS OR RAFTER TO TOP PLATE "• a' TYPICAL WALL SECTION SHEET) Y �,a� W/ H8 (EQUAL OR BETTER), LINO ON ' " ^� ` ROOF FRAMING PLAN Q�l'. SHEATHING TO SILL#.. • PLATE W/ 8d @ 3" O.C. (OPTIONAL SDWC156DO SCREW) FRT PLYWOOD SHEATHINGS FOR FIRST 2'-0" UP ROOF " 3 Y" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH r a ri,_0-o A.F.F. SEE ARCH. M MASONRY TO WOOD CONNECTION STAIRS It. W in � z , 10mP . ° ,q v\ ° WGS. Q0 �W OW6.QZ.` WO LO � �0Ir PZpMQWUNa s"Mw a ZW.�-m.,ZZ0 Q WW -OmQIr<nWW 1 LAYER S/8' TYPE "X" DENSGLASS EXT W W a> 0 W 0 v N 0 s» 11 11 SHEATHING BETWEEN TRUSSES FASTENED TO Z 0 a w a w w J 0 W - 0 m 8'x8' THICKENED FTG $" /e TYPE X DENSGLASS MOISTURE 2x BLOCKING, OVERLAP WALL TOP PLATES AND (/� 0 0 m a . It- � � w � m Z 0 AT STEP-DOWN, SEE ---�-� RESISTANT EXTERIOR SHEATHING mo W F- 0 Z W PLAN VAPOR BARRIER USED AS SOFFIT BACKER BOARD : RUN TIGHT TO ROOF SHEATHING FIRE CAULK W Q a Q E0 m I w W m H N W IX JOINTS AND SEAMS W/ HOT DIP 11 GAUGE GALVANIZED Z W to 0 W N I I w O Z Q 1e" HEAD NAIL @ 4" O.C. EDGE, 8 I- F O< 0 1L Q Z w 7 p O.C. FIELD. TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. Q W Z .z ww 4 Z 0 X 0 _ 0 ^ CURB STEP SECTION : � o a w w� z w o Q Ir (OPTIONAL SDWC15600 SCREW @ 32 O.C.) m � w 00 D w 4 I, a amWool-01:L" ZZWWZMD<lw zz Owlk�_ 2x4 NO.2 SPF SOLE PLATE W/ 12d w w w z w x Q W O Q �, v. z COMMON @ 6" O.C. z Lj W I F- a El z W W ?Z}ZQ�z'?ao00F wo U zo0Z>.LWWI10�ZZ1- w Ww0<m? tYQf.Z3i Q W W?Ojt,wto wo .mw4mHu . 'DASHED LINE REPRESENTS SHEAR F- � � PANELS AS LOCATED ON FLOOR FRAMING LAYOUT e/" TYPE "X" DRYWALL INTERIOR SIDE, 2x8 Q= Q Z z Z IQ v w w_ 0 P g m STUDS @ 16" O.C. FASTEN PER TYPICAL SHEET Z O Q H U O I 1 w w Z� • FASTENS BOTTOM PLATE TO PANEL W/ ROCK SPECS. 0 w Z tY Q H -1 1-6100 10d@3O.C. 0 UF-_3N0.NQOPz06 5/e" TYPE "X" RATED GYP/BD. EXTERIOR J • FASTEN CHORD OF SHEAR PANELS TO SHEATHING W/ HOT DIP 11 GAUGE GALVANIZED ILL LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. Z SHEET NO.: o ST-6 8" TYPICAL FLOOR DECK — 3 Yi' CONCRETE SLAB 2x4 NO.2 SPF OR BETTER @ F-- 16 O.C. MAX STRUCTURAL W/ .6x6 W1.4 x W1.4 , .WWF OR FIBERMESH VARIES '• 1. T° 8 MIN BOTTOM PLATE TO LEDGER EL DETAILS = '- — — °. °° 28" MAX O JOB NO.: FASTEN EACH STUD TO LADDER FRAME W/ MSTA12 @ 16 O.C. Q /�60941 � 6UBDIVI810N: VAPOR BARRIER \// r //.,/j,///�// •'A - O LQCI1 Lake MOISTURE BARRIER BETWEEN I' TYPICAL FLOOR DECK _j 8" PT. EXTENSION IN R MASONRYAND NON-PT LUMBER 2x8 PT NO.2 SYP LEDGER W/ V- OBRICK BY OTHERS LOCATIONS ON FND PLAN (2) ROWS 411 x 2 3/a" LONG Q LOT NO.: '1 •TAPCON ANCHOR @MAX 24" U 12" UNDER 1 STORY WALL '' �,'. O.C. STAGGER ROWS Z 54-57 WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO. S MOISTURE BARRIER BETWEEN -- BAR IN BRICK LEDGE 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Ya' x I MASONRY AND NON-PT LUMBER >- 16' UNDER 2 STORY WALL 2-%a" TAPCONS @ 24" O.C. STAGGERED WITH (3)#4 OR (2)#5 CONT BY OTHERS O FLOOR PLAN: 0 Building 12 5 GARAGE EXT WALL CURB SECTION I Z DESIGNED: (2) COURSE BOND BEAM w/ . 2x4 NO.2 SYP EDGEWISE LADDER (2) #5 CONTINUOUS IN EA. COURSE AS SHOWN I FRAME W/ VERTICALS @ 16" O.C. U SCP/J EF STAIRS • FASTEN TOP & BOTTOM CHORD W TO EACH FLOOR TRUSS w/ (4) 10d (2) COURSE BOND BEAM w/ (2) #5 I-- REVIEWED: COMMON CONTINUOUS IN EA. COURSE AS SHOWN W MGK I a FLOOR TRUSS TO BOND BEAM W/ Q REVISIONS DATE 8" PARTIALLY GROUTED META20 W/ MIN (i) 10d x 1 YZ' 2x PT FURRING SHOWN FOR (NOTE: IF META20 IS IMPROPERLY EXTERIOR CMU WALL W/ CLARITY. NOT HORIZONTAL AND VERTICAL I I INSTALLED, ATTACH TRUSS TO STRUCTURAL BOND BEAM W/ HTSM20) WALL REINFORCING PER PLAN 8" PARTIALLY GROUTED CMU WALL _m W/ VERTICAL WALL REINFORCING _w PER DOWEL PLACEMENT PLAN, Z 3 Y2"CONCRETE LAB W/ SHEET ST-2A > k+ I t, YZ S I O 6x6 W1.4 x W1.4 WWF OR' FIBERMESH W;., r k xr 0'-0" A.F.F. Mn: i tea•--•--e -a-------.--1 SWGS. CH. II Z °I Cn T: C14 , A�5TYPICAL FIRE WALL SECTION H :' E X We U ST-6 MHEM � VAPOR BARRIER LL 12" W/ (2)#4 OR (2)#5 CONT � STRUCTURAL EERING O .�`�� 08d - � J • TAI (� BEARING CURB STEP SECTION Al SEPARATION WALL AT STAIRS M:. �y 02 �.v v w •-p —;�: �o �. ST-6 C) c f)7.-C) Ndi 6 �cif5 > �V N co (n rZ N .0 M O LL O L TYPICAL ROOF DECK OVER 0 PREFAB WOOD TRUSSES TYPICAL ROOF DECK OVER O N C (EXCEPT FIRE TREATED PREFAB WOOD TRUSSES ul �.. (EXCEPT FIRE TREATED TYPICAL ROOF DECK OVER PREFAB 0 L 1ST 4'-0" OF UNITS. SEE N > 1ST 4'-0" OF UNITS. SEE o0 WOOD TRUSSES (EXCEPT FIRE N ARCH DRAWINGS.) TREATED 1ST 4'-0" OF UNITS. SEE ARCH DRAWINGS.) ARCH. DRAWINGS) O Y •— -._ __ - k x X k N I I. N O 11 I i I I° M C)I, , J LL LU II I 1 II J I I I Z4 t 1 I I I I O SIMPSON A35 OR EQUAL @MAX 48 I I . ,. GABLE TRUSS BOTTOM CHORD W/ GABLE TRUSS BOTTOM CHORD W/ GABLE TRUSS BOTTOM CHORD W/ C0 O.C. I I I I " GABLE TRUSS BOTTOM CHORD W/ I I I SIMPSON A35 OR EQUAL @ MAX 48" O.C., SIMPSON A35 OR EQUAL @MAX 48" O.C. (INSTALLED OVER GYP BOARD) (INSTALLED OVER GYP BOARD SIMPSON A35 OR EQUAL MAX 48 O.C. PRE-ENGINEERED ROOF TRUSS. SEE "WALL (INSTALLED OVER GYP BOARD) (INSTALLED OVER GYP BOARD)SECTION ROOF,' ST -5 FOR UPLIFT I I t , I I PRE-ENGINEERED ROOF TRUSS. SEE "WALL Q w SECTION @ ROOF," ST -5 FOR UPLIFT CONNECTOR. I 1 I I II I I iI CONNECTOR. e x W,�,, TYPICAL INTERIOR WALL DBL TOP PLATE: — TYPICAL INTERIOR WALL DBL TOP PLATE: N0.2 SYP DBL TOP PLATE W/MIN 24" LAP " NO.2 SYP DBL TOP PLATE W/ MIN 24 LAP SPLICE. 10d COMMON FACE NAIL 12t•M TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: � O C TYPICAL INTERIOR WALL DBL TOP PLATE. SPLICE. 10d COMMON FACE NAIL 12" O.0 _ N0.2 SYP DBL TOP PLATE W/ MIN 24" IAP N0.2 SYP DBL TOP PLATE W/ MIN 24" LAP TYPICAL INTERIOR WALL DBL TOP PLATE: W/ MIN (8) NAILS IN.LAR � W/ MIN (8) NAILS IN LAP. O rr NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP' N0.2 SYP DBL TOP PLATE W/MIN 24 LAP � ` V SPLICE. 10d COMMON FACE NAIL � 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12 O.0 SPLICE. 10d COMMON FACE NAIL 12" O.0 TOP PLT TO STUD @ 32" O.C. W/ SP2 TOP PLT T " ,. W/ MIN (8) NAILS IN LAP. W/ MIN {8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. 0 STUD 32 O.C. W/SP2 Y,a r W/ MIN (8) NAILS IN LAP. Z 2.. GYPSUM WALL BOARD W/6d 1.. ,� s GYPSUM WALL BOARD W/ 6d i�� „ z GYPSUM WALL BOARD W/ 6d "GYPSUM WALL BOARD W/ 6d COOLER NAILS. 4 O.C. AT PANEL COOLER NAILS: 4 O.C. AT PANEL " COOLER NAILS. 4 O.C. AT PANEL GYPSUM WALL BOARD W/ 6d 1„ COOLER NAILS. 4 O.C. AT PANEL a GYPSUM WALL BOARD W/ 6d EDGES, 7" O.C. !N FIELD. BLOCKING EDGES, 7 O.C. IN FIELD. BLOCKING EDGES 7" O.C. IN FIELD. L COOLER NAILS. 4 O.C. NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL BLOCKING EDGES, T' O.C. IN FIELD. BLOCKING „ AT PANEL COOLER NAILS: 4" O.C. AT PANEL In EDGES, 7 O.C. IN FIELD. BLOCKING a Z a NOT REQUIRED AT HORIZONTAL EDGES, T' O.C. IN FIELD. B XX z PANEL EDGES. � PANEL EDGES. NOT REQUIRED AT HORIZONTAL LOCKING - h W D NOT REQUIRED AT HORIZONTAL a w a a , ❑ PANEL EDGES. • - NOT REQUIRED AT HORIZONTAL 'd' 0 m PANEL EDGES. D Z a � PANEL EDGES. PANEL EDGES, Q D N D W IL Z f~ w V w0 IV I -p �❑ NOD? H vNn❑.�N � � a Z0�"-Wt1 a `> 0.a zwj-mvzz0 2x4 NO.2 SPF OR BETTER @ 16 O.C. MAX 2x4 NO.2 SPF OR BETTER 16" O.C. MAX 2x4 NO.2 SPF OR BETTER 6" as w w 0 m d a Q ❑ W w W w 0 O N W � N tn - D @ 1 O.C. MAX 2x4 N0.2 SPF OR BETTER 16" O.C. MAX 2x4 N0.2 SPF OR BETTER @ 16" O.C. MAX Z W w 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX 0 m w a w a FJ- D w - ❑ a (A CDma Z WJmzF-D Cj) a a� WWl- DZEl ZaDQL7UlIWWNF-`ww W QW ❑wI-I NONUa Z QIHNJaal-l..mzw<L F-H❑Q❑a a w7❑ 2x4 NO.2 SYP SOLE PLATE W/ 12d 2x4 NO.2 Y Q Z w ❑ z w 0 ? 0 D 0w �zmtL DW.I❑Qa SYP SOLE PLATE W/ 12d 2x4 N0.2 SYP SOLE PLATE W/ 12d 2x4 NO.2 SYP SOLE PLATE W/ 12d w I COMMON @ 6" O.C. COMMON (m• 6" O.C. COMMON @ 6" O.C. 2X4 NO.2 SYP SOLE m a w D ❑ ❑ w COMMON @ 6" O.C. PLATE W/ 12d — 2x4 NO.2 SYP SOLE PLATE W/ 12d 0 Q a U ° Z w w Z m ❑ a i w COMMON @ 6" O.C. " Of Z Q ❑ Z COMMON @ 6 O.C. - Z Q W w W a-Dm--a� • MSTA38 @ 32" O.C. W W w Z - X Q W a Q a w Z • DASHED LINE REPRESENTS SHEAR „ -' a w N . MSTA36 @ 32 O.C.w Q a I F- D V 0 w w • ATTACH STRAP TO STUD WHICH CONTAINS Z w w 0 I- Z N PANELS AS LOCATED ON FLOOR FASTEN BOTTOM CHORD OF . ATTA _. Z � Z Z � F- Z FASTEN BOTTOM CHORD OF TOP PLATE TO STUD CONNECTION CH STRAP TO SAME STUD WHICH -'Z �. Z Q D - _ a O D L7 Q w 0 CONTAINS TOP PLATE ❑ r, ❑ Z I FRAMING LAYOUT TRUSS TO LEDGER W/ 10d @ 6" O.C. TRUSS TO LEDGER T TO STUD CONNECTION N Z 4 a ERW/10d@8"O.C, C O Z ZDD Nw aN'z�,� • FASTEN BOTTOM PLATE TO PANEL W/ w Q 0) ? .- IY Q Z � 10d @ 3" O.C. DASHED LINE REPRESENTS SHEAR PANELS AS W w j w � F- w f �, Q LOCATED ON FLOOR •DASHED LINE REPRESENTS SHEAR PANELS AS w ❑ N w 6 H . N a v 00 FRAMING LAYOUT Q Q Z} Z W � w w • FASTEN CHORD OF SHEAR PANELS TO LOCATED ON FLOOR FRAMING LAYOUT _ _ I n a O Q • FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" O.C. 0 F- F- I Z P H O Z w 0 w F- a •FASTEN BOTTOM PLATE TO PANEL W/ " _ 2 w LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 10d @ 3 O.C. O Q - v � D I w Z TYPICAL FLOOR DECK TYPICAL FLOOR DECK • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ W � o •FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ 0 ' ❑ Z Q H J = Z D g TYPICAL FLOOR DECK 10d @ 3 O.C. OR (2) LTP1 ,- v F- _ 3 N a N Q D H _ u D TYPICAL FLOOR DECK 10d @ 3" O.C. OR (2) LTP1 � TYPICAL FLOOR DECK TYPICAL FLOOR DECKLL SHEET NO.: Z , ST -7 i f I I I I STRUCTURAL DETAILS I 0 JOB NO.: MOISTURE BARRIER BETWEEN : ` MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN ' p' Q AB0941 D MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER _ SUBDIVISION. MASONRY AND NDN -PT LUMBER •'• •' MASONRY AND NON -PT LUMBER MOISTURE BARRIER BETWEEN. •�' MOISTURE BARRIER BETWEEN BY OTHERS BY OTHERS BY OTHERS BY OTHERS MASONRY AND NON -PT LUMBER .•' . — , , .. MASONRY AND NON -PT LUMBER o Loch Lake " s ;• IRY OTHERS .: �. , BY OTHERS J 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Ya x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Ya x 2x8 NO.2 SYP PT LEDGER W/ 2 ROWS Y" x LL 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Ya x 2-3/4" TAPCONS 24" O.C. STAGGERED 2-3/a' TAPCONS 24" O.C. STAGGERED i' ' 3 " O a @ @ 2-/a TAPCONS @ 24 O.C. STAGGERED ( Q 2-:Y4' TAPCONS @ 24" O.C. STAGGERED 2X8 NO.2 SYP PT LEDGER W/ (2) ROWS Ya x 2x8 NO.2 YP P " : LO I (2) COURSE BOND BEAM w/ (2) #5 I Vim TAPCONS2-%u S T LEDGER W/ (2) ROWS Ya x T NO." CONTINUOUS IN EA. COURSERS SHOWN a @ 24 O.C.O,C. STAGGERED I TAPCONS @ 24 O.C. STAGGERED Z 54-57 (2) COURSE BOND BEAM w/ (2) #5 _- CONTINUOUS IN EA. 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