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Viking Lane 550 I Z • S �SM'TT- -� 7 ' S' Eslu oc, { I .' zl' I, say 5410., i , 2-( 21 { 1' �z-�p' i 21 F. 2Z-cv' F F F' � 7I•c_," O10 -!a 0 ' 0 34`U' 11 D 11 _ 10 Z.1 ' p _ T- Lw cOv N ►v N ZLl' ?Ci'p S"TfF zo 1S-O 5, 2a' s"�H � z!J •u' TN _w m 00 -" ti FK 4 2 , 23`3-� AN, 2- ( -;A., 2.- 4- 2- 2- S E AF-AR0VED �-� CITY OF ATLANTIC BEAU BUILDING OFFICE JAN 2 6 1976 � �� -- NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE: PROFESS I O N A L ® E S I G N S B Y LARRY N � PHONE 744-1812 SCAIE DATE DRAWN 8Y PLAN NO, SHEEP WILLIS ,i 7530 MERRILL Rp., JACK50NVILLE, FLORIpA 32211 ' ' _ u 1 . 2 �<7 OF I ! i Q "C00C, bLAb N/*;a ep mll ON 69 I Oki , I 1 11 i { 4 , 1 I I 1 I j U1•'-*1l � f i Ii 8 I • OW VAPOR E421FR Tp le v ed 6LAb 1/ila' I Gly egg, !Ab JV/'-i-to j lo7t C 'NW C7 , gyp , 1 , i 4I I �, _O ! V : DTUDATI I i I[nx ICo X 8ti INAS, CgtitG,.�jG I`1� j Ii I , NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE: PROFESSIONAL DESIGNS BY LARRY WILLIS , I 7530 MERRILL RD.PHONE 744-1812 ACKSONVILL, FLORIDA 32211 SCALE DATE DRAWN BY PLAN NO. SHEET I/4 :: i - 0 11 /60/77 VA, I .� ,��& I of 3 BRUNING 40-107 28723-3 Ort _ t_- -- ------- 2AµC,�, ASP,4p, - PAT Iwo C' ^� lot ILI _ z 6l., - tic ». e' T D t4 4. N I IQ� d t 10it IZ �. �t �tl I -�-� I p 771- it v ! cl a- �t 6µok _� 4 0 ILLUM, cc's ce � I la � rC-• ca44 spy - I- .w 32 I i f t'l,�l-- U06 No - pp �. ter . 8 y�loOp LIP ,rE.►!�,J, I I 1 Ka 1 u i 0 g W, L� I ', q ( �f ILAccE56 I CaNT 2r� - J �7 ' C � 507 LLL Y�,<�I � t+�TftY ---"�---138 -.-`. -.. .. .-..-.... 1 i PAT 10 Ito loop I a cL0Q2. OL,AQ x 4 �✓ CAIJ7' ✓ '1: ICo _- NOTE: CONTRACTORSHALL VERIFY ALL 100 i lan DIMENSIONSON SITE: .. .-..._..._.._.�_._._.-._.-..._.._..-.________-__._._��._.._.-_-_--_--•--------.______�_____ _.._._.-__._ ._-.�_...--_-_.__..__—_._....___���-___-- DESIGNS WILLIS, PHONE SCALE DATE DRAWN BY PLAN NO. SWEET 7530 MERRILL RD., ACKSONVILL, FLORIDA 32211 VROFESSIQNAL BY LARRY INC .' - I OF � BRUNING 40-107 28723.3 550 t195 Ln comp )o . �RIi.IL KI u4 $�SGIG am D Al,SQUI fftl ----�� --N-' PT-.WMD, 14T, -�-_ (go A Del ,r �` . , 0 W-0 4010 7. 7 41 Li j - y kms.. �'.•�� 4 {4 , r - ..._......._.... -. .. ..... .... _ -..-. - .._._-... `Y� 'r t 1I I i •.I .h _ r w t t I , f � b �■ I t; :a 'rie 1 r -� F•� , p i 1• I i ` �, :� N• 4 --•.. r. 1� 1• - 1_. ww"YY `� �. f � �� `1, 1'"�-.� fil - � } r 1 I' �', .,.;;, 't. I;., •, ..: -. - - x _a �..� -.... _ • •-.: -.= r - • .. . _ �''�,��.t� IYI _ _ cJ/rr a w S ;;fik - C Pf I � r�.. 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WHERE CEILING JOISTS FRAME q, Q:4� _- 1- 5 ROD 5, ix GENERAL NOTES � � a► � *4 2_115 RODS TO PLANS, DELETE INFORMATION A1" RI 7HT ANGLES TO RAFTERS, - �_ra - CONC,BM.; 3000#P.S.1.; 28 DAYSAND CONC.BM. 3000 P.S,1. REGARDING CONVENTIONAL ROOF PROVIDE. 2"x,4"- TIES AT 4$ O.C. :41 �— II xBx 18 FLAT BAR, BUTT WELD p 28 DAYS ®11• TO ANGLE IRON AT QTR, POINTS. �'• INFORMATIONFRAMING. FOR f=OUR (4) JOIST BAYS ; AND ( 3 REQ. -0g RODS ) � -�.�'" T- 2_ PROVIDE SOLID BRIDGING UNDER. � � 2-15 RODS WHERE CONCRETE CONCRETE BLOCK ADJOINS 6" BRICK G , „ NORWEGIAN BRICK AT CORNERS, �._ a 31"x5" x3" ANGLE IRON BEAM OVER 16-O. OPENING INSERT 1- 4 ROD (VERT. ) IN EACH CELL, �� 2 8 (UP rO 34'-OA'WIDE //OUSE J FROM FOOTINGS, AND FILL CELLS =r ��-�_, BEAM OVER I6'-0' OPENING �� �_.._� ( UP ro 3/'-O" WIDE HOUSE) _. �a ,� �� r WITH CONCRETE . 1 x6 (PT.) a 2 x BOLTED TO MASONRY 2 �� W/ 3-"' BOLTS ; 1 AT TOP B BOTTOM, _ �� �.�- _ � .x a'STUDS t AT MID-POINT J �- _ a �« 16 /24 O.G. gni2"X 4TIE I"X 2"FURRING 0 16"O.C, -- � c -- CEILING JOISTS o # —SOLID BRIDGING c ray �a T [ter 2�' 4 VERT. IN CONIC. / PZZIr3) _.._..._ 2"X 4" NAILER � � /� �' ! // � FRAIrl E WA L_ - 1-0 MASONRY WALL NOTE : SEE No re 1 rABUVE J COMPOSITION SHINGLES --- - 15# ROOFING FELT - ;—�T 2"x B�� RIDGE BD. Its PLY W'D — _._ _ . _ 1 2"x 6" RAFTERS @ 16"O.C. ROOF DECK 1� _. -- _ ��- COMPOSITION SHINGLES r _, _� 15#ROOFING FELT '. � !"X 6" COLLAR. @ 4B" 4.C. ----� - I" 2 PLYW D ROOF DECK 2'x 4" -._ ROOF BRACING - - PURLINS (3 48"0•C. ( MAX.) ' ` �,� HURRICANE CLIP EA. RAFTER --INSULATION CLG. JSTS. @ 16 0.C. ��= �(� _ -_~ ( sEE Ft.00R PLAN FOR SIZE) MTL. DRIP-- �'� INSULATION +�7: - "DRYWALL CRIPS 2-2"x 4" FI- 2k4" v PLATE PLATE �-• I �!�. . ,�.. 2'x 6"(PT.)PLATE- a:v : ,� " -. -- 1'x4" (P T.) - -1 x 2 (P.T.) i I I W/ DRIP BL K. I I' ! I NAILER - PLYW D SOFFIT x IO ANCHORS ` I I 72" O.G. IN ' W/SCR N D VENT " �� ' , ON 2`x 4" FRAME 5 x t2 #ONC. BM. FASCIA DOORS OPENINGS 2"x ��" I "x " II�� BOXED EAVE W/ 2 - 5, CONT. S.R."= i 2 4 ALso sEE PLYW'D SOFFIT STUDS -STUDS ( RAKED EAVE 2"DRYWALL -OR- �%� W/SCR'N'D VENT it It ��- i RAKED SAVE @ 16"O.C. @ 24"0.C. �� J AT RIGHT ) INT. FINISH -- �® C.O. = i-) 1"x 2"(RT.) FURRING �r�� ( ALSO SEE CASED I I� > WINDOW UNIT C�� BOXED EAVE 2-2Msx 8" 00 ' INT. WALL INT. WALL I I� (G'AULK ALL. ABOUT) e 16I' O.C. --� AT LEFT ) HDR. BM. (I FINISH FINISH INT. SILL — I �J W/ Cox 4 (P T.) rl (DRYWALL) (DRYWALL) I-� ' NAI LERS T. 8r, B. ( SHOWN II"� ROLOK SILL NORWEGIAN INTERIOR OPENING n I r � BRICK (12'z3'X5") 4'(P INSULATION FIN. WALL; - j DETAILS f ( IxT) GROUT FILL EA SL. GL, DR. ] NAILER ON UZA FM TRACK ] BLOCKING - FLASHING NOTCH (PT ) �� (AS REQ.) (UNDER ) SLAB 2"x 4'(P T.) 2"x4"(P.T.) 4 BASE M SOLE SOLE �� �► 4 CONC. SLAB SLA6R ] CURB I - ��W _ _ du= NOTE: W/6x 6,010 W.M. L , -_._ _._..__ _- -� sEcrloN a DETAIL ::�. ? �• 7''. ..y .._ n ' i ."' a SIMILAR EXCEPT _.-._. FIN. FLR. SLAB q :'o.. t' ,. {I �` 1; Q .i �. . ; :.a• ; 0:'4'' S AS SHOWN v ; .p 4: : �. • ® may. :•�;.a a a• {a ® FF � +I ....�.�. ., a _ ) VAP 0 R e ❑. � .� . ".u'. .� - 4"•..V:. C1 ` O co �. �. BARRIER W NAT - " ILL GRADE 7 �a I I r - 4"C O N C. B L K. 12 A j 3 3 I •`a :asp. cV (ALL ABOUT) 4 .� ------ of N I _ 4 a. ;a: v'• ._ -_. 2� C 0 N T. THICKENED SLAB _- .�.. -��' »I _ LOAD . SEA RING NON-SEARING I.� � .�3 ' SL'D'G GLASS DOOR DETAIL DETAILS Y I'- _ u INTERIOR WALL SECTIONS a o o NOTE : VEG. Sr BUG POISON SOIL UAIDER ALL SLABS WALL SECTION THRU WINDOW TYPICAL WALL DETAIL 744-1977 PROFESSIONAL DBY LARRY W C . 7530 MERRILL RD, PHONE JACKSONVILLE, FLORIDA 32211 NORWEGIAN BRICK �5 ( Ings