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Beach Avenue 1277 (2) K�VI N r M UL, L, I CAN I�� SIGN� I�, INC ( 90-4) -7--5 -55-74 ■ I mom ' ' I I _ _ „ _ ILII _ „ - I ' _ ” I II _ 11 _ " - I ' - ' � OWN _ '00 _ _ 1 1 1 1 1 1 1 1 _ woo ' _ I I 10-0 1 Qf` � 1 1 1 I 1 ISTING DRIVE EXISTING HOME 1 T REMAIN TO REMAIN 1 1 rn 1 1 , 1 , 1 I 1 EXISTING DECK 1 1 TO BE REFURBISHED 1 EXISTING GARAGE S TO REMAIN I It silo .W man I 1 1 D � I , _ " � I ' ,p Wo W ' City of Atlantic Sp?r•' Plarinir.g anu Zoning -"e,,ar;ment _ mom This approval verlf'< ^I 2n:e with applicable _ zoning. subdivis n and other local land 1 I mom ' ' ' I development reiulr ions, but does not constitute _ I _ 1 1 with Flord.,, Suil w --J,oval for the T -rndeall other Compliance able local, Stain ano I gat permitting requirements must be verified uy bq. "time of the City of Atlantic I Beach Building Ufticia- ;,rior to 7U* ce of e Building Permit. y Approved By: ,mun' Dett M or rn I i I No: DATE: REVISIONS: I 1 2 3 4 �� N ovA�rl o N THF, YAZ61 ' 5 ■ 1 architectural 5iAI�CHI-MCTUI�A �Pi SCALE: 1"= 10'-0" CI ,._ . _ - - -= Z ,� j 51TI� PLAN j AUG 1 ] 20304 i This drawing is an instrument of service and the j property o1- Kevin E. Mullican. and shall remain-his property. The use of this drawing shall be restricted to the original site for which it is pre- - -tv c.o pared and publication thereof is expressly limited to such use. Job No: 03-206 Sheet No: Date: I/13/2004 Scale: I'' - 10'-011 Drawn: K.Q.M. Checked: ■ Kl�V I N F , M UL, L, I CAN P� 516NFIP-I , INC , C 90.4) -7q-5 - 5 5-7q- HATCHED AREA DENOTES EXISTING WALL STURCTURE TO BE REMOVED. �71I���1I1�1�111=1 REMOVE EXISTING WINDOW. REMOVE EXISTING WINDOW. ---------------------- --------------------------- - ------ ------------- ------------- I I I I � I � I I I � , I II I I � I I I � I I I � I � I � I I I REMOVE EXISTING DOOR. oil I I I I I I I I I I I I I I I (� I ALL WINDOWS NOT NOTED TO I O O I I I EXISTING DECK TO REMAIN BE REMOVED WILL REMAIN. I I I AND BE REPAIRED. I I I I I I I I I I I I I I I HATCHED AREAS DENOTE I EXISTING WALL STRUCTURE TO BE REMOVED. I I I In I I � iii I I REMOVE EXISTING DOOR j I N AND WINDOW. I I I W I I I iii I I I ii I I ii I I iii II I REMOVE EXISTING j I HOT TUB AND FLOOR. Jill I , --- 00 IIII I I I No: DATE: REVISIONS: II II ❑ ' ' L---� 1 ------- ------- ------- ------- ------- ------- ------- 3 4 REMOVE EXISTING WINDOW. �� NovA�rl ON FOP THLf YAZ61 ' 5 I��MOL I�'I ON PLAN This drawing is an instrument of service and the property of Kevin E. Mulllcan. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 03-206 Sheet No: Date: 7/15/200-4 Scale: I/411-r-011 P I Drawn: Q.M. Checked: ■ KF, V I N , M UL, L, I CAN I21 516NFI P-1,j INC , HATCHED AREA DENOTES EXISTING WALL STURCTURE TO BE REMOVED. �7IlI���171�I�_Z_Z, r-------------------- Ir------------------- II on II II I I ii ii I I ii ii I I :H I I II 11 REMOVE EXISTING WINDOW. II " II " " n n II II II II II II II II II II II II II II II II II II II II II II II II II I I ii ii I I ii ii I I ii ii II II I I iii I Iim REMOVE EXISTING DOOR AND WINDOW. I I I I ii I I ii I I ii I I ii II II I L---------------- - L----------------- II II II II II I I REMOVE EXISTING WINDOW. II • II II II II No: DATE: REVISIONS: II IL---------------------------------------------------------------------------- A `---------------------------------------------------------------------------- 2 3 4 N 0 V AT 1ON FOP-1- TH F., Y I��MOL I�'I ON PLAN This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- 1 Jemol I�lo� Plan pared and publication thereof is expressly limited to such use. D2 SCALA: Job No.- 03-206 Sheet No: Date: 1/15/2004 Scale: 1/411-11-011 Drawn: K.Q.M. Checked: r K.F.,VIN F, MULAICAN P F15UNFP11,I INC , ( 90-4) -7-45 - 5 5-74 ■ HATCHED AREA DENOTES EXISTING WALL STURCTURE TO BE REMOVED. �7IlI���Ol�IIIII/I�' r—————————————— —————r——————————————————————————————————————————————————————————————————————————————————— Ir------------- ----- r------------------------------------------------------------------------------------ II II II II II II II II II II II II II I I --------- --------- --------- --------- --------- --------- I I II I I I I ✓,�j�f��llT��ldI11111I11II 1. I I II II II II II II - II II II I I I I , II II I I I I I I ;; II II II I I REMOVE EXISTING CLOSETS. II I I I I I I I I l : ' II II II II II II II II II II - II II II II II II I I I I II II II II I I I I I I ii ii ii H I I I I I I ii ii ii ii I I 01 II II II I I I I I I ii ii II II I I I I I I Jill I I I I I I II REMOVE ALL EXISTING �! I I I I I I WINDOWS ON THIRD FLOOR. I I I I I I = 1 I I I I I, ,I Ii it I I I I I I lilt ii a ii I I I I I I lilt II II II II II II II II II II II II II II II II II II I I I I II II I I I I I I ii i1 I� �I I I I I I I ii ii ii ii I I I I I I Mi I I I I I I Mi I I II II II I I j j 'r//fldllllllllUlllllll/Illlll�IZllfl I I ✓� 1 GSL�� I I II II II II II II --------- --------- --------- II II II II II II II II II II II IL_--__ --------------------------- ——— —————————————————————— L—_—___ —_—_—L—__ ——————————————————————————————————-- II II II II II II II II II II II II II II II II II II II II No: DATE: REVISIONS: II II IL----------------------------------------------------------------------------- -------------------------------------------------------- L————————————————————————————————————————————————————————————————————————————— 1 2 3 4 �L� N 0VATI O N FOP - THI� YAZ6115 PrI MO111TI ON PI,AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to Jernolition Ian such use. D3 5C&L : 1/4" -I,-O" Job No: 03-206 Sheet No: Date: 1/13/2004 Scale: Drawn: Checked: , co O O EPDXY S DOWELS THRU Z EXISTING FOOTING AT uZ EACH PIER LOCATION. p - - - -� 0 F- U.. - V Z ® Iuj NEW 36"x 36"x 12" PAD O L - - Q FOOTING (4 LOCATIONS) WITH (4) "5's EACH WAY. C� _ Q c U Z Z Q � I � Om I I EXISTING STEMUJALL (BELOW) uLL 0co N I I O Q z � 0 0 LD p • N cc —, Q 0 CL �- I - --� m F U) O I w [L -- I I I IL ~ I � z I I w T o o- `J } LL I I rT, WuiCL M N w NT . . z° I I H L - -J Q a EXISTING STEMWALL I i J I I W I I I I w EXISTING8"X1(o " FOOTING I I N ch � M # I � EPDX'*r 5 DOWEL THRU I I , . •;�� � c�'f�-�� � 6" EXISTING FOOTING AT Qp , EACH PIER LOCATION_ r --� C, I I � ••• 13, I E l I I ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, F.L. i 32257 Ph. (904)886-2401 Fax (904) 2604367 jhulseng@bellsouth.net NEW aro X 36 "X I2 PAD I SCALE: 31-011oOTING (4 LOCATIONS) %4" - � �- " o WITH (4) *J 'S EACH WAS'. • U.DO NOT SCALE HOOK *5 DOWEL 8 ' THIS DRAWING RELEASE DATE: MINIMUM 06-04-04 REVISION DATE: 00-00-00 DRAWN BY: DJ M 11 FO UNDA TION SECTIONFOUNDATION LAYOUT CHECKED BY: JKH SHEET: MULAICAN PF-1516mr, P, INC ,HATCHED AREA DENOTES NEW WALL STRUCTURE. NOTE:HATCHED WALL AREA WINDOW HEIGHT TO BE VERIFIED DENOTES NEW CONSTRUCTION. TO COORDINATE WITH EXISTING PLATE SHELF IN DINING. (3)2624 FIXED OBS 3630 FIXED OBS 3630 FIXED OBS 0 I I I I I I EXISTING STORAGE I I I 0 I I X IU= e CD I I I I v EXISTING DINING I I I CO � I � I LL C9 I Q L I o 2p . I � � I Cl) � EXISTING FOYER I I I I . I I ----- - Q EXISTING LIVING i i EXISTING SUN ROOM o -' O I I I I I I I I I I I I I I I o 0 I I I I I I I 34 I I I I I I Z re ----- I LL 1 I EXISTING KITCHEN i i i o I I I U) I I I o I I I ti I I I rn I I I I I I I I ---------- I I I I o 1 I 4'-0" '-0 '-0 EXISTING EXISTING NEW NEW XISTIN i i w LAUNDRY BATH TUB 6'X 4- LU BAR I I X- ROOM TUB o m I c4 O I m ❑ ❑ I I i No: DATE: REVISIONS: I I I e L---0J 1 (2)2020 AWN (3)2020 AWN (2)2020 AWN 2 3 4 :j N OVATI ON FOP THI- YAZ6115 PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to fi rst fl oor such use. A2 - I'-0" Job No: 03206 Sheet No: Date: 1/13/200. Scale: A2 Drawn: K.Q.M. Checked: ■ r �VIN F , MULLICAN P1� 516N� r,'., INC , 904) -7-45 - 55-7-- HATCHED AREA DENOTES NEW WALL STRUCTURE. 8'-10" y-0" r-------------------- Ir------------------- O II II 01 II II II II II II II II Z II � EXISTING BEDROOM EXISTING BEDROOM II Z IIj Lj - II C/) II NEW PORCH SECOND FLOOR PLATE II II rn II II II II II II II II II II II II II II N II II II II II II II II II II II c II II II II II EXISTING MASTER BEDROOM = II Z II EXISTING BEDROOM FX I I ® Z N II - II - II � II II II M II L-------------------- II ' II II U IIF711 L-------------------- ---------------- 5QWr FOV I/ 6l II , II , I I NOTE: HATCHED WALL AREA I I DENOTES NEW CONSTRUCTION. I I NSW POPCN; 350 5f. II II , I , I II , I I , II , II , No: DATE: REVISIONS: IL---------------------------------------------------------------------------- L----------------------------------------------------------------------------- 1 2 3 4 N 0 VATI ON FOP THIP YAZ6 P5 S�CONI� ��001� PLAN This drawing Is an instrument of service and the property of Kevin E. Mullicon. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- 50conJ floor Ian pared and publication thereof is expressly limited to such use. A3 SCAI�; I/�" - I'-O" Job No: 03-206 Sheet No: Date: 7/15/200-4 Scale: I/411--11-011 Drown: K.�,M. A5 Checked: , ■ V I N F , M UL, L, I CAN f�� 51GN� f�, INC , c 90-4) -7q-5 - 5 -'�2-74 HATCHED AREA DENOTES NEW WALL STRUCTURE. r—————————————— —————T——————————————————————————————————————————————————————————————————————————————————— Ir------------- ------ r------------------------------------------------------------------------------------II I ❑ I I I I I I I 9'-10" L_J II II II II II I I I I 2638 DH 2638 DH 2638 DH I I II II II II I I I I EXISTING CLOSETS I I I I TO BE REFURBISHED I I II II II II II II II II II II II II II 0 II II II II o M II I I I I cq II II M I I I I co I I I I `V NOTE:WINDOW MANUFACTURER TO I I I I I I VERIFY EXISTING WINDOW OPENINGS I I I I AND ADJUST NEW WINDOWS ACCORDINGLY. I I I I OWNER WOULD LIKE TO MAXIMIZE NEW I , r— 1I I I WINDOW SIZE WITHIN EXISTING OPENINGS. �—� II II - II II II II II II II = II II II II = Z II II 0nooco LL II II II I I I I ch II II N z II II M � II THIRD FLOOR SITTING Cn ca I I I I VAULTED CEILING II II rn II LL II II II II II II II II I ❑ I I I I I L_J II II II II II II II = II II � II II 00 II II M II II N Lj Lj II I I I I ch II II o II II II II II II II II II II II II F ISTING CLOSETS BE REFURBISHED II II I I I I 2638 D 2638 D 26 8 D . II II II II II II II II II I I I I I I r-1 IL_____________ _____� L___________--____________-----__----__________—__—__—___--______--_______—________— 101 L______________ _____- -__ _r- -______--_____-_----_--------_-__________-_______ ________-____--J L_J I I , (J, W 0 II I II , II , NSW PACK; 290 5f, II , II , II , II , II , II 1 1 i No: DATE: REVISIONS: II , 1 L-___________________________________________________________________________J L_____________________________________________________________________________ 2 3 4 �� NovA�rl oN F 0 P-1, THF, YAZ61 ' 5 THIPn F1,ooP PLAN This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— (7 -�,I� i r� f 1 oor �an eU�8 � publication thereof is expressly limited to***� A4 5C&�: I/4" - 1'-0" Jab No: 03-206 Sheet No: Date: 1/15/2004 Scale: I/411-1,-011 AA4 Drawn: K.Q.M. Checked: - ■ KF,V I N 1 , M UL, L, I CAN P F, 516NFP-"J INC , ARCHITECTURAL SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR NEW 9t-O"PLATE AT DORMER GRADE PLYWOOD SHEATHING OR 7/16"O.S.B.ON CONVENTIONAL FRAMING. ■ ■ EXISTING 8'-0"CEILING EXISTING 6'-8"PLATE III 11IT11 11111 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER OPEN RAFTER TAILS. o " 5 COURSES OF P.T. 1"x 6" C? " T&G SHEATHING OVER °D 00 P.T.2"x 6"RAFTER TAILS. is NEW CEDAR SHAKES ON 15#FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING ON EXISTING THIRD FLOOR EXISTING WALL FRAMING. 0 EXISTING 8'-0"PLATE NEW PAINTED P.T. RAILING 1111 11 1 ARCHITECTURAL SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR Hill H1 L GRADE PLYWOOD SHEATHING OR 0 11 11 if 11 11 IT 11 7/16"O.S.B.ON CONVENTIONAL FRAMING. co 111"41 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER OPEN RAFTER TAILS. EXISTING SECOND FLOOR 5 COURSES OF P.T. 1"x 6- 9 T&G SHEATHING OVER EXISTING 9'-0"PLATE ;- P.T.2"x 6" RAFTER TAILS. EXISTING 8'-6"PLATE NEW PAINTED P.T. SQUARE WOOD COLUMN. NEW PAINTED P.T. RAILING o � o� co NEW PAINTED P.T.WOOD PILASTER. UL Ll Li I L- NEW CEDAR SHAKES ON EXISTING FINISH FLOOR Illfil 111111 1 15#FELT OVER 1/2"EXTERIOR Yffil 11,11-JULILT H Li 11 111111-11 GRADE PLYWOOD SHEATHING ON EXISTING GRADE EXISTING WALL FRAMING. east elevation EXISTING 8'-0"CEILING EXISTING 6'-8"PLATE " 0 o io ly '. lily '' 111111 HIT 11 Ill I il ly if P ly 117177i, ii iy i, My 11 IIIYIIIIIYII—l[]TllllITIIIIIIIIIIIIII Ll 11 it It If of 11 IT EXISTING THIRD FLOOR 0 EXISTING 8'-0"PLATE FoFDAE: REVISIONS: 11 11 IT 11 111111 11 IT 11 111111 11 1-1111 liltil IIIIII lill If II III 1 11 IT 11 111111 11 IT 11 11 IT 11 11 1 IT 11 111111 111111 11 11 11111 11 IT 11 111111 111111 11 It Ii I I..IT 11 PAINT ALL EXISTING WINDOWS 111111 11 IT 11 1 If 11 11 IT I IIAL111 1-11i TO MATCH NEW THIRD FLOOR WINDOWS. 3 50 Ill I IIITII 11111 11111 11111 1111 IIITII ill I11 Lill H 111111 11 111111 1 11 11 11 4 1111 IIITII 111111 ill Iiii Will IIIIII A 1-111 111111 11 IT 11 111111 EXISTING SECOND FLOOR 0 P -, NOVAT1 ON -0 EXISTING 9' "PLATE EXISTING 8'-6"PLATE F 0I\ a " o a 00000 1111 IIITII Ill 11 �x �lor? ❑ 11111 111111 IIIT 11 1 1 111111 IIITII 111111 11 L El El ❑ 1111 111111 11 irl" it 11 U Li ���VA1'IONS EXIS This drawing is an instrument of service and the TING FINISH FLOOR property of Kevin E. Mullican. and shall EXISTING GRADE remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof Is expressly limited to such use. 2 W�St �I�Vat�On Job No: 03-206 Sheet No: Date: I/13/2004 Scale: 11411-l'-011 Drawn: K.Q.M. A� Checked: MULLICAN 1�� SIGN� I�J INC , NEW 9'-0"PLATE AT DORMER EXISTING 8'-0"CEILING ■ EXISTING 6'-8"PLATE 0 c� Q co pp 111111 Mill 111111 Will 11111 III ilitl 11 IT 11-HY I WIM 2WH&W. III 1 111111 1 T 1 111111 1 If 11 IT I lllIITIIJIITII IITII 111 11 IIITI ioI Mil IIIIIIIIII [TTI 11111 1ITI INW11 I I I I I,, EXISTING THIRD FLOOR 0 EXISTING 8'-0"PLATE IIIIIIIII IIIIIIIIIIII 111 11 11 IT III 11 IT 11 11 If 11 TN 1111 mi. U 1111 L o11111 WWI I ID=l m ifill 11#111 1 Oil I I I I WIT I I I JIM I 11 IT-11 EXISTING SECOND FLOOR fill. U U 11 111111 0 U 11 1111 1111111 0Mill Mill 111111 111111 111 111 1 1 EXISTING 9'-0"PLATE EXISTING 8'-6"PLATE III fill I T 11 11 IT 11 11 IT 111 11 IT-11 11 IT Il 11 11 fill IT11 111111 IIITII Ouill I IIITII 11111 111111 IIITII lilt Will IIIT-1IjIIIII IIIIII 1 11 IT 11 111111 11 If 11 IIT"JIT IITII 11111 Hull III 11 10 0 1 IIITII 1 11 11 Mill Mill 111111 111111 Ilifil 111111 IT [ 1 11111 11111 1111-11ITITIJI]TTIJITT-1111 ITI I UU11 111 11 Mill IIIIII IIII Mill 111111 111111- EXISTING FINISH FLOOR 1111 JIVMV, 1111 U 11 IPL U Lf 11 EXISTING GRADE north elevation I if 11 11 if 1111 11 111111 IIITI1 111111 11 1 11 111111 IIITII 111111 111111 111111 1111 11111111111 IITII 111111 111111 111 111 11 111111 IIITII Will I III Will 11111 11111 11 1 IT I IT 11 111111 11 ffill 1111 111111 11 if 11 111111 11 ITI!M11 IT 11 11 if 11 11111 1 11 lyl 111111 11 If 11 11 1 11 it 11 11 IT 11 11 if 11 111111 11 1 ilull 111111 pil ffil, ]Ill IIITII 111111 IIITI1 IIITI1 111111 111111 111111 111111 111111 111f 111 11 IT 11 111 1111111 IIIITT 11 11 IIITII Ill'"IIMJIITII,lllTll IIIT- 11 11 IT IFITTT`1-1 p,;,W.4T, 1 11 IT 11 11 IT 11 11 IT II il IT 1 11 IT 11 11 IT Ila" Fo*. DAIE: REVISIONS: I IIITI1 11 11 11 111111 11 IT 11 11 111111 ilifil 11 111111 11 IT 11 111111 111-1 11 111111 11 IT f 11 JIMI 1111 )1 11111 111 11 11 IT 11 11 IT 11 111111 111111 11 IT 11 11 IT 11 1 IT 11 11 It 11 111111 111111 1 IT 11 111111 11 IT 11 11 IT 11 1111-1 I IIITII IIITII III If 11 11 it 11 11-A 111111 11 IT 11 111111 111111 11 IT 11 11 IT 11 11 IT 11 111111 111111 111111 11 IT 11 11 IT 11 1111 11 11 If 11 111111 11 IT 11 111111 111111 111111 11 if 11 111111 11 if 11 111111 11 if 11 11 IT 11 1111111 11 IT 11 111111 11 fill 1 1111 111 11 111111 ilifil 111111 11 11 11 11 3 11 IT 11 w1wILIWI-I [LIJIJII U1 1111 11 it 11 111111 111111 11 IT 11 111111 11 If 11 11 IT 11 111111 11 IT 11 111111 11 IT 11 11 IT 11 111111 111111 1111 IITI1 IIITII IIITII Will IIITII IIIT 11 IIITII 111111 111111 IIITII 111111 111 4 ■ I If IT 11 11 111111 Mill Will 111111 111111 111111 RM III IIITII Wil 111111 111TII IIITII I1IT11 1111 11 IIITI1 111111 fill if 1111TI 1111 11 1111 11 11 11 IT 11 11 11 11 N0VATI 0 N 1111111111111f fill[ 11 1 1111 11 11 IT 11 1111 11 if 11 111111 111111 11 IT 11 11 011 Will IIITII 111 11 11 11 IT I Tl—fI� YAZ61 ' 5 IT ii III1jMjj.Ij 11 11 IT 1 111111 IIITII 111111 111111 111111 IIITII III 11 11 111111 11 ITII IIITII IIITiI IIITII 111111 1111111111 11-Ull Ill] 11 IIITII 11 11 ITZjjTj]]�=I1 11 IT 11 111if IU0 �X ,,1oP, ii IT 11 11 Il- IT 11 11 IT 11 111111 1111 11 11 if 11 111111 F-[,FVA-TIONS IT 11 11 IT 11 1111 nFulli-L This drawing is an instrument of service and the g I it 11 111111 111111 111111 property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. 2 south elevation Job No: 03-206 Sheet No: A6 SCALA; 1/411 - 11-01, Date: 1/15/2004 Scale: 1/411--l'-011 Drawn: K•�.M• A6 Checked: , GENERAL DESIGN CRITERIA: ROOFING: Codes: g comply 1 . Roofing shall with 2001 FBC Chapter 15. p y p E 7-98, A I AITC NDS AWPA APA Latest addition U.O.N Q 2001 Florida Building Code, ASC ACI, , .( ) - 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. U GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities 4. Asphalt shingles shall comply with ASTM D 3161 . having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all applicable codes and regulations. Z MASONRY: Q 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. U 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, QeQ sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi). 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced W without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. Q 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. Z similar situation elsewhere in the work except where a different detail is shown. � Grout shall be mixed to provide a slump between 8" to 11'. 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. W specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loading conditions. o Z to the contractor. a W FRAMING: 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building o 0 and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified by the plans and specifications. U i 8. Temporary bracing: a Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design ZoCD to keep structure safe and plumb until the entire structure is In place. Bracing F-I a . . shown on structural drawings is for the completed structure only. Specifications for Wood Construction. Z .. . w 3. All framing anchors and connectors noted on drawishall be manufactured by Simpson or equal. } 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. Cngs Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. 011 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated. U_ r� CONSTRUCTION NOTES: 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. W a- N CONCRETE: W 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. Z o 0 1 . All concrete shall have the following minimum compressive strength at 28 days: w slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for Q a- footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. �i � U_ 2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor W 8All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" at edges and ends in conformance with ASTM-A 185, or . T t� Fiber mesh Reinforcement shall be used with minimum 2" fiber length at 1 LB/CY complying with ASTM C 1116. a9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at i n other I end reactions of all girder trusses. LO 3. FIII under concrete slabs shall be clean sand free of debris and o er de eterious material. FIII shall be compacted to a LU T- density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite ����� U) poison before slab is placed. 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's licensekn `..•••••••. s� 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and D Densit ASTM D1557 for a de th of at least two feet. 2' below the bottom of the footin installation drawin s showin size, sha a and la out. �5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . LLP :. ? �. gravel concrete with minimum compressive strength of 2500 psi at 28 days. •••••• of FL. CCS ��a t 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with ( ) 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel hurricane clips or anchors as noted in the Truss Connector Schedule. 2955 HARTLEY RD., conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, SUITE 202 (latest editions). JACKSONVILLE, FL. 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. 7. All continuous vertical and horizontal reinforcing steel in footings, beams and 32257904 columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. STEEL: Ph. ( ) 886-2401 Fax (904) 260-4367 8. The following minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, jhulseng@bellsouth.net 3"--------------Concrete cast against and permanently exposed to earth. (latest editions). SCALE: 2"--------------Concrete exposed to earth or weather, #6 Bar and larger. N/A 1 1/2-----------Concrete ex osed to earth or weather, #5 Bar and smaller. p � a. Welded connections------------------------------ AWS D1 .1 • U.O.N. 1 1/2"---------Concrete not exposed to weather or in contact with earth for the primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 • DO NOT SCALE ties, stirrups, and spirals in beams and columns. THIS DRAWING c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 RELEASE DATE: 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 03-25-03 lap. (U.O.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 06-07-04 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CF/ DJM II structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: JKH 12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete", ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: STRUCTURAL NOTES STUD TABLE ( n BRICK VENEER I. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE STUD SPACING FOR EXTERIOR LOAD BEARING WALLS �-�--1 1"AIR SPACET " CEILING No. 2 SPF No. 2 SYP No. 1 SYP r T&G STURDI-FLOOR ero u n DECKING NAILEDAT6'oc. LEr+cn+ A MINIMUM OF 4-O AND NAILED WITH 12- Ibd GOM MINIMUM 12- 16d or NAILS OR I6- 3 x .131 GUN NAILS. HEIGHT x x x x x x �,� ON EDGES AND I2"oc.IN Cur CUT LENGTH SHALL BE 44" 16- .131" x 3" IN THIS 1/2" x 10" ANCHOR BOLTS 0 32" o.c. THE FIELD, LEHM FOR16"DEEPJOIST DOUBLE PLATE NAIL w 2. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR . w/ 2" x 2" x 1/8" WASHERS ZONE (TOTAL) V 8 ft. 16 oc. 24'oc. 16'oc. 24'oc. 16'oc. 24'oc. 2 x 4 PT SILL ON SILLSEAL SHANK OR SCREW SHANK 131" x 3" @ 8"oc. BRACED PER DETAIL. 6d COMMONS MAY ALSO BE STAGGERED �� :: 9 ft. 16"0c. 24"oc. 16"oc. 24'oc. 16"oc. 247oc. w/ SST- SPH4 0 32" o.c. USED. 3. ALL E S BE NAILED T oc. OR 6 oc. 4' or GREATER (A5 NOTED) ON ALL EDGE5 AND 12" oc. INTERMEDIATE WEEP HOLES MIN. SPLICE w/ 8d COM NAILS N.O.N.) BLOCK ALL UNSUPPORTED 10 ft. 16'oc. 24"oc. 16'0c. 24'oc. 16"oc. 247oc. 0 48 0C.- ALV. FLASHI G CLEAREDGE5 WIT}-I 2x4 FLATWISE BLOCKING. SHEARWALLS 6I6, 1 xl R. MORCEMENT SPM 2- BE 15/32" GDX OR x/16" 05B. N.O.N.) 11 ft. N/A 24"oc. N/A 24"oc. N/A 24-oc. V f f BLACKING OR SOLID (MIN. (3) 12" 2- 2z_ TOP PLATE 4. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ f \ BLOCKS) NAILED w/ 4- .131" x 3" 5PH4/& AT EACH END OF HEADER AND NAIL w/ 12- IOd 12 ft. N/A 24"oc. N/A 24"oc• N/A 24"oc. -1 GRADE 45'MA� 2x- STUDS NAILED TO EACH X 1 1/2 NAILS OR 12- .131"x 2 1/2" GUN NAILS. 6 MIL OR BARRIER OVER OTHER w/ .131" x 3" 0 6"oc. 2x_ STUDS 13 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. TR COMPACTED FILL STAGGERED 5. HEADER STUDS AND HEADER CRIPPLES SHOULD BE „ ew NAILED TOGETHER AT 6"oe. w/ 12d GUN NAILS ( .131x a 4- .131" x 3" NAILS AT EACH 395TA66ERED. CLIP UNIT TO SHOE PLATE WITH 14 ft. N/A 16"oc, N/A 24'oc. N/A 24'oc. V J Provide mininun 1• BLACKII '' I 3 #5's CONT. enddstarnce I- SPH4/6 Z CLIP AND NAIL WITH 12- IOd x I I/2 NAILS !_I__I SST- SPH4/6 Z® N.O.N.) 15 ft. N/A 16'oc. N/A / 24"oc. NAIL -10dCOM TOP AND BOTTOMT;, MIN. 25" LAP 0 CORNERS SST- SPH4/6 ZO / 16'oc. N A 8^ IN EACHHE END LENGTH T P AND BOTTOM 69�� . ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED (TOPANDBOTTOM) TO WITHSTAND THE DESIGN WIND LOADS. 16 ft. N/A 16"�, N/A 12"� N/A 16"oc. SinpsonStrong-Tie HOGANCHOR BOLT WITHIN 12" OF - CS16 AT 32•oc. CORNER 2 STORY CONDITION -1. ALL CONNECTORS ARE Simpson OR EQUAL. N.O.N) NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25 AND - ANCHOR WITHIN 12'OF EACH SIDE OF SILL PLATE 5. FOUNDATION DESIGN 15 BASED ON MINIMUM 501L CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESSAND MIN. %•SHEATHING. A TYPICAL MONOLITHIC FOOTING H/ BRICK VENEER BREAK BEARIN& CAPACITY OF 2,000 5F. h H TYPICAL 2-STORY BETWEEN FLOOR STRAPPING BREAK IN SILL PLATE p '-SPF STUD GRADE MAYBE USED ON VOR LESS NOMINAL PLATE HEIGHTS ON SINGLE v , SCALE: NTS STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. l \ V 1/2" x 10" ANCHOR BOLTS 0 32" o.c. �" �" �" MANUFACTURER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR w/ 2" x 2" x 1/8" WASHERS 2 x 4 PT SILL ON SILLSEAL TYPICAL FRAMING OF CORNERS AND PLATE LAPS SIMPSON LTT20 10.16d COM NAILS HTT16 518"x 6•WEDGEANCHOR 5/8"THREADED ROD WITH MIN.10"EMBEDMENT t � w/ SST- SPH4 0 32" o.c. BOTTOM OF SLAB V / 6x6, 10. WWM OR INTERIOR BEARING FOOTING USE EPDXY ANCHOR HTT22 N/A 5/8"THREADED ROD WITH MIN.10"EMBEDMENT FIBERMF i REINFORC ENT MMIN. ONLY WITHIN SIMPSON HTT16 18-16d COM NAILS 12' #5's CONTINOUS 6"OF EDGE CONCRETE LTT20 112'xr WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT O 0 3' l 1 h PLUMBING WASTE LINE TRUSS SIMPSON Hrr22 32-16d SINKERS pHDB N/A 7/8"THREADED ROD WITH MIN.15"EMBEDMENT `J V rll II II I-III 3-16d COM 0 EA. SIMPSON PHDS 24�x3'SDSSCREWS MITEDA AN IERTED OVER BLOCK (TYP.) 1^l H 8" WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL tai EPDXYSYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR HILTI"HIT"OR ED EQUAL APPROVED Z (1 2 A5's CONT. BOTTOM OF SLAB 3-12d COM (TYP.) V J MIN. 25" LAP 0 CORNERS 4•MIN. 1 8 INTERIOR BEARING FOOTING 2x4 BLOCKING @ 24"oc. EL 1•-4" 2 STORY CONDITION, USE J 16" WIDTH & 3 # 5's CONT. 12• xs•s coNnNous NAILING SCHEDULE v (� 3• REVISED 11/25/02 LL O TYPICAL MONOLITHIC FOOTING PLUMBING WASTE LINE SHEARWALL CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 B LOWER REBAR AND FOOTING • IF NECESSARY Lap in double plate 12 - 16d common 16 -0.131" x 3 1/4" gun nails 20 - 12d sinkers T M TYPICAL INTERIOR SHEARWALL TO TRU55 CONNECTION 6" o.c. on edges and 12" o.c. in the v W field with 8d common, box, screw 6" o.c. on edges and 12' o.c. in the 4" o.c. on edges and 8' o.c. in the a 4" CONCRETE SLAB w/ SW - shearwall shank or ring shank field with 0.131' x 2 1/2" gun nails field with 0.099" x 2' gun nails 6x6, 10x10 WWM OR z Z FIBERMESH REINF. PLUMBING PENETRATING INTERIOR BEARING FOOTING 3' o.c. on edges and 12" o.c. in the �� O o field with 8d common, box, screw 3" o.c. on edges and 12" o.c. in the CA u))l 4- SW(3) - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails °., • sem- 6' o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x 2 � Z 4° SIMPSON PA 51 EMB.STRAP ENC. & PART. ENC. 1/2" Or common, ring shank or screw 1/2" smooth, ring or annular shank gun LU 7/16" Roof Sheathing, shank,4" o.c. edge nailing within 4' nails, 4" o.c. edge nailing within 4'of CO CL MIL VAPOR BARRIER OVER NOTE: / GARAGE SLAB THICKENED EDGE 120 MPH of roof edge and ridges roof edge 0 J EATED & COMPACTED FILL OPENINGS TO 5' / 11- IOd commons in each end (22 > LL ( # 5's CONT. O WIDTH USE (1) / STEMWALL Simpson LSTA30 total) � SPH4/6 Z TOP a 9 -10d commons in each end (18 LL OPENINGS LESS THAN AND BOTTOM 43" SHALL USE (1) KING �. / / STEMWALL FOOTING Simpson L S TA 2 4 total) TYPIGAL NON-BEARING STEP FOOTING & (1) CRIPPLE OPENINGS 5' TO ° / 10 - 1od commons in each end ~� C OPENINGS BETWEEN 7' WIDTH USE / Simpson H TS 3 0 (20 total) 43" - 8'-0" (2) SPH4/6 Z / ' 13 - 10d commons in each end SHALL USE (2) KING STUDS TOP AND BOTTOM / Simpson M S TA 3 6 (26 tota 0 1 & (2) CRIPPLES. SPH4/6 AT 32' o.c. W (U.O.N.) NOTE: (TYPICAL) z Simpson SPH4 12 - 10d x 1 1/2" nails IF OPENINGS EXCEEDS 8'-0' TYPICAL STRAPPING (UNO) a _ ° Simpson H 2.5 A 10 -8d c o m m ons (Total) Ld IN WIDTH SEE PLAN. NOTES: ANCHOR BOLTS ° (2) 10 - 10d x 1 1/2' in rafter; 10 - 10d w N °T MAY BE LOCATED Simpson H16 x 1 1/2" in plate O AT BE L SIDE 4 W , OF KING STUDS, Simpson LTS 12 5 - 10d commons in rafter& plates 5 - 10d x 1 1/2' nails in raftplates zer& u D Z 4" CONIC. SLAB 2500psi w/ #5 CONT or USE 1/2" PLATE MUST BE #4 BENT INTO FOOTING AND THICKENED EDGE 7 -0.148" x 1 1/2' nails in rafter& 1� FIBERMESH OR 6x6-10/10 WWM x 14" ANCHOR BOLTS NOTE: CONT. BETWEEN SINGLE SILL IS BOLT AND KING \ \ Simpson MTS12 7 - 10d commons in rafter& plates plates W ACCEPTABLE FOR STUD #4 VERT.-TYPICAL- Q a OPENINGS UP TO \ Simpson LTA 1 12 - 10d x 1 1/2" J J n l n l-uI 5'-1' WIDTH ANCHOR BOLTS ` 195 CONT. Simpson PHD8 24 - 1/4" x 3" SDS screws DE MUST BE WITHIN GF 12' OF KING Simpson MGT 22 - 10d commons STUDS Simpson HTT16 18 - 16d commons r, II I_Iml 1/2' x 10' HOG W CLEAN, TREATED, CTED FII. - Ir ANCHOR BOLTS PLACEMENT OF SIMPSON PA51 EMB. STRAP Simpson HTT22 32 - 16d sinkers -II a-u Iii-IiI-�II_I AT 32* o.c. (TYPICAL) C Uj TYPICAL FOUNDATION IN GARAGE D TYPICAL HEADER STRAPPING SPH4's @ 32'oc.TOP&BOTTOM= MAXIMUM TRUSS UPLIFT OF a_ 865#'sONTRUSSES SPACED SIMPSON MTS12 0 24"oc. �- 2x-RAFTER SEE PLAN FOR SIZE AND SPACING LL1 2 x 4 STUDS ® 16" o.c. ' " MAXIMUM TRUSS UPLIFT OF h �\�\\\"'� t, Cn O No. 2 or Bt. SPF 640#' ON TRUSSES SPACED , u SPH4's @ 16 oc.TOP&BOTTOM= , 2x4 LOOKOUTS AT 2d"x 7/16"OSB SHEATHING NAILED AS PER .••1•• NAILED AT EACH END WITH 24"�. �"7.• CLIP STUDS TOP AND BOTTOM (2).131"x 3"NAILS. NAILING SCHEDULE 2 x 4 STUD �6 •�, •.SIJ ; W/ SST- SPH4 ® 32" o.c. � � � �,�• ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 16OWS ALIGN w/ RAFTER 1/2" x 7" WEDGE ANCHORS SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. ROOF SHINGLES OVER 15#FELT 4" CON FE SLAB w/ SIMPSON MTS12 CLIP M, n ° 32 °.°. STRAP STUD TO DOUBLE /0 4 o • 6x6, 1 1G wWM PLATE w/ SIMPSON MTS12 / 4: FIBER �H REINF. AT EACH RAFTER 6 MI APOR BA OVER Zx4 $ NOTE:%s HARDI-PANEL SHEATHING MAY BE SUBSTITUTED ', •• +3.••• • G� \ TREA D & CO ACTS FILL LOOKOUTS. yEplgt>G NOT EXCEED IS" FOR%6"OSB SHEATHING SPECIFIED WITH A 6"OC.EDGE a NAILING PATTERN.NAIL w/6d GALV.COMMONS at 6"oc. "? 4 �^ a SIMPSON HI CLIP ON ALL EDGES AND SUPPORTS. NAIL RAFTER TO CEILING r' ( FL. l: 258461: 1 AT EACH LOOKOUT 2x4 BLOOKING NAILED AT JOIST w/ 4 - 12D com. (MIN) 2955 HARTLEY RD., (2) # 5's CONT. EACH END WITH(2).131'x 3• 8„ 1'-4„ 8.. NAILS. NOTE: FOR 2-STORY CONDITION SUITE 202 USE 1'-8" WIDTH w/ 3 #5's CONT. Z""�SNEATHINCt OPTIONAL FRAMING AT EXTENDED HURRICANE ANCHOR AT EACH TRUSS JACKSONVILLE, FL. TYPICAL INTERIOR BEARING FOOTING CONVENTIONAL FRAMED GABLE IN (SEE SCHEDULE) CLIP STUDS TO DBL. PLATE w/ SST- SPH4 @ 32 c. 32257 E �8��A END WALL Ph. (904) 886-2401 oc.EXTENDS RHANG NOT ExcEED 12" (2)2x_SYP DOUBLE TOP PLATE Wit 2 x _ STUDS Co? 16" o.c. Fax (904) 260-4367 Nx4 SYP at-12-2 x 4 STUDS 0 16" o.c. 8'-0"064M MR FROM GAt3LE OENAIL w/.131"X 3 Y4" No. 2 or Bt. SPF EXTERIOR FACE.NAIL TO EACH NAILS at 12'oa SST-SPH4/6 AT 32"OC. jhulseng@bellsouth.net CEILMG JOIST w/(2)8d NAILS \_ BEARING WALL STUDS TOP AND BOTTOM STATS STRAP at 48"oor W/ SST- SPH4 CD 32" o.c. EILNJOIST EQ COR E END WALL STUD: PER BUILDER'S SPECS SCALE: I G 1-011 1/2" x 7" WEDGE ANCHORS ix 2x4 at 16"oc.NOT TO Y2 © 32" o.c. EXCEED 10'-0"HEIGHT. 2x-SPF#2 STUDS AT 16"OC. _ _0 • U.O.N. 4" IMP3CN CSI&or LSTA24 6 00xx 10 R SIZES 1 O WWM OR SLAB w/ - STRAP at 48"oc.NAIL w/(8) (SEE STUD TABLE FO • DO NOT SCALE E SH REINF. 10d N EACH END. R7WALL CEILOENAIL ABLE END WALL AND SPACING AT VARIOUS HEIGHTS) STUD To DouBLE TOP THIS DRAWING NG G PLAT WIT14(3).131"x3Y4" RELEASE DATE: 8 -6 MI v ruR BARRIER OVER OUBLE TOP PLATE 7/16"OSB SHEATHING NAILED AS NOTED 03_25_03„ r TREATED & COMPACTED FILL (2) # 5's CONT. STR WALL ABLE END WALL STUD CONSTR REVISION DATE: �. V-4" NOTE: FOR 2-STORY CONDITION USE 1'-8" WIDTH w/ 3 #5's CONT. 01-12-04 3)W NAILS TYPICAL FRAMING AT F TYPICAL INTERIOR BEARING STEP FOOTING CONVENTIONAL FRAMED GABLEDRAWN BY: x4 BLOCKING REFER TO SHEET S2 FOR FURTHER DETAILING Lit/(4)-131"x 3" END WALL DJM II NAILS ALL MEMBERS SHALL BE SYP CHECKED BY: OUBLE TOP PLATE J KH EAP OMPA ED FILL -I BLOCKING DETAIL - NOTE: IF AGO TREATMENT 15 USED ON SILL # CONT. PLATE-ALL NAILING INTO SILL PLATE SHALL REQUIRE SHEET. HOT-DIPPED GALVANIZED NAILS MEETING A5TM A 153 SPEGIFIGATIONS. TYPICAL EXTERIOR WALL SECTION TYPIGAL THICKENED ED FOOTING TYPICAL GABLE END BRACING IF BORATE TREATMENT IS USED GALVANIZING IS NOT smi Cj REQUIRED. FLOORS- LIVE LOAD= 40psf DEAD LOAD= 15psf DOUBLE RAFTER WITH DOUBLE DOUBLE (CARPET or WOOD) _ _ _ _ _ _ - _COLLAR TIES AT DORMER _ COLLAR TIE_ - - - - - DEAD LOAD= 20psf - - - - - - - - - - - - - - - - - - - - - - - - (TILE) LLAR TIES AT S'AFF. I I DEFLECTION CRITERIA: NAILED TO RAFTERS AT EACH CARPET or WOOD= U480 LL END WITH(8).131 x-'i NAILS. I I U240 DL I I I TILE= U600 LL U360 DL Co ROOF(TRUSS} ITH 2RxS DGET • I LIVE LOAD= gC 10psf MAL`E,S. TYPICAL EDGE STRIP 5) DURATION FACTOR: 1.25 a _ 4.41 DEAD LOAD= TC 7psf BC 5psf HANDRAIL I Z \-TYPICAL INTERIOR ZO E (4) ROOF(CONN.FRAME} RAFTER LOAD= 20psfLL � � W M 2x8 LEDGER NAILED TO STUDS AT 16"oc. INSTALL 2x6COLL II CEILING LOAD= 20psfDLL z NAIL TOP OF SHEATHING DURATION FACTOR: 1.25 w/ C4) .131"x 3Y4" NAILS s IES�,�DW1T'�R MINIMUM 3/$II PT PLYWOOD �3•NAILS AT EACH I 10psfDL � � LU SHEATHING. 2xro RAFTER AT 24"oc. EXISTINGRooF =) WIND DESIGN METHOD:ASCE 7-98 BUILDING CODE:2001 FLORIDA 1LDING CODE FLOOR MATERIAL BY OTHER � /6 OSB SHEATHING Z ����� I I BASIC WIND SPEED: 120 mph � 1 � I I BUILDING CATEGORY:II ATERPROOF MEMBRANE AND � lxrio TSG w/ (3) Sd RING SHANK � ti II W ��\ WIND IMPORTANCE FACTOR: 1.00 O M W 3/4 PT T 4G� FLOOR SHEATHING \� I I WIND EXPOSURE:c _ I I M3TALL DOUBLE RS I I DESIGN FOR ENCLOSED STRUCTURE AT EACH SIDE DORMER I I V WIND PRESSURES ON WINDOWS 8� DOORS s � > r- Enclosed Structure = II II SOLID BLOCKING AT WALL IMPSON LTS1ro CLIP FROM EACH I I I I AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) 0 RAFTER TO RIM JOIST. II II Pos Neg Pos Neg 0 (� SIMPSON LTSIro AT =_ __ _ - - _ _________ 0to20sf 35.4 -47.4 35.4 -38.4 0 32 OG.. 20.1 to 50 sf 33.9 -44.1 33.9 -36.9 D- 50.1 to 100 sf 31.8 -39.9 31.8 -34.8 E EXISTING BEARING WALL 2x6 PT RIM JOIST 100.1 to 200 s 30.0 -36.91 30.0 -33.0 0 ROOF FRAMING LA`�rCUT 3/ 11 _ 1 1-O 11 200.1 to Design sf 28.5 -33.6 0.1 31.5 Base Design Pressure 30.00 GCpi=t0.18 L.LI O 2x(o PT FLOOR JOIST (2) 13/4"x 11%a" LVL BEAM 16 0 � CANTILEVER JOIST TO FACE AT 121100. REM OF EXISTING RIM JOIST w 2) SIMPSON MSTA24 AT EACH POST 5IMP50N H2.5A o o CLIP AT EACH Co Lo JOIST 6 I---� Ori aw. 0 - - - � }o U- - 2x6 JOIS AT -1 24"o LL I II 4x4 PT POST Co REM 1 I o 0 `" � N II 1 � - Nd- II -nMO I 00 J M I I � Lo 1-01 C\I N LL x � � uj C13 I -j LL � J r-I� = I �j► W Jzo V I- O N X14W � � Yco 1 13 I _ � Z U co 2) SIMPSON M6TA24 AT EACH POST X I -i EXISTING FLOOR JOISTS w 110 I Lo o 1- Z I I W LL CV IW wI _ I� X I I tD I rT1 I D r❑� �o �+m-� I I Z � _ 1 a XISTING FRAMING � _ V 1 REV.1 A 1 1 tA m M cy II -1 1 ` = z I 111,1 w II c , I 1 N � GL1L r I 2x& OI S5 AT - - - -- -- J 240 F pro I DO NOT SCALE';' THIS'DRAWING l I RELEASE DATE: 07-13-04 I I REVISION DATE: 08-10-04 - - - - - DRAWN BY: DJ M 11 CHECKED BY: 5ECT II `1 OA - A ( FP--,EAfR F0F,,,C If _ 11-011 JKH SHEET: SECOND FLOOR- ROOF FRAMING /411 _ 11-011 THIRD FLOOR DECK- FLOOR FRAMING /411 _ 11-011S _2 4 -- - - r