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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: ( I.4. 1 rl REVISION FEE: LOCATION/SITE p ADDRESS: PERMIT # % 6 Co -©�6 ) 6 RECEIPT # l �0 ILO A PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ��A ff� FORT PIERCE, FL 34982.5652 D (772) 462.1553 NOV 0 9 2017 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: /� 8 c— ryl �T F/��lCoi^ S - A 6 fA&IE aNL % CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C,&-' 0 135-32 ST. LUCIE CO CERT. #: BUSINESS NAME: C,DA6.S-,AL fitiD DE51el c , QUALIFIERS NAME: ADDRESS: 1.-9/z *20 azo CITY: STATE: gL PHONE (DAYTIME): 7?2 2-6o 751 y FAX: OWNER/BUILDER INFORMATION: NAME: ,CAUL. ynle left ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: jAyn C-S CITY: jt9 PA -NU PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 0-cl4 STATE: Lk F ZIP: ZIP: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 L15 16 z 7• 32" TOPPING 0 Z �N n 7SECONDARYUR (BY G.C.) _ 0 A �NGROUTING BUTT JOINTS(BY G.C.) QN (BY G.C.) 32" TOPPING ®012 " N CY #4 BAR CAST IN BEAM AT '� 4'-0" O.C.. #3 BAR CONT. t 6" U.S. TOP OFF FLOOR TOP OF BEAM m - AND #4 x 1 -6" LG BAR •• 3 1 2"t 3 4" BRG. �� n n A O 0 3hd N8 GROUTED IN CORE, ONE I- Nf Cox 5 -1 EL. 24'-b ELEV. 23'-4 0 TOP GF BEAM 8" U.S. s e" us. PER PLANK.(BY G.C.) _ n GB-1 3"i 1 2" BRG ; 3't 1 2" BRG. Nm W REANF.N 8Y G )BEYOND fL.24'-6 2 CB-1 CB-1 I 0 —/ �j 0 � ^O a� / ( LB -I LB-1 LB-1 -" s d � 1 '#4 HOOKED BAR CAST IN U U .:. ■ ■ ■ ■ ■ ii iiiiiiiEi i:ii ■ ■ ■ iiiiiiiiii5 iii ■ ■ ■ ■ ■ ■ ■ ■ iii'ii`:!:i:i:i: i:: i;ip`iii;i ■ ■ ■ ` I ■ 8 MASONRY WALL AND #4 BAR HORIZONTAL IN — — — — — - W/REINF. (BY G.C.) CORE, ONE PER PLANK. C$-2 M I SECTION (BY GC.) M SCALE: 3/4" = 1'-0"?:� '� - \ \ / / :i'.�:: / i ■ ,X\ ) W SEGTION SCALE: 3/4" = 1'-0" 00 N iii: I I / \ I 1 I III ■ ���........_./// IL_ OW I m ■ ■ ■ ■ + CB-1 _' t1A OPPING �✓ I 111 LL .C.) I I I I I - I _ SECONDARY POUR L I I 4g 0" O.0 mu TOPPING\�'jf)p�3 BAR CONTINUOUS.� --� r_ _ I I I I I I I :;'?:: I I I ' lBY G.C.) y I- - U32" TOPPINGm4BAR CAST IN TOPPI 4,_0„O.C.. AND6" U.S. :..:. .: . . ..: � ( G.#3 BAR CONTINUOUS.BY C.)(BY G.C.) IES GB-J " I I I I I I I I:I I POUR IN PLACE4 (70POFFL TOP Of fLOOR �L ° * a (BY c.c.) NRY WALL I ELfV.25'-4' I ELEV.25'-4" : _ (BY G.C.) _ GB 3 C 1 `� _ _ - , ti m w .. .. .. ■ ■ ■ LAP VARIES •' r: .�..a` O U O 2 SEGTI ON W. °' of FLOOR i I lA �® ` N K SCALE: 3/4^ = 1'-o I LEv. 25'-0" r nl r CB-11 CB-11 \ a o P K 04 5AR CCNr. 3 I— ---� l --� au7 ::>� � I I ■ u q SECT ION y E SCALE: 3/4" = V-0" ® V t2" TOPPING G3 -I - B+ (BY G.C.)LOW CORES 5Y TEM WITH 2" T INCs - D 32" TOPPIN E (BY G.C.) .. .L O O ■ ■ _ ®W S 1 J 8" U.S. SL PE 1/4" ■ I I I ■ 01 n s^ U.S. 3 1 2"t 3/4 BRG. t-: LAP VARIES vu I i I I i TOP OF BEAM W n _ ELEv.23'-4" q " CAST W/ 5EAM WA '4 ., n. BAR CONT. IN 4" SECTION J Lu .:'f p��®® ■ Lm� ®1/ Q W/REINF.ONC(BY G.C.) •�,:.�:. #5 BAR CAST IN BEAM AT �� "`:::::: C -1 Uc�-: LL Z m r 4 -0" O.C., #4 BAR CONT. ■ AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE CB 2 ! L' 1 J {1 A - O PER PLANK. (BY GC.) .: ., .. ■ ■ ■ ■ ■ ` - `: ■ ■ ■ :.::..:..: ■ - - ...L C7 M Z a Z . ..... .. ■ ■ ■ ..... ■ ■ ■ ■ ■ -i ■ m„N N 7 c Z Q 3 SEGTION TOP OF BEAM Cam' '" GB 1 cB-I ®' 0 „ D SCALE: 3/4' = 1'-0" - " CB-1 CB-1 � � F o - ELEV. ELEV. 24'-2 to 24'-4 TOP OF fLOORI LB -I LU 'S EL.24'-b° 0 LB-1 LB 1 LB-1 ggu�g z d3 N P�T{-`."ww. to GROUTING BUTT JOINTS k�+ (BY G.C.) t2" TOPPING t2" TOPPING F n (BY G.C.) (BY G.C.) G-4 THIRD LEVEL HOLLOW CORE FRAMING N5 O pz, (D ""_ ._0", c� cry 1/4 —1 = o FGLAPO -< 11' VARIES : G" U.S. - 31 2"f 3 4" BRG-_LINTEL_ SAFE LOADS TABLE (CAST—CRETE) � 1STEP DOWN BEAM 4" (BY G.C.)11 TOP OFfL00R ELE TOP OF BEAM TOP OF BEAM CB-1 TOP OF BEAM C5-2 Y ELEV. 10'-2" to 10'-4" EL. 10'-b" LB-1 5'-I" I GB-8 $ EL. 10'-b° 5ECTION BLOW _ I4 SCALE: 3/4" = 1'-0" .. ...:::. .:. ::. ■ ■ ■ ■ ■ ■ ....'[':.':.......' `i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ `T F V 0 V LU LLL g Lu � t2^ TOPPING (BY G.G.) ... CB-1 L i SECONDARY POUR (BY G.C.) ■ ■ ■ Ot ::.... a #4 BAR CAST IN BEAM AT 3 1 2"3 3/4" BRG. O 4'-0" O.C., 3 BAR CONT. . u # 8" U.S. :... .. ■ Z :. :..: AND #4 x 1 -6" LG BAR SLOPE I� u Q .. PER PGROUTELANK. (BY G.0 )D IN CORE, NE •,f ... G " " 6 (� E 8" MASONRY WALL <t OPEN AC 24x24 Q I BEAM SCHEDULE 1 o W REINF. (BY G.C.) ■ /� y R��1� SEGTION &._ 9 til 0 CB CONCRETE TIE BEAM WB = WOOD BEAM 1a� °�F��a Z „�^nI N „ B 1 CB- LJ 88 =CONCRETE MASONRY BOND BEAM STL =STEEL BEAM '4=. *�;.`�'� ti1� Q'1T,. CD �� z SCALE: 3/4" = 1'-0" 4 ■ ;,,,;;,;,;;,, ■ ■ ■ ■ U LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM� 3 CB-ll w , GB 1 Lu g Qr. MTI 3 " LB_ 1 MARK SIZE TOP Sil. BOTTOM STL. MIDDLE STt. REMARKS 'M■+y11 Lo D O 8" HOLOW CORE SYSTEM WITH 2' TOPPINCs � C.) t2" TOPPING = `Q - :: Q .#3 HOOPS 0 6" O.C. QOno (BY G.C.) '>:: m GB -I 8" x 12" 2- # 5 2- # 5 - STANDARD TIE BEAM SECONDARY POUR (BY G.C.) L MAY POUR DOWN TO TOPyEp`tLp� 0 0 GB-1 CB-1 0. LLi OF WINDOW *ADD #4 BAR CAST IN TOPPING ■ ■ ■ ■ ■ �ggggggggggggggl® ■ O C5-2 8" X 30" 2- # 7 2- # 7 2- # 7 #3 HOOP;;OD y^l6pt Pto oEy. 4 -0" O.C., AND 3 BAR CONTINUOUS. ;' .: 8' U.S. 6 G -3 8" x 48" 2- # 6 2- # 6 BY G.C.) $ E y '.3 : LAP VARIES ■ �■ ■ ■ ■ - 7 _ 4 N NP„ Drawn by. MOH B" MASONRY wAu. - G$-4 12" x 30" 3- # 7 3- # 7 3- # 7 # M�' 12 O.C. HVN W/REINF. (G.C.) K _ G _I 6 # 9 #4 HOOPS 0 8" O.C. 4k1+. Project No. - O - 01 GB 5 12" x 24" 3- # 9 O IN 2 LAYERS G'�\ b SECTION ■ ■ L -I GB-b 16" x 36" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. Z�N��S �$�'" Cadd File NO.: SCALE: 3/4" = 1'-0" 111 k4 L CB-5 B-rj :;;i'3� C$-1 i6" x 28' 4- # 7 4- 7 2- 7 # # #3 HOOPS ® ■ ■ ■ ■ ■ ■ - -.:[:i -:[ ■ ■ - :. ■ :.' :� c -8 8" x 28" 2- # 5 2 # 5 #3 HOOPS 0 6" O.C.� DATE ■ ■ ■ :.. ) .. -.:. -.- ..: - .>. �..... - . IN 2 L LAYERS GB-2 2 GB-i CB -I CB-1 TOP OF BEAM C -9 PERMIT SET 06-27-17 _ 0 � ® 8" x 12" 2- #6 2- # 6 #3 HOOPS ®8" O.C. GROUTING BUTT JOINTS TOP OF AM TOP 1 FLOOR LB-1 LB-1 LB-1 EL. 10'-b" (BY G.C.) ELEV. 2" to 10'-4" L. 10'-b" OR POURED DOWN G$-10 B" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END B (BY TOPPING (BY GYPCRETE (BY c.c.) 0 8" x 2o" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM B (BY G.C.) GB-11 GB-12 8" x 24" 2- # 7 N 2 LAYERS #3 HOOPS 0 6" O.C. 00 ' 00 NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUTif 8" U.S. : .: e^ U.S. NOTES CB-13 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C.._ f: LAP VARIES '.S LAP VARIES AND ALL CONCRETE CONNECTIONS AND DETAILS VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS 8" MASONRY WALL AND WINDOWS BEFORE CONSTRUCTION. ( ? h I N w/REINF. (G.C.) TO BALCONY WILL BE ADJUSTED I ALL STEPS FROM MAIN FLOC)R � � A -a SECOND LEVEL HOLLOW CORE ON FIELD BY BUILDER TO At'COMODATE THE DRAIN SLOPE LB -I 8" x 8" 1- # 5 PRE -CAST LINTEL /Ll\SA A 7 SECTION AND FILED CONDITION. n [r�V IIJJ SCALE: 3/4" = r'-o" L ALL LINTELS TO BE BY CAST C 1/4""=1 —O"" POURED SOLID W/ BLOCK AND�TE AND BEAM ABOVE of --sheets 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 T P OF FLOOR E Ev.11'-4" MARK LENGTH OF LINTEL GRAVITY 2231 UPLIFT LATERAL LINTEL TYPE A 3'-4" 1569 1025 8U8 B 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 475 591 326 8U8 N 10'-6" 530 284 8U8