Loading...
HomeMy WebLinkAbout2005 - Site Planlb O x�' I ry,�o CL a x ti x u') x I 0 z N O U) I a- O m Z :mC m M Q, Q ui JZ 3'a O �s U.J m Luz � do n LQ a 0 ,1 2 w q* N - _ N .5,-� i ' ' 9 Q it mzx 1 04- � IL 0 a 00 I LL I I0 { w z Q �O x`1�RrL xro'. r) I to 0 CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE DURING CONSTRUCTION ACTIVITY. I SILT FENCE MAY BE REMOVED WHEN DISTURBED PROPOSED LIFT STATION, AREAS ARE ADEQUATELY STABILIZED. ® VALVE BOX AND PANEL -�► TOP EL = 24.75' INV. EL. = 22.50' N90°00'00"W 142.10' `✓ `O x p� Lo��// x�0 ��1 m co ^ � � Co ®74 LF OF 6" PVC SSS ® 1.09a pa Q �..: ° e e ° _e D^ ° d / its 5'R 24.t 0 24.00 Q e a- 24:40. . . . . . . . . . Cyyam� 1 PAD . de .� _��� Ir.l 55'R * ;T �1 PROPOSED TWO STORY x CD x� OFFICE BUILDING xel°' _ . � l. i o #1069 �. r� F.F.E.=25.50 . ' . to . . . . . x x IV 18.16' `V `~ 23.92' 6 23.92 25:45 d 24.40 x U 24.73 M ' 24.83 ° 1 0 . d0 ° ® °� ° ° e IA °e Aa d ° e a 24.73 a 24.73 " d. ° 24.73 t '4 40 24. � �0 .24.40 ..''* D 10' m ' . �. 1 �' 4' '5',d/ 4 . 12' . . 10' . �. 101 . °e O CV LPI I �p j` �) EXTEND- D lb 1" i I WATER .SOURC - - - NEW BUIL I I0 .23.50 I 0 23.75. X x /. 24.40 i . . . . . I . . . . C: U>3 0 / LEGEND IEXISTING ASPHALT PAVEMENT I PROPOSED ASPHALT PAVEMENT I( EXISTING CONCRETE PAVEMENT I ° I PROPOSED CONCRETE PAVEMENT I O EXISTING SPOT ELEVATION 24.40 PROPOSED SPOT ELEVATION 5' _ 10" EXISTING SIDEWALK 23.2t 24.40 EXISTING GRADE EXISTING ROADWAY k1111111 w zi W a 0 a NTS �TIC?I�I A -A 7' I MATCH EXISTING Lu �STORMWAMR M�►NTENANCE PLAN GRADE (24.40 I Q I x THIS PROJECT USES AN UNDERGROUND EXFILTRATION SYSTEM 24.40 RUNOFF THIS TYPE OF Q. TO TREAT AND STORE STORMWATER / (/) Z SYSTEM REQUIRES ROUTINE MAINTENANCE IN ORDER TO to I r FUNCTION AS DESIGNED, THE FOLLOWING MAINTENANCE STEPS w W SHALL BE TAKEN: Z WEEKLY 1. THE PARKING LOT SHALL BE SWEPT ON A WEEKLT BASIS. ALL DUST, DIRT AND DEBRIS SHALL BE DISPOSED OF TO a iv PREVENT CLOGGING OF THE DRAINAGE SYSTEM. a O MONTHLY J 1. CLEAN AND MAINTAIN INLET SKIMMERS ON A MONTHLY BASIS AND AFTER SIGNIFICANT RAINFALL EVENTS. DAMAGED AND/OR TON B-B I NON-FUNCTIONING SKIMMERS SHALL BE REPLACED. . 00 . . . . . . . QUARTERLY _ I� I 1. INLET SUMPS SHALL BE CLEANED EVERY THREE MONTHS. NTS THE EXFILTRATION SYSTEM SHALL BE VISUALLY INSPECTED CD LP I 2. AND MAINTAINED EVERY THREE MONTHS TO REMOVE ANY r I DEBRIS. r1 3. QUARTERLY MAINTENANCE REPORTS SHALL BE SUBMITTED OR 24.40 � J TO THE CITY OF SEBASTIAN ENGINEERING DEPARTMENT CONFIRMING THAT MAINTENANCE HAS BEEN PERFORMED. m 6.3' j ® PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A STORMWATER MAINTENANCE AGREEMENT MUST BE -- APPROVED BY THE CITY ENGINEER AND APPROPRIATE BOND POSTED REGARDING THE EXFILTRATION SYSTEM. MATCH EXISTING GRADE (25.0±) . . . . . . . . . . 23.50 x b) a ,0" a XSECTION C- . to NTS I z 75'R 90' x 34' OF EXFILTRATIONBED WITH CULTEC I ILP / STORMWATER CHAMBERS. 1 O, SEE DETAIL. I . . . . . ! ®P 15'R J 24.40 25'R A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED SIGN '1 O 24.40 ^r>1 dry.. x _ 2440 �x ' 24.40 C' ry. " _ �, INSTALL 1 RPZ --- -.� x BACKFLOW DEVICE EXISTING WATER METER �- x�' x�' 0 n- x 11 - x - xx- - - - - - - - - - - - - - - - - - - - - ° '�} c ti��0 tiry�0 �`bfO hti S 9 0 00 0' 0 D " l� �ONSTRUC 5a SIDEWALK - - - - - - - - - - - - - - - - - - - - - - \ O x��� 48 HOURS BEFORE DIGGING CALL TOLL FREE ♦ /-800-4 2i41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. x ---- 14 2.10- * e n . e e ^j• e ti i i ....1111 -------- EXISTING WATER MAIN 10' MATCH EXISTING GRADE (23.4±) 23.3 t 24.40 EXISTING ROADWAY _ Z CLw 0 cra SECTION D -D to o�o �!Z to u' W ou ffi CL a Q<0141 rn .r u') to x u') 0 z N O U) I a- O m Z :mC m M Q, ui JZ 3'a O �s w 0 m Luz � do n a 0 ,1 2 w q* N - _ N .5,-� i ' ' 9 Q it mzx 1 04- � IL 0 a 00 24 EXISTING WATER SERVICE xrVti x`1' / W .R 25'R . . . . . . . . . . . . . . . . . . 25'R NTS U . . . . . . . . . . . . . . . . . . . . . . . . x IN, �x R. x rL'L' XV J D. x rah 0 --om- A SPEED �N tax x ti� icy 2" PE DIRECTIONAL BOREMA/S I HEET �D < 65)0 A S P H A L T R 0 A D WA Y J m o EXISTING SEWER MAIN 80' RIGHT OF WAY x`� ' x�'� EXISTING 12" FM---\\,4,DRAMASIE DIE STRUCTURE' $C`W��ULE J 4 I INVERT ELEVATIONS h - PROPOSED 12"x2" TAPPING STRUCTURE TOP BOTTOM ELEV DESCRIPTION m SLEEVE W/ 2" G.V. NUMBER ELEV NORTH SOUTH FAST WEST Lu 1 11 1 23.50 21.25 19.25 TYPE 'C' CATH-`$ASIN 2 23.50 21.25 21.25 19.25 TYPE 'C' �= F�A.SIN �-��',' SITE PLANSHEET f N 3 23.50 21.25 19.25 TYPE ,('CAT%fT - IN, - C2 SCALE 1" = 10' of 5 RlJ1��-A ..lk, :FL P.E. #47529 ❑ AARON J:".-80WMS, FL. P.E.#55313 05-143 gar. i iut1 0 9SOD5, GRAPHIC SCALE 0 10 20 40 I I I I ( IN FEET ) 1 inch=20 ft. Certffied To — Fidelity Federal Bank & Trust, its successors and/or assigns as they may appear — Steven Lulich, Trustee of The Steven Lulich Revocable Trust dated 5/26/1995 — Attorneys' Title Insurance Fund, Inc. — Steven Lulich, P.A. .�� FND.1/2'IP (NO ID) NW CORNER TR4CT A b ti �~ tD (O M r: TRACT A UNPLATTED bO FND.5/8%R , „ .fb x3h0 ?3 _ (NO I.D.) N90'00 00 W 22 42.10'(P) I 50.00'(P) 3.07 / 66.0' 2 / O h FORMBOARDS TOP OF FORMS FND.37C3'CM (NO ID) 46 12 J Io I� IR le �hP 50.00'(P) I� LOT 3 0 Legend M = MEASURED P = PLAT C = CALCULATED D = DEED DESCRIPTION RCP = REINFORCED CONCRETE PIPE CMP= CORRUGATED METAL PIPE WPPLSt = WOODEN POWER POLE TEL❑ = TELEPHONE RISER BOX SET= SET 5/8" IRON ROD WITH CAP ZRICSTAMPED "WBZ LB 6840" IR/C = IRON ROD WITH CAP /R = IRON ROD /P =IRON PIPE F.F.E. = FINISH FLOOR ELEVATION R/W = RIGHT OF WAY OHW = OVERHEAD WIRES WY0 = WATER METER X ap = EXISTING SPOT ELEVATION = CONCRETE ELEV.25.50 � f o o /18.21 0 ,23.9' cV 23.9' / 70.00' 6.06' h X ,j2 Legal Description Q N LOT 5 LOT 4 o TRWPP I Lots 3,4 & 5, Black 2, REPLAT OF SCHOOL PARK SUBDIV!S!O"v, accor deny W o I I �a = to the Plat thereof, as recorded in Plat Book 2, Page 29 of the Public W °� 0 Records of Indian River County, Florida. I` 3 0' I I o O �) 0z J 0 0 l/� z _♦ I�. 21 b ti _ I CONCRETE U IJl P A R K I N G I .. * • �?�_ .7` - , CATCH` Z '.', 2 2 Notes 3• ' o'S BASIN 01 N90'00'00"E SET _ '(P) I x� FND.2"IP 40_00' 4210 a . ? (NO 1. Lands shown hereon were not abstracted for rights— bz tt�� S90'00'00"E i32 �7 so" 332 142.10' W �`' of—way, easements of record or ownership. 2i. h2 CONC. WALK 1. CONC. WALK 2�. 2 2 2. Not valid without the signature and original raised seal BEARING BASIS(ASSUMm) aQ of a Florida licensed Surveyor and Mapper. 2 ,`CONC - 3. Survey site lies in Flood Zone "X" per Flood Insurance 220 SEWER 'DRIVE:*4- Rate Map no. 12061 CO077 F, dated 7/2/92. VALVE" 2z. 2 N44. Underground utilities and improvements were not located. �z ?2 . a ,2 r h� 2' CONI CURB & cuTT�rr 5. Elevations shown hereon are in feet, referenced to NGVD '29. 220s 111� 22'h Benchmark = NGS Benchmark "AF3469" (F 200), having a A/ S published elevation of 19.72 ft. NGVD '29. MAIN ^2 q5 Y �/��7G 2� X2 x2 A5PHAL T z2 ROAD I,VAY a�l Site Benchmark SET 5/8 IRON ROD EL.=22.91 FT- NGVD'29 80' HIGHT OF WAY Site BpnChmark SET 5/8 IRON ROD EL.=23.27 FT. NGVD'29 ©COPYRIGHT 2005, WILLIAM B. ZENTZ & ASSOCIATES, INC. William B. Zentz & Associates, Inc. Professional Surveyors if Mappers CERTIFICATE OF AUTHORIZATION (LB) No. 6840 684 Old Dixie Highway Vero Beach, FI 32962 Phone: (772) 567-7552 Fax: (772) 567-1751 FORMBOARD SURVEY — 1/26/06 Bl Topographic SURVEYORS SIGNATURE & SEM, To ographic NOTE. THIS SURVEY IS CERHh7ED AS TO THE DATf OF THE FIELD oundary SURVEY, NOT THE SIGNATURE Survey for t ®G Steven Lunch WILLIAM B.—ZENTZ PL DA DRAWN BY FLD.B .1PG. FIELD DATE JOB No. REGISTERED LAND SU R No. 5276 STATE OF FLORIDA W. B.Z. SS2176 2/22/05 101-260 �, 6--0 5 -0" 11 0 --- OFFICE F-1177 �, O V (9-.-6" 50"3l-01 f.6-011 6'-0' 1 A 2'-a" 0A 100 ( 118A � � 1188 UC,/ PA R MECHANICAL 116 116 117 IIS 9 HIT, 4'-2' 22- -71' PF\FX DOOM 1,911 MEN 115 e' o" — — 0 C WOW M, A 104, N 114 WOMEN 9 IIS -- 0 9 0 C9, -Oil CLOSET OFFICE OFFICE OFFICE IJ J_o` 9 5T0 � 111 6d" W-2" OFFICE V �o 109 110 !J � N N O F 0-8- 1 VVH 6' 1" OFFICE b O 107 9 of Fipsr FLoop PLAN oil, lo, ELEVAT& O r 91-1011 4 -21' 9 102 LO(Vy �R looc R OO 51-011 j OFFICE F- rroNlf -_1 (B 9 tR (D iR HIT, —e -2L, 101-101, % OPEN fo POOVE OFFICE OFFICE 0 1 coc cl A O - S O O C) 2 -0" Oil �Z-Cll 61-0" 6 51-01, oil" 'T-711 51-01, 6-011 01-211 2�'-Wp 66'-0" V 5cale: 1/4" - 1' -011 0 ml 6011 1' 11SI 1114"I"Ill"Al 'Idl, 111 1. 1 1, 1 1 1 I'll , 6d 1 1, N hill"WaiI J, I Froje6t, N�w OFF ICFI For, 1000, V No.: 1231 Pc5criptim 1, Off/ 19/ 05 Prelirnmarq 2, 041061 05 Gent Changes 04127105, Client Chances 4, 06108/ O� 5 _- Plan Approval �rqlneer' 5 Seal bac 51gne�l Info: NFW CON5VIUCTION TWO 5TOr\,y ofrlc� C ULPNCI 15T FLOOP\ x,000 5Q Ff M FLOOP, 2,876 50 Ff OMMI 5,876 5Q FT Con5ultant: . _ - __..... _ _....hill i _ NFw orrlcS FOP 66-011 �.- O!� -0" 14' -5" - 61-011 1-000, z�!' An 12'-0" 12' 10' 0" , C. � C O 155Ue5 OFFICE WOI ArTA WOK AMA D OFFICE bade: b rl i _ No,: e5c p� on, 2C9 . • �•• • 212 211 -8" I, 6�, I! 05/ 19/ 05 Preliminary �— � � ___ `-- N 2, 04/ 06/ 05 CI (errs Char>�e5 A O �! 041271 O� Client Chan�e5 O o 214 4, 06108/ 05 Ste Plan Approval UVATR EQUIPMENT 5FpV1Er r00M 0 20 2i3 �n CL05V 2' 4" MEN \ i WOMEN = cv 2086-0" 215 �-`� �� . � r `} '2 �^ � 6''8 n 1,}� `� 6',g.. ' ,• 4' 2 � • 9' -I 11, 91-011 r OFFICE OFFICE O o IT �' OFFICE OFFICE d- � zib N 2n o I,ANnING = 412" - O° � 06 -- 41 / 216 207 JUL'JUUUL °" ''0" nq 5 ea 5 2 � - — v JAN. CL. }-- N � O 218 N N pp, PAM �I v 218 F'.1EI?IOP p0i?CN zc� - .` � 203is - r -- -- � (Lo` f 200 c 4 � 5' -O" NIG}i Wei L �,. Pat-, 5lgned FFIVATE OFFICE - 2ci 201 200 Info: - ' may' NSW C0N5i121.1C110N _� _ n ❑ n n OPEN To 13FLOW TWO 5i0pY OrrICl� 13U APING OFFICE = 15T FL00F � 000 50 Ff � � • �� 220 219 � - 2Nb 1`1_00p 2,876 50' Ff 0VFml_ 5,876 50 FT -7" r r it ' 6-0" �01% 6'T' 3 -C '9 6' -n_u ^n 41-711 3' -o! 6' -0 'rB r41 ,t- r 66-0" Con5ultarnt PrawiN Title, 5FCONP F�00F PLAN Deference Nortel; 01 5FCONP FLOOP\ PLAN Sheet No, A2,11 4. 12 01, 5OU-1'r1'FLFVAf1ON V d ._........Ldlta5 „WICII6m W6iu 4,11 ul Li Ila roject; Ktw OrrlcS Fop 5��A51AN, FL Issues; No.; bate; liescrip�lon; I, 0/ I9/ 05 Drellrminarq Z 041061 05 Clien Chanes 3, 041271 05 Client/ Chanes 4, 06/ 08/ 05 5ite pian Approval engineer's Seal iAe 51gned; nfo NSW CON5VICTION TWO 5TODY OrrICl� �Ull-blN6 151 Fl -0013,000 50 FT 2Nb FOOD 2,876 5Q F� OV�Ml, 5,876 50 FT . , " , �,„..�.., Conit,I brawinq Title FL�VATION5 Deference North; I„ 5hee� No.; AN 0 Plans Submitted for Zoning Review xrV�' 10 x �OOx CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE E)URING CONSTRUCTION ACTIVITY. SILT FENCE �AAY BE REMOVED WHEN DISTURBEDPROPOSED LIFT STATION, AREAS ARE ADEQUATELY STABILIZED. � VALVE E30X ANC' PANEL _® TOP EL. = e'4.75' INV. EL. = 2:2.50' N9000000W - - 142.10' 10'R .,.._.._.._.._.._.._.........,,.._.._.._.._.._.._.._.. ......._.._. .. _ .. _ .- �x .. iO irk xr,JO' p`� i - Co Q 74 LF OF 6" PVC SS 0 1.0% �( :7au a' o/ a d a , x • a' �, 5'R(11,4c t. A 4 ' �• 4. DUMPSTER . . . . . . . 5 R ti 24:40 R �p-a ai 4 - eq . . . . . . . . . . . . Al �. -� Cl. �-- x PAD . . . . . . . . . . . . . . . . . . . . . / ro 4 I 15' R ' Q . . . . 20' 6.1' ` 6 �. x ; PROPOSED TWO STORY , xry xoo OFFICE BUILDING _ W i #1069 . . . . .�. 0 '' n_ iF.F.E.=25.50 . . . . .cn - . . /. . . . 1p * A //x3-/9lf`//// , , , " , , , -, 23. 2' / 4 a 25. 5 4 24.40 Qin -`\ 24.83 o d. 0 a 24,73` + / 24,73 a �. a 24.73 a U) ° A247731 A 4 ! a r� 2.4.77 4.40 24.40. I. 24.7r da 3j .��-, D I 10'' 3' ` 5' , 12' . !'�' . . , 10. f N LP i 5'R . . 1 � I �htK ..71 i I I 24.40 2' i i a i o z i d- �- O J coi i Al pj' j O � 24.40 �./ N • 23.75 y��"t� -�_ . � � /. j � EXTEND- EXISTIN ' 1'' i / / / �/' WATERSOURCE: f / . ` NEW BUIL I ♦ 0 II. 23 F3� j .50 x I 0 �l ° 0 ® 0 .. 0 Q I 23^70 ! CoA U �1r5 Z i / �3 • a_ x i �� � . ............ LEGEND (1) EXISTING ASPHALT PAVEMENT 24.00 Q O EXISTING CONCRETE PAVEMENT d PROPOSED CONCRETE PAVEMENT O 0:� w d- � EXISTING SPOT ELEVATION o 24.40 W Q 06 WQ) �Q O Jb I V r� Q 10 x �OOx CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE E)URING CONSTRUCTION ACTIVITY. SILT FENCE �AAY BE REMOVED WHEN DISTURBEDPROPOSED LIFT STATION, AREAS ARE ADEQUATELY STABILIZED. � VALVE E30X ANC' PANEL _® TOP EL. = e'4.75' INV. EL. = 2:2.50' N9000000W - - 142.10' 10'R .,.._.._.._.._.._.._.........,,.._.._.._.._.._.._.._.. ......._.._. .. _ .. _ .- �x .. iO irk xr,JO' p`� i - Co Q 74 LF OF 6" PVC SS 0 1.0% �( :7au a' o/ a d a , x • a' �, 5'R(11,4c t. A 4 ' �• 4. DUMPSTER . . . . . . . 5 R ti 24:40 R �p-a ai 4 - eq . . . . . . . . . . . . Al �. -� Cl. �-- x PAD . . . . . . . . . . . . . . . . . . . . . / ro 4 I 15' R ' Q . . . . 20' 6.1' ` 6 �. x ; PROPOSED TWO STORY , xry xoo OFFICE BUILDING _ W i #1069 . . . . .�. 0 '' n_ iF.F.E.=25.50 . . . . .cn - . . /. . . . 1p * A //x3-/9lf`//// , , , " , , , -, 23. 2' / 4 a 25. 5 4 24.40 Qin -`\ 24.83 o d. 0 a 24,73` + / 24,73 a �. a 24.73 a U) ° A247731 A 4 ! a r� 2.4.77 4.40 24.40. I. 24.7r da 3j .��-, D I 10'' 3' ` 5' , 12' . !'�' . . , 10. f N LP i 5'R . . 1 � I �htK ..71 i I I 24.40 2' i i a i o z i d- �- O J coi i Al pj' j O � 24.40 �./ N • 23.75 y��"t� -�_ . � � /. j � EXTEND- EXISTIN ' 1'' i / / / �/' WATERSOURCE: f / . ` NEW BUIL I ♦ 0 II. 23 F3� j .50 x I 0 �l ° 0 ® 0 .. 0 Q I 23^70 ! CoA U �1r5 Z i / �3 • a_ x i �� � . ............ LEGEND (1) EXISTING ASPHALT PAVEMENT 24.00 PROPOSED ASPHALT PAVEMENT O EXISTING CONCRETE PAVEMENT d PROPOSED CONCRETE PAVEMENT O 0:� w d- � EXISTING SPOT ELEVATION x 24.40 PROPOSED SPOT ELEVATION 5' 10" EXISTING SIDEWALK 23.2 EXISTING GRADE j EXISTING ROADWAYS w w IL 0 CL STORMWATER MAINTENANCE PLAN THIS PROJECT USES AN UNDERGROUND EXFILTRATION SYSTEM TO TREAT AND STORE STORMWATER RUNOFF. THIS TYPE OF SYSTEM REQUIRES ROUTINE MAINTENANCE IN ORDER TO FUNCTION AS DESIGNED, THE FOLLOWING MAINTENANCE STEPS SHALL BE TAKEN: WEEKLY 1. THE PARKING LOT SHALL BE SWEPT ON A WEEKLY BASIS. ALL DUST, DIRT AND DEBRIS SHALL BE DISPOSED OF TO PREVENT CLOGGING OF THE DRAINAGE SYSTEM. MONTHLY 1, CLEAN AND MAINTAIN INLET SKIMMERS ON A MONTHLY BASIS AND AFTER SIGNIFICANT RAINFALL EVENTS. DAMAGED AND/OR NON-FUNCTIONING SKIMMERS SHALL BE REPLACED. QUARTERLY 1. INLET SUMPS SHALL BE CLEANED EVERY THREE MONTHS. 2. THE EXFILTRATION SYSTEM SHALL BE VISUALLY INSPECTED AND MAINTAINED EVERY THREE MONTHS TO REMOVE ANY DEBRIS. 3. QUARTERLY MAINTENANCE REPORTS SHALL BE SUBMITTED TO THE CITY OF SEBASTIAN ENGINEERING DEPARTMENT CONFIRMING THAT MAINTENANCE HAS BEEN PERFORMED. ® PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A STORMWATER MAINTENANCE AGREEMENT MUST BE APPROVED BY THE CITY ENGINEER AND APPROPRIATE BOND POSTED REGARDING THE EXFILTRATION SYSTEM. SECTION A -A NTS 7' , 24.40 w z J I:_ w a- 0 m CL SECTION B -B NTS Q 6.3' MATCH EXISTING GRADE (25.0±) (1) Z 24.00 w O J ' 0:� w d- � 0 w I2,.75 x� CD x ® ! FIRE DEPARTMENT NOTES z80' 80' x 38' OF EXFILTRATION 5R \ BED WITH CULTEC _ . 1. COMMERCIAL/MULTI FAMILY BUILDINGS SHALL POST LP i _ SEE DEwTA4L. CHAMF ERS. A MINIMUM 6 INCH NUMERICAL ADDRESS. 10' � f 1 . . . A MINIMUM INCH NUMERICAL ADDRESS FOR MOLT LE UNITS . . . . . _ . . Q - 24.40 . . . . . . 25'R. . . . . . . . j . . . . . . . . . . . . . . . PROPOSED SIGN Q i 24�.40�,,, dry. 24.40 \ . i. . ._ p`b+ x _ 24:40 1 �y i - ---� ---- - 24.40 5R � i 00 INSTALL 1" RPZ O xrl"�. . . . . . . . . x BACKFLOW DEVICE -,,,-EXISTING WATER METE r' t- Z ix . . . . . . . . . . . `�� 14 2.10'rp � S 9 0 °0 0 0 E ' &HSTF UCT 5a SIDEWALK s ' `� a .a d e a x r1l e r...•. .. EXISTING WATER MAIN SECTION C -C NTS Q 1_ 10' - MATCH EXISTING GRADE (23.4±) 23.3 ± EXISTING ROADWAY MATCH EXISTING GRADE (24.40±) 24.40 w 1� zPLANS APPROVED wi frW r w l �Z 5;/rb_ By. City of Sebastian Building Department SECTION D -D un Oto tr) O L0 Lo O O \ \ O O lV 00 co m M Lf) to O 0 0 � \\a \ N 0 Lf) \ w W F_ 0 r Z ? �9: W I- O U L m w w w w w w w a w a a a w w w w w w E�j�j ? e?Zi a ®®�10 14 L0 = O V L0 0 0 0 Q V) O m zoo:2Q �0 V)n�n• Z W 00� Q� ® W U N W O v� Z Wx IL zIL it Q ®W di O cic Lu N z Q (1) Uj II-Noa f - a J ar70 ® lh a �o>�m LuU �w� Ww�' z ZD Z OWE mc�a z = O� ZtoON IV �._._.�. `x _ - _4 --------------------------------------------------- - --•--- - - --- - - _ - 35'R . . . . . . . . . . . . . . . . . 35'R® I _ R 253' (� I V I NTS , 2 �6 i x x i I ' O i ® NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIXLL ' �FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR r rL• O r r�' xti �A i PROPOSED GRAVITY 0.4 PRESSURE TYPR SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMEDLL �� i rL �rL' `V Jii3 i WATER NOT REGULATE�f? UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE x x�� x �`V• xr-L�' j BETWEEN WATD? MAINS AND GR4VITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE BOTTOM, OF x o x j THE WATER MAIN IS LAID AT LEAST SIX ICHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER SPEED Ox j MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER 51-IALL BE LAID SO THE OUTSIDE 2" PE DIRECTIONAL BORE ! OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE MAIN TREE Q ! OUTSIDE TI THE O SSI PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. `� rV ! AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR ' L I I V I I T ! BELOW THE OTHER FIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. A I�/ ' %0 A S P H A L R O A D V V Y i ALTERNATIVELY, AT SJCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST r '� Q j ' THREE FEET FE'OM Ail JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED V UNDER PART 1/1 OF CHAPTER 62-610, F.A.C. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE i -.-.-----.-.--------__.-_-. ----•- - -O+e-- - - -- j SANITARY SEWERS, HASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART -----_.._-------------.--.----------•-_------------------- ---- ------ o�"� � EXISTING SEWER MAIN i Ifl OF CHAPTEP 62-510, F.A.C. J p _---------------------------- --- r� x`pl 80' RIGHT OF WAY U - EXITING 12" FM ------- --_ DRAINAGE STRUCTURE SCHEDULE ------------------------------------- --- J -------------------- z �------------------ ------------------ PROPOSED 12"x2" TAPPING STRUCTURE TOP INVERT ELEVATIONS BOTTOM Q EXISTING HYDRANT SLEEVE W/ 2" G.V. NUMBER ELEV NORTH SOUTH EAST WEST DESCRIPTION Ld ®EXISTING HYDRANT . LEV m 01 23.50 21.25 19.25 TYPE 'C' CATCH BASIN 02 23.50 21.25 21.25 19.25 TYPE 'C' ,WC--I---RAS�� SHEET -- SITE FLAN N HOURS BEFORE DIGGING 0323.50 21.25 19.25 TYPE/"(,-' CATCH: E/��IN, 48 CALL TOLL FREE , 1-800-432-4770 SCALE : = 10' SUNSHINE STATE ONE CALL ❑ BI?JCE A. N{bIA, FL. P.E. #47529 OF OF FLORIDA, INC. OAARON j. SOWLES, FL. P.E. 55313 05-143 (1) Z Q O L- i � W V/ 06 �._._.�. `x _ - _4 --------------------------------------------------- - --•--- - - --- - - _ - 35'R . . . . . . . . . . . . . . . . . 35'R® I _ R 253' (� I V I NTS , 2 �6 i x x i I ' O i ® NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIXLL ' �FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR r rL• O r r�' xti �A i PROPOSED GRAVITY 0.4 PRESSURE TYPR SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMEDLL �� i rL �rL' `V Jii3 i WATER NOT REGULATE�f? UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE x x�� x �`V• xr-L�' j BETWEEN WATD? MAINS AND GR4VITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE BOTTOM, OF x o x j THE WATER MAIN IS LAID AT LEAST SIX ICHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER SPEED Ox j MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER 51-IALL BE LAID SO THE OUTSIDE 2" PE DIRECTIONAL BORE ! OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE MAIN TREE Q ! OUTSIDE TI THE O SSI PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. `� rV ! AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR ' L I I V I I T ! BELOW THE OTHER FIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. A I�/ ' %0 A S P H A L R O A D V V Y i ALTERNATIVELY, AT SJCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST r '� Q j ' THREE FEET FE'OM Ail JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED V UNDER PART 1/1 OF CHAPTER 62-610, F.A.C. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE i -.-.-----.-.--------__.-_-. ----•- - -O+e-- - - -- j SANITARY SEWERS, HASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART -----_.._-------------.--.----------•-_------------------- ---- ------ o�"� � EXISTING SEWER MAIN i Ifl OF CHAPTEP 62-510, F.A.C. J p _---------------------------- --- r� x`pl 80' RIGHT OF WAY U - EXITING 12" FM ------- --_ DRAINAGE STRUCTURE SCHEDULE ------------------------------------- --- J -------------------- z �------------------ ------------------ PROPOSED 12"x2" TAPPING STRUCTURE TOP INVERT ELEVATIONS BOTTOM Q EXISTING HYDRANT SLEEVE W/ 2" G.V. NUMBER ELEV NORTH SOUTH EAST WEST DESCRIPTION Ld ®EXISTING HYDRANT . LEV m 01 23.50 21.25 19.25 TYPE 'C' CATCH BASIN 02 23.50 21.25 21.25 19.25 TYPE 'C' ,WC--I---RAS�� SHEET -- SITE FLAN N HOURS BEFORE DIGGING 0323.50 21.25 19.25 TYPE/"(,-' CATCH: E/��IN, 48 CALL TOLL FREE , 1-800-432-4770 SCALE : = 10' SUNSHINE STATE ONE CALL ❑ BI?JCE A. N{bIA, FL. P.E. #47529 OF OF FLORIDA, INC. OAARON j. SOWLES, FL. P.E. 55313 05-143 l j NOMINAL 16" HT & 12" HT/ \ i2 RAISED STUCCO ACCENT 18 BANDS W/ FOAM DENTIL CROWN MOULDING ALONG / BOTTOM OF SOFFIT (TYPICAL ALONG PERIMETER `\ OF BUILDING WHERE SHOWN) / Ilk) 1111111/uiiii1 11111]11iir DECORATIVE RAILING W/ DECORATIVE BALLUSTERS , ALONG EDGE OF UPR LVL o f I . CANTILEVERED BALCONY o (TYPICAL) i Lla � 1'-4`' CL -1 RAISED PAINTED STUCCO CC4- ACCENT BAND (TYPICAL) (-T- 1 PICA(A I LI_CANTILEVERED BALCONY 0 I w PAINTED SMOOTH STUCCO FINISH OVER CMU EXTERIOR WALL CONSTRUCTION (TYPICAL) FRONT ELEVATION SCALE: 1/4' = V-0" I I 1 GALVANIZED METAL BUILDING ROOF PANELS OVER SELF ADHESIVE WATERPROOF (PEEL 8 STICK) ROOF UNDERLAYMENT OVER NOMINAL 15132" COX PLYWOOD ROOF SHEATHING OVER PRE-ENGINEERED WOOD ROOF TRUSSES (TYPICAL) \ 6 Ill Ill l)11111'1111p1111111E 1I"ffill11I'.111L11l I111U1I1).'1,L1111niLiluuuniiiiuniLnu111111nit11l d' OD Ts PROVIDE STONE VENEER FINISH PRE -MANUFACTURED OVER NOMINAL 16" DIA CMU RAISED PEDIMENT--,_ CONCRETE BLOCK COLUMNS ACCENT TRIM ABOVE (TYPICAL AT ENTRY PORCH) WINDOWS (TYPICAL 0 WHERE SHOWN) - N COCD INN �� !l1 <, O� V / 0 " E SAF co 0 I 0 j \ GALVANIZED METAL BUILDRJG POOF \ PANELS OVER SELF ADHESIVE WAriERPROOF (PEEL 8 STICK) ROOF UNDERLAYMENT OVER NOMINAL 15/32" CDX PL (WOOD ROOF SHEATHING OVER PRE-ENGINEERED / WOOD ROOF TRUSSES (TY°ICAI_) j ,• ��, i2 II / \ 16 _ OMINAL HT 1 -4� RAISED STUCCO ACCENT ' BANDS W/ FOAM DENTIL DECORATIVE RAILING CROWN MOULDING ALONG o DECORATIVE BALLUST I BOTTOM OF SOFFIT I ALONG EDGE OF UPR OF BU(TYPICILDING WHERE SHOWN) OD � (L ALONG PERIMETER C) TYPICAL) BALCO -'• � �ALLUST�s - i - - - - - - - - R - RAISED PAINTED STUCCO If fir- �11C>G 1 �2 PAINTED SMOOTH STUCCO FINISH / ACCENT BAND (TYPICAL) OVER CMU EXTERIOR WALL 00 CONSTRUCTION (TYPICAL) ` CANTILEVERED BALCONY I I I I I I I I I I CD 6D 1 REAR ELEVATION SCALE: 1/4" = P-0" I i C) I I 00 i I I = c - FLORIDA BUILDING CODE DESIGN PRESSURES FOR COMPONENTS & CLADDING ,�1,. BLJfLDiN,,G;R/�TA.17 4771' „tTIOHINFORTVIpT10N,,,r�,,,,±;..,; Wind Velocity (mph) 140 Company Importance Factor 1.00 Prepared By Exposure Category B Directionality Factor ( Isd) 0.85 ��� Client Name New Building Internal Pressure Coefficient # 0.18 STRUCTURES Mean Roof Height (ft) 15.00 INTERNATIONAL, LLC Job Description Stele Lulich Building Width (ft) 66.00 Building Length (ft) 46,00 Roof Slope (x:12) 6.00 Job Number �n FAQ-. � s ' p:ENCNGS'we... OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV. (ft) WIDTH (inches) HEIGHT (inches) PRESSURE (psf) PRESSURE (psf) 100A (3) 3080 ext doors 4 72.0 96.0 31.6 -34.6 100E 3080 ext door 4 36.0 96.0 33.2 -36.2 116 3080 ext door 4 1 36.0 960 33.2 36.2 119A 6080 rollup door ( 4 I 72.0 96.0 31.6 -34.6 1198 6080 rollup door 5 72.0 96.0 31.6 -40.0 204 (2) 2668 ext doors 4 60.0 80,0 32.5 •35.5 A 36 x 60 fixed glass 4 36.0 60.0 34.3 -37.3 A 36 x 60 fixed glass 5 36.0 60.0 34.3 -45.3 B 72 x 60 fixed glass 4 ) 72.0 60.0 32.7 -35.7 C 72 x 60 fixed arched qlass 4 I 72.0 60.0 32.7 -35.7 WINDOW LEGEND I Width of End Zone (a) in feet = 4.6 A NOMINAL 36" W X 60" H FIXED GLASS IN ALUMINUM FRAME EXTERIOR WINDOW - SET AT 8' HT AFF TO TOP OF OPENING COLOR OF FRAME SHALL BE: WHITE 5 h COLOR OF GLASS SHALL BE: TINTED GLASS B NOMINAL 72" W X 60" H FIXED GLASS IN ALUMINUM RAME ¢ 5 I qO ® a EXTERIOR TRANSOM - SEE ELEVATIONS FOR LOCATION COLOR OF FRAME SHALL BE: WHITE 5 5 COLOR OF GLASS SHALL BE: TINTED GLASS a DATE ISSUED: 09/16/05 CLIENT REVIEI 10/04/05 PERMIT ISSUE z BUI:LDING DATA CD U 0 0 4 W FD Z 0 W - N C INN �� OUN FY <, O� V / UPPER LEVEL AREA = 2,730 SQUARE FEET " E SAF LLJ L1- FIXED GLASS IN FIRE RATED METAL FRAME) SET AT 8' HT TO TOP OF OPENING DATE:_ . L� V INTERIOR VISION PANEL - COLOR OF FRAME SHALL BE: WHITE M z U � TOTAL BUILDING AREA - 5,969 SQUARE FEET LIJ FIRE INSP E FIXED GLASS IN FIRE RATED METAL FRAME) O I Wi ERS F'A 3B W Z U CV 0 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ z z 0 X101 � W 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. L30 CARTER City of Sebastian Building Hej'� en `w C ) D C NOMINAL 72" W X 60" H FIXED GLASS IN ALUMINUM FRAME BUI:LDING DATA EXTERIOR ARCHED TOP TRANSOM - SEE ELEVATIONS FOR LOCATION ALLT1606.1.4. IN ACCORDANCE WITH 2004 CANY 0 0 4 W FD COLOR OF FRAME SHALL BE: WHITE II SHALL PROVIDE MANUFACTURERS OCUMENTATION FOR PRE- a M COLOR OF GLASS SHALL BE: TINTED GLASS FIRE RATED LOWER LEVEL AREA = 3,000 SQUARE FEET INN �� OUN FY D NOMINAL 72" W X 60" H (NOMINAL 1 HOUR DOOR UNITS PRIOR TO PERMITTING.) UPPER LEVEL AREA = 2,730 SQUARE FEET " E SAF LLJ L1- FIXED GLASS IN FIRE RATED METAL FRAME) SET AT 8' HT TO TOP OF OPENING DATE:_ . ENTRY PORCH AREA = 150 SQUARE FEET INTERIOR VISION PANEL - COLOR OF FRAME SHALL BE: WHITE BALCONY AREA = 89 SQUARE FEET System No. W -L-1114 O COLOR OF GLASS SHALL BE: TINTED GLASS / NOMINAL 60" W X 36" H (NOMINAL 1 HOUR FIRE RATED TOTAL BUILDING AREA - 5,969 SQUARE FEET LIJ FIRE INSP E FIXED GLASS IN FIRE RATED METAL FRAME) !f I Wi ERS F'A 3B 24 °. INTERIOR VISION PANEL - SET AT 6'-8" HT TO TOP OF OPENING CONSTRUCTION TYPE - TYPE "V B" „,.:; 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ COLOR OF FRAME SHALL BE: WHITE UNSPRINKLERED/UNPROTECTED 0 X101 - COLOR OF GLASS SHALL BE: TINTED GLASS 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. L30 CARTER City of Sebastian Building Hej'� en F NOMINAL 72" W X 36" H (NOMINAL 1 HOUR FIRE RATED SECTION A -A- FIXED GLASS IN FIRE RATED METAL FRAME) OCCUPANCY GROUP - GROUP "B" INTERIOR VISION PANEL - SET AT 6'-8" HT TO TOP OF OPENING BUSINESS (PROFESSIONAL OFFICE USE) COLOR OF FRAME SHALL BE: WHITE COLOR OF GLASS SHALL BE: TINTED GLASS SHEET INDEX '('HE MAIN WIND RESISTANCE FOR THIS STRUCTURE HAS BEEN DESIGNED IN - • ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER 16, TO. A-1 ELEVATIONS / CERTIFICATION NOTES `�- WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 140 "B" A-2 ELEVATIONS PLAN MILES PER HOUR, EXPOSURE STRUCTURE. A-3 LOWER LEVEL FLOOR A-4 UPPER LEVEL FLOOR PLAN r THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE A-5 FOUNDATION PLAN / DETAILS INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH T 1i A-6 CONCRETE FLOOR PANEL LAYOUT/DETAILS PLAN/DETAILS I FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER 16, TO WITHSTAND THE WIND I,(J }';, A-7 UPPER LEVEL REINFORCING ASSOCIATED WITH A MINIMUM WIND SPEED OF 140 MILES PER HOUR, EXPOSURE `7;i" A-8 BUILDING SECTION r STRUCTURE A-9 LINTEL DETAIL/NOTES = 140 MILES PER HOUR A-10 ROOF TRUSS DETAILS TEL/DATA LOCATION PLAN I . BASIC WIND SPEED A-11 2, WIND IMPORTANCE FACTOR = I / BUILDING CATEGORY = ENCLOSED (FUM -7, f , L_L_ 3. WIND EXPOSURE = EXPOSURE "B" 4. INTERNAL PRESSURE COEFFICIENT: + 0.18 / - 0.18 E-1 LOWER LEVEL LIGHTING PLAN E-2 UPPER LEVEL LIGHTING / LOWER LEVEL POWER O I I t L 5. COMPONENTS & CLADDING: + 34.3 PSF / - 45.3 PSF E-3 UPPER LEVEL POWER PLAN / RISER DIAGRAM / NOTES -r ALL DOOR AND WINDOW UNITS SHALL BE INSTALLED PER MANUFACTURERS M-1 HVAC MECHANICAL NOTES / DETAILS SPECIFICATIONS. (WHERE APPLICABLE) M-2 LOWER/UPPER LEVEL HVAC PLANS W THIS STRUCTURE HAS BEEN DESIGNED AS A FULLY ENCLOSED STRUCTURE. P-1 LOWER LEVEL PLUMBING PLAN / NOTES /DETAILS / RISER DIAGRAM GLAZING PROTECTION (IMPACT GLASS AND/OR HURRICANE SHUTTERS) IS REQUIRED P-2 UPPER LEVEL PLUMBING PLAN TO BE INSTALLED. =t't 7'I1IS STRUCTURE IS LOCATED IN A WIND-BORNE DEBRIS ZONE PER 2004 FBC CODES. LVL �0 _ ALLT1606.1.4. IN ACCORDANCE WITH 2004 CANY 0 0 4 W FD r� II SHALL PROVIDE MANUFACTURERS OCUMENTATION FOR PRE- U U) LU t1 j Q z MANUFACTURED SHUTTER SYSTEM OR IMPACT RESISTANT GLAZING IN WINDOW/ INN �� OUN FY o c o DOOR UNITS PRIOR TO PERMITTING.) TIRE "� E " E SAF LLJ L1- DATE:_ . U System No. W -L-1114 GENERAL NOTES j F Rating - 2 Hr T Rating - 0 Hr & FIRE INSP � 'RE001RED !f I Wi ERS F'A 3B 24 °. TICk Date: j „,.:; 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ J ALL 7 0 X101 $y: NY 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. L30 CARTER City of Sebastian Building Hej'� en 2 LA 1B SECTION A -A- • a I ki 0 A 3, JL.4 1. Wall Assembly- The fire -rated gypsum wallboard/ stud wall assem- bly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construc- tion features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and Tspaced max 24 in. OC. The opening in the wall to accommodate e through penetrant (Item 2) shall be framed on all sides within the stud cavity using short lengths of stud installed between the vertical stud members. B. Gypsum Board*- Two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 22 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop Sys- tem. The annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) and max 2 in. Pipe, con- duit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 20 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 20 in diam (or smaller) cast or ductile iron C. Cie onduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing- Nom 2 in. diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe - Nom 2 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - Foam backer rod firmly packed into open- in' as a permanent form. Packng material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Caulk - Min l/ 2 in. thickness of fill material applied within the annulus, flush with both sur- faces of wall. At the point contact location between pipe and wall, a min 1/4 in. diam bead of fill material shall be applied at the wall/pipe interface on both surfaces of wall. RECTORSEAL -Metacaulk 1000 *Bearing the UL Classification Mark ___ -_ GENERAL NOTES:41 _ 0 0 4 W COMMERCIAL/MULTI-FAMILY ILDINGS SHALL POST r� A MINIMUM 6 INCH NUMERI AL ADDRESS U U) LU t1 j Q z MULTIPLE SUITES/UNIT SHALL POST A MINIMUM o c o 4" NUMERICAL ADD SS LL_ Q1 LLJ L1- LLI � ? U GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON All CONSTRUCTION PRACTICES. 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO SHEET 1 OF CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ J OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED - TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. L30 CARTER DO NOT SCALE DRAWINGS GALVANIZED METAL BUILDING ROOF PANELS OVER SELF ADHESIVE WATERPROOF (PEEL & STICK) ROOF UNDERLAYMENT OVER NOMINAL 15/32" COX PLYWOOD `\ ROOF SHEATHING OVER PRE-ENGINEERED WOOD ROOF TRUSSES (TYPICAL) / 12 /•/ \- \- I / \ 1 =� —----- ------ — — ------------- — --------------- 03 I 0 j I �O II II I \i` I u I n II II j o I cU a O I 00 ZL LEFT SI SCALE: 1/4 V -O" n NOMINAL 16" HT & 12" HT RAISED STUCCO ACCENT �+II_ 111 BANOS W/ FOAM DENTIL ' CROWN MOULDING ALONG j BOTTOM OF SOFFIT (TYFICAL ALONG PERIMETER (') OF FUILDING WHERE SHOWN) RAISED PAINTED STUCCO ACCENT BAND (TYPICAL) PAINTED SMOOTH STUCCO FINISH OVER CMU EXTERIOR WALL CONSTRUCTION (TYPICAL) DE ELEVATION 1 - - - - - - - - - - I I DE CORATIVE RAILING W/ DECORATIVE BALLUSTERS ALONG EDGE OF UPR LVL CANTILEVERED BALCONY (TYPICAL) r \\ GALVANIZED METAL BUILDING ROOF PANELS OVER SELF ADHESIVE WATERPROOF \ (PEEL & STICK) ROOF UNDERLAYMENT OVER NOMINAL 15/32" CDX PLYWOOD ROOF SHEATHING OVER PRE-ENGINEERED ` WOOD ROOF TRUSSES (TYPICAL) i \ 12 16 --_-`------- ------ --- -------------------------------------------- ------ — — — — — — — IJ1111IIII1111111111111 II II II I111111111111111111111II II II II11111111IIII11111111111111 I 11 1111 I ,I.I M 11 11 1 1 I /,1 IJII11111 11fill 1111111I1111111111111I 11111111111111111 If 11111111111111 n 11111111 1 I NOMINAL I6" HT & 12" HT RAISED STUCCO ACCENT BANDS W/ FOAM DENTIL —I I o CROWN MOULDING ALONG BOTTOM OF SOFFIT (TYPICAL ALONG PERIMETER 1 I OF BUILDING WHERE SHOWN) Il 00 (n I �0 I. I RAISED PAINTED STUCCO - - - - - - - �— ACCENT BAND (TYPICAL) 00 I 0 N I I RIGHT SID SCALE: 1/4'= P-0" N PAINTED SMOOTH STUCCO FINISH OVER CMU EXTERIOR WALL CONSTRUCTION (TYPICAL) 0 � I 11 II J II 11 II II II 1 RAISED PAINTED STUCCO ACCENT QUIONES AT CORNERS (TYPICAL) E ELEVATION DATE ISSUE[ LOWER LEVEL AREA FINISH SCHEDULE 10/04/05 PEF I2 LI � C NOTE: 212 A 3'0" X 6'8" I RAISED PANEL SOLID CORE I FINISH SCHEDULE LEGEND Number Name Walls 213 Wall Floors Base Ceiling Ceiling Notes WOOD FURRING i- PRIVACY North East _ South West Trim y Trim 1 - - - - - - - - - - I I DE CORATIVE RAILING W/ DECORATIVE BALLUSTERS ALONG EDGE OF UPR LVL CANTILEVERED BALCONY (TYPICAL) r \\ GALVANIZED METAL BUILDING ROOF PANELS OVER SELF ADHESIVE WATERPROOF \ (PEEL & STICK) ROOF UNDERLAYMENT OVER NOMINAL 15/32" CDX PLYWOOD ROOF SHEATHING OVER PRE-ENGINEERED ` WOOD ROOF TRUSSES (TYPICAL) i \ 12 16 --_-`------- ------ --- -------------------------------------------- ------ — — — — — — — IJ1111IIII1111111111111 II II II I111111111111111111111II II II II11111111IIII11111111111111 I 11 1111 I ,I.I M 11 11 1 1 I /,1 IJII11111 11fill 1111111I1111111111111I 11111111111111111 If 11111111111111 n 11111111 1 I NOMINAL I6" HT & 12" HT RAISED STUCCO ACCENT BANDS W/ FOAM DENTIL —I I o CROWN MOULDING ALONG BOTTOM OF SOFFIT (TYPICAL ALONG PERIMETER 1 I OF BUILDING WHERE SHOWN) Il 00 (n I �0 I. I RAISED PAINTED STUCCO - - - - - - - �— ACCENT BAND (TYPICAL) 00 I 0 N I I RIGHT SID SCALE: 1/4'= P-0" N PAINTED SMOOTH STUCCO FINISH OVER CMU EXTERIOR WALL CONSTRUCTION (TYPICAL) 0 � I 11 II J II 11 II II II 1 RAISED PAINTED STUCCO ACCENT QUIONES AT CORNERS (TYPICAL) E ELEVATION OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS 4 SHEET i fi � DATE ISSUE[ LOWER LEVEL AREA FINISH SCHEDULE 10/04/05 PEF I2 LI � C NOTE: 212 A 3'0" X 6'8" I RAISED PANEL SOLID CORE I FINISH SCHEDULE LEGEND Number Name Walls 213 Wall Floors Base Ceiling Ceiling Notes WOOD FURRING WOOD I PRIVACY North East _ South West Trim y Trim Height, Trim Height 1 11 GYPSUM BOARD OVEP:PRESSURE TREArIED A PAINTED C -CLOSURE BY OTHERS K Q S INSTALL FIRE RATED WALLS WHERE REQ'D ALONG M �1 100 LOBBY A A I B A E r K R 9" 6" W PRIOR CMU VY t1LLS 101 OFFICE C C I B A K Q S 9'-6"" UTILIZE JERPROOF FINISH UP TO MIN �TERPROOF GYPSUM BOARD WITH W` 102 OFFICE c B B C E r K R 9'-6" B PAINTED ["MUM 48" HT AFF IN ALL WET AREAS 103 OFFICE C B I C C �, K R 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D WITH MAS�� TED WOOD FURRING TREAVIU 104 OFFICE C C C A K R 8'-0"" INSTALL FIRE RATED WALLS WHERE REQ'D S UTILIZE W ,PNRY I BOARD OVER PRESSURE WALLS. OVER EXTERIOR C' 105 WORK AREA C B C A K Q S 91-611 INSTALL FIRE RATED WALLS WHERE REQ'D NRY INSULATION UP TO MIl~a TER�ROOF GYPSUM BOARD WITH Wi' TERPRooF FINISH SOLID CORE I WOOD I I SECURITY I ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO 106 OFFICE A B C C E � K Q S 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D C PAINTED (IMUM 48" IIT AFF IN ALL WET AREAS 107 OFFICE C C B B E P R 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D � UTILIZE y,iYPSLIM BOARD OVER WOOD STUD INTERIOR WALL FRAMING 108 JAN CLOSET C C C B K R 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D UP TO MIT,ATERPROOF GYPSUM BOARD WITH WATERPROOF FINISH 109 OFFICE C C C Br: K R 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D D EXPOSED tMUM 48" HT AFF INALL L WET AREAS 110 OFFICE C A C C `r P R 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D E PAINTED `MU WALL - NO FINISH REQUIRED 111 STORAGE c c c B K R Y-611 INSTALL FIRE RATED WALLS WHERE REQ'D MINIMUM STYLE/PRS ooDAs ELECTED ATW ER 36" HT AFF 112 OFFICE B C C B _ 113 BREAKROOM B A C C E 1 F K Q S 8'-0" INSTALL FIRE RATED WALLS WHERE REQ'D , F CERAMIC ,FILE FLOORING (OPTIONAL MARBLE TILE FLOORING) 114 MEN LAV B C C C ' E F I L 1 Q I S 8'-0" INSTALL FIRE RATED WALLS WHERE REQ'D STYLE/C07.OR AS SELECTED BY OWNER 115 WMN LAV C c A I C 1 E ' F I L 1 Q S ' 8'-0" INSTALL FIRE RATED WALLS WHERE REQ'D G COMMERCJAL GRADE CARPET FLOORING 116 UTILITY RM D D D 1 C I J P I T , 12'-0" INSTALL FIRE RATED WALLS WHERE REQ'D STYLE/PAtTERN/COLOR AS SELECTED BY OWNER 117 STORAGE D D D I D 1 ' H P 1 T I VARIES SLOPE CEILING UNDER CONC STAIRS H COMMERCIAL GRADE VINYL FLOOR TILE 118 ELEV EQUIP D D I D I D I H P 1 T I 12'-0" 1 STYLE/COLOR/PATTERN AS SELECTED BY OWNER 119 STORAGE D D I C D ' I J P T I 12'-0" INSTALL FIRE RATED WALLS WHERE REQ'D J EXPOSED CONCRETE FLOOR - PTO FINISH REQUIRED 120 HALL C C I C' C ( E I F I K Q I S I 9'-6" INSTALL FIRE RATED WALLS WHERE REQ'D I (OPTIONAL-EPDXY SEALED CONCRETE FLOOR) K PAINTED BASE TRIM 121 CORRIDOR B A/C 1 A A E I F I K Q i S i 8'-0" (INSTALL FIRE RATED WALLS WHERE REQ'D i STYLE/PROFILE AS SELECTED EY OWNER FILE L COMMERCIAL GRADE TILE BASE TRIM UPPER LEVEL FINISH SCHEDULE STYLE/C01..OR/PATTERN AS SELECTED BY OWNER Number Name Walls Wall Floors Base Ceiling Ceiling Notes M EXPOSED IWALL AREA -NO BASE TRIM REQUIRED North East South West Trim Trim Trim Height P VINYL CO ,/E BASE TRIM 200 OFFICE C C B C E W K V S VARIES PROVIDE TRAY CEILING AS SHOWN STYLE/COLOR AS SELECTED BY OWNER 201 LOUNGE C C B B E W K V S 10'-0" Q PAINTED GYPSUM BOARD CEILING OVER SUSPENDED METAL LATHE 202 CLOSET C C C W K V 10'-01, SUPPORT `; a 1 C U i / 6'-8' f 200 NOMINAL 6' THICK PRE -CAST CONCRETE FLOOR PANELS WITH MINIMUM 2' CONCRETE TOPPING (TYPICAL ALONG UPPER LEVEL FLOOR AREA) CANTILEVER FLOOR PANELS OVER CMU WALL FOR BALCONY AS REQUIRED PR❑VIDE OWNER REQUIRED FINISH OVER CONCRETE FLOOR PANELS - SLOPE FLOOR AWAY FROM BUILDING TO DRAIN 8'-2" 7'-7' 23'-11' 22'-3' 66'-0" NOMINAL 6' THICK PRE -CAST CONCRETE FL❑❑R PANELS WITH MINIMUM 2' CONCRETE TOPPING (TYPICAL ALONG UPPER LEVEL FLOOR AREA) t 11'-il' 1 TOP OF CMU WALL AT 12'-0' HT AFF (TYPICAL ALONG ALL LOWER LEVEL CMU WALLS) \ _ t I t` I . I NO FLOOR - OPEN TO BELOW (TYPICAL WHERE SHOWN) \D 1 ' 1 1 6'-3' 7'-1" 8', 4'-2" IINOMINAL 6' THICK RI: --CAST CONCRETE FLOOR PANELS WITH MINIMUM r' CONCRETE TOPPING (TYPICAL ALONG UPPER LEVEL FLOOR AREA) C) NO FLOOR THIS AREA — i OPEN TO BELOW e \ Cu 0"` I I O 9'-1' CU 91 " 7'-7' -1• I I _ / ? ......_.. �.. ... _ . �.-. �' 8'-Z' I I 23'-11' L I I cu 2'-4' 1'-8' 2'-4' 9'-10' 2'-4' ,i'-8' 2'-4' 1 -- - -- 66'-0" - FLOOR PANEL LAYOUT PLAN SCALE: 1/4" = P-0" - Ka 0 000 00-000 I 0 I co I 0 Ln y bar cast in beam @ 3'4" o.c., #3 bar cont., and t-6 bar grouted in core or keyway, one per plank, not by Coreslab. See topping note. Afi Perma-Span 3" brg. nom. Secondary pour, not by Coreslab bar cast in beam @ o.c., #3 bar cont., by Coreslob. 000 Permo-Span For lap see plan Secondary pour, not by Coreslob. bar cost in bea,��1 @ 3'4" o.c., #3 bar c°'n t., andp( bar grouter in core or keyway, ons per plank, not by Core4 ob. See topping note. I I Permo-Span �3" brg. nom. Secondary pour, not by Coreslab. DATE ISSUED: 09/16/05 CLIENT REVIEW z 3' 37" U PERMA—SPAN cn z 3`3"`32" 32"f32"/3" 3" 32. 32°_,32" 3j" 31- C) CU - TING INCREMENT. N S -r— d" � z Q � (n LLJ 4,a 1 1 3" 6,> ±U" 1 3e" 8„ ±'i" 1 313" 10" ±1' 1 3b" ±1' ^ ` "�`. + ,+ + — +I 00 0 ]OOCU U -� 12 6'i" ±U 2 61 +Q„ 2 8" ±1' 2 913" m �� + + + + + + + + + + + 0n- W 3 913" ±U" 3 10" ±13" 3 1'-0e" ±1' 3 1'-20" ±1'1 - 2" 7" i" ,3g I13� / 1• ,3� 1• r3� I'%I 1 1- 7. 2" 32" I/3� �r32" 136 26 It I 4 1'-1e" ±U" 4 1'-1'i" ±B" 4 1'-4i" ±1' 4 1'-8" ±1'1 ,ti�2� U Nz 0 0 � z 5 1'— 4 i " ±6" 5 1'— S ±13" 5 1'— 8" ±f ' cJ 2'— 1 e ' ±1' NOTE: ALL STRANDS ARE 5/16"DIA. 3 WIRE. 16 1'-8" ±U 6 1'-8 ±'i" 6 1'-11'i" ±1' 6 2'-6e" ±1' 1 6" PERMA-S AN STRAND PATTERN LOCATIONS Li (n 17 1'-11'i ±U 7 1'-11 ±13' 7 2'-3D ±1' 7 3'-06" ±1' IPS UNITS ITE PAi, STRAND LOCATIONS 1 2 3 4 5 6 7 $ 9 10 11 12 18 2'-26" ±U" 8 2'-2i" ±B" 8 2'-8" ±1` 8 3'-4" ® 6 Q 19 2'-6e" ±U" 9 2'-6" ±13" 9 3'-0e" +1' 1 A I 10 110 2'-9'i" ±U" 10 2'-9'i" ±13" 10 3'-4" 1 112 . . . . . 111 3'-1" ±U" 113'-06" ±'i" LLJ 1 ` 14 6 . 1123'-4"123'-4 1 Ij t0 I / I NOTE: TOLERANCE MAY BE IN 'REASE� 6 172 I 14 I I TO SUIT PLANT MEASUREMENTS. 7/98 Permo-Spon 116 t . . . . I 0 I co I 0 Ln y bar cast in beam @ 3'4" o.c., #3 bar cont., and t-6 bar grouted in core or keyway, one per plank, not by Coreslab. See topping note. Afi Perma-Span 3" brg. nom. Secondary pour, not by Coreslab bar cast in beam @ o.c., #3 bar cont., by Coreslob. 000 Permo-Span For lap see plan Secondary pour, not by Coreslob. bar cost in bea,��1 @ 3'4" o.c., #3 bar c°'n t., andp( bar grouter in core or keyway, ons per plank, not by Core4 ob. See topping note. I I Permo-Span �3" brg. nom. Secondary pour, not by Coreslab. DATE ISSUED: 09/16/05 CLIENT REVIEW f B5 ,P� bar cast in beam @ RECOMENDED PROCEDURE FOR CUTTING ,5'4" o.c., #3 bar °ant., OPENINGS IN P.S. SLABS not by Coreslab. I I I See topping note. i '000 SPAN I I IL I � I I I I Perma-Spon I I I I f For lap I see plan Secondary pour, PLAN not by Coreslob. 1 �X� Field cut holes, other than those shown on plans, STEP # must be approved by Coreslab Engineering Dept. F 7 Drill a pilot hole thru slab at each corner of proposed STEP #2 �X� opening. STEP #377 T Saw cut opening edges running parallel with prestressing �I strands. #4M prestressing Sowcut opening edges running perpendicular to STEP #4 //////������ prestressing strands. Do not cut beyond pilot holes. u hooked bar ct in Roiling, conn., end pour as not by Coreslab. and all materials req'd beam @ 3'4" ox"4fGj x 36" bar grouted in core, keyway or topping, not by Coreslob. See topping note 000 II IL� Perma-Span Perma-Span j See plan Perma-Span 3" brg. nom. 3" brg. nom. - For lap 3' brg. nom. ) J see plan) V — D1 B6 B7 PLANS' APPRAW"I'VED Date: By: lr� 01ty of Sebastian Building Department 01 z 0 U U cn z o C) W 0 0 N Ln n � z Q � (n LLJ v) _j 010 m 0n- W Z U _72i N ry z <� w o z U Nz 0 0 � z X z W LC°n Li (n O N I o ry r\ N ® Q ),t-/7hooked bar cost it beam @ 3'4" o.c., �A6 x m J 36" bar grouted in core,■ keyway or topping, not by Q Coreslab. o z LIJ LLJ F- I / Permo-Spon 3" brg. nom. J 3" brg. nom. f B5 ,P� bar cast in beam @ RECOMENDED PROCEDURE FOR CUTTING ,5'4" o.c., #3 bar °ant., OPENINGS IN P.S. SLABS not by Coreslab. I I I See topping note. i '000 SPAN I I IL I � I I I I Perma-Spon I I I I f For lap I see plan Secondary pour, PLAN not by Coreslob. 1 �X� Field cut holes, other than those shown on plans, STEP # must be approved by Coreslab Engineering Dept. F 7 Drill a pilot hole thru slab at each corner of proposed STEP #2 �X� opening. STEP #377 T Saw cut opening edges running parallel with prestressing �I strands. #4M prestressing Sowcut opening edges running perpendicular to STEP #4 //////������ prestressing strands. Do not cut beyond pilot holes. u hooked bar ct in Roiling, conn., end pour as not by Coreslab. and all materials req'd beam @ 3'4" ox"4fGj x 36" bar grouted in core, keyway or topping, not by Coreslob. See topping note 000 II IL� Perma-Span Perma-Span j See plan Perma-Span 3" brg. nom. 3" brg. nom. - For lap 3' brg. nom. ) J see plan) V — D1 B6 B7 PLANS' APPRAW"I'VED Date: By: lr� 01ty of Sebastian Building Department 01 -- ZLU LU U C) 0 0 oW� � z Q � (n LLJ LLJ Cl� LO = 0C LL �Ll_ 00Q- �_ J LL1��LL� Q�o�o W W - Ll - GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WrrH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. /46 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE SHEET 6 OF BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. BOB CARTER DO NOT SCALE DRAWINGS a O I d 0 I r CU I CQ 00 I in 00 I System No: W -L-2002 Z(Formerly System No. 148) F Ratings -1, 1-1/2 and 2 Hr (See Item 3) T Ratings - 3/4, 1, 1-1/2 and 2 Hr (See Item 3) L Rating At Ambient - 7 CFM/sq it (See Item 30 L Rating At 400 F -1 CFM/sq it (See Item 30 PROVIDE 2" X 4" WOOD PLATE IA --ROOF DECK ABOVE - - r'�A 5-80 ASCREQUIRED DATE ISSUED: '-4' 16'-3' 12'-10'-,,.. 8'-2" O 3B 09/16/05 CLIENT REVIEW 3 GQ -,5' .... .. • / iL UNDERSIDETOF ROOFTIDECKI ABOVE � ac 11j21lof GiTIIjVS FIRE CAULK ALL JOINTS (TYPICAL) m MINIMUM R-19 BATT - z L 1' INSULATION ABOVE CEILING i 3A SYSTEM (TYPICAL) • r • • _ l j • • • •' • • / • • JW SECTION A -A • • • e • • •---�--- _. • • j 1. Wall Assembly- The 1 or 2 hr fire -rated gypsum wallboaTr rd/stud NOMINAL 1 "GYPSUM BOAR CEILING � wall assembly shall be constructed of the materials and in the manner NO IN L /2 D CE L NG ALONG BOTTOM CHORD OF WOOD ROOF described in the individual U300 or U400 Series Wall or Partition r n TRUSSES -PREP & PRIME GYP D FOR Design in the UL Fire Resistance Directory and shall include the follow- CD ( , PAINT FINISH AS SELECTED BY OWNER irtg construction features: �J O � • � • � A. Studs - Wall framing may consist of either wood studs or steel (i Co INSTALL FIRE BLOCKING AT CEILING channel studs. Wood studs to consist of nom 2 by 4 in. lumber Q) TOP ❑F CMU WALL AT 10 -0 HT AFF LINE PER BUILDING CODE \ spaced 16 in. OC with nom 2 by 4 in. lumber end plates and W N u7 Co (TYPICAL ALONG ALL UPPER LEVEL WHERE REQUIRED cross braces. Steel studs to be min 3-5 /8 in. wide by 1-3/8 in. Q t� CO CMU WALLS) ( ) S/8" TYPE "X" FIRE RATED GYPSUM BOARD deep channels spaced max 24 in. OC. uare or � -4- CMUE OF OFLROOFFROM DEECKFLOOR ABOVETIGHT B. tapered edges. The gypsum wallboard type, thickness, ss, number of 09 IL N FINISH AS SELECTED BY OWNER layers, fastener type and sheet orientation shall be as specified in - the individual U300 or U400 Series Design in the UL Fire _� UL LISTED APPROVED MINERAL WOOL/ GLASS Resis- tance Directory. Max diam of opening is 7 in. L_L _ Q FIBER INSULATION IN STUD CAVITIES - DO NOl 2. Nonmetallic Pipe or Conduit- One nonmetallic pipe or conduit is r� W p' ti INSTALL PAPER/FOIL BACKED INSULATION IN centered within the firestop system. Pipe or conduit to be installed near �/ WOOD STUD WALL CONSTRUCTION FIRE RATED PARTITION WALL center of stud cavity width and to be rigidly supported on both sides z of wall. The following types and sizes of nonmetallic pipes or conduit _ J N 12'-5' �8' . 2 '-7" DESCRIPTIO HIS SHE r may be Nom 6 in. diam (or smaller) Schedule 40 solid -core polyvinyl 27'-10 _...- ... ... ....:. . ............. / /., ..,. __ .. ----._.,... _. ... .._.......,,, .. ... .,,... ..... .. ...._.., .-.. 2 - � chloride (PVC) pipe. SEE FIRE RATED DETAIL N T ET Z BASE TRIM SELECTED I_l_I BY OWNER 1 PT SYP NO 2 WOOD PLATE B. Nom 4 in. diam (or smaller) Schedule 40 cellular core polyvinyl W O O SECURED TO FLOOR AS chloride (PVC) pipe. ( 1 N FLOORING AS SELECTED REQUIRED C butadiene -styrene Nom 4 in. o(ABS)IlpipSchedule 40 solid -core acrylonitrile- z �J � X Com.-- • - • • ` • • • _ BY OWNER D. Nom 4 in. diam (or smaller) Schedule 40 fire retardant polypro- ( n i • lene (FRPP) pipe. J z Lt • 'sem py diam or smaller Rigid Nonmetallic Conduit formed E. Nom 4 m. ( ) g Z CO 12'-5' of PVC o F. Nom 1 in. diam (smaller) Electrical Nonmetallic Tubing formed W TYPICAL INTERIOR WALL SECTION of PVC. w o G. Nom 6 in. diam (or smaller) Schedule 40 chlorinated polyvinyl (n N U-) r+ chloride (CPVC) pipe. • See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetal - e' r- • • • • • • ' • - rials Directorylic fororJnamecates ofemanufacturerss in UL ical Construction Mate- � N • • NON LOAD BEARING FIRE RATED WALL PARTITION y y I - NOMINAL 2 X 4 SPF NO 2 AT 16" OC WOOD STUDS 3. Firesto System - Installed symmetrically ll on both sides of wall 7'-1' 8 4'-2' assembly. The hourly F and T Ratings for the firespip system are INDICATES LOCATION ❑F tl' 5 DIA VERTICAL1/2"=1)-0" „ � „ dependent upon the type and size of nonmetallic pipe or conduit, the . Q SCALE: A L E : 1 1 / 2 = 1 - O piping system type (closed systems such as process or supply piping or m N REINFORCING FROM FOUNDATI❑N TO TOP OF • - CMU WALL AND FILL CMU CELL SOLID -- • __ -__- vented systems such as drain, waste or vent to mg) and the hourly fore I (TYPICAL WHERE SHOWN ACELL CMU WALLS) rating o the wall assembly in which it is instal ed, as shown in the fol- Q • a � lowing table. 0 Pipe or Nom Annular Piping Wall F T z x?3'. - z ''-' t ,, '" Conduit Pipe Space System Fire Rating Rating O • o WALLS aND ANT RIO i P2ARTITIONS 11 bb FIRR -"A E7 3 (\ I MED!," �s;<"I'' t.€ Type Dram In. (a) - Ralii,g Hr Hr Lf� -.l .-� ,= a / %la uiiin.iiou.,'` nnionou°i°au /� d x.; YP In GA FIL`[�O IIIVP 3605' N✓:� , �+iER1� 1 DOUR 30 toSC PxPP l/ztoz o-3116 V 2 1-112 1-1/2 w • NO FLOOR - ❑PEN T❑ BEL❑W FERE s E` ""SOUND FRPP,rs 1/2to2 0-3/16 c 2 2 z GYPSUM WALLBOARD, WOOD STUDS � __ tai r _ ABS 1/2to4 0-3/16 Cyv 1 LIJ 1 314 ABS 1/2to4 0-3/16 CV 2 1-1/2 1-1/2 ' • (TYPICAL WHERE SHOWN) One layer 5/e" type X lain or redecorated sum wallboard, water-resistant a •• �, •• I Y YP P P 9YP gypsum I I PVC 1/2to4 0-3116 CIV 1 1 1 • o backing board, or gypsum veneer base applied parallel or at right angles to each side of I PVC 1/2 to 4 0-3/16 CV 2 2 2 2 x 4 wood studs 13" o.c. with 6d coated nails, 17/s" long, 0.0915" shank, 7/4" heads, 7" I FRPP+ 2-1/2to4 0-3/16 CV 2 1-1/2 1-1/2 o.c. Joints of squat -8 edge, bevel edge or predecorated wallboard may be left exposed. PVC+ 5,6 0-3/16 CV 2 1-1/2 1-1/2 • Joints staggered 16" iUn opposite sides. (LOAD-BEARING) I I - • +Pie covering material wrap re uired on pipe on both sides of wall. I • • Thickness: 4 /a" y 1 j (a)C =closed systems, V = vented systems. ' � The details of the firesto system shall be as follows. ev'I to • Approx. Weight: 7 psf r Cavity p P- I Fire Test: UL 81319-4, -6, 6-17-52; A. Fill Void or Cavi Materials* - Wrap Strip Nom i/4 in. CD, o thick intumescent elastomeric material faced on one side with UL 82717-39, 1-20-66; aluminum foil, supplied in 2 in. wide strips. Ke 2 in. wide: • • • iside exposed) with the edges butted against the surface of the • UI_ Design 0305; strips tightly wra ped around nonmetallic pi a or conduit foil UL 83501 52, 3-15-66, • - g wall. Sufficient layers of wrap strip shall be installed to lap a min O� • ,1 •--------- • • • ®• 03 ULC Design W301 • Sound Test: OR 64-8, 2-4-64 of 3/16 in. on the wall surface around the entire perimeter of the: circular through opening. For nom 1/2 in. to nom 2 in. diam a ipes or conduits, a mon of one layer of wrap strip is required. °� _-. _. _:.,, •, , , ..,,. or nom 2-1/2 in. and nom 3 in. 'am pipes, a mm of two layers • of wrap strip is required. For nom 3-1/3 m. and nom 4 in. diam m • 28'-10" I F3 j 7'-1" 8., 4'-2' S"' 22'-7' pip a n of three layers of wrap strip is required. For nom 5 es, rru r -, _.., .._ ... _ . and 6 in. diam, two tiers (4 in. overall length) of three layers of wrap strip is required, with adjoining wrap strip layer edges between tiers tightly butted. Each layer of wrap strop to be • MINIMUM R-19 BATT installed with bulled seam, with butted seams in successive lay- INSULATION ;i,BOVE CEILING - ers staggered. Wrap strip layers temporarily held in position SYSTEM (TYF ICAL) using aluminum foil tape, steel wire tie or equivalent. I p MINNESOTA MINING &MFG CO -T pe FS -195+ n n _ B. Steel Collar- Nom 2 or 4 in. deep collar with 1-1/4 in. wide by (� X. 2 in. long anchor tabs and thin 3/4 on. long tabs to retain wrap C� N❑ FLOOR THIS AREA strip layers. Coils of recut 0.016 in. thick (No. 30 gauge) galv I I ROOF/CEILIN CONSTRUCTION sheet steel available from wrap strip manufacturer. As an alter -- ❑PEN TO BELOW o - nate, collar may be field -fabricated from rain 0.016 in. thick (No. G I 1 o r • SEE FIRE RATED DETAIL/ .J LL J DESCRIPTION THIS SHEET _ 30 gauge) galy sheet steel in accordance with instruction sheet ALONG BOTTOM CHORD OF WOOD ROOF pp y p p �- " INSTALL RATED PARTITION TIGHT TO Steel collar, with anchor abs bent outward 90 deg, wrapped tightly • `0 18_2" 23 3 a TRUSSES -PREP &PRIME GYP BRD FOR UNDERSIDE OF ROOF DECK ABOVE around wrap strip layers with rein 1 in. overlap at the seam. With F- 23'-3° ct1 PAINT FINISH AS SELECTED BY OWNER I j FIRE CAULK ALL JOINTS (TYPICAL) steel collar anchor tabs pressed tightly against wall surface, com- • m INSTALL FIRE BLOCKING AT CEILING \ press collar around wrap strip layers using a min 1/2 in. wide by Q LINE PER BUILDING CODE TYPE "X" FIRE RATED GYPSUM BOARD 0.028 in. thick stainless steel band clam pp with worm drive tighten - 5/8" w a 110 • (WHERE REQUIRED) EACH SIDE OF WALL - FROM FLOOR TIGHT ing mechanism at the collar midheight. As an alternate to the � %) C0 TO UNDERSIDE OF ROOF DECK ABOVE stainless steel band clamp, the steel collar may be compressed `� C) FINISH AS SELECTED B: OWNER • • I L'� v around nom 4 in. diam or smaller nonmetallic pipes using two min - 16 SWG (0.0625 in. diam) steel wires secured with multiple twists. C) cU • As an alternate to the band clamps or steel wires, collars may be • o ` UL LISTED APPROVED MINERAL WOOL/ GLASS secured by a means No. 10 by 1/2 in. long sheet metal screws CII • • • • • • • • • • • • installed in the vertical axis at the center of the 1 in. overlap along I r FIBER INSULATION IN STUD CAVITIES - DO NOT INSTALL PAPER/FOIL BACKED INSULATION IN ( o I I WOOD STUD WALL CONSTRUCTION the perimeter joint of the collar. A mi of three screws is required. � FIRE RATED PARTITION WALL " SEE FIRE RATED DETAIL/ Secure collar to wall surface with 3/16 in. diam steel toggle bolts Lr 9 1 9'-1' �_ 8'-2' 7'-7' _ 8 -2 DESCRIPTION THIS SHEET (5/8 in. or 1-1/4 in. grip) in conjunction with min 1-1/ tin. diam 8�2.I-' " cU r , I I steel washers. �r BASE TRIM SELECTED Three bolts, symmetrically located, required for 2 in dee steel 23'-1.1" _I _ a\ 18'-2" a\ _ _ 23`11' BY OWNER ` PT SYP NO 2 WOOD PLATE collar for nom 1/2 in., to nom 3 in. diam pipes. Four bolts, - • • _____ .I J • SECURED TO FLOOR AS symmetrically located, required for 2 in, deep steel collar for nom - • L ___ I I • • FLOORING AS SELECTED REQUIRED 3-1/2 and 4 in. diam pipes. Five to seven bolts (every other anchor ®• _--� • ® N iv _____ -- - - BY OWNER tab) required. for 4 in. deep steel collar for nom 5 and 6 in. diam pipes. Aspa final step, bend retainer tabs 90 deg toward pipe to lock C. Fill Void or Cavity Materials" - Caulk or Putty- Generous wrap U layers in position. _ 21'-6" __ _ - -- 22-3� bead of caulk applied to outer perimeter of wrap strip at inter - TYPICAL INTERIOR WALL SECTION face with wall surface and to perimeter of pipe or conduit at its 22' egress from the wra stri layers. -- - ., p p 2'-4' �1'-8"� 2'-4' / 9'-10' 2'-4' /1'-8'/ 2'-4' MINNESOTA MINING &MFG CO- CP 25WB+ Caulk and MPS -2+ Putty (Note: L Ratings apply only when Type CP -25 WB+ caulk is used.) Z2_6" f _21'- 9" N 0 N LOAD BEARING - FIRE RATED WALL PARTITION D. Pipe Covering* Not Shown - Nom 1 in. thick hollow cylin- >> dncal heavy density (min 3.5 ppcf) glass fiber units jacketed on the 21'-9' NOMINAL 2" X 4" SPF NO 2 AT 16" OC WOOD STUDS outside with an all service jac[cet. When required (see table), min SCALE: 1 1/2"= V-0" 6 in. length of pipe covering installed around PVC pipe at its egress from steel collar on both sides of wall. Pipe covering - _ - __ _ - --- - -- ----- ---- - ----- -- --- ----------- --- -- - secured to pipe with steel wire ties spaced max 4 in. OC. Ede of Edge pipe coverm abutting steel collar to be sealed with a min 1/4 in. UPPER LEVEL VERTICAL REINFORCING PLAN �, caulk (Item c). M - Materials (BRGU) category ' See Pi b e and Equipment Covering - -- p SCALE: I/4" = I,_0 __--------- - :GA FILE NO, RC 2;601 GE . EFIC =1 YOUR in Building Materials Directory for names of manufacturers. An =;; • •;=- - " = -�-.� � =' . -<t ��,�FiE _ pipe covering material meeting the above specifications and bear GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING g $ p _ ------ -- : w..r m the UL Classification Markin with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. Fire Rating: 1 Hour No. 8-1-007 Base layer 5/s" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" E. Firestop Device*- (Not shown) =As an alternate to Items A, � o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer 5/e" type X gypsum B and C for nom 1-1/2, 2, 3 or 4 in. diam nonmetallic pipes, a < wallboard or gypsum veneer base applied at right angles to joists with 17/8" Type W or firestop device consisting of a sheet -steel split collar lined with S drywall screws 12" o.c. at joints and intermediate joists and 11/2" Type G drywall intumescent material and provided with steel clips for attachment TABLE 721.3.2 screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base may be used. Firestop device to be installed on both sides of wall layer joints. Wood joists supporting 1/2" plywood with exterior glue applied at right angles in accordance with the companymg installation instructions. Q ac MM MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING to joists with 8d nails. Appropriate roof covering. Ceiling provides one hour fire MINNESOTA MINING & FG CO -Types PPD 150, PPD a,b,C,d resistance protection for framing, including trusses. 200, PPD 300, PPD 400 �- Q OR NONBEARING CONCRETE MASONRY WALLS Approx. ceiling Bearing the UL Classification Mark cl� to FIRE -RESISTANCE RATING (hours) Weight: 5 psf - - W /z /4 1 1 /4 1 /2 1 /4 2 2 /4 2 /2 2 /4 3 3'/4 31/2 3% 4 Fire Test: IT FC 172, 2-25 72; 1 3 7 1 3 7 3 OF AGGREGATE ITS, 8-6-98 w Z_ `s TYPE Pumice or expanded slag 1.5 1.9 2.1 2.5 2.7 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.5 4.1 Expanded shale, clay or slate 1.8 2.2 2.6 2.9 3.3 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 4.9 5.1 O � W Limestone, cinders or 1.9 2.3 2.7 3.1 3.4 3.7 4.0 4.3 4.5 4.8 5.0 5.2 5.5 5.7 5.9 Date: %l � LC Q O tZ unexpanded slag Ii ' ous 2.0 2.4 2.8 3.2 3.6 3.9 4.2 4.5 4.8 5.0 5.3 5.5 5.8 6.0 6.2 By; � z � � LL_ O gravel eons or siliceous FIRE R.A.TED CMU DESIGN CRITERIA � o Z C) City of Sebastian Building Department Z o � - __J For SI: 1 inch = 25,4 mm. ww�L� I I���1L &Wn 7e end of each se In 4112 4able car, b2 determined byre�n�rpaln.it not be less thana, �alUeS geNVeen lll�IN ALL AREAS REQUIRING A ONE (1) HOUR FIRE b, Where Combustible members are framed into the wall, the thickness of solid material S tleseshils with a / T007 RATED CMU INTERIOR WALL PARTITION, THE the opposite face of the wall, or between members Set in from OppO ,fume of each BUILDER SHALL INSTALL NOMINAL 8" X 16" X 8" GENERAL NOTES member and pp 3 8rG811t Of the thlchness shown in the table. I Gimky ^ (I c CMU UNITS (MADE FROM LIMESTONE, CINDERS �, ZHESE DRAWIPIGS WERE9 HUM OR UNEXPANDED SLAG) PROVIDING A MINIMUM CONTRACTOR/OWNER-BUILDER TION PRACTICES. is KNOWLEDGEABLE of coM►nort /y c. Requirements of ASTM C 55, ASTM C %3 Or ASTM M C yO shall appy CONSTRUCTION PRACT{CES. . Minimum TTl T8(s of equivalent tt11C1(nE'.SS Corresponding t0 the hourly fire-aSlStance rating for U THICKNESS OF 2.7 INCHES OR GREATER IN 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR combination of aggregate shall be determined by linear interpolation based on the percent by ' -- ---- ---- ACCORDANCE WITH 2001 FBC CHAPTER 7, ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE SHEET 7 OF aggfegate Used In manufacture. __ROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO 1. Rinker Type T-007 C.M.U.mu8" x 8" x 16" nomina . - -- ---- - TABLE 709.3.1. "MINIMUM EQUIVALENT THICKNESS CONSTRUCTION. - (INCHES) OF BEARING OR NONBEARING CONCRETE 3. THE FOUNDATION PLAN SHALL BE VERIFIED T BY THE CONTRACTOR/ _ 2, ASTM C270 Masonry Mortars Type M, S, or N. Face shell or full mortar artition OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED e N only in interior, nonloadbearing p MASONRY WALLS. TRUSS LAYOUT. bedding as required. UseType y BOB CARTER 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. walls. DO NOT SCALE DRAWINGS 3. Masonry grout, reinforcing steel, joint reinforcement, anchors, ties and accessories (Optional - Not Shown). Use where specified. GALVANIZED METAL RODE PANELS PRECAST OR PERMED SILL OVER MINIMIM 15% FELT PAPER EXTERIOR FINISH CSEE ELEVATIONS) ON N13MINAL 15/32' COX PLYWOOD # 50 VERTICAL REINFORCBC PRE-ENGINEERED VDOD TRUSSES AS INDICATED ON PLAN AND FILL R19 INSLLATION (OPTIONAL R= CHU CELL SOLID WITH CONCRETE HURRICANE STRAPS AT EACH TMr,, CONCRETE RAILING WITH (SEE CONNECTOR SCHEDULE) CONCRETE BALLUSTERS (SEE ELEVATIONS FOR RODE PITCH) (TYPICAL ALONG BALCONY) NON SLIP TILE FLOORING OVER METAL DRIP STRIP`5/8' GROUT OVER CANTILEVERED . - DRYWALL OR 1/2' DRYWALL OVER 1'x3' 1'x6' FASCIA (OTIDHAL ALUNINUIDJ FURRING STRIPS) SCREENED VENT IN SOFFIT 16. O/H - ` BEYOND OPENINGS INSTALL 3 (OPTIONAL ALUMIAIH) (SEE ELEVS) / COURSES — � BLOCK V/ !#5/ REIF'IRC.DNG 1 50 RE16' RCING PROVIDE FOAM TRIM W/ / • EACH COURSE AND FILL WITH DEWM BLOCK RELIF'' CONCRETE ALONG BOTTOM 1F swm O COMPACTED AND TERMITE TREATED SOIL • NOTE. NAIL FASTEN ALL WALL/ROOF _ 0 SHIEATHU46 W/Bd AT 4' GC. ON - —•- — EDGES AND 6' GG IN FIELD �(D .. I ABOVE OPENINGS -INSTALL PRE -CAST CONCRETE LINTEL 03 , IM IV%VIXFOTOITGEIRL OVER DOOR AND VRNIEV O N 13PM?•l4M UNLESS NOTED • •v OTHERWISE VARIES TO 7-4' BEYOND OPENINGS INSTALL 3 COURSES OF 8'x8')16' LNM BLOCK V/ 1#5/ REINFORCING EACH COHURSE AND FILL WITH CONCRETE NOTE, NAIL FASTEN ALL VALL/RODF SHEATHING Wild AT 4' GC. I EDGES AND 6' M IN FIELD —1/2' DRYWALL _ — — Px2' PT FURRING STRIP MASONRY INSU-ATIM = ti 6' PRECAST CONCRETE FLIER PANEL ACWSTICAL CEILING TILE ABOVE OPENINGS -INSTALL PRE -CAST CONCRETE LINTEL. OVER BOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE PRECAST OR PERMED SILL EXTERIOR FINISH CSEE ELEVATIONS) # 50 VERTICAL REINFORCBC ` AS INDICATED ON PLAN AND FILL (-1 ` CHU CELL SOLID WITH CONCRETE ,, CONCRETE RAILING WITH AS INDICATED ON PLM AND FILL CONCRETE BALLUSTERS Ln (TYPICAL ALONG BALCONY) NON SLIP TILE FLOORING OVER LAP BMS HON 3W (TYPICAL) GROUT OVER CANTILEVERED olO CONCRETE FLOOR PANELS Q (TYPICAL ALONG BALCONY AREIU \I SLOPE TO DRAIN .� a — � I v 1 I D1 BEYOND OPENINGS INSTALL 3 COURSES OF 8'x8')16' LNM BLOCK V/ 1#5/ REINFORCING EACH COHURSE AND FILL WITH CONCRETE NOTE, NAIL FASTEN ALL VALL/RODF SHEATHING Wild AT 4' GC. I EDGES AND 6' M IN FIELD —1/2' DRYWALL _ — — Px2' PT FURRING STRIP MASONRY INSU-ATIM = ti 6' PRECAST CONCRETE FLIER PANEL ACWSTICAL CEILING TILE ABOVE OPENINGS -INSTALL PRE -CAST CONCRETE LINTEL. OVER BOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE 10'-B' 6' i 1 \� I 6' PRECAST CEN CRETE J FLOOR PMOL ACOUSTICAL CEILING TILE J I� OF WALL INSTALL 3 RSES OF 8'x8'46' LINTEL CK V/ 1#50 REINFORCING H COURSE AND FILL WITH CRETE #5/ REHAB V/IB• BOO( D AND 25' MINIMUM LAP w/vrLHE13K AN ri 24'Vx16'D CONCRETE WITH (3) 850 REINFORCING • t °- �4 IEE I I--III—III—I ( I SOLO (TYPICAL) 8' X 8' THICKER EDGE V/ G) # R@FLRCING Rl —I I -_ .,t••� —I 24' ELEVATOR PTT AREA 2i, • I I I I— I IJ MIEV VERIFY WITH - ELEVATOR EAl1IPMEHT — MANUFACTURER _ ���� �• .111•-1IE�Ii- B' x 8' THICKENED V/ (V • 5 DIA -i • I- REINFORCING (TYP) :• • . —_ �T11- BUILDING SECTI❑N A -A I I IL( 6' PRECAST CONCRETE ))) FLOOR PANEL e TOP OF WALL INSTALL 3 -' COURSES OF 8'x8')16' LINTEL - BLOCK V! 1#50 REDFORCIM EACH COURSE AND FILL WITH • I I LACOUSTICAL COLING TILE I I •5/ REHAB HOOK AND )) 25' MNINUN LAP AP V/VERTICAL III I I a I I I' r l l 24'Vx16 D CONCRETE FOOTER VOTH (3) 850 REINFORCING —III—III—III-I 24'Vx16'D CONCRETE FOOTER • WITH C3) #50 REINFORCING VARIES I 5/8' DRYWALL OR 1/2'J DRYWALL OVER 1'x3' / - FURRING STRIPS) J BEYOND OPENINGS INSTALL 3 COURSES IF 8'x8'XI6' LINTEL BLOCK V/ 150 REINFORCING EACH COURSE AND FILL WITH CONCRETE PRE -CAST CONCRETE LINTEL PRE -CAST CONCRETE LINTEL OVER DOOR AND WINDOW OPENINGS UNLESS NETTED OTHERWISE 1/2' DRYWALL 1'x2' PT FURRING STRIP MASONRY INSULATION I, 6' PRECAST CONCRETE -J FLOOR PANEL ACOUSTICAL CEILING TILE J ABOVE OPENINGS -INSTALL PRE -CAST CONCRETE LINTEL EVER DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE GALVANIZED METAL ROW Pi>; DYER MINIMUM 1Wb, F0.7 PRoLlmSM ON NAMONAL 15/32' CDX PL,:,- • PRE-ENGINEERED VDOD TF S R19 INSULATION (OPTI NJW. ) uRRICAE STRAPS AT EACH (SEE MNWCTIR SC} (SEE ELEVATIONS FOR ROW ki7CH) METAL DRIP 3"!RIP \ I 1'x6' FASCIA (OTIONAL ALUi ip&,D rnnma �SCREENED VENT IN SRsFIT C ELEVATIONS) (OPTIONAL ALU4 jU,D NAIL FASTEN ALL VALL SHEATHING V/8d AT 4' 4:;, ON EDGES AND 6- M IN ;kLL r- I/2' DRYWALL 1'x2' PT FURRING STRIP MASONRY INSULATION p a "RECAST DR PMREV�, IR FTNTSH (SEE ELEVA.,`i") 1150 VERTICAL RE1NFLl, M NDICATED ON PLAN AM1,.. CELL SOLID WITH CORTE BEYOND OPENINGS INSTALL 3 IMSES OF 81x8'x16' LINTEL BLOCK V/ 1#50 REINFORCING EACH COURSE AND FILL WITH CONCRETE NII NAIL FASTEN ALL WALL/ Off SHEATHING V/Sd AT 4• ITC, ON EDGES AND 6' O.C. IN FIELD 'RECAST OR POURED SILL EXTERIOR FINISH (SEE ELEVAFrHS) # 50 VERTICAL REINFbprONG AS INDICATED ON PLAN ANI) FILL CHU CELL SOLID VITA Cthr,O,ETE 4' CONCRETE SLAB WMERMESH FIBEfiia ASS _-STRAND REINFORCING OUMMUM 2ths. PER CUBIC i1MD) ON 6 MIL VAPOt BARRIER OVER CLEAN, 1lELL COMPACTED AND TERMITE TREATS• SOIL APPROXIMATE MADE _ —• I I—•I (� i' .r- ti REDFiCiNG23' {DNDUM LAP VEgjg#5/ REHAB V/IDAD • D ° e -I I I- �, 24WITH (3 CONCRETE REU FINER WITH C3) ASA REIJ'r'lMkCIHG I iM l l� 09116105 CLV'I,1-- PRECAST DR POURED SILL EXTERIOR FINISH CSEE ELEVATIONS) — - _ 112' DRYWALL i 50 VERTICAL REINFORCING ,, 1•x2' PT FURRING STRIP AS INDICATED ON PLM AND FILL N Ln CHIT CELL SOLID WITH CONCRETE CD d— LAP BMS HON 3W (TYPICAL) _j olO n Q MASONRY DISLU71M CD LLj m .� 4- CONCRETE SLAB V/FIHERMESH FIBERGLASS W STRAND REINFORCING (HUMIBM EUbs. PER CUBIC YARID� _jLL. < ON 6 MIL VAPOR BAR OVER CLEAN, WELL O COMPACTED AND TERMITE TREATED SOIL N 71X _ 0 I\ LL APPROXIMATE GRADE . �(D .. I W j 03 , IM IV%VIXFOTOITGEIRL •� O N REINFORCING —I I I I- J • •v '• I �_I I•_ x24'D COCRETE�MVMM 24N#S/RINFWITH :• • '. (3) RCING I I- 4, Q r �. -I d N _ Q :Ep -III IN,MIIIM,NIIII,IIIII,MIiI- O'^ z LIJ 10'-B' 6' i 1 \� I 6' PRECAST CEN CRETE J FLOOR PMOL ACOUSTICAL CEILING TILE J I� OF WALL INSTALL 3 RSES OF 8'x8'46' LINTEL CK V/ 1#50 REINFORCING H COURSE AND FILL WITH CRETE #5/ REHAB V/IB• BOO( D AND 25' MINIMUM LAP w/vrLHE13K AN ri 24'Vx16'D CONCRETE WITH (3) 850 REINFORCING • t °- �4 IEE I I--III—III—I ( I SOLO (TYPICAL) 8' X 8' THICKER EDGE V/ G) # R@FLRCING Rl —I I -_ .,t••� —I 24' ELEVATOR PTT AREA 2i, • I I I I— I IJ MIEV VERIFY WITH - ELEVATOR EAl1IPMEHT — MANUFACTURER _ ���� �• .111•-1IE�Ii- B' x 8' THICKENED V/ (V • 5 DIA -i • I- REINFORCING (TYP) :• • . —_ �T11- BUILDING SECTI❑N A -A I I IL( 6' PRECAST CONCRETE ))) FLOOR PANEL e TOP OF WALL INSTALL 3 -' COURSES OF 8'x8')16' LINTEL - BLOCK V! 1#50 REDFORCIM EACH COURSE AND FILL WITH • I I LACOUSTICAL COLING TILE I I •5/ REHAB HOOK AND )) 25' MNINUN LAP AP V/VERTICAL III I I a I I I' r l l 24'Vx16 D CONCRETE FOOTER VOTH (3) 850 REINFORCING —III—III—III-I 24'Vx16'D CONCRETE FOOTER • WITH C3) #50 REINFORCING VARIES I 5/8' DRYWALL OR 1/2'J DRYWALL OVER 1'x3' / - FURRING STRIPS) J BEYOND OPENINGS INSTALL 3 COURSES IF 8'x8'XI6' LINTEL BLOCK V/ 150 REINFORCING EACH COURSE AND FILL WITH CONCRETE PRE -CAST CONCRETE LINTEL PRE -CAST CONCRETE LINTEL OVER DOOR AND WINDOW OPENINGS UNLESS NETTED OTHERWISE 1/2' DRYWALL 1'x2' PT FURRING STRIP MASONRY INSULATION I, 6' PRECAST CONCRETE -J FLOOR PANEL ACOUSTICAL CEILING TILE J ABOVE OPENINGS -INSTALL PRE -CAST CONCRETE LINTEL EVER DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE GALVANIZED METAL ROW Pi>; DYER MINIMUM 1Wb, F0.7 PRoLlmSM ON NAMONAL 15/32' CDX PL,:,- • PRE-ENGINEERED VDOD TF S R19 INSULATION (OPTI NJW. ) uRRICAE STRAPS AT EACH (SEE MNWCTIR SC} (SEE ELEVATIONS FOR ROW ki7CH) METAL DRIP 3"!RIP \ I 1'x6' FASCIA (OTIONAL ALUi ip&,D rnnma �SCREENED VENT IN SRsFIT C ELEVATIONS) (OPTIONAL ALU4 jU,D NAIL FASTEN ALL VALL SHEATHING V/8d AT 4' 4:;, ON EDGES AND 6- M IN ;kLL r- I/2' DRYWALL 1'x2' PT FURRING STRIP MASONRY INSULATION p a "RECAST DR PMREV�, IR FTNTSH (SEE ELEVA.,`i") 1150 VERTICAL RE1NFLl, M NDICATED ON PLAN AM1,.. CELL SOLID WITH CORTE BEYOND OPENINGS INSTALL 3 IMSES OF 81x8'x16' LINTEL BLOCK V/ 1#50 REINFORCING EACH COURSE AND FILL WITH CONCRETE NII NAIL FASTEN ALL WALL/ Off SHEATHING V/Sd AT 4• ITC, ON EDGES AND 6' O.C. IN FIELD 'RECAST OR POURED SILL EXTERIOR FINISH (SEE ELEVAFrHS) # 50 VERTICAL REINFbprONG AS INDICATED ON PLAN ANI) FILL CHU CELL SOLID VITA Cthr,O,ETE 4' CONCRETE SLAB WMERMESH FIBEfiia ASS _-STRAND REINFORCING OUMMUM 2ths. PER CUBIC i1MD) ON 6 MIL VAPOt BARRIER OVER CLEAN, 1lELL COMPACTED AND TERMITE TREATS• SOIL APPROXIMATE MADE _ —• I I—•I (� i' .r- ti REDFiCiNG23' {DNDUM LAP VEgjg#5/ REHAB V/IDAD • D ° e -I I I- �, 24WITH (3 CONCRETE REU FINER WITH C3) ASA REIJ'r'lMkCIHG I iM l l� 09116105 CLV'I,1-- C) z CD U r �z0 ,, W — N Ln n CD d— � \ C _j olO n Q r` CD LLj m .� U W (�z z _jLL. < O W z U N 71X _ 0 Z LL z �(D W U W (n O N � ^I N . Q r M N ® Q :Ep O'^ z LIJ uJ LL1 C) r ' LU LU v t W wo �w�Ln OUc�W�,L °— �i'.y z HVAC DESIGN/ MODIFICATIONS W � � � � AND ENERGY CALCULATIONS BY OTHERS GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WffH THE ASSUMPTION THE CONTRACTOR/OWNER—BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 2. THE CONTRACTOR/OWNER—BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE SHEET 8 OF BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. ` 3. THE FOUNDATION PLAN SHALL BE VERIFlED BY THE CONTRACTOR/ OWNER—BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT, 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. BOB CARTER DO NOT SCALE DRAWINGS