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Structural Drawings (not For Construction) FOR PERMITAND CONSTRUCTION 1.4e, r� 't" C4, bh4K1F4%:-%-qt> peavit d LL luau DESIGN CRITERIA: 1. BUILDING CODE 2014 FLORIDA BUILDING CODE 2. DEAD LOADS: A. ROOF = 5.0 PSF B. 2ND FLOOR = 50.0 PSF 3. LIVE LOADS: A. ROOF = 20.0 PSF REVISION Richard $ith EIP'# 7— 9 1 PE#43541 Ph -706-888-4874 B. 2ND FLOOR CORRIDORS = E Lee PSF DATIt ry �� R _.... ,.r..r ..M. C. 2ND FLOOR STORAGE = 125.0 PSF SIGNED ager , 36874 ,,, 4. WIND LOADS_,�",,,, A. 170 MPH ULTIMATE WIND SPEED+� #, � D B. CATEGORY B ,»' No 4354 , C. BUILDING OCCUPANCY CATEGORY = II D. IMPORTANCE FACTOR (Iw) = 1.0 ;� TA'T E OF =+ E. HEIGHT &EXPOSURE COEFFICIEi�T (EIS. C) = 1.0 {r°' .q� ° yp: REVISIONS _ �R"-vd � ECC CHECKED1 XXX U G7/2%f 15 DATE xL X/XX T SEWLL 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. 334 687 ( ) � 5581 www.thesewellgroupllc.com GROUP LLC JOB NO. TSG2014-102401 N0. DATE DESCRIPTION _ _—T�� f Y CK`D 1 8/25/2015 RELEASE FOR CONSTRUCTION CR SHEET NO: EO 2 12/8/15 REVISED FOR HEIGHT CHANGE RHES ENGINEER xxx ! DATE XI/XX/XX CUSTOMER: PAR BUILDERS 12228 WILFONG COURT MIDLOTHIAN, VA. 23112 JOBSITE ATLANTIC SELF STORAGE 1089 ATLANTC BLVD,. ATLANTIC BEACH, FL. 32233 Dwg. Issue 2 ---SCALE' ^ Not To Scale f *3 — 5`-4" HALLWAY (FADE OF STUD TO FADE OF STUD) LINER PANEL CHART MK # C LENGTH LC' -3" L2 3d-5" DRAWN cc LA DATE 07127/15 L5 GROUP, LL L(a L7 L8 13,_x„ L9 L10 LCC L12 - SEE I E23 FOR COLUMN, HEADER AND GONNEGTION Gt-tARTs GONTAININa SIZES AND LOADs� N ❑ Approval Drawing These drawins s (not for construction) N0. DATE DESCRIPTION gare for verification that the construction documents SCALE have been accurately interpreted. 1 1 8/25/2015 RELEASE FOR CONSTRUCTION 2 11218115 REVISED FOR HEIGHT CHANGE Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION � d $.-37aM, 0091,120_ DRAWN cc DATE 07127/15 THE SEWELL GROUP, LL JOB NO. BY CK -D TSG2014-102401 CHECKED DATE 201 ORCHARD DRIVE CR xxx xlxx/xx EUFAULA, AL, 36027 SHEET NO. RHES Ph. (334)687-5581 www.thesewellgroupllc.com ENGINEER DATE E2 CUSTOMER: JOBSITE xxx xlxx/xx F=AR BUILDERS ATLANTIC SELF STORAGE Dwg. Issue SCALE 12228 WILFONG COURT 1089 ATLANTO BLVD, SFE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 *2 - WALLS f5Y OTHER THAN T60 *3 - 5-4" HALLWAY (FACE OF WALL TO FADE OF WALL) ❑Approval Drawings (not for construction) SCALE N0. DATE DESCRIPTION These drawings are for verification that the construction documents have been accurately interpreted. 1 8/25/2015 RELEASE FOR CONSTRUCTION 2 1218115 REVISED FOR HEIGHT CHANGE Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION JOB NO TSG2014-102401 SHEET N0. E3 Dwg, Issue 2 ECC v 07/27/15 THE S V V ELL GROUP, LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www.theseweligrouplic.com BY CK'D CR CHECKED xXx DATE X/xx/xx -ISS ENGINEER xxx DATE x/xx/xx CUSTOMER. JOBSITE. PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 SCALE SES SCALE THIS SHEET JOB NO TSG2014-102401 SHEET N0. E3 Dwg, Issue 2 *2 - WALLS f5Y OTHER THAN TSCA *3 — 5-4" HALLWAY (PAGE OF WALL TO FACE OF WALL) SCALE Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION NO. DATE 1 8/25/2015 FAcv10wivo DESCRIPTION RELEASE FOR CONSTRUCTION : Smith 106-888-4874 Rd 2 1 L, 36874 4111111)p v. Ts g*otl GEN 435 ' ATE OF a 4U pal.. DRAWN ECC DATE 07/27/15 / / THE �7 EV V EL L GROUP, L L C 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www.thesewellgroupllc.com JOB NO, TS : : G2014 102401 BY CK'D CR CHECKED xxx DATE x/xx/xx ' SHEET NO. E4 ISS ENGINEER xxx DATE x/XX//xx CUSTOMER: JOBSITE: PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 I Dwg. Issue 2 SCALE SEE SCALE THIS SHEET a] a SCALE DECKING CHART PANEL MARK # LENGTH gUANTITY 5 8 I4 I7 20 (23 30,-0„ r IV THE SEWELL ELL �ROVP LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www. thesewellgroupllc. com 27 D3 x 30 —2"' (33 PGS) DZ D5 x 30 -0" (37 PGs) D5 x 30'—D"' (28 PGs) D5 x 30'—O" (37 PGs) P 3d-2" 48 r i D4 (� PGs) CHECKED XXX D5 3d -d' 17' 12/8/15 —�TAIr\ (3 PGS) D5 RHSS ENGINEER xxx DATE x/xx/xx D8 x-- CUSTOMER.: JOBSITE: PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 Dwg. Issue 2 P10 V/ 113 (34 PG�� a] a SCALE PE6,NNe ABOVE IST & 2ND FLOOR LAYOUT DEGKIN6 IS TO pE 18 6A. Z" COMPOSITE 2„ ?" Richard % Smith PE#43597 Ph -706-888-4874 1510 Lee NRd 281 µ .t° >` `5 .e °• ATE OF °�� b '® 0 19 ON A �tsot�� DRAWING STATUS `41 OU I - I O -OUT OF STEEL 5 8 I4 I7 20 (23 30,-0„ r IV THE SEWELL ELL �ROVP LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www. thesewellgroupllc. com D I x Z�"-4" (27 PGS) D3 x 30 —2"' (33 PGS) D5 x 30'_D" (37 PGs) D5 x 30 -0" (37 PGs) D5 x 30'—D"' (28 PGs) D5 x 30'—O" (37 PGs) D8 x I�,_L„ C,K'D 1 r i D'(O x (� PGs) CHECKED XXX . DATE I X/XX/XX SHEET NO. E5 2 12/8/15 —�TAIr\ (3 PGS) D5 RHSS ENGINEER xxx DATE x/xx/xx x-- CUSTOMER.: JOBSITE: PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 Dwg. Issue 2 SCALE SEE SCALE THIS SHEET (34 PG�� - D3 x Li �1 J --- -- -- <.-I PHI x ELEV- DIZ x - - --- ------ ---- ' ----- I D3 x I ------- = - ----- --- ---- -- I - (8 PGs) r � --- -- - -- 411 DZ x x � x "– LL � Lu x D7 I� IO (IO PGs} (3 PGs) ' (3 PGs) — ----------- ------- ---- -- ---- - - P5 x — ((aPGs) ------- D4 x - -- --------- -- --- STAIR IJ 10,-°" (4 PGs) -------- ---------- - PE6,NNe ABOVE IST & 2ND FLOOR LAYOUT DEGKIN6 IS TO pE 18 6A. Z" COMPOSITE 2„ ?" Richard % Smith PE#43597 Ph -706-888-4874 1510 Lee NRd 281 µ .t° >` `5 .e °• ATE OF °�� b '® 0 19 ON A �tsot�� DRAWING STATUS REVISIONS DRAWN ECC DATE 07,/27/15 THE SEWELL ELL �ROVP LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www. thesewellgroupllc. com JOB NO. TSG2014-102401 ❑ Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) FOR PERMITAND CONSTRUCTION N0. DATE DESCRIPTION BY C,K'D 1 8/25/2015 RELEASE FOR CONSTRUCTION CR CHECKED XXX . DATE I X/XX/XX SHEET NO. E5 2 12/8/15 REVISED FOR HEIGHT CHANGE RHSS ENGINEER xxx DATE x/xx/xx CUSTOMER.: JOBSITE: PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 Dwg. Issue 2 SCALE SEE SCALE THIS SHEET *2 — WALLS f5Y OTHER THAN TSCA *3 — 5-4" HALLWAY (FADE OF (MALL TO ffACE OF WALL) SCALE FLOOR iNIT LA` N'- Richard T. Smith PE#M7 Ph -706-888-4874 10 Lee R� Salem AL, 36,374 N�kD 7S RI:o 43:54 r�T E O F A <{i®� �1VAV- REVIEWED Sy Riches T SSmiii? at 9 DRAWING STATUS REVISIONS DRAWN Ga;E Approval Drawings (not for construction) These ECC THE EWEL L GROUP, LLC Joe No. drawings are for verification. that the construction documents have been accurately interpreted. N0. DATE DESCRIPTION BY CK'G X 7/27/15 TSG2014-102401 1 8/25/2015 RELEASE FOR CONSTRUCTION CR CHECKED,, DATE 201 ORCHARD DRIVE Structural Drawings (not For Construction) Xxx X/xX/XX EUFAULA, AL. 36027 (334) 687-5581 www thesewe/lgroupllc. eom SHEETNO. 2 12/8/15 REVISED FOR HEIGHT CHANGE RHSS ENGINEER DATE E6 CUSTOMER: JOBSITE:: ® FOR PERMITAND CONSTRUCTION XXX )(/XX/XX PAR BUILDERS ATLANTIC SELF STORAGE Dwg.Issue SCALE 12228 WILFONG COURT 1089 ATLANTC BLVD. SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 *I — TH16 PUN OF PURLINS HAS TOP FLANGE POINTED DOWNSLOPE PI (a " x 2 x I( CSA_ ZEE X 0 L Z 2-41'-8" OUT—TO—OUT Off STEEL 3 � 5 �° 7 8 � 10 11 12 13 C� 15 1� 17 Ig I� ZO ZI 22 PI PI PI PI PI Pf fel Pi Pi Z"— *2 — ATTAGH PAt=TER TO EACH STUD WITH (2) #12 X I" SPHH SGPEWS 2j -0 SCALE ROOff FRAMING PLAN DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION TOP OF PARAPET MAX. (MOLD; (TYP-) �I=m RAFTER GHAPT O MARK # DATE THE THE SEWEL L GROUP, LLC SIZE N0. DATE DESCRIPTION CONN. RI � (6" X 2," X I(60A *'2- 2(" 201 ORCHARD DRIVE (6" X 2"' X ISA *2 R3 2 1218115 REVISED FOR HEIGHT CHANGE (" X V' X 1(60A *2 R4 ENGINEER (o" X 2" X 160A *2 R5 x/xx/xx I ,/" X 2," X 1,�OA *2 *2 — ATTAGH PAt=TER TO EACH STUD WITH (2) #12 X I" SPHH SGPEWS 2j -0 SCALE ROOff FRAMING PLAN DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION TOP OF PARAPET MAX. (MOLD; (TYP-) �I=m c�1 M) Richard T Smith PE443547 Ph -706.888-4874 f15-� Salem AL, 36874 � �0 Lee 281 O��� N 43547 111111100 TE OF QJ G O w DRAWN DATE THE THE SEWEL L GROUP, LLC O N0. DATE DESCRIPTION BY CKD ECC 07 � TS 4-7 Q� D I 201 ORCHARD DRIVE 1 812512015 RELEASE FOR CONSTRUCTION O EUFAULA, AL. 36027 2 1218115 REVISED FOR HEIGHT CHANGE RHSS XXX X/XX/XX Ph. (334) 687-5581 www. thesewellgroupllc. com YIEETNO. ENGINEER DATE CUSTOMER. JOBSITE: w o xxx x/xx/xx PEAR BUILDERS ATLANTIC SELF STORAGE I 0 SCALE 12228 WILFONG COURT 1089 ATLANTC BLVD. SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 O o � J I O I c�1 M) Richard T Smith PE443547 Ph -706.888-4874 f15-� Salem AL, 36874 � �0 Lee 281 O��� N 43547 111111100 TE OF QJ REVISIONS ---CHECKED w DRAWN DATE THE THE SEWEL L GROUP, LLC JOB NO, N0. DATE DESCRIPTION BY CKD ECC 07 � TS 4-7 Q� DATE 201 ORCHARD DRIVE 1 812512015 RELEASE FOR CONSTRUCTION CR EUFAULA, AL. 36027 2 1218115 REVISED FOR HEIGHT CHANGE RHSS XXX X/XX/XX Ph. (334) 687-5581 www. thesewellgroupllc. com YIEETNO. ENGINEER DATE CUSTOMER. JOBSITE: E8 xxx x/xx/xx PEAR BUILDERS ATLANTIC SELF STORAGE Dwg. Issue SCALE 12228 WILFONG COURT 1089 ATLANTC BLVD. SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 SCALE MAI U I �� N C� i� OOH f IEET I NE) LAYOUT Sa � e Rd 281 alem AL, 36874 {GOOF S5HEETINO IS TO f5E 14 CSA. TS -324 STANDING SEAM PANEL 1000, � Y 1" IIIIII No 43547 .® S TE OF 100 Is I it 5300 T yp. r r 3RD FLOC I ZNP FLO( v3 —0 11 4 SP. @ 2'-0'' O.G. SECONDARY STRUCTURAL CHART MARK # SECONDARY STRUCTURAL CHART MARK # 51ZE / LENGTH 5200 4"x 2_"x 1( 0A. x Id -3 I /2" 5100 4"x 2"x I(a OA. x 1d—( 1/2" CHI GAP CHANNEL — 4 1/5"x 2" x 1( CvA x W-0", t56HI t5A6E CHANNEL — 4 I/8" x 2_"x 1( CSA x Zd—d, PJI POOR JAMf5 (24) 4" x Z" x 1( CSA GEES 111 POOR REAPER (14) (" x 2"x 14 CSA GEES PJZ POOR JAM15 (2) 4"x 2" x 1( CSA GEES 5300 T yp. r r 3RD FLOC I ZNP FLO( v3 —0 11 4 SP. @ 2'-0'' O.G. SECONDARY STRUCTURAL CHART MARK # 61ZE / LENGTH H2 POOR HEAPER (2) (a" x 2-"x 14 CSA GEES PJ3 POOR JAM15 (1) 4"x 2-"x 1( CSA GEES PJ4 POOR JAMf5 (1) 4" x 2" x h OA LEES H3 POOR HEADER (1) ("x 2"x 14 C -A GEES H4 POOR HEADER (1) /v" x 2" x 14 CSA GEES PJ5 POOR JAMf5 (4) 4"x 2-"x 16 0A GEES PJ(O POOR JAM) (2) 4"x V' x 12 CSA GEES M STAIR WAY SEGONPAF:Y STRUCTURAL CHART MARK # 51ZE / LENGTH N5 POOR HEAPER (1) 5"x 2"x 14 CSA GEES 6,500 4" X 2" X 1(bOA GEE X LENGTH X12,_811 '34 SP. @ 2'-O"' O.G. *1 = 31'-4 EAVE HT. - THIS FOLLOWS ROOF SLOPE AT 4" ABOVE MAIN ROOF FRAMING - TYP. V 5300 T y p. 3RD FLOOR cp b ZND FLOOR i:z .. r7LTIS 502 um J SCALE 241'-8" OUT TO OUT OF STEEL LINE EAST SIDEVVALL FRAM WG^ ELE'V'ATION -� AJ i.,, 242'—O OUT TO OUT OF STEEL LINE WEST SIDEWALL FRAMING ELEVATION DRAWING STATUS ❑Approval Drawings (not for construction) N0. DATE These drawings are for verification that the construction documents have been accurately interpreted. 1 8/25/15 2 .12/8/15 FStructural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION 61PEWALL STUD SPACING (5100 T Y p-) cIJ FLOOR . I J 2 P FLOOR �N w b ccs Richard T. Smith PE443547 Ph -706-888-4874 510 Lee Rd 281 Salem AL 36874 #��'ajrrsrrt i 4354 ATE Q F ' �U ORX Cr , .,. r 4, 2� REVISIONS DRQ WN °A TE: THE SEWEL L GROUP, LLC JOB NO. DESCRIPTION BY CK'D tr. Oil2�115 TSG2014-102401 CHECKED DATE 201 ORCHARD DRIVE RELEASE FOR CONSTRUCTION CR EUFAULA, AL. 36027 [EET NO. REVISED FOR HEIGHT CHANGE RHSS NEE xlxx/xx Ph. (334) 687-5581 www.thesewellgrouplic.com ENGINEER DATE CUSTOMER. .: JOBSITEE11 xxx x.!xx/xx PAR BUILDERS ATLANTIC SELF STORAGE Dwg.lssue SCALE 12228 WILFONG COURT 1089 ATLANTO BLVD. 2 SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 PANEL x IT -id' (A4 PGS) (1-)6 SI I' SI 5 sl SI SI TOP TRACK x f5OTTOM TRACK SI PANEL x I7'-10" i Q 0 AK 1r=1 IC A" TOP TRACK x x,_13„ f5OTTOM TRACK =1. i r u v,T h l- J (A PGS) V\11 (18) L6ATION6 N I �sl SSI SSI TOP TRACK x 11'-T 150170M TRACK PANEL x (4 PGS) LOGATIONs -(2) sl TOP TRACK x 14'—i:5!' t50TOM TRACK (5C"--) PANEL x (4 PCS) TOP TRACK x f5OTTOM TRACK M SI (5 PGS) W10 x V' x 1( - (1) LLZArioNs I DRAWING STATUS WII — (7) LOCATIONS (V) SI sCALE SEE SCALE THIS SHEET SI WI2 — (2) LOCATIONS W13 — AT OPPOSITE SIDE AT "ALLs f) LQGATIONS PANEL x I 14'-t,;"TOP WIC} — (a) LOCATIONS TRACK x x 18 -II (5 PCs) I cJ ❑ LOCATIONS i Q 0 AK 1r=1 IC A" TOP TRACK x x,_13„ f5OTTOM TRACK =1. i r u v,T h l- J (A PGS) V\11 (18) L6ATION6 N I �sl SSI SSI TOP TRACK x 11'-T 150170M TRACK PANEL x (4 PGS) LOGATIONs -(2) sl TOP TRACK x 14'—i:5!' t50TOM TRACK (5C"--) PANEL x (4 PCS) TOP TRACK x f5OTTOM TRACK M SI ALL TOP TRACK - 6 114" x V' x 1( OA CANNEL I I DRAWING STATUS 4. ALL PARTITION PANELS TO f�E V) CSA (V) SI �sl SSI SSI TOP TRACK x 11'-T 150170M TRACK PANEL x (4 PGS) LOGATIONs -(2) sl TOP TRACK x 14'—i:5!' t50TOM TRACK (5C"--) PANEL x (4 PCS) TOP TRACK x f5OTTOM TRACK M SI SSI �sl �sl \4 I i I4, SSI SSI SSI SI TOP TRACK x 18`-11" f50TTOM TRACK (2) SI PANEL x (4 PGS) W3 — (I) LOGATIONs TRACK x W4 — 11.) LOOATION6 4„ FTOM TRACK V05(2,� LOGATIONs "-) Vel( — LCAT I ON V\17 — (4) LOGAT I ON s i ni vw x 4,-4„ (4 PCS) sI W17 — (3) LL GATIONS TOP TRACK x f5OTTOM TRACK ALL TOP TRACK - 6 114" x V' x 1( OA CANNEL I I DRAWING STATUS 4. ALL PARTITION PANELS TO f�E V) CSA (V) SI sCALE SEE SCALE THIS SHEET SI Approval Drawings (not for construction) These drawings are for verification that the construction documents N PANELS MAY NEED TO f5E INSTALLED AT OPPOSITE SIDE AT "ALLs , „ PANEL PANEL x I 14'-t,;"TOP (. - AT f5A3E CHANNEL S AS REG?UIRED - ALL WALLS TRACK x x 18 -II (5 PCs) I cJ ❑ 3'- I''' I si SSI �sl �sl \4 I i I4, SSI SSI SSI SI TOP TRACK x 18`-11" f50TTOM TRACK (2) SI PANEL x (4 PGS) W3 — (I) LOGATIONs TRACK x W4 — 11.) LOOATION6 4„ FTOM TRACK V05(2,� LOGATIONs "-) Vel( — LCAT I ON V\17 — (4) LOGAT I ON s i ni vw x 4,-4„ (4 PCS) sI W17 — (3) LL GATIONS TOP TRACK x f5OTTOM TRACK ALL TOP TRACK - 6 114" x V' x 1( OA CANNEL I I DRAWING STATUS 4. ALL PARTITION PANELS TO f�E V) CSA (V) SI sCALE SEE SCALE THIS SHEET SI Approval Drawings (not for construction) These drawings are for verification that the construction documents 5. PANELS MAY NEED SSI SSI SSI SI TOP TRACK x 18`-11" f50TTOM TRACK (2) SI PANEL x (4 PGS) W3 — (I) LOGATIONs TRACK x W4 — 11.) LOOATION6 4„ FTOM TRACK V05(2,� LOGATIONs "-) Vel( — LCAT I ON V\17 — (4) LOGAT I ON s i ni vw x 4,-4„ (4 PCS) sI W17 — (3) LL GATIONS TOP TRACK x f5OTTOM TRACK 3. ALL TOP TRACK - 6 114" x V' x 1( OA CANNEL I I DRAWING STATUS 4. ALL PARTITION PANELS TO f�E V) CSA (V) SI sCALE SEE SCALE THIS SHEET SI Approval Drawings (not for construction) These drawings are for verification that the construction documents 5. PANELS MAY NEED TO f5E INSTALLED AT OPPOSITE SIDE AT "ALLs , „ PANEL PANEL x I 14'-t,;"TOP (. - AT f5A3E CHANNEL S AS REG?UIRED - ALL WALLS TRACK x x 18 -II (5 PCs) j N ❑ 3'- I''' (4 PGS) si ® f5OTTOMTRACK L626ATION5 N (G► -t_) VV21 sl — CI) LOGATIONe SI W 18 sl — l) LCAT VV22 — LCAT IONe PANEL x 3'-1" W I� — (I) LOGAT IONS V\/23 TOP LCAT IONS (4 PGs) WI- — (Z, LOGAT I ON �5 f OT NOTES. (�C ALL SI STUDS TO f5E /" x V" x 14 CSA GEES x Id -3 I/V' V- ALL f5OTTOM TRACK - ( 1/4'j x V" x 14 CSA 6HANNEL 3. ALL TOP TRACK - 6 114" x V' x 1( OA CANNEL I I DRAWING STATUS 4. ALL PARTITION PANELS TO f�E V) CSA U PANEL sCALE SEE SCALE THIS SHEET ❑ Approval Drawings (not for construction) These drawings are for verification that the construction documents 5. PANELS MAY NEED TO f5E INSTALLED AT OPPOSITE SIDE AT "ALLs have been accurately interpreted. (. FIELD SLIT PANELS AT f5A3E CHANNEL S AS REG?UIRED - ALL WALLS 7. NON -LOAD t5EAR I NCS STUDS TO �)E 4" X V' X 160A CEES (SV) ❑ Structural Drawings (not For Construction) si ® FOR PERMIT AND CONSTRUCTION � � �- THE SEWELL GROUP, LC LC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www.thesewellgrouplic.com JOB No. TSG2014-102401 I I CUSTOMER: JOBSITE: xxx � x/xr/xx SI Dwg. Issue. sCALE SEE SCALE THIS SHEET 1222$ VVILFONG COURT 1089 ATLANTO BLVD. MIDLOTHIAN, UA. 23112 ATLANTIC BEACH, FL. 32233 I SI i N Q SI. I I SSI SSI -sl Imo ---TOP TRACK x f5OTTOM TRACK (5G"_) (2) SI PANEL x 15' 11" (4 PCs) L06,AT I ON 5 W9 L0GATION�5 IZ Richard T, Smith PE#4A7 Ph -706-888-4874 510 _., ISal I„ A 36874 _.. p't k D 7- No o 43547 OF 441 Z ONAL TRACK x Z" �- THE SEWELL GROUP, LC LC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www.thesewellgrouplic.com JOB No. TSG2014-102401 sI I CUSTOMER: JOBSITE: xxx � x/xr/xx SI Dwg. Issue. sCALE SEE SCALE THIS SHEET 1222$ VVILFONG COURT 1089 ATLANTO BLVD. MIDLOTHIAN, UA. 23112 ATLANTIC BEACH, FL. 32233 2 SI N SI. I N si N sl N SI TOP f OT (�C T OIv1 TRACK PANEL x (4 PCs) WIC — CI) LOGATIONs REVISIONS I (V r)11 DRAWN � DATE N0, DATE DESCRIPTION BY CK'D ECC 07/27/15 CHECKED DATE 1 8125115 RELEASE FOR CONSTRUCTION CR 2 1218/15 REVISED FOR HEIGHT CHANGE RHSS XXX x/xX/XX ENGINEER GATE THE SEWELL GROUP, LC LC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www.thesewellgrouplic.com JOB No. TSG2014-102401 SHEET NO. E13 CUSTOMER: JOBSITE: xxx � x/xr/xx P.4R BUI LEERS ATLANTIC SELF STORAGE Dwg. Issue. sCALE SEE SCALE THIS SHEET 1222$ VVILFONG COURT 1089 ATLANTO BLVD. MIDLOTHIAN, UA. 23112 ATLANTIC BEACH, FL. 32233 2 s2 DWI — (5) 1_06ATION6 DW5 — (Z-3) LOCATIONS WA dw10 - (1) L06ArioN5 7- NON -LOAD SEAR INCA 6TUP6 TO �>E 4j" x 2" x 1(aeA OEE6 (62-) 61 SI DWI- — (�v,LL_OGATIONS sl vw(a — ( _06ATIONs 6GALE 5'-01, sl 10'-0" S 51 DW3 — L,5) LOGATfONS DW7 - (I) LOGAT I ON s Al \—PANEL x -10 (5 PGs) 9 LOCATIONS (5 �G5) PW14 — I LOOAT I ON �5 3 DRAWING STATUS ❑Approval Drawings (not for construction) N0. DATE These drawings are for verification that the construction documents have been accurately interpreted. 1 8/25/15 2 12/8/15 Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION Ul sl DWA — (5) LOCATIONS —4 PANEL x 3-10 (5 PGs) I LOGAT I ON sl I AI � PANEL x j4 Ile— sl dVV�)e? I) LOOAT ONS N CZ)sl 61 sl sl sl PANEL x 1'-11" (5 PG -5) PVV 15 — (2) LOOAT I O Richard T. Smith PE # 43547 Ph -706-888-4874 0 Leee Rd 3631 No 43547 . .y Uj T 0 :� R N �. PANEL x l -3 1�1�9 — �I) LOG�ATIONs REVISIONS DV�III —4) L06ATION6 DESCRIPTION NOTE.6- ` ' RELEASE FOR CONSTRUCTION CR ALL 6I6TUP6 TO ft)E (a" x 2" x 14 CSA GEES x I0'-3 1 /2,, 2. ALL BOTTOM TzAGK — (o 1147 x 2'" x 14 OA 6HANNEL '. ALL TOP TzAGK — (a 114 j x 2" x 1( CSA OHANNEL 4. ALL PARTITION PANELS TO f�E 2-J CSA U PANEL 5. PANELS MAY NEED TO f5E IN6TALLEP AT OPPOSITE SIDE AT HALD5 (. F I EL 6L IT PANELS AT t5A6E 7- NON -LOAD SEAR INCA 6TUP6 TO �>E 4j" x 2" x 1(aeA OEE6 (62-) 61 SI DWI- — (�v,LL_OGATIONS sl vw(a — ( _06ATIONs 6GALE 5'-01, sl 10'-0" S 51 DW3 — L,5) LOGATfONS DW7 - (I) LOGAT I ON s Al \—PANEL x -10 (5 PGs) 9 LOCATIONS (5 �G5) PW14 — I LOOAT I ON �5 3 DRAWING STATUS ❑Approval Drawings (not for construction) N0. DATE These drawings are for verification that the construction documents have been accurately interpreted. 1 8/25/15 2 12/8/15 Structural Drawings (not For Construction) FOR PERMIT AND CONSTRUCTION Ul sl DWA — (5) LOCATIONS —4 PANEL x 3-10 (5 PGs) I LOGAT I ON sl I AI � PANEL x j4 Ile— sl dVV�)e? I) LOOAT ONS N CZ)sl 61 sl sl sl PANEL x 1'-11" (5 PG -5) PVV 15 — (2) LOOAT I O Richard T. Smith PE # 43547 Ph -706-888-4874 0 Leee Rd 3631 No 43547 . .y Uj T 0 :� R N �. PANEL x l -3 1�1�9 — �I) LOG�ATIONs REVISIONS DRAWN ECC DATE 07/27/15 THE SEWELL GROUP, LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334)687-5581 www.thesewellgroupllc.com DESCRIPTION BY CK'D RELEASE FOR CONSTRUCTION CR CHECKED xxx DATE X/xx/xx REVISED FOR HEIGHT CHANGE RHSS ENGINEER xxx LATE x/xx/xx CUSTOMER: JOBSI TE: PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 �S(,-,ALE------1 SEE SCALE THIS SHEET I sl JOB NO. TSG2014-102401 SHEET NO. E14 Dwg. Issue 2 P 17 - (1) L06AT I ONs NOTES_ Richard T, Smith 1. ALL s I STUDS TO f5E (" x Z" x 14 CSA OEE5 x 2. ALL BOTTOM TRACK - ( 114 x 2" x 14 CSA 6HANNEL 3. AL TOP TRACK - ( 114 x Z" x I( CSA 6HANN'EL 4. ALL PARTITION PANELS TO f5E 2-J CSA U PANEL 5_ PANED MAY NEED TO 1�)E IN61-ALLEP AT OPPOSITE 6117E AT HALD5 (. ff IELD 6LIT PANEL6 AT f�)A6E 7. NON -LOAD 1�)EARINC-) sTUPe TO f�)E 4// X 2" X 1(aeA OEEs (62-) l�fs' DWIF (1) L06,ATION�5 PANEL x 6-111 (5 PGS) /-SI SI Richard T, Smith sl VPANEL x 18-0 z......M..�....�.......- DWIF (1) L06,ATION�5 PANEL x 6-111 (5 PGS) /-SI SI DWI - (2) LOCATIONS DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) ® FOR PERMIT AND CONSTRUCTION Richard T, Smith Ph -706-888-4874 rG.�JJ"fp z......M..�....�.......- i !Salern AL, 36874 sl ti�rr9��rtr, .rt No 435 �N AT IE 0 F ° I REVISIONS REVIEWED DRAWN � S y RiCh rd T rth t 37 r3 ` �i 10 `-0'' THE SEWELL EL L GROUP, LLC Joe NO: � DWI - (2) LOCATIONS DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) ® FOR PERMIT AND CONSTRUCTION .rt �N o. REVISIONS DRAWN � DATE THE SEWELL EL L GROUP, LLC Joe NO: � NO. DATE DESCRIPTION BY CK'D ECC 67/27/15 201ORCHARD DRIVE TSG2014-102401 CHECKED DATE 1 8/25/15 RELEASE FOR CONSTRUCTION CR xxx x/xx/xx EUFAULA, AL. 36027 Ph. (334) 687-5581 www.thesewellgroupllc.com SHEET NO: 2 12/8/15 REVISED FOR HEIGHT CHANGE RHSS ENGINEER DATE ET'S CUSTOMER: JOBSITE: xxx x/xx/xx PAR BUILDERS ATLANTIC SELF STORAGE Dwg. Issue SCALE SEE SCALE THIS SHEET 12228 WILFONG COURT 1089 ATLANTO BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 T -OP TRACK x 50TTOM TRACK I WINCE x J -J ' S1 (5 PCS) 2WI - (IPS) L6,,ATION6 NA 251 TOP TRACK x 30TTOM TRACK ;BCH—) x .5) r Y IV-/ �1,� L06ATION6 _T �-- LOCATION 5 o� 5'-ooE 1. ALL 251 STUDS TO f5E 4" x 2" x 4 CSA LEES x Id— 3 " 21/ — 2, ALL X251 X251: X251 X251. �ZS1 TOP TRACK x 11'-4" 1501TOM TRACK PANEL x (5 PCs) LOGAT I ONe �I NOTES: LOCATION 5 o� 5'-ooE 1. ALL 251 STUDS TO f5E 4" x 2" x 4 CSA LEES x Id— 3 " 21/ — 2, ALL BOTTOM TRACK — 4" x V x 4 CSA CH AN N EL I Iz 3. ALL TOP TPAGK - 4„ x 2" x 1( CSA CHANNEL LOOAT I ON5 4. AL PARTITION PANELS TO f5E 29 &A U PANEL ❑Approval 5. PANELS MAY NEED TO 15E INSTALLED AT OPPOSITE SIDE AT HALLS (a. FIELD SLIT PANELS AT f5A6E CH AN N EL5 A5 REQUIRED — ALL WALLS �I (2) 251 LOCATION 5 o� 5'-ooE (5 PG5} 2W� - SII, N 21/ — (I-) LOCATION �g (3) L06AT I ON 6 21M9 — I Iz LO6AT I ON5 I 12 - (I') LOOAT I ON5 REVISIONS DRAWN ---T©ATE N Joe NO. X251 251 TOP TRACK x BOTTOM TRACK PANEL x -7" (2) 251 (5 LOGAT I ON e I. PANEL x O-2" (5 PCS) C2)2S1' 2 TOP TRACK x — I8 -2 50TTOM TRACK 2 I 21M2� — (2) LOCA -TIONS T PANEL x 14'-5" — (5 PC5) 2 2 2 TOP TRACK x 4 15OTTOM TRACK 251 PANEL x 14'-8" C5 PGs) 4 T M4 - (I) LOGAT I ON s T 251 s `-251 N cp 251 N i4 251 T2s N 2s1 TOP TRACK. x Ig' -II" BOTTOM TRACK (f5c -) (2) 51 PANEL x (5 P05) I IN5 — (2) 251 LOCATION 5 o� 5'-ooE (5 PG5} 2W� - �1I,OATION6 N 21/ — (I-) LOCATION IN5 — (3) L06AT I ON 6 21M9 — (4) LOGAT ON6 O D 261 � 2c 251 25� -TOP TRACK x f50TTOM TRACK (IGH ) (2) 251 o� 5'-ooE (5 PG5} IN 10 — (1) L06ATIONs N 1 '-0" N LO6AT I ON5 I 12 - (I') LOOAT I ON5 REVISIONS DRAWN ---T©ATE N Joe NO. ❑Approval N N0. DATE DESCRIPTION L06ATION6 _ TSG2014 102401 have been accurately interpreted. 261 � 2c 251 25� -TOP TRACK x f50TTOM TRACK (IGH ) (2) 251 PANEL x I�`-II'„ 5'-ooE (5 PG5} IN 10 — (1) L06ATIONs 1 '-0" LO6AT I ON5 ZW 12 - (I') LOOAT I ON5 REVISIONS DRAWN ---T©ATE THE SEWEL L GROUP, LLC Joe NO. ❑Approval These drawings are for verification that the construction documents N0. DATE DESCRIPTION L06ATION6 _ TSG2014 102401 have been accurately interpreted. 2W 14 = ((o) LOGAT IONS 1 8/25/15 RELEASE FOR CONSTRUCTION CR 2VV 15 - () LOGAT I ON 5'-ooE 1 '-0" 6OALE DRAWING STATUS Drawings (not for construction) REVISIONS DRAWN ---T©ATE THE SEWEL L GROUP, LLC Joe NO. ❑Approval These drawings are for verification that the construction documents N0. DATE DESCRIPTION ECC 07/27/15 BY CKD -� _ TSG2014 102401 have been accurately interpreted. CHECKED DATE 201 ORCHARD DRIVE 1 8/25/15 RELEASE FOR CONSTRUCTION CR EUFAULA, AL. 36027 SHEET NO: El Structural Drawings (not For Construction) 12/8/15 REVISED FOR HEIGHT CHANGE x/XX/xx Xxx' I RHSS ENGINEER DATE Ph. (334) 687-5581 www. thesewellgroupllc. com E�6 CUSTOMER: JOBSITE: ® FOR PERMITAND CONSTRUCTION xxx xlxx/xx P.4R B UI LEERS ATLANTIC SELF STORAGE Dwg. Issue scALE 12228 WILFONG COURT 1089 ATLANTO BLVD. SEE SCALE TN1S SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 PANEL x 14' -Id' (4 PGS) 0 26{ I 261 261 \-261 61 2.61 17 A& 1r-1 -%I i /I X261 4„ 6-7 N TOP TRACK x I. I/4 261 STNS TO f5E 4" x 2" x 14 CSA 150TTOM TRACK �p 261 ALL f5OTTOM TRACK - 4 1/4" x 2" x 1( d (2) 2SI PANEL x 14, -Id' ALL (5 PCs) M17 — (1) L06-ATION�5 M 15 — (5) LOOAT I ON e MIS 5 — (I) LOONIONs 2 -WI -0 — (5) LOON IONS ZVZ I — L2-) LOW AT I ONS M Z — (1) LOON ION6 MTM — (1) LOOAT I ON �5 17 A& 1r-1 -%I i /I 261 TOP TRACK x 6-5" 150TTOM TRACK (f5CH_) N -251— I -M— - — (2-) L06ATION6 4„ NOTES: 4„ 6-7 5 PCs I. ALL 261 STNS TO f5E 4" x 2" x 14 CSA LEES x Io'- 3 1/2"' 2. ALL f5OTTOM TRACK - 4 1/4" x 2" x 1( CSA CHANNEL 3. ALL TOP TRACK - 4 114" x 2" x 14 CSA CHANNEL 4. ALL PARTITION PANELS TO f5E 2-5 CSA U PANEL NO: 5. PANELS MAY NEED TO 15E INSTALLED AT OPPOSITE SIDE AT HALLS (. FIELD SLIT PANELS AT f5A6E CHANNEL 6 AS REQUIRED - ALL WALLS DATE 7. ALL NON -LOAD f5EARINO 6TUD6 (262) TO f5E 4" X 2" X WeA LEES 261 TOP TRACK x 6-5" 150TTOM TRACK (f5CH_) N -251— I -M— - — (2-) L06ATION6 4„ UI 4„ Zdw2 - (7) L06ArioN6 262 UI PANEL x 4„ 6-7 ZDW(a — (7) LOGATIQNS ill nA*ICI /�j ""j 261 TOP TRACK x '3 -8 11 f5OTTOM TRACK (f5CH-) L2S1 ZV1lZ5 — (1(a) L6ATION6 2DW3 — (I) LOCATIONS F--: PANEL x 6-7 5 PCs Id_4„ ZDW(a — (7) LOGATIQNS ill nA*ICI /�j ""j 261 TOP TRACK x '3 -8 11 f5OTTOM TRACK (f5CH-) L2S1 ZV1lZ5 — (1(a) L6ATION6 2DW3 — (I) LOCATIONS F--: U1 / 4„ 261- '2-61 61- 261 262 UI PANEL x 4„ 2DW7 — (12-9) LOCATIONS DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. FStructural Drawings (not For Construction) ® FOR PERMIT AND CONSTRUCTION 2 PANEL x 18'-7" i 262 2-62--/2S2 262 i ZpWI — il, L06,ATI0N5 ZdV\/4 — ('9) L06ATION�5 2 2 -PW 5 — (() LOAT I ON s REVISIONS NO. DATE DESCRIPTION 1 8125115 RELEASE FOR CONSTRUCTION 2 1218115 REVISED FOR HEIGHT CHANGE ZPw5 - (5) L06arioNs Richard T. Smith PE # 43547 Ph -706-888-4874 110 L Salem AL , t14i[IitXt�t ��- \ Sl j N;1 i. 01 * : No 435477 , a ATE OF ° 4u: PANEL x 6-5„ (5 PCs) Id_4„ 2DW7 — (12-9) LOCATIONS DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. FStructural Drawings (not For Construction) ® FOR PERMIT AND CONSTRUCTION 2 PANEL x 18'-7" i 262 2-62--/2S2 262 i ZpWI — il, L06,ATI0N5 ZdV\/4 — ('9) L06ATION�5 2 2 -PW 5 — (() LOAT I ON s REVISIONS NO. DATE DESCRIPTION 1 8125115 RELEASE FOR CONSTRUCTION 2 1218115 REVISED FOR HEIGHT CHANGE ZPw5 - (5) L06arioNs Richard T. Smith PE # 43547 Ph -706-888-4874 110 L Salem AL , t14i[IitXt�t ��- \ Sl j N;1 i. 01 * : No 435477 , a ATE OF ° 4u: 1 01 -oft M: I 51-0.11 y1y i r. SCALE DRAv/VN' ECC JATEJOB 07/27/15 ELL THE �,��'D GROUP, LLC NO: BY CK TSG2014.102401 CHECKED CR DATE 201 ORCHARD DRIVE XXx X/Xx/xX EUFAULA, AL. 36027 SHEET NO. RHSS Ph. (334) 687-5581 www thesewellgroupllc. com ENGINEER DATE CUSTOMER: JOBSITE. E17 xxx x/xx/xx PAR BUILDERS ATLANTIC SELF STORAGE Dwg, Issue SCALE 12228 WILFONG COURT 1089 ATLANTO BLVD. SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 Z 2-dW10 — (3) LOGAT IONS 2S� ZS� NOTES.- PANEL x (5 PGS) AI 7r 7r 43 —4 ZS 1 STUDS TO I3E NOTES.- I- ALL ZS 1 STUDS TO I3E 4" x 2" x 1( CSA 6E5 x 16'- 3 2„ 2. ALL 150TTOM TRACK — 4" x 2V' x I(v CSA CHANNEL 3. ALL TOP TRACK — 4" x 2" x 1( CSA CHANNEL . ALL PARTITION PANELS TO ft�E 23 CSA U PANEL 5. PANELS MAY NEEP TO f5E INSTALLED AT OPPOSITE SIDE AT HALLS (b. FIELD SLIT PANELS AT f5A6E CHANNELS AS REgUIRED — ALL (MALLS �ZPW I I — (I s) LOGAT I ON 6 2DW 12 — ((a) LOGAT I ONS M GALE DRAINING STATUS REVISIONS ❑Approval Drawings (not for construction) N0. DATE DESCRIPTION These drawings are for verification that the construction documents have been accurately interpreted. 1 8/25/15 RELEASE FOR CONSTRUCTION 2 12/8/15 REVISED FOR HEIGHT CHANGE Structural Drawings (not For Construction) FOR PERMITAND CONSTRUCTION .2 ) L06ATION IORA WN D,4 TE BY K'D ECC 07/27115 CR CHECKED` ' DATE xxx x/xx/xx RHSS ENGINEER DATE xxx x/xx/xx SCALE SEE SCALE THIS SHEET Richard T Smith PE # 43541 Ph -706-888-4874 1,w........0 Lee Rd `�1 81 1Salem I THE SEWELL GROUP, LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www. thesewellgroupllc. com CUSTOMER. JOBSITE PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 JOB NO. �TSG2014®102401 SHEET N0: E18 Dwg. Issue 2 P7.. A k 1t-] /�'l ?j 11 321 BOTTOM TRACK (;5Gh_) X61 31M23 — (I() LOGATION�5 ---'�r >21 50TTOM TRACK 'f5c-H—) 3W24 — (2) LOCATIONS NOTES- I- ALL 6TUD6 TO 15E 4" x 211 x 1(a CSA 6,EE6 x A. ALL PARTITION PANEL6 TO 15E V3 CSA U PANEL 5. PANEL6 MAY NEED TO f5E IN6TALLED AT OPPOSITE SIDE AT hALL6 (2) 651 650 f5OTTOM TRACK s47 PANEL x 14!-4,l (5 PGs) 3V125 — C I') LOGAT I ON 6 t. /-s R UI PANEL x „ 3 -I10 (5 PGS) — 3DW9 - (X) LOCATIONS 641 642 6g43 644 f567TTOM TRACK (f5Grt—) PANEL x 11-111 (5 PGs) N I 0 I 0 I 6�l J N 647 PANEL x I11—(o11 (5 PGS) LOOAT I ONs 11-011 1 SCALE DRAWING STATUS ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. Structural Drawings (not For Construction) ® FOR PERMIT AND CONSTRUCTION 3DW1 - (X) LOCATIONS Richard T. Smith PE443547 Ph -706888-4874 1510 Lee Rd, 281_ . LoSalem AL, 36874 No 43547 rz -53 S OF �: �✓4 t i;..\z ` N0. DATE 1 8125115 2 1218115 3171M JZ — � L_OGA T 1ON� 3IP 53 — f I L0GAT i ON �3 _ 613 613 /-613 PANEL x 1 —1 (5 PG6) 4,-7„ -7 3DW3 - (1) LOGATfONs `3PN51 --(I) LOOAT I ON �3 17 633 '5DV'V 94 - (1) LOGAT IONe 635 sal L�1GAT I ON I ON � REVISIONS----7D—RA DA TE F��%F GROUP, JOB NO, DESCRIPTION BY »� CK'D ECC 07127/15 THE SEWELL • °`— L L `�" ° OV ! , LLC TSG2014-102401 -j CHECKED ,SATE 201 ORCHARD DRIVE RELEASE FOR CONSTRUCTION CR ! EUFAULA, AL. 36027 SHEET NO. 1 xxx x/xX/xX Ph. (334) 687-5581 www thesewellgroupllc. com REVISED FOR HEIGHT CHANGE RHSS ENGINEER DATE CUSTOMER: JOBSITE: E20 xxx x/xx/xx PAR BUILDERS ATLANTIC SELF STORAGE Dwg. Issue SCALE 12228 WILFONG COURT 1089 ATLANTO BLVD, SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 2 ,I S UI S UI UI UI S UI S UI UI s UI 4„ „ 4„ �'�� �"� PANEL x 4 4 �"" PANEL x �,��- 1"PANEL x PANEL x PANEL x 6-7 (5 PGS) (5 PGS) 5 PGS (5 PGS) (5 PGS) ( ) _2 5 —2 Id -2' � LOGIN I ONs 3J�W S — ()LOCATION (2) LOCATIONS 5PVV - — 1 LOGIN I ON S 3V W 44 — (1) LOCATIONS s Ui s s I Ul UI UI S UI UI UI Ul � PAN x �, 4 PANEL x411PANEL " x � 6-7(-5 PANEL x 4'-4" PANEL x (5 PGS) 4_4, (5 PGS) i I (5 PGS) , 5 PGS (5 PGS) ( 1 ) 71 4- 5'-2" � Ilk '4" -Id' —4 7K 541 l0"-2 Ilk O A 3;7VV 127 — (I) LOGAT ION S �) L G T I ON 3D1i1 f5q — (I) LOGAT I ON S (2) LOGAT I ON S LOCAT I ONS UI Ul ` UI 5 Ul s U1 � UI „ „ s Ul s � � PANEL x 4 Ul 4"„ 4„ A%=N:'51 ��- II PANEL x PANEL x (5 PGS) PANEL x PANEL x 4,- 1 q." q'-2 , (5 PGS) (5 PGS) (5 PGS) 5 PGS - , 3?PVV77 (7) LOCATIONS 71 LOCAT I ONS 3PW7(— (2-) LOCAT I ONS 3PW74 — LOCAT I ONS_ LOCATIONS Ul S7Ul UI � Ul s U1 s UI S UI UI 4�, l ��� �„ 4„ PANEL x PANEL x 4" q" PANEL x 4 6-3"" PANEL x ( ( ) 13,_7,, ^„ 5 PGS (5 PGS) PANEL x 4,_L (5 PGS) (5 P66) 4'-4" 5,_I,, 5_111 51_211 5,_2(5 PGS) ►d -Z" Richard T Smith pG #.`Y�JVYl Ph -706-888-4874 6-888.8888 C(Z) LL/26,ATION�5 Salem AL, 8 74 I 510 Lee R,':5PW87 — ((a) LOGAT IONS 3PW5a - (Z) LOCATIONS 31�1M8g — ()LOCATIONS "%%"%1% %% , „ r x,, Pt! 31�IM�q — (I) LOCATIONS.°.:?.;®®®, No 4B.B47 S C i_ UI STray 4v UI U) ` -F ri ........ .S UI UI UI Ul PANEL x 4 4'-4" PANEL x PANEL x ; 5 PGS B Richard T q" 4,, q ( ) 5 S PANEL x ( PG) (5 PGS) APANEL x '3,�„ �,„ 01-OVI 0 (5 PGS) (5 PGS) �5,_0.,. 5-2" 5'-2" —2 LOGAT I ON l 3DVV9� —5) LOCAT IONSW --) OGAT ONS 66ALE 3D r Y 107 — (12) LOGAT I ONS ' ` �7 \` I ,) LOOAT I ONS NOTES: I. ALL STUDS TO f5E .4" X 2" X 1(a CSA GEES X �. ALL PARTITION PANELS TO �E 2� CSA U PANEL 5. PANELS MAY NEED TO t5E INSTALLED AT OPPOSITE SIDE AT MALLS DRAWING STATUS REVISIONS DRAWN ECC DATE 07127/15 THE SEWEL L GROUP, LLC 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www. thesewellgroupllc: com JOB NO. TSG2014-10240 1 ❑Approval Drawings (not for construction) These drawings are for verification that the construction documents have been accurately interpreted. 0' Structural Drawings (not For Construction) ® FOR'PERMITANDCONSTRUCTION NO. DATE DESCRIPTION EY CK'D 1 8/25/15 RELEASE FOR CONSTRUCTION GR CHECKED xxx DATE x/xx/xx SHEET N0: E21 B 2 12/8/15 REVISED FOR HEIGHT CHANGE RHSS ENGINEER xxx DATE x/xx/xx CUSTOMER: JOBSITE: PAR` BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTO BLVD. MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 Dwg. Issue 2 SCALE SEE SCALE THIS SHEET 7YR KI01117P (QV nTUQpcI ,_0„ FLOATING PANEL RIDGE I � CLIP FLASHING SSR PANEL 0 OUTSIDE CLOSURI�- ROOF BACK -U0 PURLIN 6 PER S8 PLATE PLATE 8" DBL BEAD [MS78] RS 6" O.C. /-8" DBL BEAD [MS78] SECTION THRUI RIDGE SEE SHEET E9 0'-1 „ 0,_6„ 2,-0,, SCALE REFERENCE 0'-3" 1'-0" 7/8" STUCCO OVER LATHE (BY OTHERS) WRB OVER 5/8" GYP (BY OTHERS) 4 X 2 X 16GA STUD WALL W/ TOP AND BOTTOM TRACK CLOSURE ' PLATE SECTION THRU HIGH SAVE ROOF TO WALL SEE SHEET E9 0'_ 0 _6" 2,_0 SCALE REFERENCE 3 1/2 1p GUTTER SUPPORT - CLIP (48" 0. C.) [CC601 ] HANG ON GUTTER S3"> 2 PER � PANEL S3 2PER PIECE <BR1 DOWNSPOUT 7/8" STUCCO OVER LATHE (BY OTHERS, WRB OVER 5/8" GYF (BY OTHERS) 4 X 2 X 16GA STU D WALL W/ TOP AND BOTTOM TRACK S\2\>' PER PANEL INSIDE CLOSURE 8" DBL BEAD [MS78] (TOP & BTM ) PERIMETER PLATE USE POP ROOF SCREW LEGEND AS REQ'D TO S1 4"-14X 14" DRILLER WOW S 12x 1 " PANCAKE S2 4 '-14x 14" L.L. DRILLER S8 # 17x 1 " SELF TAPPER S3 1"-14xz" L.L. LAPTEK 11x 3 " RIVET R1 8 16 S4 4"-14x14" SHOULDER TEK2 S1 12-14x14" L.L. DRILLE 5 1"-14x <@> 11" TEK4.5 1" -14x" L.L. LAPTEK S 4 8 S6 4"-20x14" SHOULDER TEK 4 M 12X14" WOODMATE 3 1/2 1p GUTTER SUPPORT - CLIP (48" 0. C.) [CC601 ] HANG ON GUTTER S3"> 2 PER � PANEL S3 2PER PIECE <BR1 DOWNSPOUT 7/8" STUCCO OVER LATHE (BY OTHERS, WRB OVER 5/8" GYF (BY OTHERS) 4 X 2 X 16GA STU D WALL W/ TOP AND BOTTOM TRACK S\2\>' PER PANEL INSIDE CLOSURE 8" DBL BEAD [MS78] (TOP & BTM ) PERIMETER PLATE USE POP RIVETS AS REQ'D TO SUPPORT FLASHING UNTIL SCREWS CAN BE INSTALLED SECTION THRU EAVE WITH SOUTHERN GUTTER (WITHOUT WALL PANEL) SEE SHEET E9 0'-3" 1 '-0" SCALE REFERENCE DRAWING STATUS Approval Drawings (not for construction) N0. DATE These drawings are for verification that the construction documents have been accurately interpreted. 1 812512015 2 1218115 Structural Drawings (not For Construction) ® FOR PERMIT AND CONSTRUCTION 2'-0" ')VQ KIAII CQ (DV nTur-or\ '=IM= REVISIONS DESCRIPTION RELEASE FOR CONSTRUCTION REVISED FOR HEIGHT CHANGE REVIEWED By Richard T ai►th at" 9.17ah;, qac 9, 2015 ' JOB NO. TSG2014-102401 SHEET NO. E22 Dwg. Issue 2 DRA EC ECC DATE 07/27/15 THE SEWEL L GROUP, L L C 201 ORCHARD DRIVE EUFAULA, AL. 36027 Ph. (334) 687-5581 www.thesewellgroupllc.com BY CK'L' CR CHECKED xxx _ DATE xxx/xx RHSS EN NEER xxx DA TE x/xx/xx CUSTOMER: JOBSITE PAR BUILDERS ATLANTIC SELF STORAGE 12228 WILFONG COURT 1089 ATLANTC BLVD, MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 SCALE SEE SCALE THIS SHEET JOB NO. TSG2014-102401 SHEET NO. E22 Dwg. Issue 2 CTS - („ X I- X 1, OEE PARAPET WINE) LAYOUT d cut as needed) 4 -1 I/ NOTD5- 1. ATTA61-i (o J) X 12 -OA GEE TO 6T UP VTI TI -t (3) #12- 6C REm5 2. ATTA6I1 OHANN'EL TO OEE WITH (1) #112 sOREVV AT EACH FLANGE Off OHANNEL 3. INSTALL POUf5LE sTUPs AT OORNER 4. ATTA611 ST UP6 TO SRP FLOOR s1-Af5 WIT -1-1 t5A6E OL I P — f56L AND (4) #12 STREWS 5. TOP Of PARAPET OAP 6HANNEL AT" q54 —I- Aff1= — I'VI-P (MAXIMUM) �3OAL.E (o. PE6KI1\10 AT TOP Off 6EE6 TO f�E I 1/2'" N PEOK — ATTAOf'i TO 61 -CANNEL AND OEES AT EA611 1=LUT—F WITH (1) #12- S3 REW 7. INSTALL (o 6EE6 AT OORNER 6TUP6 W I TTH (() #12- STREWS AT EA611 ("" OEE * I — I NSTALL 4"" X 3"` X 140A OEE AT TOP ANP BOTTOM f5ETWEEN y/"" 6EE6 W I PI (1) #12. 66REW AT 5" OZ--/ AT EA6,H ('o" OE FE Richard T. Smith PE_ #4354[[7 Ph -706 8888-4874 0 L,.l.,. e R1111' . t...a� `` , ...............� Salem AL, 36874 41 `1'N No 435 rATE OF cud JOB NO. TSG2014-102401 I . E24 Dwg. It 2 DRAWING STATUS REVISIONS DRAKNN __ DATE ❑Approval Drawings (not for construction) These N0. DATE ECC 07/27/15 THE SEWELL GROUP, LLC drawings are for verification that the construction documents DESCRIPTION 8 CI have been accurately interpreted. ORCHARD R DRIVE (�,h'ELKELi DA TE 241 ORCHARD DRIVE 1 812512015 RELEASE FOR CONSTRUCTION CR Ei1 XAX x/XXlXX Structural Drawings (not For Construction) 2 1218115 REVISED FOR HEIGHT CHANGE RHSS Ph. (334) 687-5581 www.thesewellgrouplic.com ENGINEER DATE JOBSITE: FOR PERMIT AND CONSTRUCTION Xxx X/XX/Xx PAR BUILDERS ATLANTIC SELF STORAGE SCALE 12228 WILFONG COURT 1089 ATLANTC BLVD. SEE SCALE THIS SHEET MIDLOTHIAN, VA. 23112 ATLANTIC BEACH, FL. 32233 Richard T. Smith PE_ #4354[[7 Ph -706 8888-4874 0 L,.l.,. e R1111' . t...a� `` , ...............� Salem AL, 36874 41 `1'N No 435 rATE OF cud JOB NO. TSG2014-102401 I . E24 Dwg. It 2 *1 — #12X1 1/4" SDHH SCREWS AT 12" O.C. *2 — 1/4" —14 X 7/8" SCREWS AT 12" O.C. GUTTER STRAP *2 [FL -246] URETHANE SEALANT,., CAP FLASHING (CF1)W/WASHER -1/4-14 ' x 7/8 LONG -LIFE LAPTEK vNA_� paN_ E� 1/4-14 x 1 1/4 LONG -LIFE [HW -540] [FASTENER #4] (QUANTITY) 3 �2 _-- / -��1G�NESS SELF -DRILLER W WASHER [FASTENER #1 E] (QUANTITY) OUTSIDE CLOSURE STRIP #12 X 4" SDHH SCREWS AT 24" O.C. *1 CLEAT (CFC1) 2" LONG TRI -BEAD TAPE SEALER [HW -504] @PANEL RIBS OVER. INSIDE CLOSURE STRIP INSIDE CLOSURE TRI -BEAD TAPE SEALER PARAPET FLASHING FL -275 [ ] Elf -S BY OTHERS @ TOP OF CLOSURE [HW -504] GUTTER STRAP FL -246 [ ] @ 48 O.C. MAX. CLIP GC1 1/4-14 x 7/8 LONG -LIFE LAPTEK METAL INSIDE CLOSURE [HW -426] W/WASHER [FASTENER #4] - 12" O.C. 1/4-14 x 7/8 LONG -LIFE LAPTEK GIRT FOR BACK PANEL SUPPORT W/WASHER [FASTENER #4] (QUANTITY) / HIGH EAVE PLATE TRI -BEAD TAPE SEALER [HW -7610] [HW -50'4] 1 HIGH ARTICULATING CLIP [HW -212] MINOR RIB TAPE SEALER 1/4-14 x 1 1/4 LONG -LIFE AT ALL MINOR RIBS PREPUNCHED HOLES [HW -512] STANDING SEAM PANEL SELF -DRILLER W/WASHER IN PANEL r [FASTENER #1E] (QUANTITY) SS PANEL to ° METAL OUTSIDE CLOSURE 1/4-14 x 1 SELF -DRILLER W/WASHER [FASTENER #1] [HW -4-30] 24" PANEL 1/4-14 x 7/8 LONG -LIFE LAPTEK QUANTITY , (QUANTITY) W/WASHER [FASTENER #4] (QUANTITY) BACKUP PLATE EAVE CHANNEL 00 [HW -7740] 24„ PANEL TRI -BEAD TAPE SEALER [HW -504] 1/4-14 x 1 SELF -DRILLER GUTTER W/WASHER [FASTENER #1] 1/4-14 x 1' SELF -DRILLER TRI -BEAD TAPE SEALER (QUPERIT SIDE CLOSURE) W/WASHER [FASTENER #1] [HW -504] (QUANTITY) DOWNSPOUT AT MAIN BUILDING GUTTER - 28'-0" O.C. 1/4-14 x 1 1/4 LONG -LIFE PURLIN SELF -DRILLER W/WASHER [FASTENER #1E] (QUANTITY) / (LOCATED IN PREPUNCHED HOLES) WALL BY OTHERS INSTALLATION NOTE: 1 1. APPLY TRI—BEAD TAPE SEALER CONTINUOUS OVER SUBSTRATE. 2. ATTACH INSIDE METAL CLOSURE W/ i 1/4 14 X 1" SDS W/WASHER [FASTENER #1] 3. APPLY A 10" LONG PIECE OF TRI—BEAD TAPE SEALER UP AND OVER THE INSIDE METAL CLOSURE SECTI❑N AT HIGH SIDE PARAPET WAL—L4. APPLY A 2" LONG PIECE OF TRI -BEAD TAPE SECTION AT _L_❑V/ E AVE SEALER IN VERTICAL LEG OF PANEL SEAM 5. IF THE PANELS HAVE MINOR RIBS, APPLY ichardTomifh 7 MINOR RIB TAPE SEAL BETWEEN PANEL AND IsI:IE, Ph�o8a88 7// j] EAVE TRIM OR GUTTER 6. ATTACH PANEL W/#1/4-14 X 1 1/4 LONG I ID,®#F LIFE W WASHER IN THE FLAT PANEL AND ONE EACH SIDE OF THE INSIDE METAL CLOSURE6No ..,,L 43547 (8) TOTAL [FASTENER #1E] SCALE SCALE =':S TE OF REVIEWED/01\1@:� ByRkhard'7 DRAWING STATUS REVISIONS DRAWN DATE - -1-HE 1-HE S E W E L_ L_ G R ❑ U P . L_ L_ C JOB NO. For Approval: These drawings, being For Approval, are by definition not final, and are for conceptual N0. DATE DESCRIPTION BY representation only. Their purpose is to confirm proper interpretation of the project CK D RHSS 121/12114 CHECKED DATE 801 ORCHARD DRIVE STANDARDS EUPAiJLL, AL 36027 documents. Only drawings issued "For Erector Installation" can be considered as complete. XXX XX/XX/XX Ph (334) 687-5581 www.thesewellgroupLLc.cor� SHEET NO, Structural Drawings (Not For Construction) ENGINEER DATE FOR PERMIT AND CONSTRUCTION XXX XX/XX/XX STANDARDS SHEET SD72 Dwg, Issue SCALE 0 SEE SCALE THIS SHEET 29GA U PANEL - ATTACH AT 12" O.C. (SEE NOTE 1) 29GA U PANEL ATTACH AT 12" O.C. (SEE NOTE 1) 29GA U PANEL - ATTACH AT 12" O.C. (SEE NOTE 1) SLAB (DESIGN BY OTHERS) NOTES: 1 . #12 X 1 " SDHH SCREW MUST ATTACH PANEL TO BASE TRACK AT EACH STUD AND WITH 1 SCREW TO BASE CHANNEL BETWEEN EACH STUD 4" X 2" X 16GA CHANNEL ROOF DECK (SEE NOTE 3) 2. FLOOR DECK - VULCRAFT 2VL1 X 18GA OR PERFORMANCE EQUAL - ATTACH TO LOAD BEARING STUDS WITH #12 X 1" SDHH SCREWS AT 12" O.C. - INSTALL DECKING #10 X 3/4" DECKING LAP SCREWS AT 36" O.C. 4" X 2" X 16GA CEE AT 60" O.C. (4) #12 X 1 " SDHH SCREWS *3 � SLAB (DESIGN BY OTHERS) � NOTE 2 DECK SEE 4" X 2 X 14GA CHANNEL ( ) ,-1 1/2 )) x 1 1/2 1) x 18GA U CHANNEL (TYP.) 4 X 2" X 14GA CEE AT 30" O.C. 4" X 2 X 16GA CHANNEL /- SLAB (DESIGN BY OTHERS) SEE NOTE 2 DECK 6" X 2" X 14GA CHANNEL '\- ( ) ,--1 1/2 $$ x 1' 1/2 )) x 18GA U CHANNEL (TYP.) 6" X 2.5" X 14GA CEE AT 30 O.C. 6" X 2" X 14GA CHANNEL *1 LOAD BEARING WALL DESIGN *1 - 1/2" DIA. X 3 1/4 WEDGE ANCHOR AT 30" O.C. - 2 1/2 P$ MINIMUM EMBEDMENT *2 - 1/2" DIA. X 2 3/4" WEDGE ANCHOR AT 30" O.C. - 2" MINIMUM EMBEDMENT *3 - PREFORMED BASE CLIP 3 1/2" X 1 3/4" X 4" X 12GA I., 0 0 d- 3. ATTACH U PANEL TO STUDS WITH #12 X 1" SDHH SCREW AT 12" O.C. -- INSTALL (1) #14 X 3/4" LAP SCREW AT EACH PANEL LAP BETWEEN EACH STUD - LOAD BEARING WALLS AND DIVIDER WALLS - ALL FLOORS 4. ATTACH U CHANNEL TO STUDS WITH (1) #12 X 1 " SDHHSCREW AT EACH STUD - NO U CHANNEL REQUIRED AT TOP FLOOR 4" X 2" X 16GA PURLINS (SEE ROOF FRAMING LAY( FOR SPACING) 29GA U PANEL (SEE NOTE 1) ATTAC H AT 12 " O . C 29GA U PANEL - ATTACH AT 12 (SEE NOTE 1) STANDING SEAM ROOF PANEL VS 60 O.C. )-LAB (DESIGN BY OTHERS) DIVIDER •PANELS ABOVE_ OF OR FLOOR DECK (SEE NOTE 3) ESGN BY OTHERS) DIVIDER WALL DESIGN ALL FLOORS-- DECKING ABOVE DRAWING STATUS For Approval: NO. These drawings, being For Approval, are by definition not final, and are for conceptual representation only. Their purpose is to confirm proper interpretation of the project documents. Only drawings issued "For Erector Installation" can be considered as complete. Structural Drawings (Not For Construction)' FOR PERMIT AND CONSTRUCTION DATE REVISIONS DESCRIPTION 4'-0" SCALE RiChard T, Smith PE#4N7 PnJ06-888-4874 510 Lee R I Salem AL., 00: 7 -T'r--E �SEWEL_L_ GROUP, LLC 201 ORCHARD DRIVE. EUFAULL, AL 36027 Ph, (334) 687-5581 www,theseweUgroupUc,corn STANDARDS SHEET SD100 No 43547 ir® TE OF 100 4/ '1111111, JOB NO, STANDARDS SHEET NO, SD100 Dwg, Issue 0 DRAWN RON DATE 03/10/11 BY CK'D CHECKED XXX DATE XX/XX/XX ENGINEER xxx DATE XX/XX/XX SCALE SEE SCALE THIS SHEET 4'-0" SCALE RiChard T, Smith PE#4N7 PnJ06-888-4874 510 Lee R I Salem AL., 00: 7 -T'r--E �SEWEL_L_ GROUP, LLC 201 ORCHARD DRIVE. EUFAULL, AL 36027 Ph, (334) 687-5581 www,theseweUgroupUc,corn STANDARDS SHEET SD100 No 43547 ir® TE OF 100 4/ '1111111, JOB NO, STANDARDS SHEET NO, SD100 Dwg, Issue 0 0 O 0 0 0 0 O 0 0 I O 0 O I d - 241'-8" 1 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"-1-10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1'-4 4,_2„ " (nP) r— — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — I—r=== z +___� I II I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I F. 3 I (L I I I I I I I! ►! 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F 1 ■ 1 a Q O o w *- LL M • �t;:."" UKP O J w w O z J LU o w T N aQ da A. p A. A d p d d d :c d . ..p ..d p •:d Q, . Q c d °a d" ad ' d p d•• a° d d p. d p° d .. d d d p ° pd d d'. d a d� 40 ♦'►'4�Y •s: ►Qki��.••`1C N d.• No S" ,► �••` O 1 ••.•DRi• �l�I�AL SHEET NU. F 1 ■ 1 16 )y 14' 3" CL: STEEL LINE---{ #5 CONT.--\ 1'-3" 12" 3 " C L--� 6" 12 " �- Q n 3" CL. 3" CL. 3,-0„ SECTION 12" 5" SLAB —3" CL. #4 @ 24" O.C. 3- #5 CONT. (EQUALLY SPACED) Es 3" CL. #5 @ 9" O.C. GROUT VO 12' a 3" I J —V (INTO PAGE) SECTION CENTER WALL WITH FOOTING STEEL LINE--� SECTION CENTER COLUMN WITH FOOTING COLUMNS 5" SLAB )OWN BEYOND TART _Y SPACED) HART 5" SLAB — #5 :QUALLY SPACED) " CL. 0— #5 QUALLY SPACED) 18" GF 8" CMU 16" 14' 3" CL: SECTION SECTION CENTER WALL WITH FOOTING SECTION CENTER COLUMN WITH FOOTING 5" SLAB 5" SLAB 7 3- #5 EQUALLY SPACED) 3" CL. #5 @ 12" O.C. COLUMNS 5" SLAB -SART _LY SPACED) ;HART m 14' 3" CL: 8" C M U WALL ---E #5 CONT. 16 )) 14" 3" CL: 3 F1.2 SECTION CENTER WALL WITH FOOTING 12" 6-<s— SLAB �3" CL. #4 @ 24" O.C. 3— #5 (EQUALLY SPACED) -3" CL. - #5 @ 12" O.C. SECTION CENTER WALL WITH FOOTING 5" SLAB — #5 :QUALLY SPACED) " CL. 0— #5 QUALLY SPACED) MARK ISIZE REINFORCEMENT E NEORCEMENT E3 3'- 0 " x 3'- 0 " x 18 " 3 5 EACH WAY BOTTOM F3.5 3'- 6 " x 3'- 6 " x 18 " (4) #5 EACH WAY BOTTOM F3.5x7 3'-6" 'x 7'-0" x 18" (4) (7) #5 #5 LONG & SHORT BOTTOM E4 4' -0' x 4' - 0" x 18"(4)- # 5 EACH WAY BOTTOM M E4.5 4'-6" x 4'-6" x 18"(5) #5 EACH WAY BOTTOM E5 5' -0" x 5'- 0 " x 18 "5 ( ) # 5 EACH WAY BOTTOM E5.5 5' - 6 " x 5' - 6" x 18" (6) #5 EACH WAY BOTTOM E6 6'- 0 " x 6'- 0 " x 18" 6 5 EACH WAY BOTTOM h Q N N O Z 0 U D 0 F,0) >Z W 0 � U 0 LL W U) 4. d. c d ° 'd4 ° d •° ° a a . .d` a • a . d ° d .a ,a c ad w � Q w a x 00 o O --� C/) 0 J w Q N 0 w C— LL �_ co oC _a m cc c� r cc 4 oC �' w O.s„.• Z J W wcc o N 0 ° a a ° d ° d ° d . a• d a ° ° 4 .. :40'•d. ' d 4 ° .e 4►. ,ra ,........ q �: Nv its i . m . � i 1� 4 �.y t-�•�y44ni1 ���• ttr�y�s ,•� -� tlJ� SHEET NO. F1.2 11 C ( I I ( 1 IN 7 -j "� I L V.V., LVV EW, EF & BOTT 0'-0" FIRST FLOOR JT. (TY P) —4,-0" ELEVATOR PIT '$- -6,-0" ;2'-0" SUMP \RCH (12)�'�J �: I L V.V., LVV EW, EF & BOTT 5" SLAB 4" LAYER OF SAND OR #57 STONE SAW CUT CONTROL JOINT 1/8 WIDE x 1/3 SLAB DEPTH MIN. FILL W/ ELASTOMETRIC CAULK. x(15' MAX SPACING) CONCRETE Ll SEE BUILDING PL 0' — 0 99 FIRST FLOOR !T. (TY P) —4'-0" ELEVATOR PIT —6'-0" :2'-0" SUMP ARCH OH EX VUtLUtU VVIKt rHtSKlI, (6 x 6 x W1.4/W1.4) SLAB DETAIL SEE BUILDING PANS F -n DP R OJ ECTI 0 N 9" (FIGS "C—C" 8c "E—E") 24" (ALL OTHERS) OTACK WELD NUT TO ANCHOR BOLT ANCHOR BOTS SHALL BE ASTM F1554 GR36 ANCHOR BOLTS CONCRETE SLAB r� C❑NSTRUCTI❑N J❑INT COMPACTED GRAVEL FILL a o D ° d. d . a d 44 n d 44 ° dq •a a o i $fit •a� d W a . a d w 0 �a N .da d V •d d 4 d d . a ... . d• .4' :a d.' a ° C d G 4 G' 4 d d 9 a a o D Q • a d . a d 44 n C/5 a o i $fit (!)0O d W w . a d w 0 �a N .da d V •d d 4 d d . a ... . d• .4' :a d.' a ° C d G 4 G' 4 d d 9 a 4 .a . a d d : 4l ° a c d a . a w a z w a o Z LL W cb J pp (!nrt Lu V L N m Q U z C < E-, � a SHEET N0. F1.3 o D Q N W C/5 a o i $fit (!)0O W w � W 0 w 0 �a N .da d V •d d 4 d :a d• d.' a ° C d G 4 G' 4 d d 9 a . a d d : 4l ° a c 4. SHEET N0. F1.3 GENERAL NOTES: 1, All f oundation work and materials shall be in accordance with the F3C 10 and the latest edition ACI 318 2, Prior to construction all vegetation, stumps, roots, foreign material, and surf icial topsoil shall be removed f rom the area under the foundation and to a minimum distance of 5 f eet beyond the limits of the proposed building, Af ter this striping and clearing has been completed the exposed natural soils shall be compacted to 95 % of Modified Proctor in accordance with ASTM D 1557, At a distance of 50 feet or more from an existing structure this compaction shall be achieved by use of a vibratory drum roller in which the drum weighs a minimum of 5 tons with a minimum drum diameter of 3 f eet, At a distance of within 50 f eet f rom an existing structure this compaction shall be achieved by use of a light weight vibratory drum or sled compactor having a maximum weight of 1000 pounds, 3. Groundwater levels shall be controlled to a minimum of 2 feet below the construction level Groundwater elevations may fluctuate during construction therefore temporary dewatering may be necessary to control the groundwater levels, 4. All fill material shall be placed in lifts not to exceed 8 inches and shall be compacted to 957. of Modified Proctor in accordance with ASTM D 1557, 5, If "pumping of the near surface soils or fill material occurs during construction which results in strength loss of the subsequent soil, work shall be terminated in these areas and the disturbed soils removed After removal of these soils, fill material which has a water content of not more than 107. shall be replaced and compacted, In lieu of removing the disturbed soils the excess moisture may be allowed to dissipate and the soil re -compacted, 6 When the f ill material has been placed and properly compacted a 'smoothed' bucket backhoe may be used to excavate to the planned f oundation levels Af ter this excavation all soils at the bearing level shall be compacted to 95% of Modified Proctor in accordance with ASTM D 1557 to a depth of at least 1 foot If backfilling is required in the footing excavations the fill shall be placed in lifts not to exceed 6 inches 7 All fill material shall consist of soil with no more than 107. of the particles passing a #200 sieve and shall be free of vegetation, organic material, construction debris, large rocks, and all foreign material, 8 All footings have been designed for the following assumed soil properties, Bearing Capacity = 2,500 psf Angle of Internal Friction (phi angle) = 28 degrees Coefficient of Friction = 0.45 Soil Weight - 110 lbs per cubic f t. If it is determined of ter the soils survey that the actual soil properties are dif f erent than these assumed values, the contractor shall f ollow the recommendations of the geotechnical engineer. 9 The outlying perimeter areas of the proposed building shall be graded in such a way as to provide positive drainage away from the proposed building 10 A vapor retarder shall be installed underneath the slab consisting of 6 mil minimum polyethylene with joints lapped not less than 6 inches and sealed, 11, All concrete shall have a minimum compressive strength of 3,000 psi at 28 days, 12 All concrete shall contain 2,5 % to 6 % entrained air to enhance frost resistance 13. The maximum water -cement ration of the concrete shall be 0,45, 14. The slump limits of all concrete shall be 2 - 4 inches. 15 All concrete shall be nixed until there is a uniform distribution of materials in accordance with ACI 318 16. All reinforcing bars that do not require welding shall conform to ASTM -615, Grade 60. All reinforcing bars that are to be welded shall conform to ASTM A706, Grade 60. Welded wire fabric shall conform to ASTM A-185 f orbidden f or any f uture 17 The #4 rebar in the slab turn down shall be continuous for the entire perimeter of the foundation and shall be lap spliced a minimum of 2 feet at terminal points I n order to maintain continuity, in the f oundation at intervals not to exceed 15 f eet, 18 The slab reinforcing including the welded wire fabric and hairpins shall not be cut during or anytime after construction since this reinforcement provides structural stability for the building. 19 Fiber reinforced concrete is an acceptable alternative to welded -wire fabric, Synthetic fibers shall be f ibermesh 650 as manufactured by Propex Concrete Systems applied at the rate of 3 pounds per cubic yard of concrete (or another equal system) 209 Since the passive resistence of the soil is an integral part of the ability of the f oun6ation to resist the horizontal forces that will be present when the design loads are applied to the building system, it is expressly f orbidden f or any f uture excavation to take place within 50 f eet of the building without the consent of the Engineer of Record, Q N . c 21, Control joints shall be installed in the f oundation at intervals not to exceed 15 f eet, If it is necessary to place concrete in more than one pour a construction shall be used between pours, ,joint 22 Maintain 3 inches minimum clearance for otherwise noted all rebar and anchor bolts, unless z O H U z W O_ z w O � U O LL w D U) Lit i •••u•• � ,R. 2-q SHEET SHEET N0. F1.4 tr d. d .d o 4 d A Q N . c v d d O LUo W LU z ,l, � 0 N d d . ° �d ° 'd4 d d ' d• . .. .•d d • d d d. ' • ° ' d ••d W z Q T_ ao a o c/)U z _ w u) o 0-4 W 0 U F m Q z �= z o CE Q -1o � � Q Lit i •••u•• � ,R. 2-q SHEET SHEET N0. F1.4 o W Q N O LUo W LU z ,l, � 0 N �d d ' d• . Lit i •••u•• � ,R. 2-q SHEET SHEET N0. F1.4