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HomeMy WebLinkAbout7631 Gall Blvd (41)o �I sl �E om�: uunn:vuuiu PAINT EXISTING SIGN SUPPORT DURANODIC BRONZE REF TABLE FOR CUSTOM COLOR BY SIGN CONTRACTOR EXISTING PYLON SIGN SUPPORT ------- SIGN CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PERMITS ARE SUBMITTED AND PULLED ONCE APPROVED PYLON SIGN 3/1 V = 1' 0" YELLOW SPARK, COLOR PMS 1235C WHITE LETTERS FLEX FACE, COLOR TO MATCH P76U BLUE REPLACE FACE ON EXISTING SIGN CABINET BY SIGN CONTRACTOR SHERWIN-WILLIAMS CUSTOM BRONZE/ ORDER NUMBER 7248-0044642 -BRONZE MATCH -CUSTOM MANUAL MATCH BAC COLORANT: OZ 32 84 128 W1 WHITE . 43 - 1 B1 BLACK 6 4 1 1 R2 MAROON - 19 - 1 Y3 DEEP GOLD - 48 1 1 G2 NEW GREEN - 18 - - ONE GALLON #B54T00104 UI TRADECP #796999993- (P VESTIBULE RIGHT ELEVATION VESTIBULE LEFT ELEVATION J H G F E D C CAP s"'-"' ''' "' '�-` CAP CAP CAP y GC TO PROVIDE GRAY PLASTIC P134E METAL HOOD ) P134E P134E PT34E SLATS TO MATCH PAINT AT ALL 1 P134E (;r�i82� P134E CHAIN LINK FENCES P134E PI 34E 2 1 A 2 CHOWN NK FEN P134E1 ; P . .-. P134E _ f CHAIN LINK FENCE P135E P135E LEFT ELEVATION 15 14 • ELEVATION 13 12 11 GC T PROVIDE GRAY 10 T O \ J T PLASTIC SLATS TO Y CAP MATCH PAINT AT ALL Pi34E CHAIN LINK FENCES CAP CAP CAP P134E P134E IP, 34E P134E P134E [P134E P1£ -: 1 Level2��� f --- L Level _A_-- 1TI /2, 100'-0" ( P135E � � 134E ` - P134E P134E tT DO NOT PAINT GLAZED O \ CANOPY STRUCTURES 9 CAP CAP GC TO PROVIDE GRAY PLASTIC 1 P134E P134E SLATS TO MATCH PAINT AT ALL 4.-JI P135E P, 34E P134E P134E 1CHAIN LINK FENCES2-8" CAF P134 4EGARDEN CENTER FENCISHOWN WITH DASHED LFOR CLARITY T.. -'�`, -�, 1 is I 3RIGHT ELEVATION �\ ' -- _ AT ALL LIT SIGNS GC TO }COORDINATE WITH SIGN ) r1 MANUFACTURER FOR SITE t 1 _ -, L it WIRING CONDITION, REF TO , 2T Y DETAILS ON A2.2 / CAP 5 - 0" CAP 1 P134E 0 3 AP -134E P134E P76U P135E P134E EQ EQ 34E t� �\ /Z)<,-w,-�,�-, � TENANT SIGN, ETR NEW SIGN CENTER IN EIFS FIELD REF 7 --A2.1 2 _ RESURFACE AREA - x a .sue AFFECTED BY NEW aSIGNAGE 2� " AND SPECS P) REF 17 - A2.1 P135 P76UP162E P78U P135E '/� NEW SI REF3- FRONT ELEVATION 1"=20'-0" Fl P134ECHAINLINK FENCE .. , SHOWN DASHED 1 5 6 7 8 88'-2" 23-0 86-10 EQ EQ EQ EQ .�..�✓-��-�.<�,-ti.-1�.�5'�.-`...-'�rti .may- r^ 1� 0%�. h..�-"�.�-^..rw-'�--^.�'�rti.�w P49E P134E P134E �( .- - - I 1 � P134E P49E - P76U NEW SIGN CENTER IN P49E , P76U 1 EIFS FIELDREF4-A2.1 SOF [$RETURNS RESURFACE AREA AFFECTED BY NEW SIGNAGE 9YP) REF 17 - A2.1 AND SPECS NEW SIGN REF 1 - A2.1 7 (D I CAP COLOR LEGEND P# COLOR NAME P49E DARK GRAY P76U WALMART BLUE (URETHANE -LIKE) PI 34E LIGHTGRAY P135E MEDIUM GRAY P162E BLACK GRAY P36E BLACK P5E SAFETY YELLOW P21E SAFETY RED P33E CREAM DEMOLITION NOTES 1. REMOVE EXTERIOR TENANT SIGNS. COORDINATE REMOVAL WITH WALMART CM AND TENANT PRIOR TO BEGINNING WORK. DELIVER REMOVED TENANT SIGNS TO TENANT. 2. NOT USED. 3. REMOVAL OF BUILDING MOUNTED ITEMS, SHOWN OR NOTED TO BE DEMOLISHED OR AS REQUIRED BY SCOPE OF WORK, SHALL OCCUR PRIOR TO PAINTING BUILDING. COORDINATE DEMOLITION WORK SO EXTERIOR PAINTING WILL OCCUR PRIOR TO INSTALLATION OF BUILDING MOUNTED ITEMS. E PORTION APET CAP 'PARAPET "N U.1 OENLARGED ELEVATION 7 1 /8" = V-0" TIP (\.T REF 8 - A2.1 14 NEW SIGN 15 P134E }' 28•_7" 5 4 � GcAP IN ,�6� P49E P49E > �LNEWSIGN CEN,JER; IN-y'2� .EIFS FIELD'>\R`EF3�1" p4gE SOFRESURFACE FIT AND RETURNS " AFFECTED BY NEW SIGNAGE(TYP) REF 17 -A2.1 AND SPECS 23, - 0" ') $" N vee O 000 e I N - Le I= - 2 , 100'-tee P135E /2" v 78U P135E REF 10! A2.1 .r AUTO CENTER FRONT ELEVATION SHEET NOTES 1. U A ES O E P I PE PS ECI ICATIO_,CJ�S DAMAGED OR EXPOSED DUE TO REMOVAL OF BUILDING MOUNTED ITEMS, TO MATCH ADJACENT AS REQUIRED. 3. REMOVE SEALANT AND BACKER MATERIAL FROM ALL j\ pUlLplt;�G-CAP1jRQj.,JOINT,S AND EXPANSION JOINTS ON L=1 L W lLS TO�E�PAI vg. FILL AND SEAL JOINTS, REF 0 900 4. REFER TO DETAILS ON SHEET A2.1 FOR SUBSTRATE AND FINISH REQUIREMENTS AT LOCATIONS OF BUILDING MOUNTED SIGNS. 5. RESURFACE EXISTING EIFS WHERE SHOWN (HATCHED AREA). 6. NOT USED. 7. PAINT EXTERIOR OF BUILDING AS SHOWN. PRIOR TO PAINTING WALL AT LOCATION(S) OF LIT ID/LOGO SIGN(S), A COOR©NATE,SCOPE-OF} WORK,WITH-WALyvfARi T'6�M'�-.r 8. IF PAINTING ADJACENT WALLS PAINT HOLLOW METAL STEEL DOORS, FRAMES, AND DOWNSPOUTS, EXPOSED METAL FLASHING, HANDRAILS, AND EXPOSED ))) MISCELLANEOUS STEEL TO MATCH ADJACENT BUILDING COLOR UNO. 9. PAINT ANY NEW ROOFTOP GAS PIPING P5E . GAS PIPE ALONG SIDE WALL TO GRADE SHOULD MATCH ADJACENT BUILDING. DO NOT PAINT METER OR VALVES 1 IF PAINTING ADJACENT WALLS, A7y0f1V'"4 'ST 17�i'CiRAC`BYEEt RING TO MATCH ADJACENT WALL. 11. WHERE CANOPIES ARE VISIBLE TO AND ACCESSED BY CUSTOMERS, PAINT UNDERSIDE OF CANOPY DECK P33E- DO NOT PAINT CANOPY DECK IF NOT PREVIOUSLY PAINTED 12. PAINT JIB CRANE- P36E ON JIB BOOM, P5E ON HANDRAILS, 13, PAINT SPRINKLER VALVES P21E . DO NOT PAINT OVER SIGHT GLASS OR FIRE ALARM BELL. 14. PAINT ALL EXTERIOR BOLLARDS TO MATCH EXISTING COLOR UNLESS NOTED TO RECEIVE PLASTIC BOLLARD SLEEVE. 15. NOT USED. 16. DO NOT PAINT LED WALL PACK HOUSINGS 17. PAINT GARDEN CENTER STEEL DOORS AND FRAMESCET 18. NOT USED. 19. DO NOT PAINT QUIK BRIK, STONE VENEER, FACE BRICK, UNPAINTED TILT -WALL OR PRECAST PANELS. 20. NOT USED. KEYNOTES 7.04 METAL FASCIA COVER 7.06 WATER DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM 2 1 CAP P134E GC TO PROVIDE GRAY PLASTIC SLATS TO MATCH PAINT AT ALL -- CHAIN LINK FENCES - T 11 12 13 14 2 15 CAP ( 27, - 0" ^P134E CAP CAP 135E 2' 0" NEW SIGN REF.5 -IA2.1 PI 34E P134E P134E 29'-8" I - DO NOT PAINT GLAZED _- p7 PY STRUCTURES ,�CA __ - ,� -o- � ?' f ._. - a P76U ` =`-. _2L-- -- -- NEW SIGN NEW SIGNS SEPARATE PERMIT GARDEN CENTER FENCING EQ EQ REF 9 - A2.1 REF 8 - A2.1 .UNDER 'i AND CONTRACT SHOWN WITH DASHED LINE NEW SIGN FOR CLARITY REF 2 - A2.1 a 0 o V m m O Q JM LL 00 L r^ 2D1 N O _j ��O ^ ° a NO � Z. c � a 2m0 Lu N 10 w m z z o' ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 022621 3 CCO3 05/1121 CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: 0925/20 DOCUMENT DATE: 11 /0620 NOT FOR CONSTRUCTION EXTERIOR ELEVATIONS SHEET: A2 SIGNAGE FOR REFERENCE ONLY SIGNAGE WILL BE SUBMITTED UNDER SEPARATE PERMIT FOR TERMINATION BAR AT BACK OF PARAPET, RIREF - - --- ----- CONTINUOUS TOOLED SEALANT BETWEEN PARAPET COPING AT JOINT ----- --- SUB FLASHING -�( BENEATH CAP METAL FASCIA COVER i FLASHING, FULLY I ADHERED EIFS is Y 314" BACKER ROD AND CONTINUOUS SEALANT MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION PROVIDED BY WALMART PLASTIC MOUNT FOR ALL - THREAD STUD TYP BY WALMART INSTALL 1/8" DIA ALL -THREAD 1 STUDS INTO PLASTIC PARAPET STEP MOUNTSINSTALLATION TYP SIGN INSTALLATION TYP ----- NTS 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL -THREAD STUD WITH w ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT a' TYR PLASTIC NON -ILLUMINATED CHANNEL LETTER A2 1 'ADHESIVE SEALANT" IS TO � BE PRODUCT LN-950 BY •�� - LIQUID NAILS OR SIMILAR ' POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM 03498 AND C557 STANDARDS, EXTERIOR APPLICATION, -- WEATHER RESISTANT, LOW VOC, WITH A MINIMUM OVERLAP NEW SHEAR STRENGTH OF 250 MEMBRANE OVER PSI EXISTING 6" MIN ----- STEEL CLIP ANGLE REFSTRUC METALSTUDS REF STRUC -- 1 12" WATER DRAINABLE EIFS ON 5/8" EXTERIOR PLYWOOD SHEATHING - GRIND SPLIT FACE CMU SMOOTH FOR CLIP ANGLE ATTACHMENTS EXISTING 8" CMU EXISTING SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE LOCATION QTY LIGHTED COLOR SIZE INDIVIDUAL AREATOTAL AREA FRONT SIGNAGE WALMART* 1_ LED -WHITE/YELLOW. 5-8 / 8'-0" 298.00 SF 298.00 SF HOME & PHARMACY _ NO WHITE 2-0" 61.85 SF 61.85 SF MARKET 1 WHITE 2-0" 17.97 17.97 SF OUTDOOR LIVING 1 __,_NO NO - -- WHITE 2-0' 49.47 _SF SF 49.47 SF LED Y_ELLOW,WHITE Z-6" 66.76 SF 66.76 SF TOTAL FRONT SIGNAGE 5 547.50 SF AUTO CENTER SIGNAGE AUTO CENTER 1 NO -WHITE '-6' 17.75 SF 17 75 -_ SF TIRE 2_ NO i'-0" 2.38 SF 478 _ _ LUBE 1 NO _WHITE WHITE 1' 0" 3.13 SF 313__ -SF SF TOTAL AUTO CENTER SIGNAGE L 4 _ 25.64 SF TOTAL BUILDING SIGNAGE 573.14 SF NEW SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE LOCATION QTY TYPE LIGHTED COLOR SIZE INDIVIDUAL TOTALAREA AREA FRONT SIGNAGE . - _ .-.(1 a IAIAI .�T AIFIAI 1 Ffl 1NHITFNFI IAI 1 1(1'-3 /i F"' 1 ]d dd CF 'I ]d dd CF I AUTOMOTIVE, 1 1 1 NFW I NO I WHITE 1 1'-6" I� 12,71 1 SF I1- 12.71 ) 1 - LI 'HEALTH MULTI SERVICES TOTAL FRONT SIGNAGE AUTOMOTIVE SIGNAGE AUTOMOTIVE NUMERALS 1, 2. 3, 4 CONTINUOUS NON -CURING SEALANT FASTENER THROUGH 9/32"1 SLOT #1 12" OC MIN RECOMMENDED FASTENER METAL FASCIA #12x1-1/2" HOT DIPPED GALV SCREWS l�- COVER IN - W/RUBBER SEAL WASHER S 12'-0" LENGTHS - - 5/8" EXTERIOR GYP SHEATHING CONTINUOUS k 2X TREATED SLOPE 1/4" PER 1'-0" EXTEND MEMBRANE BELOW EXISTING CMU NAILER NAILER AND SECURE CONTINUOUS GALVANIZED _ - - - - - FORM RAIL- -. CHAMFER EDGE 1/8" N N Z " i; � � WATERPROOFING ',I -A-- - -- - - - - - - - =- MEMBRANE FULLY ADHERED --- -- METAL STUDS, REF t EXTEND MEMBRANE STRUC BELOW BLOCKING AND SECURE 5/8" EXTERIOR 1-1/2" WATER GYP SHEATH ING DRAINAGE EIFS ON 5/8" O EXTERIOR - - - -1 -_ __ - - -. :I_ �f PLYWOOD SHEATHING I >� PARAPET CAP FLASHING1 PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE MATERIAL. IF REFER TO SIGNAGE EXISTING SUBSTRATE IS CMU SIGN ATTACHMENT AT CMU WALL OR PLYWOOD (5/8" OR THICKER), SUBSTRATE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS REPLACEMENT IS NOT REQ'D MOUNTING HOLE PATTERNS?NON-ILLUMINATED SIGN EXISTING LIGHT POLE REF CIVIL PLANS FOR SIGN 'r LOCATION -_ I I as - I 'ro.' iII I PICKUP BANNER AT EXISTING LIGHT POLE 3/16" = V-0" 2' 6" I SIGNAGE GENERAL NOTES g 8 m Sa i 1 SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BY GC. i g 2. ALL EXISTING WALMART EXTERIOR SIGNAGE IS TO REMAIN IN PLACE ON THE BUILDING UNTIL THE EXTERIOR SIGN COMPANY IS ONSITE. THE EXTERIOR SIGN C . COMPANY WILL REMOVE EXISTING SIGNAGE. GENERAL CONTRACTOR WILL THEN PERFORM THE PATCH AND REPAIR WORK NEEDED AT SIGN LOCATIONS, AND - - - PAINTING WORK NOTED IN PLANS. ONCE COMPLETE, GENERAL CONTRACTOR WILL NOTIFY THE EXTERIOR SIGN CONTRACTOR THAT AREAS NOTED TO RECEIVE SIGANGE ARE READY THE EXTERIOR SIGN COMPANY WILL THEN INSTALL NEW SIGNAGE AS SHOWN ON THE PLANS. A. A TEMPORARY BANNER WILL BE INSTALLED PRIOR TO REMOVAL OF EXISTING EXTERIOR SIGNAGE. BANNER WILL REMAIN IN PLACE UNTIL ALL MODIFICATIONS AND/OR REPAIRS HAVE BEEN COMPLETED AND NEW SIGNAGE IS INSTALLED.) B. TEMPORARY BANNER WILL BE APPROXIMATELY 125 SF (5X25'). CiV�i C. EXTERIOR SIGN WORK NEEDS TO BE SCHEDULED, COORDINATED, AND COMPLETED DURING WEEK 6 OF THE CONSTRUCTION SCHEDULE. _ 3. GENERAL CONTRACTOR RESPONSIBILITIES - A. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION 70 _SF, MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE i 48 SF- DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE 18 SF PHOTOGRAPHS FOR CLARIFICATION. B. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO 1 DETAILS ON SHEET A2.1, FOR LIGHTED ID/LOGO SIGNS. 86 SF ;1 C. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW "Walmart" and "spark" J >� --"- SIGNAGE. EXISTING (8) BOXES FROM "WALaMART" SIGNAGE MAY BE REUSED. 1 ( D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO TENANT SIGNAGE LOCATION SHOWN. REFER TO ELECTRICAL. E. INSTALL ACCESS DOORS AND FRAMES IN GYPSUM BOARD CEILINGS IF REQUIRED BY RELOCATION OF EXISTING TENANT SIGNAGE. F. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. REFER TO - ELECTRICAL G. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE I H. REMOVE ALL LIT ID/LOGO SIGNS AND UNLIT EXTERIOR STUD MOUNTED BUILDING SIGNS. UNLESS NOTED OTHERWISE. I 1. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL ) ' PENETRATIONS PER SPECIFICATIONS SECTION 07900. - J. INSTALL SIGNAGE PER DETAIL 5. REMOVE EXISTING EIFS 1 PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE 6" PAST AREA OF MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8" SHEATHING REMOVAL- OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D r EXISTING METAL \ PLYWOOD LENGTH PER SIGN SIZE y STUDS (BEYOND) O NEXT AVAILABLE STUD) 6 (T { 6" 1 ,) REMOVE EXISTING { SHEATHING IN SIGN - ie MOUNTING AREA (TO NEXT AVAILABLE STUD) AND REPLACE WITH Zo l 5/8" EXTERIOR GRADE i5 FIRE -TREATED PLYWOOD i y i a I INSTALL NEW EIFS WHERE EXISTING EIFS WAS r1 REMOVED ENSURE FINISH COAT IS FLUSH WITH - ADJACENT RESURFACED EXISTING EIFS - - I RESURFACE EXISTING EIFS EXTENTS OWN ON BUILDING ELEVATIONS TOO ENSURE CONSISTENT 12 FINISH TEXTURE, REF EIFS SPECIFICATION SUBSTRATE AT NEW SIGNAGECl �7- s' -- WATERPROOF FULLY PLASTIC MOUNT FOR ' ADHERED MEMBRANE ''- ,I- ALL -THREAD STUD, p EXISTING CMU WALL ( 5/8" EXTERIOR GYP TYP S SHEATHING ----2 I I l TERMINATION BAR --- INSTALL 1/8' DIA CONTINUOUS ALL -THREAD STUDS SEALANT - INTO PLASTIC MO UNTS TYP '� ( WATERPROOFING -.-�'.. 1/4 SPACER BETWEEN ;I S MEMBRANE WRAP 4 AROUND CORNER / FACE OF BUILDING a (' BEHIND EIFS - 3/4" BACKER ROD AND METAL STUDS WITH �) FINISH AND CHANNE! L CONTINUOUS -- CLIP ANGLE, REF ' S LETTER w� - IOR - SEALANT STRUC _ PLYWOOD 3/8" DIA HOLE FILLED j ( SHEATHING 1 12" WATER WITH ADHESIVE DRAINAGE EIFS ON SEALANT, TYP METAL STUDS -- 5/8" EXTERIOR - > I WATER PLYWOOD SHEATHING ') DRAINAGE EIFS - UNO I NOT USED / 00' FF EL A2.1 19 10'-3" - 10'-51/2",I_ WALL SECTIONAut-- - - - - - - - -,j♦ HealtlINTERNALLY ILLUMINATED 29.65 SF 15.70 SF 1'-6" AUTOMOTIVE \_Z-0" HEALTH SIGNAGE 19 22 -0 A2.1 19 A2.1 A2.1 8'-51roce 2" - - - _ - _ roc 4.12 SF 4blYHlS�14Stl �/� _ L - - - - TYR 23.27 S 12.71 SF O2'-6" AUTOMOTIVE NUMERALS 5 14-6" AUTOMOTIVE (D2'-0"o GROCERY- I 1 ISSUE BLOCK D012721 ISSUE BLOCK D012721 2 IADD3 1022621 ____ 3 CCD3 05/1121 PLASTIC NON -ILLUMINATED CHANNEL LETTERSTUD PARAPET CORNER DETAIL 4) - -- "ADHESIVE SEALANT' IS TO '.. '�-%�- . _"_�-_ ;-.,� ,�_ � ,ire - .�; •_.-- --,_- ---'-�-ti - �- BE PRODUCT LN-950 BY - LIQUID NAILS OR SIMILAR -k 1 1/2" WATER POLYURETHANE DRAINAGE EIFS ON - CONSTRUCTION ADHESIVE, - - --- EXISTING 5/8" EXTERIOR CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 MEETING ASTM D3498 AND _ FRAMING PLYWOOD C557 STANDARDS, EXTERIOR - SHEATHING LINO --- ' APPLICATION, WEATHER - RESISTANT, LOW VOC, WITH - METAL STUD � A MINIMUM SHEAR STRENGTH � REF STRUC-------- OF 250 PSI -- SIGN ATTACHMENT AT EIFS AND METAL STUD WALL 4'-8" `'sa 30.72 SF $ WALL MOUNTED MULTI -SERVICE SIGN 12 A2.1 1 22-5 1/8" ) o m e - 60.74 SF \ 2'-0" HOME & PHARMACY 3 1/4" _ 12 A2.1 12'A" o ns, TI,• -------- i 25.77SQ. FT. INTERNALLY ILUMINATED 1'-6" WINE SPIRITS SIGNAGE WITH SPARK 7 1/4„ =1,_0" -- - 19 A2.1 10, - 3" _.. I N 20,50 SF 2'-0" OUTDOOR 3/4" BACKER CONTINUOU OEIFS DETAIL mar eios $'` i I - I LL� - INTERNALLY ILLUMINATED 174,44 SF 13'-0" SEALANT ATPERIMETER .AND - OF 1 12" WATER DRAINAGE ANCHORS REMOTE < POWER SUPPLY ENCLOSURE a q� < EIFS ON 5/8" EXTERIOR q S PLYWOOD SHEATHING REMOTE POWER SUPPLY O METAL STUD FRAMING ENCLOSURE FURNISHED AND INSTALLED BY GC SIGN CAN WITH .080 ALUMINUM < <I' BACKING SEALANT AT PERIMETER AND ANCHORS FULL BED OF OF REMOTE POWER SUPPLY =~ MULTI -COMPONENT SEALANT ENCLOSURE W LL AT PERIMETER OF CONDUIT MEMBRANE PATCH OVER: _ FASTENER CONNECTION i y THROUGH WALL PROTECTION TUBE (2) LAYERS: OF MEMBRANE z UNDER O FURNISHED INSTALL PER MFR NUT AND WASHER p RECOMMENDATIONS LOW VOLTAGE WIRE 2 T+ ✓V-�.-^ O 3/4" LIQUID TIGHT FLEXIBLE DRILL HOLE AND FEED WHIP METAL CONDUIT REF 4/A22 FOR wv THROUGH PARAPET ROOF PENETRATION DETAIL I w O r a in NOTE: LOCATE ALL -THREADS PER SIGN ATTACHMENT TEMPLATE PROVIDED FULL BED OF MULTI -COMPONENT SEALANT AT PERIMETER OF SPACER V O.D. NEOPRENE / SS BONDED WASHER AND NUT IN BED OF CONTINUOUS MULTI -COMPONENT SEALANT PVC SPACER TO PREVENT COMPRESSION OF WALL PANEL, 314" OUTER DIAMETER AND 5/8" INSIDE DIAMETER - FULL BED OF MULTI -COMPONENT SEALANT AT PERIMETER OF CONDUIT -� THROUGH WALL PROTECTION TUBE. INSTALL PER MFR REF BLDG EL O SIGKAQE PILL CABINET WITH .080 ALUMINUM BACKING 12" ALL -THREAD CUT TO WITHIN 1/4" OF NUT AND 'GRIND END SMOOTH, TYP SIGNAGE ATTACHMENT 1" =1'-0" SJGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE PENETRATIONS. SEALANT AT LOW VOLTAGE WIRE PENETRATIONS EXISTING ROOFING SYSTEM EXISTING'CMU NOTE: PIPE FLASHING IS REQUIRED FOR INSTALLATION ABOVE ROOF ONLY. REF ELECTRICAL FOR JUNCTION BOX AND CONDUIT INSTALLATION REQUIREMENTS PER SIGN LOW VOLTAGE WIRE THROUGH WALL PROTECTION TUBE REMOTE POWER SUPPLY ENCLOSURE FURNISHED AND INSTALLED BY GC TO JUNCTION BOX REF ELECTRICAL WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE STAINLESS STEEL DRAW BAND PLACE CONTINUOUS SEALANT UNDER PIPE FLASHING MOLDED PIPE FLASHING HEAT WELD OR ADHESIVE ATTACH TO ROOF T- GLASS FIBER INSULATION ROOF PENETRATION 1"= T•0" NOTE TO SIGN INSTALLER: .ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES: A2.2 12-21K, 2" a v m L___L______________. 1� 1 1-/2' INTERNALLY ILLUMINATED ;,,-�2'4' PICKUP SIGNAGE J ) 1/4' =-0'-0" NOT USED NOTE: ALL SIGN PENETRATIONS ABOVE ROOF LEVEL MUST BE A CLEAR' MINIMUM OF 8" ABOVE DECK' THROUGH WALL LOCATE ANCHORS AND PROTECTION TUBE WIRING/CONDUIT PENETRATIONS FURNISHED BY WALMART PER SIGN ATTACHMENT TEMPLATE INSTALLED BY GC PER PROVIDED BY WALMART MFR RECOMMENDATIONS FULL BED OF MULTI - COMPONENT SEALANT AT SEALANT ALL AROUND PERIMETER OF CONDUIT - LOW VOLTAGE WIRE INSTALL LETTER BACK PRIOR TO INSTALLATION -.. HILTI HPS 1/4" X 1 SIS" _ SLEEVE ANCHOR PROVIDEDBY WALMART AT EACH SIGN CONNECTION POINT REMOTE POWER SUPPLY INSTALLED BY GC ENCLOSURE INDIVIDUAL PLASTIC ILLUMINATED CHANNEL. LETTERS INSTALL LETTER FACES W/ SET SCREWS, TYP - SIGNAGE ATTACHMENT 1 12" = V-0": ELECTRICAL TO JUNCTION BOX THROUGH WALL PROTECTION TUBE FURNISHED BY WALMART INSTALLED BY GC PER MFR RECOMMENDATIONS FULL BED OF MULTI- COMPONENTSEAIANTAT PERIMETER OF CONDUIT INSTALL LETTER. BACK PRIOR. TO INSTALLATION HILTI HPS V4" X 1 5/r SLEEVE ANCHOR PROVIDED BY WALMART AT EACH SIGN CONNECTION POINT INSTALLED: BY GC - OK EXISTING WATERPROOFING MEMBRANE REMOTE POWER SUPPLY ENCLOSURE SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE SIGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE PENETRATIONS. FURNISHED BY WALMART INSTALLED BY GC PER MFR RECOMMENDATIONS 314" LIQUID TIGHT FLEXIBLE METAL CONDUIT CONDUIT TO PANEL BOARD REF ELECTRICAL LOW VOLTAGE WIRE PENETRATIONS AND SEALANT AT LOW VOLTAGE WIRE x Hp CONT SEALANT 'f INDIVIDUAL PLASTIC ILLUMINATED CHANNEL LETTERS PRE MOLDED PIPE FLASHING ATTACHED PER ROOFING MFR RECOMMENDATIONS — INSTALL LETTER FACES EXISTING ROOFING SYSTEM W/SET SCREWS, TYP LOCATE CONDUIT PENETRATION I� 1 L1 44" MAX FROM UNISTRUT. 0 PROVIDE ONLY ONE ROOF P PENETRATION FOR ALL WHIPS. P SIGNAGE ATTACHMENT 1 1/2"- 1'.0" 1 SHEET WAS ADDED TO THE DOCUMENT 0 c t3 00 I GigJao Jai SST o T r o in W N ISSUE BLOCK 1 JADDI o1n721 2 ADD3 022521 3 CCD3 06/11/21 CHECKED BY. RD: DRAWN BY: MH PROTO CYCLE: 0912520 DOCUMENT DATE: 11/08/20 NOT FOR CONSTRUCTION EXTERIOR DETAILS AND SIGNAGE SHEET A2.2 61s ft 21s ft 27s ft 1 13s ft 5s ft 16ft2 Stud::_ Stud: stud Stud Stud Stud :: (Letters) (Letters) (1-ettem) (Letters) (t attars) (Letters)' d N d r O 00 L d o c� 2: O O :'O Minimum Fasteners for Whole Sign (Use More if Sign Needs It) SIGN INSTALLER 1. Verify (ft2) (flush, raceway, or pin) (solid area or letters) INSTRUCTIONS 2. Select fastener for wall structure. 3. Evenly space fasteners over whole sign area. USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign may require more fasteners. Example: "I" may need 2 fasteners, "J" - 3, "H" - 4, "W" - 5; and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and bottom. Follow fastener manufacturer's instructions and code requirements for installation. CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign ( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) Fastener I Wall Structure I Pull Fastener Installation 3/8" or 1/2" ThruBolt Structural Wall 200 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut bicker 3/8" or 1/2" ThruBolt Wood Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing 3/8" Lag Shield Concrete 200 3/8" - 16 screw in hole, tap anchor flush. 3/8" Lag Shield Grout Filled CMU 50 3/8" - 16 screw in hole, tap anchor flush. 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. 1/4" Tapcon Grout Filled CMU 21 1/4" Tapcon, min 1.25" embedment, protect from moisture. #12 Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. #12 Wood Screw 5/8" Plywood 40 #12-14 wood screw or SMS into 5/8" OSB or plywood. Timber Screw Wood Framing 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 3/8" Toggle Bolt Hollow CMU 100 3/8" Toggler - Snaptoggle BC, toggle anchor - into hollow CMU 3/8" Toggle Bolt 5/8" plywood 50 3/8" Toggler- Snaptoggle BC, toggle anchor- into 5/8" plywood 1/4" Toggle Bolt 5/8" plywood 50 1/4" Toggler- Snaptoggle BB - into 5/8" plywood 1/2"Sleeve Anchor Concrete 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 1/2"Sleeve Anchor Grout Filled CMU 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 3/8" Stud Glued Masonry or Concrete 50 3/8" the rod stud glued in Masonry or Concrete, Hilti HIT-HY-270, or equal. 14 6 6 4 4 5 Stud Thru Structural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking 55 21 23 1 15 9 18 Stud Glued Solid Wall Mat'I 25 3/16-pin-stud glued in solid wall mat'l, LIQUID NAILS FUZE -IT, LN-2000 IMPORTANT - Adhesives and toggles are strong but none have code approval for structural applications. Sign installer must test these connection strengths. Per IBC 1704 pull on fastener 2.5 * Allowable Tension. Use tripod, game scale, and hooks. 22'-5 1 /8" , _ t � Pha _i�ibn Aco PI�i ir, ' (y3, r ���' �t�r �Ku; �r l'y1;yi, ,1 �!F ill ihh illx'� NL — — — — — — — — — — — — — — — — — — — 60.74 SF 10'-3" rfy �1. I � ( by D N L_ N 20.50 SF 9'-8 3/8" ru C CD co 26.27 SF 4 4 4 4 4 4 Mn Fasteners 1369 551 6. Wnd force 9 9h .".'.'.�. 2'-6" 10'-5 1/2" ref ASCE 7-16 Florida, FBC (2020) Il Risk Category 11, Normal hazard to human life; III, Substantial hazard to human life; IV, Essential, emergency, critical Basic Wind Speed, Ultimate, mph, from ASCE 7-16, Fig 26.5-1A, Risk 11; or 15Q : Wind Speed Fig.26.5-18, Risk III & IV C Exposure Wind Exposure; C, House size obstructions for > 600 ft; D, no obstructions 5000' 30 Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. See Sign Area Gross Sign Area, ft2, means the overall area surrounding and including all Table sign letters and logos. WIND LOAD CALC: ASCE 7-16, Section 29.4.2, Solid Attached Signs Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall, < 3' from surface and > 3' from edge, equals wall wind pressure from ASCE 7-16, Section 30.4. See Table JWind Force on Sign; F = PASD * Net Sign Area -41 psf Wind Pressure; Paso = Pult * 0.6 per ASCE 7-16 section 2.4.1 -68 psf Wind Pressure; Pit = gh,uit*GC ; C&C, ASCE 7-16, Eq 30.3-1 48 psf Velocity Pressure; gh,,it= 0.00256*Kz*KZt*Kd*VZuit; ASCE 7-16, Eq 26.10-1 0.98 Veloc Pres Expos Coeff; K 2.01 *(H/900)^(2/9.5)ExpC, (700&11.5)ExpD; ASCE 7-16, Table 26.10-1 -1.4 Ext. Pressure Coeff; GC=-1.4(<60ft)-1.8(>60ft) Zone 5, 1 ft2 area, ASCE 7-16, Figure 30.3-1, 30.5-1 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE 7-16, Table 26.6-1 0 Int. Pressure Coeff; GCPi = 0, sign flat against wall, ASCE 7-16, Sec 29.3.2 1.0 Topographic Factor; Kzt = 1 for flat ground, no hill, ridge, or escarpment >15; = 2 for corners or edges 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. �c Aaict i15.70 SF e STUD MOUNT I .ItAlnt",!J,Nlk,�,-L� r_­—, MARK DISOSWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 386-754-5419 FLPE53915 t 0� 0O,^ i•4 f r:i This seal for structural engineering per scope of work (Fasteners only) SCOPE OF WORK (See equation) IS NOT: architecture, electric, or of sign and wall. 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction). PASTED IMAGES, DETAILS, DRAWINGS, AND I NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customer's request to help relate fastener engineering to the job. 41 ft, SIGN,INSTALLER 1. Verify (ft) (flush, raceway, or pin) (solid area or letters) Flush 2. Select fastener for wall structure. .. - ite'tersj: INSTRUCTIONS 3. Evenly space fasteners over whole sign area. . .::........ .:.. . ,.::_:: USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign may require more fasteners. Example: "I" may need 2 fasteners, 'J" - 3, "H" - 4, "VV - 5; and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner top and bottom. Follow fastener manufacturer's instructions and code requirements for installation. CALCULATION: Minimum Number of Fasteners ;he :. Evenly Spaced Over Whole Sign ... ..: ( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) Minimum Fasteners for Whole Sign Fastener Wall Structure Pull Fastener Installation (Use More if Sinn Needs It) 6 3/8" or 1/2" ThruBolt Structural Wall 11 3/8" or 1/2" ThruBolt Wood Sheathing 6 3/8" Lag Shield Concrete 21 3/8" Lag Shield Grout Filled CMU 7 1/4" Tapcon Concrete 50 1/4" Tapcon Grout Filled CMU 13 #12 Metal Screw 20ga CFS Frame 26 #12 Wood Screw 5/8" Plywood 7 Timber Screw Wood Framing 11 3/8" Toggle Bolt Hollow CMU 21 3/8" Toggle Bolt 5/8" plywood 21 1/4" Toggle Bolt 5/8" plywood 6 1/2"Sleeve Anchor Concrete 6 1/2"Sleeve Anchor Grout Filled CMU 21 3/8" Stud Epoxy Hollow CMU 200 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing 200 3/8" - 16 screw in hole, tap anchor flush. 50 3/8" - 16 screw in hole, tap anchor flush. 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. 21 1/4" Tapcon, min 1.25" embedment, protect from moisture. 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. 40 #12-14 wood screw or SMS into 5/8" OSB or plywood. 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 100 3/8" Toggler - Snaptoggle BC, toggle anchor - into hollow CMLJ 50 3/8" Toggler - Snaptoggle BC, toggle anchor - into 5/8" plywood 50 1/4" Toggler - Snaptoggle BB - into 5/8" plywood 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 50 3/8" the rod stud in HIT -SC 16x50 screen tube, in Hollow CML, Hilti epoxy HIT-HY-270, or equal. 21 3/8" Stud Epoxy Concrete 50 3/8" the rod stud in Concrete, Hilti epoxy HIT-HY-270, or equal. 2" embed. Stud Thru IStructural Wall 1 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking Stud Glued Solid Wall Mat'I 25 3/16" in -stud glued in solid wall mall LIQUID NAILS FUZE -IT LN-2000 IMPORTANT • Adhesives and toggles are strong but none have code approval for structural applications. Sign installer must test these connection strengths. Pull on fastener 2.5 * Allowable Tension. Use tripod, game scale, and hooks. 12'-2 1/2" L--- I --- 11- - - - - - - - -- I Ll I 1'-1 1/2" 40.88 SF Florida, FBC 7th Ed (2020), Sect 1609 ref ASCE 7-16 wind II, Normal hazard to human life; III, Substantial hazard to human life; IV, Risk Category Essential, emergency, critical Basic Wind Speed, Ultimate, mph, from ASCE 7-16, Fig 26.5-1A, Risk ll; or 150 : Wind Speed Fig.26.5-1B, Risk III & IV Wind Exposure; C, House size obstructions for > 600 ft; D, no obstructions C: Exposure S000' 3 Sign Height Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case. See Sign Area Gross Sign Area, ftZ, means the overall area surrounding and including all Table I sign letters and logos. WIND LOAD CALC: ASCE 7-16, Section 29.4.2, Solid Attached Signs Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall, < 3' from surface and > 3' from edge, equals wall wind pressure from ASCE 7-16, Section 30.4. See Table I Wind Force on Sign; F = PASp * Net Sign Area -41 psf JWind Pressure; PASp = Pult * 0.6 per ASCE 7-16 section 2.4.1 -68 psf JWind Pressure; P"„ = qh,,,,*GC ; C&C, ASCE 7-16, Eq 30.3-1 48 psf lVelocity Pressure; gh,,it= 0.00256*Kz*Kzt*Kd*V1jt; ASCE 7-16, Eq 26.10-1 0.98 Veloc Pres Expos Coeff; KZ 2.01*(H/900)A(2/9.5)ExpC, (700&11.5)ExpD; ASCE 7-16, Table 26.10-1 -1.4 Ext. Pressure Coeff; GC=-1.4(<60ft)-1.8(>60ft) Zone 5, 1 fe area, ASCE 7-16, Figure 30.3-1, 30.5-1 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE 7-16, Table 26.6-1 0 Int. Pressure Coeff; GC ; = 0, sign flat against wall, ASCE 7-16, Sec 29.3.2 1.0 Topographic Factor; Kzt = 1 for flat ground, no hill, ridge, or escarpment >1 5; = 2 for corners or edges 51 osf Siqn Weiqht; must be less than 5 pounds per sq.ft. net area. FLUSH MOUNT Wgftff �';. 4 4 4 4 4 4 Al n F.tener5 . . 100.'.'. .1W. .".100.'.' .'.'.6Y .' 'h Nxi Ara a•.' r..,.,... c .. .,. �` -. .' AREAS[liT. MARK DISOSWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 386-754-5419 FLPE53915 This seal for structural engineering per scope of work (Fasteners only) ERIN (See equation) IS NOT: architecture, electric, or of sign and wall. 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction). PASTED IMAGES, DETAILS, DRAWINGS, AND I NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customer's request to help relate fastener engineering to the job. 134 s ft 33 s ft 31 s ft 8 s ft 15 s ft 26 ft2 SIGN INSTALLER 1. Verify (ft') (flush, raceway, or pin) (solid area or letters) Flush Flush :Flush Flush :Flush Stud :: 2. Select fastener for wall structure. (Letters) (Letters) (.8oxj (Getters) '(Letters).: t etiersj: INSTRUCTIONS 3. Evenly space fasteners over whole sign area. USE MORE FASTENERS IF THE SIGN NEEDS IT! ONLY ATTACH TO STRUCTURAL WALL MATERIAL (UNO). Shape and strength of sign may require more fasteners. Example: "I" may need 2 fasteners, "J' - 3, "H" - 4, "W' - 5; and 1/8" thick plastic may need more fasteners to avoid bending. Follow sign manufacturer's instructions and code requirements for placement of fasteners. At least put one in each corner 1.5:top and bottom. Follow fastener manufacturer's instructions and code requirements for installation. f`a 1r co E V m CA `—" a � to E otS � Minimum Fasteners for Whole Sign Use More if Sign Needs It 12 5 7 12 4 12 10 13 12 4 12 5 7 12 4 22 19 26 12 8 12 6 8 12 4 53 45 1 61 12 18 14 12 16 12 5 28 24 32 12 10 12 6 8 12 4 12 10 13 12 4 22 19 26 12 8 22 19 26 12 8 12 5 7 12 4 12 5 7 12 4 22 19 26 12 8 6 22 CALCULATION: Minimum Number of Fasteners Evenly Spaced Over Whole Sign ( Fasteners = Wind Force on Whole Sign Area / Fastener Allowable Tension ) Fastener I Wall Structure I Pull Fastener Installation 3/8" or 1/2" ThruBolt Structural Wall 200 3/8" or 1/2" bolt, nut, washer thru wall; CMU, brick, concrete, 2x4 or unistrut backer 3/8" or 1/2" ThruBolt Wood Sheathing 100 3/8" or 1/2" bolt, nut, and washer thru 1/2" OSB or plywood sheathing 3/8" Lag Shield Concrete 200 3/8" - 16 screw in hole, tap anchor flush. 3/8" Lag Shield Grout Filled CMU 50 3/8" - 16 screw in hole, tap anchor flush. 1/4" Tapcon Concrete 171 1/4" Tapcon, min 1.5" embedment, protect from moisture. 1/4" Tapcon Grout Filled CMU 21 1/4" Tapcon, min 1.25" embedment, protect from moisture. #12 Metal Screw 20ga CFS Frame 83 #12-14 Self -drilling screws 3 threads thru 20ga steel frame. _ #12 Wood Screw 5/8" Plywood 40 #12-14 wood screw or SMS into 5/8" OSB or plywood. Timber Screw Wood Framing 170 FastenMaster TimberLOK, 1/4" thread wood screw 1.25" in wood 3/8" Toggle Bolt Hollow CMU 100 _ 3/8" Toggler - Snaptoggle BC, toggle anchor - into hollow CMU 3/8" Toggle Bolt 5/8" plywood 50 _ 3/8" Toggler - Snaptoggle BC, toggle anchor - into 5/8" plywood 1/4" Toggle Bolt 5/8" plywood 50 1/4" Toggler- Snaptoggle BB - into 5/8" plywood 1/2"Sleeve Anchor Concrete 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 1/2"Sleeve Anchor Grout Filled CMU 190 1/2" HILTI HLC-H or HLC-HX304SS3/8 Sleeve Anchor, 1.5" embed 3/8" Stud Glued Masonry or Concrete 50 3/8" the rod stud glued in Masonry or Concrete, Hilti HIT-HY-270, or equal. Stud Thru Structural Wall 100 3/16"pin-stud, nut, and washer thru structural wall or 2x4 blocking Stud Glued ISolid Wall Mat'I 25 _ 3/16"pin-stud glued in solid wall mat'I, LIQUID NAILS FUZE -IT, LN-2000 IMPORTANT - Adhesives and toggles are strong but none have code approval for structural applications. Sign installer must test these connection strengths. Per IBC 1704 pull on fastener 2.5 * Allowable Tension. Use tripod, game scale, and hooks. 10'-3" 4'-8" 21 L _ A INTERNALLY ILLUMINATED 174-44 SF 13'-0" 12 4 6 12 4 4 Mln Fastrn 1093 — 1165 180 367 5M W.- .- 11 33 11 13 ea s,f, 1 71. SO —1- . 34 15.'. 6 AREAS(3IT 2 SF MARK DISOSWAY, PE 163 SW Midtown PI, Ste 103 Lake City, Florida 32025 ref ASCE 7-16 Florida, FBC (2020)INV II, Normal hazard to human life; III, Substantial hazard to human life; IV, .� Il Risk Category Essential, emergency, critical m o , Basic Wind Speed, Ultimate, mph, from ASCE 7-16, Fig 26.5-1A, Risk II; or o 15U :: Wind Speed Fig.26.5-1 B, Risk III & IV I Wind Exposure; C, House size obstructions for > 600 ft; D, no obstructions > k T f. .® C Exposure 5000' Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 30 Sign Height� 60'. For multiple signs use worst case. 41 O N %qao� See Sign Area Gross Sign Area, ft', means the overall area surrounding and including all Table I sign letters and logos. WIND LOAD CALC: ASCE 7-16, Section 29.4.2, Solid Attached Signs 4/14/2021 Components & Cladding wind pressure on solid sign attached flat against wall or parallel to wall, < T from This seal for structural engineering per surface and > T from edge, equals wall wind pressure from ASCE 7-16, Section 30.4. scope of work (Fasteners only) See Table Wind Force on Sign; F = PASD * Net Sign Area SCOPE OF WORK -41 psf Wind Pressure; PASD = Pull * 0.6 per ASCE 7-16 section 2.4.1 ENGINEERING: Calculation of minimum -68 psf Wind Pressure; P"it = qh,"i,*GC ; C&C, ASCE 7-16, Eq 30.3-1 fasteners, ONLY. (See equation) 48 psf Velocity Pressure; qh,,i,= 0.00256*Kz*K2,*Kd*VZ,i,; ASCE 7-16, Eq 26.10-1 0.98 Veloc Pres Expos Coeff; K 2.01*(H/900)^(2/9.5)ExpC, (700&11.5)ExpD; ASCE 7-16, Table 26. 10-1 This seal IS NOT: architecture, electric, or -1.4 Ext. Pressure Coeff; GC=-1.4(<60ft)-1.8(>60ft) Zone 5, 1 ftz area, ASCE 7-16, Figure 30.3-1, 30.5-1 structure of sign and wall. 0.85 Wind Direction Factor; Kd = .85 for attached signs, ASCE 7-16, Table 26.6-1 By using this engineering sign installer, 0 Int. Pressure Coeff; GC ; = 0, sign flat against wall, ASCE 7-16, Sec 29.3.2 manufacturer, and owner agree to: 1.0 ITopographic Factor; Kzt = 1 for flat ground, no hill, ridge, or escarpment >15` = 2 for corners or edges 1. Select fastener from table based on wall 5 psf Sign Weight; must be less than 5 pounds per sq.ft. net area. structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table. 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, o cfl _ t risk, exp, topo), sign (size, area, location on r wall, max weight), wall (materials and N construction). 25.77 SQ- FT- INTERNALLY ILUMINATED STUD MOUNT PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. iV.3! # They were pasted in at customer's request lit to help fastener to the relate engineering job. ............................. �IorEda Sign ..Co . ... . Job # 210201 .WALL SIGN Flaton waaxlf:in12. thick g Wallmart #706 .. .'. 7639 Gall. Blvd Zpphyrhills: Fl . UNO valid for one sign each type at this location. Ai s.. Y ZONED: MI FUTURE LAN RESIDENTIAL MUNICAPALIT CITY OF ZE SfTE PLAN D NTS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES OMPL`l VVi i H PREVAILING ,kaDA 6UILDING CODE, ANAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHRLLS ORDINANCES' NOTE: THIS SHEET IS A COPY OF THE AVAILABLE AS -BUILT SITE PLAN FOR THIS PROJECT. THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ON THE ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT MADE MODIFICATION TO THIS SHEET OR INFORMATION BEYOND THE AREA OF PROPOSED WORK AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. O O O 0 CD Cz) 0 O � r� J r z w U, F- ° o a N ISSUE BLOCK CHECKED BY: Y ZONED: MI FUTURE LAN RESIDENTIAL MUNICAPALIT CITY OF ZE SfTE PLAN D NTS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES OMPL`l VVi i H PREVAILING ,kaDA 6UILDING CODE, ANAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHRLLS ORDINANCES' NOTE: THIS SHEET IS A COPY OF THE AVAILABLE AS -BUILT SITE PLAN FOR THIS PROJECT. THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ON THE ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT MADE MODIFICATION TO THIS SHEET OR INFORMATION BEYOND THE AREA OF PROPOSED WORK AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. O O O 0 CD Cz) 0 O � r� J r z w U, F- ° o a N ISSUE BLOCK CHECKED BY: ZONED: MI FUTURE LAN RESIDENTIAL MUNICAPALIT CITY OF ZE SfTE PLAN D NTS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES OMPL`l VVi i H PREVAILING ,kaDA 6UILDING CODE, ANAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHRLLS ORDINANCES' NOTE: THIS SHEET IS A COPY OF THE AVAILABLE AS -BUILT SITE PLAN FOR THIS PROJECT. THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ON THE ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT MADE MODIFICATION TO THIS SHEET OR INFORMATION BEYOND THE AREA OF PROPOSED WORK AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. O O O 0 CD Cz) 0 O � r� J r z w U, F- ° o a N ISSUE BLOCK CHECKED BY: DRAWN BY. TAP PROTO: 192 SC PROTO CYCLE: 122013 DOCUMENT DATE: 01/30/14 NOT FOR CONSTRUCTION OWNER PROVIDED INFORMATION ONLY SITE PLAN SHEET: SP1 PAINT CABINET DURANODIC BRONZE YELLOW SPARK, COLOR PMS 1235C WHITE LETTERS FLEX FACE, COLOR TO MATCH P76U BLUE REPLACE FACE ON EXISTING SIGN CABINET BY SIGN CONTRACTOR PAINT EXISTING SIGN SUPPORT DURANODIC P134E BRONZE REF TABLE FOR CUSTOM COLOR BY SIGN CONTRACTOR EXISTING PYLON SIGN SUPPORT SIGN CONTRACTORS RESPONSIBLE FOR ENSURING ALL PERMITS ARE SUBMITTED AND PULLED ONCE APPROVED PYLON SIGN VESTIBULE RIGHT ELEVATION � VESTIBULE LEFT ELEVATION 3n6'=T-0^ J H G F O D C Q A 8 t l4 Az CAP 41� E CAP GC TO PROVIDE GRAY PLASTIC CAP CAP METAL HOOD P76U C I �, I P134E SLATS TO MATCH PAINTATALL P134E P734E 1 P734E 734E P162E P134E CHAIN LINK FENCES P734E P134E I' I I _ I I w Zt�CHAIN LINK FENCE _ _ — P735J P736E SHOWN DASHED -- P76U / P734E P135 P735 Pia4E. P162E 3 6 LEFT ELEVATION 15 14 13 12 11 GC TO PROVIDE GRAY 1 O 9 8O 7 PLASTIC SLATS TO MATCH PAINT AT ALL A P734E 13 E CHAIN LINK FENCES CAP CAP CAP 07 4� v P135E 3. P1 REAR ELEVATION ' c.F 1„= 20,-0" �\ CAP i CAP GARDEN CEN- SHOWN WITH FOR CLARITY 3 MUM I tLtVH I IUN 1"= 20•-0" 1 AT ALL LIT SIGNS GC TO /� T COORDINATE WITH SIGNf( 4 \3MANUFACTURER FOR SITE ,YI } \YJ WIRING CONDITION: REF TO 2T 0" DETAILS ON A2.2 CAP P134E PICKUP SIGN TO 8E TEMPORARILY CAP 1 P134E - 20'-0" CAP OVED AND REINSTALLED BY CAP P734E P76U P76U FCAP GC P134E 3 2q.U, EO EO S TENANT SIGN, ETR NEW SIGN CENTER IN£� EIFS FIELD REF 7 ' , tL RESURFACE AREA AFFECTED BY NEW SIGNAGE (fYP) REF 17-A2.1 Pt35 P76 P162E 76U P135E 1 P134E P135E AND SPEC1 FRONT ELEVATION 20•-0" -- r �n oon�nn� r_onv e� nenr 1 a6•-s' -s•• ice, EO EO EO EO CAP CAP NEW SIGN CENTER IN P49E :NEW SIGNu 1 P49E P49E 7 p76U JLNEFSWFIENEMP6UEIFS FIELD REF 4 - A2.1REF 1 -A2.1 7 SOFFIT AND RETURN RESURFACE AREA AFFECTED RESURFACE AREA AFFECTED BY NEW SIG NAGE (TYP) REF 17 - A2.1 3 BY NEW SIGNAGE (TYP) REF 17 - A2.1 AND SPECS AND SPECS "ION OF AT NEW KEYNOTES 7.04 METAL FASCIA COVER 7A6 WATER DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM 1 -N+2.1 ENLARGED ELEVATION TYP 14 NEW SIGN 15 P134E REF 6 - A2.1 NEW SIGN NEW SIGN UNDER SEPARATE PERMIT EO EO REFS-A2.1 REFS-A2.1 _-DER NEW SIGN REF 2 - A2.1 DO NOT PAINT GLAZED C N PYSTRUCTURES T I GARDEN CENTER FENCING SHOWN WITH DASHED LINE FOR CLARITY ISSUE BLOCK 1 ADD1 jolj2mi 3 ADD3 02(26/21 CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: D925/20 DOCUMENT DATE: 11/0620 j. i NOT FOR CONSTRUCTION SHEET: A2 SIGNAGE FOR REFERENCE ONLY _--------- _.__-_--_.--- _-.-__....__ ______-.. WOOD_ SIGNAGE WILL BE SUBMITTED UNDER SEPARATE PERMIT FOR TERMINATION BAR AT BACK OF PARAPET, RIREF --- CONTINUOUS TOOLED SEALANT BETWEEN PARAPET COPING AT JOINT - SUB FLASHING METAL FASCIA COVER - BENEATH CAP FLASHING, FULLY ADHERED - EIFS / Y� -. 3/4" BACKER ROD AND CONTINUOUS -, SEALANT MOUNTING HOLE PATTERNS FOR NON -ILLUMINATED SIGN INSTALLATION I { PROVIDED BY WALMART f- PLASTIC MOUNT FOR ALL - THREAD STUD TYP BY WALMART -- INSTALL 118" DIA ALL -THREAD STUDS INTO PLASTIC 20 PARAPET STEP - MOUNTSPRIORTO SIGN \7 INSTALLAT ION NP--------- NTS 318" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL -THREAD STUD WITH N ADHESIVE SEALANT PRIOR w TO WALL ATTACHMENT { ----^) TYp ( _ PLASTIC NON -ILLUMINATED CHANNELLETTER A2.1 ( � "ADHESIVE SEALANT" IS TO BE PRODUCT LN 950 BY 1 v ( LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, _ i MEETING ASTM D3498 AND _ I C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM ! OVERLAP NEW SHEAR STRENGTH OF 250 MEMBRANEOVER I PSI EXISTING 6" MIN STEEL CLII REF STRU METAL STI REF STRUT 1 12" WAT EIFS ON 51 PLYWOOD { FF EL WALL SECTION 9 2.-0.. N� 4.12 SF TYP RIND SPLIT FACE CMU MOOTH FOR CLIP NGLEATTACHMENTS MSTING 8" CMU EXISTING SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE LOCATION QTY UGHTED COLOR SIZE INDIVIDUALAREA � TOTAL I FRONT SIGNAGE WALMART' 1 I_ LED WHITE/YELLOW 6-6.18'-0" 1 298.001 SF 1_298.00 HOME & PHARMACY 1 NO WHITE 2' 11" 61.85 SF 61.85 MARKET_-- 1 NO WHITE 2'-0" 17.97 SF 17.97 OUTDOOR UVING 1 NO WHITE 2'-0" 49. 47 SF 49.47 ' PICKUP , LED YELLOWANHITE 2'-6" 66.76 SF 66.76 TOTAL FRONT SIGNAGE 5 54750 EXISTING CMU *S115- N ATTACHMENT AT CMU WALL NEW SIGNAGE SCHEDULE (FOR REFERENCE ONLY) SIGNAGE GENERAL NOTES SIGNAGE LOCATION QTY TYPE UGHTED COLOR SIZE INDIVIDUAL AREA2. TOTAL AREA 1 1. SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BY GC. ALL EXISTING WALMART EXTERIOR SIGNAGE IS TO REMAIN IN PLACE ON THE BUILDING UNTIL THE EXTERIOR SIGN COMPANY IS ONSITE. THE EXTERIOR SIGN COMPANY WILL REMOVE EXISTING SIGNAGE. GENERAL CONTRACTOR WILL THEN PERFORM THE PATCH AND REPAIR WORK NEEDED AT SIGN LOCATIONS, AND PAINTING WORK NOTED IN PLANS. ONCE COMPLETE, GENERAL CONTRACTOR WILL NOTIFY THE EXTERIOR SIGN CONTRACTOR THAT AREAS NOTED TO RECEIVE SIGANGE ARE READY, THE EXTERIOR SIGN COMPANY WILL THEN INSTALL NEW SIGNAGE AS SHOWN ON THE PLANS. A. A TEMPORARY BANNER WILL BE INSTALLED PRIOR TO REMOVAL OF EXISTING EXTERIOR SIGNAGE. BANNER WILL REMAIN IN PLACE UNTIL ALL MODIFICATIONS AND/OR REPAIRS HAVE BEEN COMPLETED AND NEW SIGNAGE IS INSTALLED. B. TEMPORARY BANNER WILL BE APPROXIMATELY 125 SF (5'X25). C. EXTERIOR SIGN WORK NEEDS TO BE SCHEDULED, COORDINATED, AND COMPLETED DURING WEEK 6 OF THE CONSTRUCTION SCHEDULE. 3. GENERAL CONTRACTOR RESPONSIBILITIES A. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING SIGNCONSTRUCTION WHERE (S ) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION. B. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO DETAILS ON SHEET A2.1. FOR LIGHTED ID/LOGO SIGNS. C. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW'WalmarC and "spark" E STING 8 XES FROM'WAL MART" SIGNAGE MAY BE REUSED FRONT SIGNAGE , WALMART' NEW LED WHITE/YELLOW 10'-3"/Z'b" 174.44 SF 174.44 SF _ _ ' I U _ _1 1 EXISTING LED YELLOWNVHITE 2'fi" SF f ] S _ 3 H M & CY _ 1 NEW _ NO WHRE 2'-0" 3 60.74 SF 60.74 SF GR C R 1_ NEW _ NO WHITE 2'-0" 6. SF 6. F _ OUTDOOR 1 _ NEW NO WHITE 2'-0" 20.50 SFZ SF _ AUTOMOTIVE > 1 NO WHITE 1'-6" 12 71 SF 1 ]1 WINE & SPIRITS _ 1 _ _N NEW LED WHITE 1 -6' _ 25.77 SF 25.77 SF ' HEALTH _ 1 NEW LED YELLOWIWHITE _ 29.65 SF 29.65 SF MULTI SERVICES 1 NO GREY 6'-7'k4' 8' 30.72 SF TOTAL FRONT SIGNAGE 9 447.56 SF _ AUTOMOTIVE SIGNAGE _ AUTOMOTIVE 1 NO 15.70 SF 15.70 T 1' S NUMERALS 1 2 3, 4 4 _ NEW NO WHITE 2'-6" 4.12 SF 16.48 S TOTAL AUTO CENTER SIGNAGE 5 32-18 -�- � -- -- SF TOTAL BUILDING SIGNAGE 479.74 SF CONTINUOUS NON -CURING SEALANT - FASTENER THROUGH 9/32'k08" SLOT @ 12" OC MIN RECOMMENDED FASTENER METAL FASCIA #12xl-12" HOT DIPPED GALV SCREWS COVER IN W/ RUBBER SEAL WASHER 12'-O" LENGTHS 5/8" EXTERIOR CONTINUOUS GYP SHEATHING 2x TREATED SLOPE 1/4^ pER ,'-0" -- EXTEND MEMBRANE BELOW NAILER ----� NAILER AND SECURE CONTINUOUS GALVANIZED FORM RAIL CHAMFER EDGE 118" i ! WATERPROOFING - L _ ! MEMBRANE FULLY ADHERED METAL STUDS, REF EXTEND MEMBRANE STRUC BELOW BLOCKING AND SECURE .._ - - - -- - - - .._ 5/8" EXTERIOR i 1-1/2" WATER / GYP SHEATHING DRAINAGE EIFS ON 5/8"� ' EXTERIOR PLYWOOD SHEATHING PARAPET CAP FLASHING1 PRIOR TO PERFORMING THIS 1 wuKrt, vcrcir eva irv� SUBSTRATE MATERIAL, IF REFER TO SIGNAGE EXISTING SUBSTRATE IS CMU GENERAL OR PLYWOOD (5/8" OR NOTES FOR ADDITIONAL THICKER), SUBSTRATE REQUIREMENTS REPLACEMENT IS NOT RE.13 j MOUNTING HOLE PATTERNS FOR NOWLLUMINATED SIGN -- INSTALLATION - SIG NAG . ( ) BO « D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO TENANT SIGNAGE LOCATION SHOWN. REFER TO ELECTRICAL. E. INSTALL ACCESS DOORS AND FRAMES IN GYPSUM BOARD CEILINGS IF REQUIRED BY RELOCATION OF EXISTING TENANT SIGNAGE. F. VERIFY VOLTAGE AT CIRCUITS FEEDING UGHTED SIGNAGE. REFER TO ELECTRICAL G. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE H. REMOVE ALL LIT ID/LOGO SIGNS AND UNUT EXTERIOR STUD MOUNTED BUILDING SIGNS. UNLESS NOTED OTHERWISE. I. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS PER SPECIFICATIONS SECTION 07900. J. INSTALL SIGNAGE PER DETAIL 5. REMOVE EXISTING EIFS PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE 6"PAST AREA OF MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD SHEATHING REMOVAL OR THICKER) SUBSTRATE REPLACEMENT IS NOT REQ'D PLYWOOD LENGTH PER SIGN SIZE �O__ EXISTING METAL STUDS (BEYOND) - REMOVE EXISTING J 6' (TO NEXT AVAILABLE STUD) 6" - SHEATHING IN SIGN io _ MOUNTING AREA (TO NEXT AVAILABLE STUD) Ox AND REPLACE WITH = N 5/8" EXTERIOR GRADE rn FIRE -TREATED PLYWOOD = - �y INSTALL NEW EIFS WHERE ` a 1 EXISTING EIFS WAS a REMOVED - ENSURE FINISH COAT IS FLUSH WITH ADJACENT RESURFACED EXISTING EIFS RESURFACE EXISTING EIFS TO EXTENTS SHOWN ON BUILDING ELEVATIONS TO ENSURE CONSISTENT ,2 FINISH TEXTURE, REF EIFS SPECIFICATION SUBSTRATE AT NEW SIGNAGE WATERPROOF FULLY PLASTIC MOUNT FOR - ADHERED MEMBRANE -- ALL -THREAD STUD, TYP - 518" EXTERIOR GYP SHEATHING - .._.....- TERMINATION BAR INSTALL 1/8" DIA - CONTINUOUS _ ALL -THREAD STUDS III SEALANT ----- INTO PLASTIC OUNT NP 114"SPACER BETWEEN WATERPROOFING MEMBRANE WRAP AROUND CORNER - _- - -- FACE OF BUILDING BEHIND EIFS --- 3/4' BACKER ROD AND 3 FINISH AND CHANNEL CONTINUOUS m LETTER w 5/8" EXTERIOR - SEALANT __-__ PLYWOOD 3/8" DIA HOLE FILLED j -- SHEATHING 1 12" WATER WITH ADHESIVE DRAINAGE EIFS ON _ SEALANT, METAL STUDS - 5/8" EXTERIOR WATER PLYWOOD SHEATHING PLASTIC NON -ILLUMINATED DRAINAGE EIFS UNO CHANNEL LETTER METAL STUD PARAPET CORNER DETAIL -- "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR 1 1/2" WATER ! POLYURETHANE DRAINAGE EIFS ON CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR - EXISTING FRAMING 5/8"EXTERIOR PLYWOOD SHEATHING UNO _-- WOOD-_ / APPLICATION, WEATHER RESISTANT, LOW VOC, WITH - METAL STUD MINIMUM A MINIMUM SHEAR STRENGTH - - REF STRUC -- OF PSI ! - -�_ SIGN ATTACHMENT AT EIFS REF MFR X� AND METAL STUD WALL BACKER ROD AND 3l4" 12 ---- - -- - - _ CONTINUOUS SEALANT CO - _ 7 12" _ 1'-0" 4_8„ 1 T NOUSED 1312' r O EIFS DETAIL EXISTING CMU WALL METAL STUDS WITH CLIP ANGLE, REF STRUC 12 A2.2 A2.1 ,3-0 19 10' 'oHealo - + SF _ 3072 SF 2577 SQ. FT. INTERNALLY '-�- INTERNALLY ILLUMINATED �T ILUMINATED _ 15.70 6E 1'-6" WINE SPIRITS SIGNAGE! I _ _--- n. 1 -611 AUTOMOTIVE (9)Z-01' HEALTH SIGNAGE $ WALL MOUNTED MULTI -SERVICE SIGN 7 WITH SPARK___ EXTERIOR 1 0 114 1 0 1/4' - i'-0' 12"- V-0' 9- _- _ _--- - DETAILS AND 12 \ 12 79 i9 A2.1� SIGNAGE .1 9'A 3B" 22'-5 118" 10' - 3" <q L -- t lmart - - - - - - - - - - - - - 3\ INTERNALLY ILLUMINATED 174.44 SF ._` �T*4 motomo> rocer cl� 9� to 1271 SF 26_27 5 6074 SF 20.50 SF 6 2'-6" AUTOMOTIVE NUMERALS 5 14-6" AUTOMOTIVE �2'-0" GROCERY �2'-0" HOME & PHARMACY 2 2'-0" OUTDOOR 1 140'.3" WALMART SIGN _ r7A2.1 -I T I- - w �ao4G i�` Jff�Eo$o 3o8SoWmflnUR % D O CJJ 0 0 tL v/=N J126 o 'o J>� = uJ a N Z � 8 F4 W ^=^moo Gig w N" r K w ISSUE BLOCK 1 IAD01 0127/21 3 ADD3 10226/21 I _ I i CHECKED BY: RD DRAWN BY: ML PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/0620 NOT FOR CONSTRUCTION