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HomeMy WebLinkAboutFOUNDATION PLANS - 23-00141 -GENERAL NOTES:1.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY UTILITIES THAT MAYBE ENCOUNTERED PRIOR TO EXCAVATION.2.THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE OF WORKSIMILAR TO THAT DESCRIBED ON THESE DRAWINGS. BY ACCEPTANCE OF THISPROJECT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENTEXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BEPERFORMED AND THAT HE IS PROPERLY LICENSED TO DO THIS WORK IN THEJURISDICTION IN WHICH THE WORK IS TO BE PERFORMED.3.SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THESPECIAL INSPECTION TABLES ON THIS SHEET.GEOTECHNICAL AND SOIL NOTES:1.THIS FOUNDATION DESIGN WAS BASED ON THE “ANNEX F: PRESUMPTIVE SOILPARAMETERS” OF THE TIA-H STANDARD AS FOLLOWS:A.NOMINAL ULTIMATE NET BEARING STRENGTH = 4000 PSFB.ANGLE OF INTERNAL FRICTION = 30°C.EFFECTIVE UNIT WEIGHT OF SOIL = 100 PCFD.GROUNDWATER BELOW THE FOUNDATION2.THE MATERIAL BELOW THE FOUNDATION SHALL BE VERIFIED BY AGEOTECHNICAL ENGINEER TO ACHIEVE ADEQUATE DESIGN CAPACITY. IF THESOIL CONDITIONS DO NOT MEET THE PRESUMPTIVE SOIL PARAMETERS, PAULJ. FORD AND COMPANY SHALL BE CONTACTED IMMEDIATELY TO DETERMINETHE SIGNIFICANCE IN DEVIATION.3.BACKFILL FOUNDATION EXCAVATIONS AFTER THE CONCRETE IS SET. BACKFILLMUST BE COMPACTED TO ATTAIN A UNIT WEIGHT OF AT LEAST 100 POUNDSPER CUBIC FOOT. NO FROZEN MATERIAL, LARGE ROCKS, OR ORGANICMATERIAL IS TO BE USED FOR BACKFILL. IF EXCAVATED MATERIAL IS NOTSUITABLE TO ACHIEVE THIS, THEN ENGINEERED FILL MUST BE USED.CONCRETE NOTES:1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE “BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE” ACI 318 (LATEST EDITION) AND“SPECIFICATIONS FOR STRUCTURAL CONCRETE” ACI 301 (LATEST EDITION).2.CONCRETE SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:A.28 DAY COMPRESSIVE STRENGTH: 4500 PSI (MINIMUM)B.WATER CEMENT RATIO: 0.45 (MAXIMUM). CEMENT SHALL CONFORM TOASTM C150. WATER SHALL BE CLEAN AND FREE FROM OILS, ACIDS,ALKALIS, AND ORGANIC MATERIALS. NO ADDITIONAL WATER SHALL BEADDED TO THE CONCRETE AT THE JOB SITE.C.DENSITY: 150 PCF (MINIMUM)D.MAX COARSE AGGREGATE SIZE SHALL BE 1”E.AIR ENTRAINMENT: 6% ± 1.5%F.CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMPOF NOT MORE THAN 4” ± 1” OR 8” ± 1” FOR CONCRETE WITH VERIFIEDSLUMP OF 2” TO 4” BEFORE ADDING HIGH-RANGE WATER-REDUCINGADMIXTURE OR PLASTICIZING ADMIXTURE.G.FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 SHALL NOTEXCEED 25% OF CEMENTITIOUS MATERIALS BY WEIGHT.H.ADMIXTURES SHALL NOT CONTAIN CHLORIDE IONS UNLESS APPROVED BYTHE ENGINEER OF RECORD.3.WATER SHALL BE REMOVED FROM OPEN EXCAVATION PRIOR TO CONCRETEPLACEMENT. WATER MUST NOT BE ALLOWED TO WASH THE CEMENT FROMTHE AGGREGATE.4. C O N T R A C T O R S H A L L V E R I F Y L O C A T I O N S O F A L L O P E N I N G S , S L E E V E S , A N C H O R R O D S , I N S E R T S , E T C . , A S R E Q U I R E D B E F O R E C O N C R E T E I S P L A C E D . 5. C O N C R E T E S H A L L B E P O U R E D M O N O L I T H I C A L L Y , E X C E P T F O R R E Q U I R E D C O N S T R U C T I O N J O I N T S . C O N T R A C T O R S H A L L S U B M I T P R O P O S E D C O N S T R U C T I O N J O I N T L O C A T I O N S A N D D E T A I L S T O T H E E O R F O R R E V I E W . 6. C O N C R E T E S H A L L B E P L A C E D W I T H I N 2 4 H O U R S O F E X C A V A T I O N I N S P E C T I O N S . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P R O T E C T I N G E X P O S E D E X C A V A T I O N S P R I O R T O C O N C R E T E P L A C E M E N T . 7. T H E T O P O F T H E C O N C R E T E S H A L L B E S L O P E D ( A P P R O X I M A T E L Y 1 / 8 ” P E R F O O T ) T O D R A I N . T H E E X P O S E D E D G E S O F C O N C R E T E S H A L L B E C H A M F E R E D 3 / 4 ” B Y 3 / 4 ” M I N I M U M . 8. H O T W E A T H E R C O N C R E T E P L A C E M E N T S H A L L C O M P L Y W I T H A C I 3 0 5 R . C O L D W E A T H E R C O N C R E T E P L A C E M E N T S H A L L C O M P L Y W I T H A C I 3 0 6 . 1 . 9. A L L C O N C R E T E S H A L L B E C O N S O L I D A T E D B Y M E C H A N I C A L V I B R A T I O N E Q U I P M E N T . V I B R A T O R S S H A L L N O T B E U S E D T O T R A N S P O R T C O N C R E T E . 10. T H E C O N T R A C T O R S H A L L A S S I S T T E S T I N G A G E N C Y I N M A K I N G A M I N I M U M O F ( 2 ) T E S T C Y L I N D E R S P E R T E S T . C O N C R E T E T E S T S S H A L L B E C O N D U C T E D F R O M A M I N I M U M O F ( 5 ) R A N D O M L Y S E L E C T E D T R U C K L O A D S P E R D A Y . I F F E W E R T H A N ( 5 ) T R U C K L O A D S O F C O N C R E T E A R E U S E D , A T E S T S H A L L B E C O N D U C T E D F R O M E A C H T R U C K L O A D . T E S T I N G A G E N C Y S H A L L P E R F O R M S T R E N G T H T E S T S I N A C C O R D A N C E W I T H A C I 3 1 8 . CON C R E T E R E I N F O R C I N G S T E E L N O T E S : 1. A L L R E I N F O R C I N G S T E E L S H A L L C O N F O R M T O A S T M A 6 1 5 G R A D E 6 0 , U N O . 2. M I N I M U M C O N C R E T E C O V E R F O R R E I N F O R C E M E N T S H A L L B E 3 I N C H E S , U N O . 3. P R O V I D E C L A S S “ B ” T E N S I O N L A P S P L I C E O R F U L L M E C H A N I C A L S P L I C E I N A C C O R D A N C E W I T H A C I 3 1 8 ( L A T E S T E D I T I O N ) F O R V E R T I C A L P I E R A N D H O R I Z O N T A L M A T R E I N F O R C I N G S T E E L . 4. R E I N F O R C I N G S T E E L S H A L L B E D E T A I L E D , F A B R I C A T E D , B E N T A N D P L A C E D I N A C C O R D A N C E W I T H T H E C R S I M A N U A L O F S T A N D A R D P R A C T I C E A N D A C I 3 1 5 ( L A T E S T E D I T I O N ) . 5. C O N T R A C T O R S H A L L P R O V I D E S P A C E R S , C H A I R S , B O L S T E R S , E T C . , N E C E S S A R Y T O S U P P O R T R E I N F O R C I N G S T E E L . C H A I R S W H I C H B E A R O N E X P O S E D C O N C R E T E S U R F A C E S S H A L L H A V E E N D S W H I C H A R E P L A S T I C T I P P E D O R S T A I N L E S S S T E E L . 6. W E L D I N G O F R E I N F O R C I N G A N D E M B E D M E N T S I S P R O H I B I T E D . GEN E R A L F O U N D A T I O N N O T E S : 1. T H E F O U N D A T I O N D E S I G N H A S B E E N D E V E L O P E D I N A C C O R D A N C E W I T H G E N E R A L L Y A C C E P T E D P R O F E S S I O N A L E N G I N E E R I N G P R I N C I P L E S A N D P R A C T I C E S . 2. W O R K S H A L L B E I N A C C O R D A N C E W I T H L O C A L C O D E S A N D S A F E T Y R E G U L A T I O N S . T H E F O U N D A T I O N C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R C O N T A C T I N G T H E L O C A L B U I L D I N G O F F I C I A L S F O R A N Y I N S P E C T I O N S T H A T M A Y B E R E Q U I R E D . S - 1 P R O J E C T N o : D R A W N B Y : D E S I G N E D B Y : C H E C K E D B Y : D A T E : S M S J M F T A N 6 0 3 2 1 - 0 0 0 2 . 0 0 2 . 8 6 0 0 3 / 1 4 / 2 0 2 2 60321-0002.002 FND (SPREAD FOOTING).DWG © C o p y r i g h t 2 0 2 2 , b y P a u l J . F o r d a n d C o m p a n y , A l l R i g h t s R e s e r v e d . T h i s d o c u m e n t a n d t h e d a t a c o n t a i n e d h e r e i n , i s p r o p r i e t a r y t o P a u l J . F o r d a n d C o m p a n y , i s s u e d i n s t r i c t c o n f i d e n c e a n d s h a l l n o t , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f P a u l J . F o r d a n d C o m p a n y , b e r e p r o d u c e d , c o p i e d o r u s e d f o r a n y p u r p o s e o t h e r t h a n t h e i n t e n d e d u s e f o r t h i s s p e c i f i c p r o j e c t . FOUNDATION FOR STRAIGHT TOWERS 250 E Broad St, Ste 600 · Columbus, OH 43215 Phone 614.221.6679 www.pauljford.com R E V D A T E D E S C R I P T I O N F O U N D A T I O N N O T E S T A B L E 1 7 0 5 . 3 R E Q U I R E D S P E C I A L I N S P E C T I O N S A N D T E S T S O F C O N C R E T E C O N S T R U C T I O N T Y P E C O N T I N U O U S S P E C I A L I N S P E C T I O N P E R I O D I C S P E C I A L I N S P E C T I O N R E F E R E N C E D S T A N D A R D I B C R E F E R E N C E 1 . I N S P E C T R E I N F O R C E M E N T A N D V E R I F Y P L A C E M E N T - X A C I 3 1 8 C H . 2 0 , 2 5 . 2 , 2 5 . 3 , 2 6 . 6 . 1 - 2 6 . 6 . 3 1 9 0 8 . 4 2 . I N S P E C T A N C H O R S C A S T I N C O N C R E T E - X A C I 3 1 8 : 1 7 . 8 . 2 - 3 . I N S P E C T A N C H O R S P O S T - I N S T A L L E D I N H A R D E N E D C O N C R E T E M E M B E R S . a . A D H E S I V E A N C H O R S I N S T A L L E D I N H O R I Z O N T A L L Y O R U P W A R D L Y I N C L I N E D O R I E N T A T I O N S T O R E S I S T S U S T A I N E D T E N S I O N L O A D S . b . M E C H A N I C A L A N C H O R S A N D A D H E S I V E A N C H O R S N O T D E F I N E D I N 3 . a . - - A C I 3 1 8 : 1 7 . 8 . 2 . 4 A C I 3 1 8 : 1 7 . 8 . 2 - 4 . V E R I F Y U S E O F R E Q U I R E D D E S I G N M I X - X A C I 3 1 8 : C H . 1 9 , 2 6 . 4 . 3 , 2 6 . 4 . 4 1 9 0 4 . 1 , 1 9 0 4 . 2 , 1 9 0 8 . 2 , 1 9 0 8 . 3 5 . P R I O R T O C O N C R E T E P L A C E M E N T , F A B R I C A T E S P E C I M E N S F O R S T R E N G T H T E S T S , P E R F O R M S L U M P A N D A I R C O N T E N T T E S T S , A N D D E T E R M I N E T H E T E M P E R A T U R E O F T H E C O N C R E T E . X - A S T M C 1 7 2 A S T M C 3 1 A C I 3 1 8 : 2 6 . 5 , 2 6 . 1 2 1 9 0 8 . 1 0 6 . I N S P E C T C O N C R E T E P L A C E M E N T F O R P R O P E R A P P L I C A T I O N T E C H N I Q U E S . X - A C I 3 1 8 : 2 6 . 5 1 9 0 8 . 6 , 1 9 0 8 . 7 , 1 9 0 8 . 8 7 . V E R I F Y M A I N T E N A N C E O F S P E C I F I E D C U R I N G T E M P E R A T U R E A N D T E C H N I Q U E S . - X A C I 3 1 8 : 2 6 . 5 . 3 - 2 6 . 5 . 5 1 9 0 8 . 9 8 . I N S P E C T F O R M W O R K F O R S H A P E , L O C A T I O N A N D D I M E N S I O N S O F T H E C O N C R E T E M E M B E R B E I N G F O R M E D - X A C I 3 1 8 : 2 6 . 1 1 . 1 . 2 ( b ) - T A B L E 1 7 0 5 . 6 R E Q U I R E D S P E C I A L I N S P E C T I O N S A N D T E S T S O F S O I L S T Y P E C O N T I N U O U S S P E C I A L I N S P E C T I O N P E R I O D I C S P E C I A L I N S P E C T I O N 1 . V E R I F Y M A T E R I A L S B E L O W S H A L L O W F O U N D A T I O N S A R E A D E Q U A T E T O A C H I E V E T H E D E S I G N B E A R I N G C A P A C I T Y - X 2 . V E R I F Y E X C A V A T I O N S A R E E X T E N D E D T O P R O P E R D E P T H A N D H A V E R E A C H E D P R O P E R M A T E R I A L - X 3 . P E R F O R M C L A S S I F I C A T I O N A N D T E S T I N G O F C O M P A C T E D F I L L M A T E R I A L S - X 4 . V E R I F Y U S E O F P R O P E R M A T E R I A L S , D E N S I T I E S A N D L I F T T H I C K N E S S E S D U R I N G P L A C E M E N T A N D C O M P A C T I O N O F C O M P A C T E D F I L L X - 5 . P R I O R T O P L A C E M E N T O F C O M P A C T E D F I L L , I N S P E C T S U B G R A D E A N D V E R I F Y T H A T S I T E H A S B E E N P R E P A R E D P R O P E R L Y - X 2" BOTTOMPROJECTION MIN EMBEDMENT TOPPROJECTION TO W E R L E G H E A V Y H E X N U T ( T Y P ) A F T E R L E V E L I N G N U T I S S E C U R E D A N D T O P N U T H A S B E E N T I G H T E N E D T O T H E S N U G T I G H T C O N D I T I O N , T H E A D D I T I O N A L 1 / 3 T U R N O F N U T S H A L L B E A P P L I E D W A S H E R T O P B A S E P L A T E T O P O F F O U N D A T I O N H E A V Y H E X L E V E L I N G N U T , T I G H T E N T O T H E S N U G T I G H T C O N D I T I O N ( T Y P ) A N C H O R R O D S ( S E E C H A R T ) ANCHOR RODDIAMETER MAX1'-0" GALVANIZEDLENGTH 1 / 4 " T E M P L A T E ( M I N ) W / H E A V Y H E X N U T S A B O V E A N D B E L O W 6"TOTAL LENGTH W A S H E R B O T T O M A N C H O R R O D D E T A I L A N C H O R R O D S T O W E R A N C H O R R O D ( Q T Y ) D I A M E T E R ( P E R L E G ) T O T A L L E N G T H M I N E M B E D M E N T T O P P R O J E C T I O N STRAIGHT SELF SUPPORT TOWERS 1 0 0 ' ( 4 ) 1 " ø 3 ' - 1 1 " 3 ' - 3 " 0 ' - 6 " 9 0 ' ( 4 ) 1 " ø 3 ' - 1 1 " 3 ' - 3 " 0 ' - 6 " 8 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 7 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 6 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 5 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 4 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 3 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 2 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " 1 0 ' ( 4 ) 5 / 8 " ø 3 ' - 5 " 2 ' - 1 1 " 0 ' - 4 " S - 2 P R O J E C T N o : D R A W N B Y : D E S I G N E D B Y : C H E C K E D B Y : D A T E : S M S J M F T A N 6 0 3 2 1 - 0 0 0 2 . 0 0 2 . 8 6 0 0 3 / 1 4 / 2 0 2 2 60321-0002.002 FND (SPREAD FOOTING).DWG © C o p y r i g h t 2 0 2 2 , b y P a u l J . F o r d a n d C o m p a n y , A l l R i g h t s R e s e r v e d . T h i s d o c u m e n t a n d t h e d a t a c o n t a i n e d h e r e i n , i s p r o p r i e t a r y t o P a u l J . F o r d a n d C o m p a n y , i s s u e d i n s t r i c t c o n f i d e n c e a n d s h a l l n o t , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f P a u l J . F o r d a n d C o m p a n y , b e r e p r o d u c e d , c o p i e d o r u s e d f o r a n y p u r p o s e o t h e r t h a n t h e i n t e n d e d u s e f o r t h i s s p e c i f i c p r o j e c t . FOUNDATION FOR STRAIGHT TOWERS 250 E Broad St, Ste 600 · Columbus, OH 43215 Phone 614.221.6679 www.pauljford.com R E V D A T E D E S C R I P T I O N A N C H O R R O D W WW/2 W/2W/2W/2 ℄ FOUNDATION℄ TOWER℄ FOUNDATION℄ TOWERPLAN VIEW 1'-8 1/2"9 1/2"1'-7 1/16"10 15/16" 2'-6"2'-6" 5'-0" 5'-0"2'-6"2'-6"1'-4 1/2"1'-4 1/2"ANCHOR ROD (TYP)CENTER OFANCHORRODS (TYP)PIER 2" CLR TOP CIRCULAR TIE NOT TO EXCEED 2" (2) TIES @ 3" OC TIES @ 6" OC MAXIMUM TO BOTTOM OF FOUNDATION H O R I Z O N T A L B A R S E Q U A L L Y S P A C E D T O P A N D B O T T O M W SQUARE T A5'-0"5'-0" ø(PIER NOT REQUIRED FOR 10' TOWER)VERTICAL BARSWITH STD ACI 90°HOOKS AT BOTTOM SEE ANCHOR RODDETAIL ON SHEET S-2 SLOPE TOP OF FOUNDATION(SEE CONCRETE NOTES ONSHEET S-1)3" CLR(TYP)BACKFILL SH A L L B E C O M P A C T E D IN ACCORDA N C E W I T H T H E GEOTECHNI C A L A N D S O I L N O T E S ON SHEET S- 1 6" CLR FOUNDATION TO BEAR ON LEVELCOMPACTED SOIL (SEE GEOTECHNICALAND SOIL NOTES ON SHEET S-1) DOUBLE TIE 3" ABOVE CONSTRUCTION JOINT ELEVATION VIEW INTERMEDIATEBARS EQUALLYSPACED EACH SIDE 1S-32S-3 S T A N D A R D A C I 9 0 ° H O O K S T A N D A R D 1 3 5 ° A C I H O O K ( O V E R L A P A T E N D S O F A D J A C E N T C I R C U L A R T I E S S H A L L B E S T A G G E R E D A R O U N D T H E P E R I M E T E R E N C L O S I N G T H E V E R T I C A L B A R S ) # 4 T I E S A N C H O R R O D ( T Y P ) 6" MIN LAP (TYP) ( 1 8 ) # 8 V E R T I C A L B A R S E Q U A L L Y S P A C E D ( T Y P ) 2 S - 3 S E C T I O N 3 " C L R ( T Y P ) 1 2 " 1 2 " ( 6 ) # 4 A D D I T I O N A L T O P E X T E N D T O I N S I D E F A C E O F R E B A R C A G E A N C H O R R O D ( T Y P ) S ( T Y P ) A D J U S T S P A C I N G O F A D D I T I O N A L T O P B A R S A S N E E D E D F O R C L E A R A N C E A R O U N D A N C H O R R O D S S / 4 ( T Y P ) S / 4 ( T Y P ) S / 4 ( T Y P ) S / 4 ( T Y P ) 1 S - 3 S E C T I O N F O U N D A T I O N T O W E R P A D T H I C K N E S S , T P A D W I D T H , W ( F T ) H O R I Z O N T A L B A R S ( Q T Y ) # S I Z E T O T A L C O N C R E T E V O L U M E ( C U Y D S ) H E I G H T A B O V E G R A D E , A I N T E R M E D I A T E B A R S P E R S I D E ( Q T Y ) # S I Z E STRAIGHT SELF SUPPORT TOWERS 1 0 0 ' 2 ' - 0 " 1 3 ( 1 4 ) # 7 ( 5 6 T O T A L ) 1 5 . 1 0 ' - 6 " N / A 9 0 ' 2 ' - 0 " 1 2 ( 1 3 ) # 7 ( 5 2 T O T A L ) 1 3 . 2 0 ' - 6 " N / A 8 0 ' 2 ' - 0 " 1 0 ( 1 1 ) # 7 ( 4 4 T O T A L ) 1 0 . 0 0 ' - 6 " N / A 7 0 ' 2 ' - 0 " 1 0 ( 1 1 ) # 7 ( 4 4 T O T A L ) 1 0 . 0 0 ' - 6 " N / A 6 0 ' 2 ' - 0 " 1 0 ( 1 1 ) # 7 ( 4 4 T O T A L ) 1 0 . 0 0 ' - 6 " N / A 5 0 ' 2 ' - 0 " 1 0 ( 1 1 ) # 7 ( 4 4 T O T A L ) 1 0 . 0 0 ' - 6 " N / A 4 0 ' 2 ' - 0 " 9 ( 1 0 ) # 7 ( 4 0 T O T A L ) 8 . 5 0 ' - 6 " N / A 3 0 ' 2 ' - 0 " 8 ( 9 ) # 7 ( 3 6 T O T A L ) 7 . 3 0 ' - 6 " N / A 2 0 ' 2 ' - 0 " 7 ( 8 ) # 7 ( 3 2 T O T A L ) 6 . 2 0 ' - 6 " N / A 1 0 ' 5 ' - 3 " 6 ( 9 ) # 9 ( 3 6 T O T A L ) 7 . 0 0 ' - 3 " ( 7 ) # 4 ( 2 8 T O T A L ) S - 3 P R O J E C T N o : D R A W N B Y : D E S I G N E D B Y : C H E C K E D B Y : D A T E : S M S J M F T A N 6 0 3 2 1 - 0 0 0 2 . 0 0 2 . 8 6 0 0 3 / 1 4 / 2 0 2 2 60321-0002.002 FND (SPREAD FOOTING).DWG © C o p y r i g h t 2 0 2 2 , b y P a u l J . F o r d a n d C o m p a n y , A l l R i g h t s R e s e r v e d . T h i s d o c u m e n t a n d t h e d a t a c o n t a i n e d h e r e i n , i s p r o p r i e t a r y t o P a u l J . F o r d a n d C o m p a n y , i s s u e d i n s t r i c t c o n f i d e n c e a n d s h a l l n o t , w i t h o u t t h e p r i o r w r i t t e n p e r m i s s i o n o f P a u l J . F o r d a n d C o m p a n y , b e r e p r o d u c e d , c o p i e d o r u s e d f o r a n y p u r p o s e o t h e r t h a n t h e i n t e n d e d u s e f o r t h i s s p e c i f i c p r o j e c t . FOUNDATION FOR STRAIGHT TOWERS 250 E Broad St, Ste 600 · Columbus, OH 43215 Phone 614.221.6679 www.pauljford.com R E V D A T E D E S C R I P T I O N F O U N D A T I O N