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HomeMy WebLinkAboutBUCHMEYER_PERMIT SET REV01_20200707,approved by m halter?? ? ?? ? ? SH E NA M # DW G  NA M E DW G  NO SH E E T  NO NO R T H A R R O W DE T A I L T A G EL E V A T I O N SE C T I O N T A G EL E V A T I O N M A R K E R LI N E T Y P E S : WO R K  AB O V E ,  BE L O W ,  OR  TO   BE  RE M O V E D CE N T E R BR E A K  LI N E DO O R T A G WI N D O W T A G ? DO O R  NU M B E R WI N D O W  TY P E PR O P E R T Y  LI N E DI M E N S I O N S : 5'  ‐   0" FA C E  OF  SU R F A C E  IN D I C A T O R NO T E :  DI M E N S I O N S  AR E  TA K E N  FR O M / T O  FA C E  OF   ST R U C T U R E  UN L E S S  NO T E D  OT H E R W I S E NO T E :  EX I S T I N G  DI M E N S I O N S  IN D I C A T E D  WI T H  (V I F )   AR E  SU P P L I E D  TO  TH E  AR C H I T E C T  BY  OT H E R S   AN D / O R  AR E  CR I T I C A L  DI M E N S I O N S  TH A T  SH A L L  BE   FI E L D  VE R I F I E D  BY  TH E  CO N T R A C T O R VI F 5'  ‐   0" NO T E :  (C L E A R )  IN D I C A T E S  TH E  DI M E N S I O N  MA Y  NE V E R   BE  LE S S  TH A N  TH E  CL E A R  DI M E N S I O N ,  BU T  MA Y  BE   GR E A T E R .    CO O R D I N A T E  WI T H  AR C H I T E C T  IF  TH E  AC T U A L   DI M E N S I O N  IS  GR E A T E R  TH A N  1" CL E A R 5'  ‐   0" NO T E :  (H O L D )  IN D I C A T E S  TH E  DI M E N S I O N  SH O W N   MU S T  BE  MA I N T A I N E D . HO L D 5'  ‐   0" NO T E :  (+ / ‐) IN D I C A T E S  A  DI M E N S I O N  TH A T  CA N  VA R Y .    CO O R D I N A T E  WI T H  AR C H I T E C T  IF  AC T U A L  DI M E N S I O N   VA R I E S  FR O M  TH E  DI M E N S I O N  SH O W N  BY  MO R E  TH A N  1" . 5'  ‐   0"  +/ ‐ #P o u n d  OR  Nu m b e r &A n d @A t AC T A c o u s t i c  Ce i l i n g  Ti l e AD A r e a  Dr a i n AF F A b o v e  Fi n i s h e d  Fl o o r AL U M A l u m i n u m AN O D A n o d i z e d BS M T B a s e m e n t BY N D B e y o n d BO T B o t t o m CI P C a s t  In  Pl a c e CH N L C h a n n e l CJ C o n t r o l  Jo i n t CL C e n t e r  Li n e CL G C e i l i n g CL R C l e a r CM U C o n c r e t e  Ma s o n r y  Un i t CO L C o l u m n CO M P R C o m p r e s s i b l e CO N C C o n c r e t e CO N T C o n t i n u o u s CP T C a r p e t CT C e r a m i c  Ti l e CT Y D C o u r t y a r d DB L D o u b l e DE M O D e m o l i s h  or  De m o l i t i o n DI A D i a m e t e r DI M D i m e n s i o n DI M S D i m e n s i o n s DN D o w n DR D o o r DW G D r a w i n g Ad  ‐ Ar t i c l e  Co n t i n u e s  Be l o w   EA E a c h EJ E x p a n s i o n  Jo i n t EL E l e v a t i o n EL E C E l e c t r i c a l EL E V E l e v a t o r  or  El e v a t i o n EP D M E t h y l e n e  Pr o p y l e n e  Di e n e   M ‐Cl a s s  (R o o f i n g ) EQ E q u a l EX I S T E x i s t i n g EX P  JT E x p a n s i o n  Jo i n t EX T E x t e r i o r FD F l o o r  Dr a i n  or  Fi re  De p a r t m e n t FE C F i r e  Ex t i n g u i s h e r  Ca b i n e t FI X T F i x t u r e FL R F l o o r FM F i l l e d  Me t a l FO F a c e  Of FN D F o u n d a t i o n GA G a u g e GA L V G a l v a n i z e d GW B G y p s u m  Wa l l  Bo a r d HC H o l l o w  Co r e HI H i g h HM H o l l o w  Me t a l HP H i g h  Po i n t HR H o u r HV A C H e a t i n g ,  Ve n t i l a t i n g ,  An d  Ai r  Co n d i t i o n i n g IR G W B I m p a c t  Re s i s t a n t  Gy p s u m  Wa l l  Bo a r d IL O I n  Li e u  Of IN S U L I n s u l a t e d  or  In s u l a t i o n IN T I n t e r i o r LO L o w MA X M a x i m u m MO M a s o n r y  Op e n i n g ME C H M e c h a n i c a l ME M B R M e m b r a n e MI N M i n i m u m MR G W B M o i s t u r e ‐Re s i s t a n t  Gy p s u m  Wa l l  Bo a r d MT L M e t a l NI C N o t  In  Co n t r a c t NO N u m b e r NO M N o m i n a l OC O n  Ce n t e r OH O v e r h a n g  or  Op p o s i t e  Ha n d OP P O p p o s i t e  or  Op p o s i t e  Ha n d OZ O u n c e PC C P r e ‐Ca s t  Co n c r e t e PL U M B P l u m b i n g PL Y D P l y w o o d PP T P r e s s u r e  Pr e s e r v a t i v e  Tr e a t e d PN T P a i n t  or  Pa i n t e d PV C P o l y v i n y l  Ch l o r i d e Ad  ‐ Ar t i c l e  Co n t i n u e s  Be l o w   RB R R u b b e r RC P R e f l e c t e d  Ce i l i n g  Pl a n RD Ro o f  Dr a i n RE Q D R e q u i r e d RM R o o m SI M S i m i l a r SP E C S p e c i f i e d  OR  Sp e c i f i c a t i o n SP K S p r i n k l e r  or  Sp e a k e r SS T L S t a i n l e s s  St e e l ST C S o u n d  Tr a n s m i s s i o n  Co e f f i c i e n t ST L S t e e l ST R U C T S t r u c t u r e  or  St r u c t u r a l T& G T o n g u e  An d  Gr o o v e TE L E T e l e p h o n e TL T T o i l e t TM E T o  Ma t c h  Ex i s t i n g TO T o p  Of TO C T o p  Of  Co n c r e t e TO S T o p  Of  St e e l TP D T o i l e t  Pa p e r  Di s p e n s e r T/ D T e l e p h o n e / D a t a TY P T y p i c a l UN O U n l e s s  No t e d  Ot h e r w i s e U/ S U n d e r s i d e VI F V e r i f y  In  Fi e l d VP V i s i o n  Pa n e l W/ W i t h WD W o o d FL O R I D A R E S I D E N T I A L B U I L D I N G C O D E 2 0 1 7 FL O R I D A P L U M B I N G C O D E 2 0 1 7 FL O R I D A M E C H A N I C A L C O D E 2 0 1 7 FL O R I D A F U E L A N D G A S C O D E 2 0 1 7 FL O R I D A A C C E S S I B I L I T Y C O D E 2 0 1 7 FL O R I D A E N E R G Y C O N S E R V A T I O N C O D E 2 0 1 7 ST . L U C I E C O U N T Y C O D E O F O R D I N A N C E S NF P A 1 0 1 L I F E S A F E T Y C O D E CA T E G O R Y EX T E R I O R  DO O R S SI N G L E  HU N G MA N U F A C T U R E R PR O D U C T / S Y S T E M   PR O D U C T A P P R O V A L S FL O R I D A  PR O D U C T  AP P R O V A L PL A S T P R O FL 1 5 1 8 0 . 1  R2 FL 2 3 9 . 7  R2 6 FI B E R G L A S S  OUTSWING  WITH  IMPACT  GLASSBUILDING DESIGN  PRESSURES  PRODUCT  DESIGN  PRESSURES  +50.0  PSF/‐50.0  PSF PA N E L  WA L L HA R D I E S O F F I T RO O F I N G  PR O D U C T S 5V  CR I M P  ME T A L  RO O F UN D E R L A Y M E N T 5V  CRIMP  180  MPH  ULT SW I N G I N G WI N D O W S SO F F I T S SI D I N G  (A T  GA B L E  EN D S ) PO L Y S T I C K  TU  MAX PO L Y G L A S S FL 5 2 5 9 . 1  R2 9 N/A PG T  IN D U S T R I E S +50.0  PSF/‐50.0  PSF< +40.0  PSF/‐51.0  PSF +41.0  PSF/‐55.0  PSF HA R D I E P L A N K  LAP  SIDING SH  5500  PVC  IMPACT  SINGLE ‐HUNG  WINDOW 160  MPH  ULT JA M E S  HA R D I E FL 1 3 1 9 2 . 2  R5 ‐77.2  PSF ‐49.6  PSF PG T  IN D U S T R I E S FL 2 5 1 . 1 0  R3 2 SG D  5570  ‐PVC  IMPACT  SLIDING  GLASS  DOOR + 3 8 . 7  PSF/‐60.0  PSF SL I D I N G +38.0  PSF/‐48.0  PSF FA B R A L FI B E R G L A S S  OUTSWING  NO  GLASS FL 1 3 2 6 5 . 1  R4 J A M E S  HA R D I E ‐76  PSF ‐45  PSF FL 1 5 7 2 2 . 2  R4 FL 1 5 1 8 0 . 6  R2 SY M B O L L E G E N D AP P L I C A B L E C O D E S AB B R E V I A T I O N S SQ U A R E F O O T A G E LO C A T I O N M A P P R O J E C T D E S C R I P T I O N GE N E R A L N O T E S CO N T A C T S OW N E R : AR C H I T E C T : ST R U C T U R A L EN G I N E E R : TO M M Y B U C H M E Y E R & B R A N D Y G U E T T L E R PH O N E N U M B E R : 7 7 2 . 2 6 7 . 0 2 2 3 ME C H A N I C A L EN G I N E E R : NA M E : T E S C H L I T T E N G I N E E R I N G AD D R E S S : 1 5 7 5 I N D I A N R I V E R B L V D SU I T E C - 2 1 0 VE R O B E A C H , F L 3 2 9 6 0 PH O N E N U M B E R : ( 7 7 2 ) - 3 6 0 - 4 9 9 8 NA M E : P R O - C A L C S AD D R E S S : P . O . B o x 8 8 2 0 3 2 Po r t S t . L u c i e , F L 3 4 9 8 8 PH O N E N U M B E R : 7 7 2 - 8 8 2 - 5 7 0 0 CO N T R A C T O R : NA M E AD D R E S S PH O N E N U M B E R SHEET LIST BUCHMEYER RESIDENCE PERMIT SET FOR CONSTRUCTIONPARCEL # : 4221-212-0040-000-4 20806 GLADES CUT OFF RD PORT ST LUCIE, FL 34987stacey@sw‐arc.com 772  . 226  . 0148 Sheet  List Sheet  Number S h e e t  Name D a t e Current RevisionCurrent Revision  Date A0.0 C O V E R 0 4 / 2 0 / 2 0 A1.1 C O N S T R U C T I O N  PLAN 0 4 / 2 0 / 2 0 A1.2 R E F L E C T E D  CEILING  PLAN 0 4 / 2 0 / 2 0 A1.3 R O O F  PLAN 0 4 / 2 0 / 2 0 A2.1 E X T E R I O R  ELEVATIONS 0 4 / 2 0 / 2 0 A2.2 E X T E R I O R  ELEVATIONS 0 4 / 2 0 / 2 0 A3.1 B U I L D I N G  SECTIONS 0 4 / 2 0 / 2 0 A3.2 W A L L  SECTIONS 0 4 / 2 0 / 2 0 A3.3 D E T A I L S 04/22/20 A4.1 W I N D O W S  & DOORS 0 4 / 2 0 / 2 0 A4.2 W I N D O W  AND  DOOR DETAILS04/20/20 E1.1 E L E C T R I C A L  PLAN 0 4 / 2 0 / 2 0 M ‐1 GENERAL  NOTES 0 4 / 2 0 / 2 0 M ‐2M E C H A N I C A L  PLAN 0 4 / 2 0 / 2 0 M ‐3M E C H A N I C A L  DETAILS 0 4 / 2 0 / 2 0 S0.1 GENERAL  NOTES 0 4 / 1 4 / 2 0 S1.2 FOUNDATION  AND ELECTRICAL  CALCS04/14/20 1 07/07/2020 S2.1 FRAMING  PLANS  AND  ROOF ZONE  PLAN04/14/20 1 07/07/2020 S3.1 STRUCTURAL  WALL SECTIONS04/14/20 S3.2 STRUCTURAL  DETAILS 0 4 / 1 4 / 2 0 * A L L M O D I F I C A T I O N S R E Q U I R E A P E R M I T F R O M S T . L U C I E C O U N T Y . AL L W O R K T O B E D O N E I N A C C O R D A N C E W I T H F L O R I D A B U I L D I N G CO D E A N D L O C A L O R D I N A N C E S . A N Y D I S C R E P A N C I E S B E T W E E N TH E S E D R A W I N G S A N D C O D E R E Q U I R E M E N T S S H O U L D I M M E D I A T E L Y BE B R O U G H T T O T H E A R C H I T E C T S A T T E N T I O N . PL U M B I N G C O N T R A C T O R T O D E S I G N A N D I N S T A L L S A N I T A R Y A N D DO M E S T I C W A T E R P E R F B C CO O R D I N A T E W I T H S I T E P L A N . PR O V I D E S T A I N L E S S S T E E L F A S T E N E R S A T E X T E R I O R C O N D I T I O N S . AV O I D C O N T A C T O F D I S S I M I L A R M E T A L S A T A L L C O N N E C T I O N S . SP R A Y F O A M I N S U L A T I O N T O B E T E S T E D I N A C C O R D A N C E W I T H F B C R3 1 6 . 3 O R PR O V I D E A N I G N I T I O N B A R R I E R P E R F B C R 3 1 6 . 6 NA M E : W E S T E R B E R G A R C H I T E C T U R E AD D R E S S : 7 6 0 0 H I D D E N H A M M O C K L N V E R O B E A C H , F L 3 2 9 6 6 PH O N E N U M B E R : 77 2 . 2 2 6 . 0 1 4 8 AI R C O N D I T I O N E D : 2 7 2 0 G R O S S S F CO V E R E D P O R C H E S : 1 3 6 0 S F TO T A L : 4 0 8 0 S F U N D E R RO O F AI R C O N D I T I O N E D CU B I C V O L U M E : 2 7 , 8 7 2 C U F T THE PROJECT IS A NEW SINGLE FAMILY RESIDENCE. CMU STRUCTURE ON SLAB ON GRADE FOUNDATION.REV 01 Washer Dr y e r R e f r i g e r a t o r Ra n g e 4 0 ' - 0 " 1 0 ' - 0 " BE D R O O M BA T H AC LI N E N HA L L BE D R O O M BE D R O O M PA N T R Y MA S T E R C L O S E T MA S T E R BA T H SI T T I N G PL A Y R O O M 12 ' - 2 1 / 1 6 " 12 ' - 2 1 / 1 6 " 6' - 6 " 12 ' - 2 1 / 1 6 " 12 ' - 2 1 / 1 6 " 12 ' - 2 1 / 1 6 " 15 ' - 4 5 / 8 " 5' - 1 1 3 / 1 6 " 12 ' - 2 3 / 8 " 12 ' - 2 3 / 8 " 6' - 3 3 / 1 6 " 15 ' - 4 5 / 8 " 21' - 9"18' - 3" 7' - 1 0 " 3' - 1 0 7 / 3 2 " 12 ' - 4 1 / 2 " 6' - 6 " 13 ' - 0 7 / 8 " 11 ' - 7 2 1 / 3 2 " 11 ' - 4 1 / 8 " 15 ' - 6 3 / 8 " 8' - 7 2 3 / 3 2 " 6' - 6 " 9' - 0 1 / 8 " 4' - 0 3 / 4 " 6' - 3 3 / 1 6 " 5' - 4 1 / 2 " 11 ' - 4 1 / 8 " 2' - 5 1 / 2 " 8' - 10 5/8" 15 ' - 2 7 / 8 " 32 ' - 4 3 / 4 " 5' - 4 1 / 2 " 2' - 4 1 / 2 " 11 ' - 4 1 / 8 " 1 0 ' - 0 " 9 ' - 7 7 / 1 6 " 1 6 ' - 8 1 / 4 " 9 ' - 2 1 / 2 " 1 4 ' - 1 1 / 4 " 9 ' - 7 7 / 1 6 " 6' - 2 5 / 3 2 " 11 ' - 8 1 1 / 1 6 " 10 ' - 0 " 10 ' - 5 2 1 / 3 2 " 11 ' - 8 1 1 / 1 6 " 11 ' - 8 1 1 / 1 6 " 6' - 2 5/32" 1 0 ' - 7 7 / 8 " 1 2 ' - 1 1 " 1 5 ' - 1 7 / 8 " 1 0 ' - 1 7 / 8 " 1 0 ' - 7 7 / 8 " 2 ' - 4 1 / 2 " 2 ' - 2 " 13' - 0 3/8"2' - 3 7/8"8' - 2 5/8"3' - 8"11' - 5 7/8" 9 ' - 0 3 / 8 " 3 ' - 8 1 / 2 " 2 ' - 5 " 1 0 ' - 6 1 / 2 " 68 ' - 0 " 8' - 2 3 / 1 6 " 19 ' - 8 2 1 / 3 2 " 12 ' - 0 1 1 / 3 2 " 21 ' - 1 0 1 / 2 " 6' - 2 5/16"AC WH A A A A A B B B B B KI T C H E N EN T R Y GR E A T R O O M OF F I C E LV T  FL O O R I N G   TH R O U G H O U T   PE R  OW N E R   SE L E C T I O N TI L E SH O W E R SH O W E R AC R Y L I C   TU B  &S H O W E R 07 09 10 06 05 14 13 16 11 12 01 20 22 03 02 04 32 X 8 0 18 19 17 21 3 0 X 8 0 3 0 X 8 0 15 08 4' - 4 " 5 ' - 1 1 " 7 ' - 1 3 / 8 " AT T I C  AC C E S S  AB O V E MI N  OP E N I N G  SI Z E  22 "  X  30 " EN S U R E  MI N I M U M 30 "  VE R T I C A L  CL E A R A N C E AB O V E  AC C E S S  PO I N T PE R  FB C  R8 0 7 . 1 24 23 26 25 4 ' - 1 1 " 1 3 5 .0 0 ° A3 . 2 2 1 3 5 .0 0 ° HB HB    ‐HOS  BIBB, COORDINATE  LOCATIONS  WITH  OWNER HB HB HB HB EP ATTIC  ACCESS  ABOVE MIN  OPENING  SIZE  22" X  30"ENSURE  MINIMUM 30" VERTICAL  CLEARANCE ABOVE  ACCESS  POINT PER  FBC  R807.1 PROVIDE  DRAINPAN AND  FLOOD  STOPPERVERIFY PAD  SIZE  WITH  EQUIPMENT  SPECIFICATIONSMAINTAIN REQUIRED CLEAR  AREA  PER  FBC 3' - 4 " 4' - 5 3/8"COLUMN  WRAP PER  OWNER, TYP SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :1/4" = 1'‐0"A1.1PERMIT SET04/20/20 CONSTRUCTION PLANBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 4 "  = 1' ‐0" A1 . 1 1 CO N S T R U C T I O N  PL A N BE N C H REVISIONRevision DescriptionDATE BE D R O O M PL A Y R O O M BE D R O O M LA U N D R Y BE D R O O M BA T H OF F I C E MA S T E R SI T T I N G BA T H MA S T E R C L O S E T 9' ‐4" 9' ‐4" 9' ‐4" 9' ‐4" 9' ‐4" 9' ‐4" 9' ‐4"9' ‐4" 9' ‐4" 9' ‐4" 9' ‐4" HA L L 9' ‐4" BA T H 9' ‐4" 9' ‐8" 9' ‐8" 9' ‐4" S L O P E   6 : 1 2 S L O P E   6 : 1 2 SL O P E   6: 1 2 SL O P E   6: 1 2 GR E A T R O O M KI T C H E N EN T R Y 9' ‐4"  TO  15 ' ‐10 " 15 ' ‐0"  TO  18 ' ‐0" * IN T E R I O R  CE I L I N G S  TO  BE  PA I N T E D  GY P S U M  BO A R D PO R C H  CE I L I N G S  TO  BE  HA R D I E P A N E L 9 ' ‐ 4 " 9 ' ‐ 4 " SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :1/4" = 1'‐0"A1.2PERMIT SET04/20/20 REFLECTED CEILING PLANBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 4 "  = 1' ‐0" A1 . 2 1 RE F L E C T E D  CE I L I N G  PL A N REVISIONRevision DescriptionDATE 2 A3 . 1 1 A3 . 1 PO R C H  BE A M  BE L O W CM U  WA L L  BE L O W 6: 1 2 S L O P E M E T A L R O O F O N P E E L & S T I C K O N 5 / 8 " SH E A T H I N G ON W O O D T R U S S E S W I T H U N V E N T E D A T T I C . VE N T  PL U M B I N G  FI X T U R E S PE R  FB C PL U M B I N G  CO N T R A C T O R TO  MI N I M I Z E  RO O F  PE N E T R A T I O N S EX H A U S T  VE N T , TY P  OF  3 72 ' - 0 1 / 2 " 63' - 6 3/8"11' - 8 7/16"40' - 1 1/2"11' - 8 7/16" 18 ' - 1 1 3 / 3 2 " 22 ' - 0 " CH I M N E Y 1 A3 . 2 PROVIDE  ATTIC  TRUSSES CR I C K E T 19 ' - 0 " 2 7 ' - 0 " 15 ' - 6 " 2 7 ' - 0 " A3 . 2 3 VE N T  EX H A U S T TH R O U G H  GA B L E  EN D SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :1/4" = 1'‐0"A1.3PERMIT SET04/20/20 ROOF PLANBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 4 "  = 1' ‐0" A1 . 3 1 RO O F  PL A N REVISIONRevision DescriptionDATE FINISH FLOOR 0' -0"TOP OF WALL 9' -4"SAND  FINISH  STUCCO, TYP WOOD  COLUMNS  AND  DECORATIVE  BRACKETS ST U C C O  ON  IS O K E R N CO N C R E T E  CH I M N E Y B B B HB FINISH FLOOR 0' -0"TOP OF WALL 9' -4" 1 A3 . 1 HA R D I ‐PL A N K  SI D I N G   AT  GA B L E  EN D 5V  CR I M P  ME T A L  RO O F A A A A A C HA R D I ‐TR I M AT  CO R N E R S DECORATIVE  SHUTTERS PER  OWNER  SELECTION SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :1/4" = 1'‐0"A2.1PERMIT SET04/20/20 EXTERIOR ELEVATIONSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 4 "  = 1' ‐0" A2 . 1 2 No r t h 1/ 4 "  = 1' ‐0" A2 . 1 1 So u t h REVISIONRevision DescriptionDATE 12 " 6" 12 " 3" ME T A L  RO O F  ON  PE E L  & ST I C K ON  5/ 8 "  CD X  PL Y W O O D , AN C H O R E D  PE R  ST R U C T U R A L PA I N T  ON  SA N D  FI N I S H  ST U C C O ,  TYP. CE M E N T  BO A R D  SI D I N G AC HB HB HB 2 A3 . 1 HB HB 7 A3 . 2 SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :1/4" = 1'‐0"A2.2PERMIT SET04/20/20 EXTERIOR ELEVATIONSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 4 "  = 1' ‐0" A2 . 2 1 Ea s t 1/ 4 "  = 1' ‐0" A2 . 2 2 We s t REVISIONRevision DescriptionDATE 2 A3 . 1 ST U C C O  ON  IS O K E R N   CO N C R E T E  CH I M N E Y AP P L Y  OV E R  SC R A T C H  COAT OR  ME T A L  LA T H E  PER MA N U F A C T U R E R ' S   RE C O M M E N D A T O N S A3.13 2' - 0 " 9' - 9 " TRUSS  SHOWN  FOR  ILLUSTRATION  ONLY,CHORD  CONFIGURATION  BY  TRUSS  MANUFACTURER  9' - 9"2' - 0" 7 ' - 0 " 10 ' - 0 " M I N 2 ' - 0 " TO P  OF  CH I M N E Y  TO  BE   2'  MI N  AB O V E  ANY  PORTION   OF  TH E  BU I L D I N G  WITHIN  10' PE R  FB C GRADE  SITE  AND  PLACE  WALKWAYS TO  MINIMIZE  STEP  AT  EDGE  OF  PORCH.PROVIDE  POSITIVE  DRAINAGE AWAY  FROM  HOUSE, TYP ME T A L  RO O F  ON  PE E L   & ST I C K ON  5/ 8 "  SH E A T H I N G ON  PA R A L L E L  CH O R D   TR U S S  AT  EN T R Y   DO R M E R TR U S S  SH O W N  FO R   IL L U S T R A T I O N  ON L Y , CH O R D  DE S I G N  BY  TR U S S   MA N U F A C T U R E R   1 5 ' - 4 " 1 ' - 6 " 12 " 6" 12 " 6" 2x 6  FR A M I N G @  SI D E S  OF  DO R M E R A3 . 2 6 3" 12 " 2X6  SUBFASCIA1X8 FASCIA HARDIESOFFIT BY  JAMES  HARDIE, TYP  ALL  SOFFITS ATTACH  PER  FLORIDAPRODUCT  APPROVALDRIP EDGE PORCH  BEAM  PER  STRUCTURAL,BEAM  WRAP  PER  OWNER HA R D I E P A N E L  BY JA M E S  HA R D I E AT  PO R C H  CE I L I N G AT T A C H  PE R FL O R I D A  PR O D U C T  AP P R O V A L 4X4  WOOD  POST BEYOND,POST  WRAP  PER  OWNERMETAL ROOF  ON  PEEL  & STICK ON  5/8" CDX  SHEATHING ANCHORED  PER  STRUCTURL 2' - 0"SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :As indicated A3.1PERMIT SET04/20/20 BUILDING SECTIONSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 3/ 8 "  = 1' ‐0" A3 . 1 1 Se c t i o n  1 3/ 8 "  = 1' ‐0" A3 . 1 2 Se c t i o n  2 1  1/ 2 "  = 1' ‐0" A3 . 1 3 EA V E  DE T A I L  @  PO R C H E S SE E  6/ A 3 . 2  FO R  WA L L TO  RO O F  FL A S H I N G REVISIONRevision DescriptionDATE FI N I S H F L O O R 0' - 0" TO P O F W A L L 9' - 4" SL A B  ON  GR A D E  FO U N D A T I O N ,   FO O T I N G  PE R  ST R U C T U R A L 6  MI L  VA P O R  BA R R I E R  ON TE R M I T E  TR E A T E D  SO I L SA N D  FI N I S H  ST U C C O ,  TY P DO O R  AS  SC H E D U L E D CO N C R E T E  WA L K ‐OF F  PA D @  DO O R 1/ 2 "  GY P  BD  CE I L I N G ,  TY P BO T T O M  OF  SO F F I T   BE Y O N D HA R D I P L A N K  LA P  SI D I N G ON  WA T E R  RE S I S T I V E  BA R R I E R ON  SH E A T H I N G  PE R  ST R U C T U R A L S AT  FR A M E D  GA B L E  EN D S ,  TY P R ‐19  IC Y N E N E   SP R A Y  FO A M IN S U L A T I O N R ‐38  IC Y N E N E   SP R A Y  FO A M  IN S U L A T I O N PT  SO L E  PL A T E TR U S S  LA Y O U T AN D  BR A C I N G PE R  ST R U C T U R A L S A3 . 2 7 GY P S U M  WA L L  BO A R D  ON   CM U  WA L L S  WI T H  R9 . 1   AM I N O P L A S T FO A M  IN S U L A T I O N  IN   CE L L S  OF  AL L  EX T E R I O R   CM U  WA L L S M I N C L E A R A N C E , T Y P 0 ' - 1 1 / 2 " IS O K E R N  ST A N D A R D   36 "  FI R E P L A C E FR E S H  AI R  IN T A K E FI R E B R I C K ,  PE R  CL I E N T SE L E C T I O N 1/ 4 "  MA X  JO I N T S 1' - 6 1 / 2 " 1 2 " M I N P E R O W N E R 1 2 " M I N P E R O W N E R 2' - 6 1 / 4 " FO O T I N G PE R  ST R U C T U R A L S NO N ‐CO M B U S T I B L E ST O N E  CL A D D I N G PR O V I D E  CH I M N E Y  CA P  TO  PR E V E N T MO I S T U R E  OR  CR I T T E R  EN T R A N C E , SE L E C T I O N  PE R  OW N E R IN S T A L L  PE R   MA N U F A C T U R E R  SP E C I F I C A T I O N S PR O V I D E  CR I C K E T AT  CH I M N E Y 4 A3 . 2 RO O F  SH E A T H I N G PE E L  & ST I C K   UN D E R L A Y M E N T ME T A L  RO O F FL A S H I N G CO U N T E R F L A S H I N G ST U C C O   IS O K E R N  CH I M N E Y SE A L A N T   STONE  HEARTH 8 " M A X DAMPER M I N 1 ' - 0 " NON ‐COMBUSTIBLE STONE  CLADDINGNON‐COMBUSTIBLE STONE  CLADDING OR  WOOD  PLANKS MANTEL  PER  OWNER  SELECTIONISOKERNCHIMNEY BLOCK,INSTALL  PER  MANUFACTURER SPECIFICATIONS RO O F  SH E A T H I N G SE L F  AD H E S I V E   UN D E R L A Y M E N T ME T A L  RO O F FL A S H I N G CO U N T E R F L A S H I N G WE A T H E R  RE S I S T I V E  BA R R I E R SI D I N G  AT  GA B L E SH E A T H I N G CONTINUOUS  FLASHINGWEATHER RESISTIVE  BARRIER,LAP  OVER  FLASHINGHARDIEPLANK SIDING  AT  GABLE SHEATHING STUCCOHARDIETRIM PT  WOOD  WHERE IN  CONTACT  WITH  CONCRETE  BLOCK SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :As indicated A3.2PERMIT SET04/20/20 WALL SECTIONSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 3/ 4 "  = 1' ‐0" A3 . 2 1 Se c t i o n  3 1"  = 1' ‐0" A3 . 2 2 FI R E P L A C E  DE T A I L 1"  = 1' ‐0" A3 . 2 3 CH I M N E Y  PL A N 3"  = 1' ‐0" A3 . 2 4 CH I M N E Y  FL A S H I N G 1/ 2 "  = 1' ‐0" A3 . 2 5 FI R E P L A C E  EL E V A T I O N 3"  = 1' ‐0" A3 . 2 6 WA L L  TO  ROOF  FLASHING 3" = 1'‐0"A3.27WALL FLASHING  AT  GABLE REVISIONRevision DescriptionDATE NE W  DR A I N  PI P E NE W  CO N C R E T E  SL A B SH O W E R  LI N E R   PE R  FB C  P2 7 0 9 . 2 MO R T A R  BE D WI R E  ME S H   RE I N F O R C E M E N T TI L E  BA C K E R B O A R D RE C O M M E N D E D : SC H L U T E R  KE R D I ‐BO A R D (O R )  PA P E R L E S S  DR Y W A L L AT T A C H  BO A R D  AN D   SE A L  JO I N T S   PE R  MA N U F A C T U R E R ' S   SP E C I F I C A T I O N S TE M P E R E D  GL A S S SH O W E R  EN C L O S U R E , OP T I O N  PE R  OW N E R NE W  EX T E R I O R  WA L L ME M B R A N E  FA S T E N E R S MU S T  BE  LO C A T E D   1"  AB O V E  TO P  OF  CU R B ,  TY P PE A  GR A V E L AR O U N D  WE E P  HO L E S DR A I N  WI T H  CL A M P AN D  WE E P  HO L E S TI L E  WA L L S   AN D  FL O O R SL O P E  FL O O R 1/ 2 "  PE R  FT *P R O V I D E  CO A T E D FA S T E N E R S  AT  AL L   WE T  LO C A T I O N S CU R B L E S S  EN T R Y 2X4  PT  SOLE  PLATE,ANCHORED  TO  EXISTING  CONCRETE  SLAB,PER  FBC.SOUND  ATTENUATION  BLANKET, FRICTION  FIT2X4 STUDS, 16" O.C.1/2" GYPSUM  WALL  BOARD, BOTH  SIDES * PROVIDE  ADEQUATE  BLOCKING  FOR  SHELVING,CLOSET  RODS, CABINETS, TELEVISIONS, TOWEL  BARS AND  BATH  ACCESSORIES, ETC.  COORDINATE  LOCATIONS  WITH  OWNER, TYP SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :3" = 1'‐0"A3.3PERMIT SET04/22/20 DETAILSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 3"  = 1' ‐0" A3 . 3 1 SH O W E R  SE C T I O N 3"  = 1' ‐0" A3 . 3 2 IN T E R I O R  PARTITION REVISIONRevision DescriptionDATE TY P E  A WH I T E  VI N Y L  FR A M E IM P A C T  GL A S S LO W  E,  IN S U L A T E D EG R E S S TY P E  B WH I T E  VI N Y L  FR A M E IM P A C T  GL A S S LO W  E,  IN S U L A T E D EG R E S S TY P E  C (A T  EN T R Y  DO R M E R ) WH I T E  VI N Y L  FR A M E IM P A C T  GL A S S LO W  E,  IN S U L A T E D 3' - 1 " 5 ' - 3 " 1 ' - 4 1 / 2 " 3' - 1 " 5 ' - 3 " 1 ' - 4 1 / 2 " 2' - 5 1 / 2 " 4 ' - 0 " 3' - 0 " 6 ' - 8 " FI B E R G L A S S  EN T R Y  DO O R DO U B L E  SL I D I N G  GL A S S  DO O R WH I T E  VI N Y L  FR A M E IM P A C T  GL A S S LO W  E,  IN S U L A T E D TR I P L E  SL I D I N G  GLASS  DOOR WH I T E  VI N Y L  FRAME IM P A C T  GL A S S LO W  E,  IN S U L A T E D 5' - 1 1 1 / 2 " 6 ' - 7 1 / 2 " 8' - 11 1/2" 6 ' - 7 1 / 2 " M I N H E I G H T 1 ' - 8 " MI N W I D T H 2' - 0 " 5. 7  SF  TO T A L AT  WI N D O W  TY P E S  MA R K E D AS  EG R E S S ,  EN S U R E   MI N I M U M  DI M E N S I O N S  AN D   CL E A R  AR E A  AR E  PR O V I D E D , PE R  FB C  R3 1 0 . 2 . 1 SE E  A4 . 2  FO R  WI N D O W  AN D   DO O R  DE T A I L S M A X S I L L H E I G H T 3 ' - 8 " EDF EDF BAC H      SI M G      SI M J          SI M HGJ HGJ SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :1/2" = 1'‐0"A4.1PERMIT SET04/20/20 WINDOWS & DOORSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 2 "  = 1' ‐0" A4 . 1 1 WI N D O W  AN D  DO O R  EL E V A T I O N S Do o r  Sc h e d u l e Ma r k W i d t h H e i g h t F i n i s h F u n c t i o n N o t e s 01 3 '  ‐   0" 6 '  ‐   8" P A I N T  ON  FI B E R G L A S S Ex t e r i o r 02 8'  ‐   11  1/ 2 " 6 '  ‐   7  1/ 2 " V I N Y L Ex t e r i o r 03 5'  ‐   11  1/ 2 " 6 '  ‐   7  1/ 2 " V I N Y L Ex t e r i o r 04 3'  ‐   0" 6 '  ‐   8" P A I N T  ON  FI B E R G L A S S Ex t e r i o r 05 2'  ‐   6" 6 '  ‐   8" P A I N T In t e r i o r 06 2'  ‐   6" 6 '  ‐   8" P A I N T In t e r i o r 07 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r 08 6'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 09 2'  ‐   6" 6 '  ‐   8" P A I N T In t e r i o r 10 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r E N S U R E  29 "  CL E A R  OP E N I N G  PE R  FB C  R3 2 0 . 1 . 1 11 2'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 12 6'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 13 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r 14 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r 15 2'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 16 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r 17 6'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r B a r n  Do o r  Ha r d w a r e 18 3'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r B a r n  Do o r  Ha r d w a r e 19 3'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 20 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r 21 2'  ‐   8" 6 '  ‐   8" P A I N T In t e r i o r 22 5'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 23 2'  ‐   6" 6 '  ‐   8" P A I N T Ex t e r i o r 24 2'  ‐   6" 6 '  ‐   8" P A I N T Ex t e r i o r 25 2'  ‐   0" 6 '  ‐   8" P A I N T In t e r i o r 26 2'  ‐   6" 6 '  ‐   8" P A I N T In t e r i o r REVISIONRevision DescriptionDATE LI Q U I D  AP P L I E D WA T E R P R O O F  CO A T I N G AR O U N D  WI N D O W  OP E N I N G HE A D E R PE R  ST R U C T U R A L   DR A W I N G S WE A T H E R  RE S I S T I V E  BA R R I E R OV E R  SH E A T H I N G ,  FO L D  BA R R I E R OV E R  FL A S H I N G ,  SE A M  & TA P E PE R  MA N U F A C T U R E R ' S   IN S T A L L A T I O N  IN S T R U C T I O N S PT  WI N D O W  BU C K LA P  SI D I N G  TO  MA T C H  EX I S T I N G ,   IN S T A L L  PE R  MA N U F A C T U R E R ' S   SP E C I F I C A T I O N S FL A S H I N G , DO  NO T  CA U L K  BE T W E E N   FL A S H I N G  AN D  TR I M 1/ 4 "  MA X  SH I M WI N D O W  TR I M   PE R  OW N E R CO N T I N U O U S  SE A L A N T CO N T I N U O U S  SE A L A N T SI L L  AN D  TR I M   PE R  OW N E R SI L L  AN D  TR I M   PE R  OW N E R CO N T I N U O U S   PO L Y U R E T H A N E   SE A L A N T  WH E R E  TR I M   ME E T S  FR A M E SI L L  DE T A I L  AT  NE W  WI N D O W S HE A D  DE T A I L  AT  NE W  WI N D O W S GA B L E  EN D  WA L L AT  EN T R Y A  ‐ B  ‐ SE L F  AD H E R E D   ME M B R A N E  FL A S H I N G SI L L  PA N ,  LA P  OV E R WE A T H E R  RE S I S T I V E   BA R R I E R  AN D  WR A P  UP   JA M B S  4" SE L F  AD H E R E D   ME M B R A N E  FL A S H I N G SK I P ‐TA P E  BA R R I E R  TO  FL A S H I N G TO  AL L O W  DR A I N A G E 0 ' - 0 1 / 4 " HEAD  DETAIL  AT  NEW  DOORS G  ‐ LI Q U I D  AP P L I E D WA T E R P R O O F  CO A T I N G AR O U N D  WI N D O W  OP E N I N G WE A T H E R  RE S I S T I V E  BA R R I E R OV E R  SH E A T H I N G ,  FO L D  BA R R I E R IN T O  JA M B ,  SE A M  & TA P E PE R  MA N U F A C T U R E R ' S   IN S T A L L A T I O N  IN S T R U C T I O N S 2X 6  WI N D O W  BU C K LA P  SI D I N G  TO  MA T C H  EX I S T I N G ,   IN S T A L L  PE R  MA N U F A C T U R E R ' S   IN S T A L L A T I O N  IN S T R U C T I O N S 1/ 4 "  MA X  SH I M WI N D O W  TR I M   TO  MA T C H  EX I S T I N G CO N T I N U O U S  SE A L A N T JA M B  DE T A I L  AT  NE W  WI N D O W S C  ‐ SE L F  AD H E R E D   ME M B R A N E  FL A S H I N G 1/ 2 "  GY P S U M  WA L L   BO A R D CO N T I N U O U S    BE A D  OF   PO L Y U R E T H A N E  SE A L A N T   OV E R  BA C K E R  RO D AL I G N  WI T H  DO O R  TR I M PO R C H  FL O O R TH R E S H O L D  SE T  IN  BE D  OF   PO L Y U R E T H A N E  SE A L A N T  AN D   AN C H O R E D  PE R  FL O R I D A   PR O D U C T  AP P R O V A L NE W  FO U N D A T I O N PE R  ST R U C T U R A L  DR A W I N G S SILL  DETAIL  AT  NEW  DOORS H  ‐JAMB  DETAIL  AT  NEW  DOORS J  ‐ NE W  IM P A C T  IN S U L A T E D SI N G L E  HU N G  WI N D O W ,  TY P NE W  ST O N E   OR  WO O D  SI L L NE W  PT  BU C K CO N T I N U O U S SE A L A N T 1/ 4 "  MA X  SH I M CO N T I N U O U S    BE A D  OF   PO L Y U R E T H A N E  SE A L A N T   OV E R  BA C K E R  RO D SI L L  DE T A I L  AT  NE W  WI N D O W S HE A D  DE T A I L  AT  NE W  WI N D O W S D  ‐ E  ‐ AN C H O R  PE R  ST R U C T U R A L S AN D  FL O R I D A  PR O D U C T  AP P R O V A L CO N T I N U O U S SE A L A N T TR I M  PE R  OW N E R CO N T I N U O U S    BE A D  OF   PO L Y U R E T H A N E  SE A L A N T   OV E R  BA C K E R  RO D CO N T I N U O U S    DR I P LI Q U I D  AP P L I E D  WA T E R P R O O F   CO A T I N G  AR O U N D  WI N D O W   OP E N I N G ,  AP P L Y  BE F O R E AN D  AF T E R  BU C K  IN S T A L L A T I O N LI Q U I D  AP P L I E D  WA T E R P R O O F   CO A T I N G  AR O U N D  WI N D O W   OP E N I N G ,  AP P L Y  BE F O R E AN D  AF T E R  BU C K  IN S T A L L A T I O N AN C H O R  WI N D O W  FR A M E PE R  ST R U C T U R A L S  AN D FL O R I D A  PR O D U C T  AP P R O V A L CONTINUOUS SEALANTTRIM PER  OWNER CO N T I N U O U S    BE A D  OF   PO L Y U R E T H A N E  SE A L A N T   OV E R  BA C K E R  ROD CO N T I N U O U S   DRIP LI Q U I D  AP P L I E D  WA T E R P R O O F   CO A T I N G  AR O U N D  WI N D O W   OP E N I N G ,  AP P L Y  BE F O R E AN D  AF T E R  BU C K  IN S T A L L A T I O N ANCHOR  WINDOW  FRAME PER  STRUCTURALS  AND FLORIDA  PRODUCT  APPROVAL CO N T I N U O U S SE A L A N T TR I M  PE R  OW N E R CO N T I N U O U S    BE A D  OF   PO L Y U R E T H A N E  SE A L A N T   OV E R  BA C K E R  RO D LI Q U I D  AP P L I E D  WA T E R P R O O F   CO A T I N G  AR O U N D  WI N D O W   OP E N I N G ,  AP P L Y  BE F O R E AN D  AF T E R  BU C K  IN S T A L L A T I O N AN C H O R  WI N D O W  FR A M E PE R  ST R U C T U R A L S  AN D FL O R I D A  PR O D U C T  AP P R O V A L JA M B  DE T A I L  AT  NE W  WI N D O W S F  ‐ FINISH  FLOORING PER  OWNER CONTINUOUS SEALANTTRIM PER  OWNER CO N T I N U O U S    BE A D  OF   PO L Y U R E T H A N E  SE A L A N T   OV E R  BA C K E R  ROD LI Q U I D  AP P L I E D  WA T E R P R O O F   CO A T I N G  AR O U N D  WI N D O W   OP E N I N G ,  AP P L Y  BE F O R E AN D  AF T E R  BU C K  IN S T A L L A T I O N ANCHOR  WINDOW  FRAME PER  STRUCTURALS  AND FLORIDA  PRODUCT  APPROVAL FL A S H I N G FL A S H I N G SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :3" = 1'‐0"A4.2PERMIT SET04/20/20 WINDOW AND DOOR DETAILSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 3"  = 1' ‐0" A4 . 2 1 WI N D O W  AN D  DO O R  DE T A I L S REVISIONRevision DescriptionDATE Wa s h e r Dr y e r R e f r i g e r a t o r Ra n g e OF F I C E BE D R O O M BE D R O O M LA U N D R Y PL A Y R O O M BE D R O O M MA S T E R C L O S E T BA T H MA S T E R SI T T I N G BA T H HA L L BA T H + 65" 3 3 3 3 3 3 3 3 3 3 3 3 3 W P WP WP WP WP 3 3 3 SD SD SD SD SD SD SD WH GR E A T R O O M KI T C H E N EN T R Y WP EP PR O V I D E  OU T L E T ,  SW I T C H , AN D  LI G H T  AT  AT T I C PR O V I D E  OU T L E T ,  SW I T C H , AN D  LI G H T  AT  AT T I C 3 3 3 CE N T E R  PE N D A N T S ON  IS L A N D PR O V I D E  1 ‐1/ 4 "  RA C E W A Y TO  EX T E R I O R  FO R  FU T U R E  USE PR O V I D E  SW I T C H E D  OU T L E T  FO R  DE C O R A T I V E  LI G H T I N G . LO C A T E  0N  SO F F I T  OR  WA L L  PE R  OW N E R GF C I GF C I GF C I GF C I GF C I GF C I GF C I G F C I GF C I GF C I GF C I G F C I GF C I GF C I GF C I ELECTRICAL LEGEND LED RECESSED CAN LIGHT EXHAUST FANSWITCH GFCI OUTLET GFCI GFCI OUTLET, DEDICATEDSWITCH 3 SWITCH 4 DUPLEX OUTLET GFCI EF FLOOD LIGHTWALL SCONCE ELECTRICAL PANEL ELECTRICAL SUB PANELEP EP  SUBCEILING FAN WITH LIGHTCEILING MOUNTED PENDANT LIGHT DOOR BELL CHIMES ELECTRICAL METERCEXTERIOR CEILING FAN WITH LIGHT220 V DEDICATED OUTLET DOOR BELL EXT DBFLOOR OUTLET COMBO CO2/SMOKE DETECTOR SDWPEXTERIOR WATER PROOF MICROWAVE M DISHWASHER D WATER HEATER WSPECIAL PURPOSE OUTLET *ALL OUTLETS AT KITCHEN, BATHROOMS, AND LAUNDRY TO BE ON GROUND AND ARC FAULT INTERRUPTED CIRCUITS ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH FBC AND NEC 2010 ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO EQUIPMENT AND MAIN SERVICE.SEE SHEET S1.2 FOR ELECTRICAL CALCULATIONS ELECTRICAL CONTRACTOR TO CONDUCT ELECTRICAL WALKTHROUGH WITH OWNER TO CONFIRM ALL SWITCH, OUTLET, AND LIGHT LOCATIONS PRIOR TO SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :As indicated E1.1PERMIT SET04/20/20 ELECTRICAL PLANBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 1/ 4 "  = 1' ‐0" E1 . 1 1 EL E C T R I C A L  PL A N REVISIONRevision DescriptionDATE SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :M -1PERMIT SET04/20/20 GENERAL NOTESBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 REVISIONRevision DescriptionDATE SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :M -2PERMIT SET04/20/20 MECHANICAL PLANBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 REVISIONRevision DescriptionDATE SCALE:DATE:stacey@sw ‐arc.com 772  . 226  . 0148 AR98136 PARCEL # :M -3PERMIT SET04/20/20 MECHANICAL DETAILSBUCHMEYER RESIDENCE 20806 Glades Cut Off Rd Port St. Lucie, FL 4221‐212‐0040‐000‐4 REVISIONRevision DescriptionDATE GE N E R A L N O T E S : 1. D E S I G N C O D E A. T O T H E B E S T O F T H E D E S I G N P R O F E S S I O N A L S K N O W L E D G E , T H E S E D O C U M E N T S H A V E B E E N P R E P A R E D W I T H A N D A R E I N CO M P L I A N C E W I T H T H E A P P L I C A B L E M I N I M U M B U I L D I N G C O D E S A N D T H E A P P L I C A B L E F I R E S A F E T Y S T A N D A R D S A S DE T E R M I N E D B Y T H E L O C A L A U T H O R I T Y I N A C C O R D A N C E W I T H C H A P T E R S 5 5 3 A N D 6 3 3 O F T H E F L O R I D A S T A T U T E S . T H E S E DO C U M E N T S M E E T O R E X C E E D T H E R E Q U I R E M E N T S O F : a. 2 0 1 7 F L O R I D A B U I L D I N G C O D E , S I X T H E D I T I O N , B U I L D I N G , F B C . b. 2 0 1 7 F L O R I D A B U I L D I N G C O D E , S I X T H E D I T I O N , R E S I D E N T I A L , F B C - R . c. 2 0 1 7 F L O R I D A B U I L D I N G C O D E E N E R G Y , F B C - E . d. F L O R I D A F I R E P R E V E N T I O N C O D E , S I X T H E D I T I O N , F F P C . e. N A T I O N A L F I R E P R O T E C T I O N A S S O C I A T I O N , N F P A . 2. D E S I G N C R I T E R I A A. A L L C O N C R E T E 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 A M E R I C A N C O N C R E T E I N S T I T U T E ( A C I ) 3 1 8 A N D 3 3 2 . B. A L L M A S O N R Y 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 A C I 5 3 0 / 5 3 0 . 1 : A M E R I C A N S O C I E T Y O F C I V I L E N G I N E E R S ( A S C E ) ; T M S 40 2 . C. R E I N F O R C I N G S T E E L S H A L L B E I N A C C O R D A N C E W I T H A C I 3 1 8 . D. A L L W O O D F R A M I N G S H A L L B E I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N S L I S T E D I N T H E F L O R I D A B U I L D I N G C O D E O F T H E FO L L O W I N G R E F E R E N C E D D O C U M E N T S : 1. N A T I O N A L D E S I G N S P E C I F I C A T I O N S ( N D S ) F O R W O O D C O N S T R U C T I O N B Y T H E A M E R I C A N W O O D F O R E S T A N D PA P E R A S S O C I A T I O N ( A F P A ) 2. T I M B E R C O N S T R U C T I O N M A N U A L B Y T H E A M E R I C A N I N S T I T U T E O F T I M B E R C O N S T R U C T I O N 3. N A T I O N A L D E S I G N S T A N D A R D F O R M E T A L P L A T E C O N N E C T E D W O O D T R U S S E S ( A N S I : T P I - 1 B Y T R U S S P L A T E IN S T I T U T E ( T P I ) ) 4. G U I D E T O W O O D P R A C T I C E F O R H A N D L I N G I N S T A L L I N G A N D B R A C I N G O F M E T A L P L A T E C O N N E C T E D W O O D TR U S S E S ( B C S I 1 : B Y T P I A N D W T C A ) 5. R O O F A N D W A L L S H E A T H I N G S H A L L B E I N A C C O R D A N C E W I T H A P A P S 1 - 9 5 O R N E R - 1 0 8 D . 6. A M E R I C A N W O O D P R O T E C T I O N A S S O C I A T I O N S T A N D A R D S . 3. D E S I G N L O A D S A. R O O F D E A D L O A D : a. T O P C H O R D ( R O O F ) 7 P S F ( M E T A L ) b. B O T T O M C H O R D ( C E I L I N G ) 10 P S F ( G Y P S U M ) B. R O O F L I V E L O A D : 20 P S F C. D E A D L O A D F O R U P L I F T C A L C U L A T I O N : 1 0 P S F D. A T T I C L I V E L O A D 10 P S F ( I N S P E C I F I C A R E A S , S E E T R U S S E N G I N E E R I N G ) 4. S T R U C T U R E S P E C I F I C A T I O N A. B U I L D I N G O C C U P A N C Y C A T E G O R Y : II B. C O N S T R U C T I O N T Y P E : V- B C. O C C U P A N C Y C L A S S I F I C A T I O N : R- 3 D. W I N D S P E E D M I N . - O W N E R M A Y O P T I O N F O R H I G H E R W I N D S P E E D I F P R E F E R R E D a. U L T I M A T E ( L R F D ) = 16 0 M P H b. A L L O W A B L E ( A S D ) = 12 4 M P H E. W I N D E X P O S U R E C A T E G O R Y : C F. E N C L O S U R E C L A S S I F I C A T I O N : EN C L O S E D G. I N T E R N A L P R E S S U R E C O E F F I C I E N T : +/ - 0 . 1 8 H. E N C L O S U R E C L A S S I F I C A T I O N : PA R T I A L L Y E N C L O S E D I. I N T E R N A L P R E S S U R E C O E F F I C I E N T : +/ - 0 . 0 0 J. W I N D - B O R N E D E B R I S A R E A : YE S K. R E F E R T O D R A W I N G S F O R S T R U C T U R E H E I G H T A N D A R E A L. S T R U C T U R A L L O A D S A N D D E S I G N P R E S S U R E S L I S T E D I N T H E S E P L A N S A R E A L L O W A B L E ( A S D ) U N L E S S N O T E D O T H E R W I S E . 5. P R O J E C T R E Q U I R E M E N T S : A. T H E S E P L A N S S H A L L R E M A I N O N T H E P R O J E C T A T A L L T I M E S . B. T H E C O N T R A C T O R A N D S U B - C O N T R A C T O R S S H A L L S T R I C T L Y A D H E R E T O A L L A P P L I C A B L E C O D E S D U R I N G T H E C O U R S E O F CO N S T R U C T I O N , I N C L U D I N G A L L S T A T E , C I T Y A N D C O U N T Y B U I L D I N G , Z O N I N G , E L E C T R I C A L , M E C H A N I C A L , P L U M B I N G A N D FI R E C O D E S , A S W E L L A S A N Y A P P L I C A B L E H O M E O W N E R A S S O C I A T I O N R E Q U I R E M E N T S . C. T H E C O N T R A C T O R S H A L L V E R I F Y A L L D I M E N S I O N S I N T H E F I E L D A N D S H A L L N O T I F Y T H E D E S I G N P R O F E S S I O N A L O F R E C O R D O F AN Y D I S C R E P A N C I E S O R C O N F L I C T W I T H A P P L I C A B L E C O D E S P R I O R T O C O N S T R U C T I O N . D. T H E A R C H I T E C T / E N G I N E E R S H A L L N O T B E R E S P O N S I B L E F O R S A F E T Y P R O C E D U R E S , T H E M E A N S A N D M E T H O D S O F CO N S T R U C T I O N , T E C H N O L O G I E S O R T H E F A I L U R E O F T H E C O N T R A C T O R T O C O M P L E T E T H E W O R K I N A C C O R D A N C E W I T H DR A W I N G S , S P E C I F I C A T I O N S O R T H E R E L A T E D C O D E S . E. T H E C O N T R A C T O R S H A L L F U L L Y R E V I E W A L L I T E M S C O N T A I N E D I N T H E D R A W I N G S A N D S H A L L C O O R D I N A T E A L L D I M E N S I O N S , LO C A T E D E P R E S S E D S L A B S , S L O P E S , D R A I N S , O U T L E T S , R E C E S S E S , E M B E D S , S L E E V E S , E T C . F. I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O D E T E R M I N E T H E E R E C T I O N P R O C E D U R E S A N D S E Q U E N C I N G . T H E G E N E R A L CO N T R A C T O R I S R E S P O N S I B L E F O R H I R I N G A D E S I G N P R O F E S S I O N A L F O R T E M P O R A R Y S H O R I N G O R L I F T I N G P R O G R A M S . G. N O T E S , D E T A I L S , A N D S E C T I O N S O N T H E D R A W I N G S A R E S H O W N A T S P E C I F I C L O C A T I O N S A N D A R E I N T E N D E D T O S H O W GE N E R A L R E Q U I R E M E N T S T H R O U G H O U T . " T Y P I C A L " D E T A I L S S I M P L Y R E F E R T O A L L C O N D I T I O N S T R E A T E D S I M I L A R L Y . CO N T R A C T O R S H A L L M A K E M I N O R M O D I F I C A T I O N S T O A C C O M M O D A T E M I N O R S I M I L A R V A R I A T I O N S . H. T H E C O N T R A C T O R S H A L L M A K E N O S T R U C T U R A L C H A N G E S O R M O D I F I C A T I O N S W I T H O U T E X P R E S S E D W R I T T E N A P P R O V A L O F TH E E N G I N E E R O F R E C O R D I N A D V A N C E . AB B R E V I A T I O N S : AB AN C H O R B O L T MA T L MA T E R I A L AF F AB O V E F I N I S H E D F L O O R MA X MA X I M U M AD J AD J A C E N T ME C H ME C H A N I C A L AR C H AR C H I T E C T U R A L MI N MI N I M U M BL D G BU I L D I N G NT S NO T T O S C A L E BM BE A M OC ON C E N T E R BO T BO T T O M OP T OP T I O N A L BR G BE A R I N G OS B OR I E N T E D S T R A N D B O A R D CJ CO N T R O L J O I N T PL Y PL Y W O O D CL CE N T E R L I N E PS I PO U N D S P E R S Q U A R E I N C H CM U CO N C R E T E M A S O N R Y U N I T P S F PO U N D S P E R S Q U A R E F O O T CO L CO L U M N PT PR E S S U R E T R E A T E D CO N C CO N C R E T E RE I N F RE I N F O R C E M E N T CO N D CO N D I T I O N RE Q D RE Q U I R E D CO N T CO N T I N U O U S RO RO U G H O P E N I N G CO N S T CO N S T R U C T I O N RT U RO O F T O P U N I T CL G CE I L I N G SC H SC H E D U L E DB L DO U B L E SH T H G SH E A T H I N G DI A DI A M E T E R SI M SI M I L A R DR DO O R SM S SH E E T M E T A L S C R E W S DW G DR A W I N G SP SO U T H E R N Y E L L O W P I N E EA EA C H SP F SP R U C E P I N E F I R EJ EX P A N S I O N J O I N T ST L ST E E L EL E C T EL E C T R I C A L ST R ST R U C T U R A L EO R EN G I N E E R O F R E C O R D SG D SL I D I N G G L A S S D O O R EQ U I P EQ U I P M E N T SQ SQ U A R E FF FI N I S H F L O O R T& G TO N G U E A N D G R O O V E FT FO O T / F E E T TO B TO P O F B E A R I N G GA GA U G E TY P TY P I C A L GC GE N E R A L C O N T R A C T O R UN O UN L E S S O T H E R W I S E N O T E D GY P GY P S U M VE R T VE R T I C A L HG T HE I G H T W/ WI T H HO R I Z HO R I Z O N T A L WI C WA L K I N C L O S E T HB HO S E B I B WD WO O D IN S IN S U L A T I O N WW F WE L D E D W I R E F A B R I C KS I KI P S P E R S Q U A R E I N C H W/ O WI T H O U T MA S MA S O N R Y WD W WI N D O W CO N C R E T E : 1. C O N C R E T E A. A L L W O R K S H A L L B E M I X E D , P L A C E D , A N D C U R E D I N A C C O R D A N C E W I T H T H E A M E R I C A N C O N C R E T E I N S T I T U T E A C I 3 1 8 . B. C O N C R E T E S H A L L H A V E T H E F O L L O W I N G S P E C I F I C A T I O N S U N L E S S N O T E D O T H E R W I S E : AR E A S T R E N G T H ( P S I ) S L U M P A G G R E G A T E S I Z E SL A B 3, 0 0 0 P S I ( 7 D A Y S ) 4" - 6 " 3/ 4 " - 2 " FO O T E R S 3 , 0 0 0 P S I ( 7 D A Y S ) 4" - 6 " 3/ 4 " - 2 " C. G E N E R A L C O N T R A C T O R S H A L L S U B M I T M I X D E S I G N T O T H E E N G I N E E R O F R E C O R D F O R R E V I E W A N D A P P R O V A L P R I O R T O PL A C I N G A N Y C O N C R E T E . D. M A T E R I A L F O R C O N C R E T E S H A L L C O N F O R M T O T H E F O L L O W I N G : a. P O R T L A N D C E M E N T - A S T M C 1 5 0 b. A G G R E G A T E S : C O U R S E A G G R E G A T E : A S T M C 3 3 , L I G H T W E I G H T : A S T M C 3 3 0 , F I N E : A S T M C 3 3 E. W A T E R S H A L L B E F R E E O F C O N T A M I N A N T S , C L E A N A N D P O T A B L E . F. W A T E R S H A L L N O T B E A D D E D T O T H E M I X O N S I T E U N L E S S S P E C I F I C A L L Y A P P R O V E D I N T H E M I X D E S I G N S P E C I F I C A T I O N S P E R TH E S P E C I F I E D V O L U M E . G. A D M I X T U R E S S H A L L C O N F O R M T O T H E M I X D E S I G N . 2. T E S T I N G A N D S A M P L I N G A. A L L T E S T I N G S H A L L B E D O N E B Y A N I N D E P E N D E N T T E S T I N G L A B O R A T O R Y I N A C C O R D A N C E W I T H A S T M R E Q U I R E M E N T S . T E S T RE P O R T S S H A L L B E S U B M I T T E D T O T H E E N G I N E E R O F R E C O R D P R I O R T O F U R T H E R C O N S T R U C T I O N . B. T H R E E C Y L I N D E R T E S T S A M P L E S S H A L L B E M A D E D U R I N G E A C H D A Y S S E Q U E N C E P E R E V E R Y 5 0 Y A R D S . T W O S L U M P T E S T S ( P E R AS T M C 1 4 3 ) S H A L L B E P E R F O R M E D A N D R E C O R D E D F O R E A C H B A T C H , O N E A T T H E B E G I N N I N G A N D O N E A T T H E E N D . a. O N E C Y L I N D E R S H A L L B E B R O K E N A T 7 D A Y S A N D O N E A T 2 8 D A Y S . R E S E R V E C Y L I N D E R W I L L B E N E E D E D I F S E C O N D TE S T F A I L S S P E C I F I C A T I O N S . C. S U B M I T T E S T R E S U L T S T O E N G I N E E R O F R E C O R D W I T H I N F I V E D A Y S O F R E S U L T S . 3. G R O U T A. G R O U T S H A L L B E I N A C C O R D A N C E W I T H A S T M C 4 7 6 H A V I N G A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 2 5 0 0 P S I . B. C O N T R A C T O R S H A L L A D D P L A S T I C I Z E R T O G R O U T M I X T U R E C. F I L L C M U C E L L S S O L I D W I T H G R O U T A T A L L U N I T S R E C E I V I N G R E I N F O R C E M E N T A N D A S N O T E D O N D R A W I N G S A N D S E C T I O N S . D. F I L L S O L I D F I R S T C O U R S E B E L O W C H A N G E I N W A L L T H I C K N E S S A N D A T T O P O F A L L C M U W A L L S . E. G R O U T S H A L L B E P L A C E D F L U S H T O T H E T O P O F A L L L I N T E L S A N D B O N D B E A M S . C O N S O L I D A T E A N D R E - C O N S O L I D A T E G R O U T WI T H V I B R A T O R F O R F U L L H E I G H T O F F I L L E D C E L L S , B O N D B E A M S , A N D L I N T E L S . 4. RE I N F O R C I N G A. R E I N F O R C I N G S H A L L H A V E G R A D E I D E N T I F I C A T I O N M A R K S A N D 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 . B. R E I N F O R C I N G S H A L L B E F R E E O F R U S T , S C A L E O R O T H E R B O N D R E D U C I N G C O A T I N G S . C. R E I N F O R C I N G S H A L L B E P L A C E D I N C O N C R E T E T O P R O V I D E M I N I M U M C O V E R A G E I N A C C O R D A N C E W I T H A C I 3 1 8 O R A S IN D I C A T E D I N T H E D R A W I N G S . a. C O N C R E T E C A S T A G A I N S T A N D P E R M A N E N T L Y E X P O S E D T O E A R T H - 3 " b. C O N C R E T E E X P O S E D T O E A R T H O R W E A T H E R - 1 . 5 " c. C O N C R E T E N O T E X P O S E D T O W E A T H E R O R I N C O N T A C T W I T H G R O U N D - 3 / 4 " D. M I N I M U M L A P S P L I C E ( U N L E S S N O T E D O T H E R W I S E ) BA R S I Z E M A S O N R Y C O N C R E T E 15 0 0 P S I 2 0 0 0 P S I 3 0 0 0 P S I 4 0 0 0 P S I #4 2 4 " 2 1 " 2 7 " 1 5 " #5 3 0 " 2 6 " 2 1 " 1 9 " #6 3 6 " 3 1 " 2 6 " 2 2 " #7 4 2 " 4 6 " 3 7 " 3 2 " #8 4 8 " 5 3 " 4 3 " 3 7 " E. A C C U R A T E L Y P L A C E A N D S U P P O R T R E I N F O R C I N G W I T H C H A I R S , B A R S U P P O R T S , S P A C E R S , O R H A N G E R S A S R E C O M M E N D E D BY A C I D E T A I L I N G M A N U A L . F. P L A C E ( 1 ) O N E A C I S T A N D A R D L A P S P L I C E B A R , O F T H E S A M E S I Z E A S F O U N D A T I O N R E I N F O R C I N G , L O C A T E D A T T H E O U T S I D E BA R O F F O U N D A T I O N C O R N E R S . G. W E L D E D W I R E M E S H , I F U S E D , S H A L L B E I N A C C O R D A N C E W I T H A S T M A 8 5 A N D S H A L L B E 6 x 6 - W 1 . 4 x W 1 . 4 , U N L E S S N O T E D OT H E R W I S E O N D R A W I N G S . a. I N S T A L L W E L D E D W I R E M E S H I N T H E M I D D L E O F T H E S L A B A N D S U P P O R T W I T H A P P R O V E D M A T E R I A L S O R SU P P O R T S A T S P A C I N G N O T T O E X C E E D T H R E E F E E T O N C E N T E R O R I N A C C O R D A N C E W H T T H E M A N U F A C T U R E R S SP E C I F I C A T I O N . b. L A P A L L J O I N T S I N W E L D E D W I R E M E S H 1 2 I N C H E S . H. F I B E R M E S H , I F U S E D I N L I E U O F W E L D E D W I R E M E S H S H A L L B E 2 . 1 L B S P E R C U B I C Y A R D U N L E S S N O T E D O T H E R W I S E . SI T E W O R K : 1. S O I L A. A L L W O R K S H A L L C O N F O R M T O T H E F I N A L G E O T E C H N I C A L R E P O R T A N D T H E F I N A L G R A D I N G P L A N A C C E P T E D B Y T H E AU T H O R I T Y H A V I N G J U R I S D I C T I O N . B. I F T H E S O I L S R E P O R T I S N O T A V A I L A B L E , S O I L B E A R I N G C A P A C I T Y I S A S S U M E D T O B E A M I N I M U M O F 1 , 8 0 0 P S F . C. C O N T R A C T O R S H A L L V E R I F Y C O M P A C T I O N R E Q U I R E M E N T S P R I O R T O T H E E X E C U T I O N O F W O R K . D I S C R E P A N C I E S S H A L L B E BR O U G H T T O T H E A T T E N T I O N O F T H E D E S I G N P R O F E S S I O N A L P R I O R T O C O M M E N C E M E N T O F W O R K . D. F O O T I N G S S H A L L B E P L A C E D O N U N D I S T U R B E D S O I L O R C O M P A C T E D F I L L , F R E E O R O R G A N I C M A T T E R A N D C O M P A C T E D T O 95 % O F T H E M O D I F I E D P R O C T O R , U N L E S S O T H E R W I S E N O T E D I N T H E G E O T E C H N I C A L R E P O R T . E. T H E S O I L S W I T H I N 1 5 F E E T O F T H E P R O P O S E D B U I L D I N G P A D S H A L L B E F R E E O F A N Y W O O D , V E G E T A T I O N . S T U M P S , CA R D B O A R D , T R A S H , O R O T H E R D E L E T E R I O U S M A T E R I A L . F. W A T E R M A N A G E M E N T A T T H E P E R I M E T E R S H A L L B E M A I N T A I N E D A N D S H A L L I N C L U D E : a. C O N D E N S A T E D R A I N S A N D R O O F D O W N S P O U T S S H A L L D I S C H A R G E A T L E A S T 1 2 " F R O M B U I L D I N G . b. I R R I G A T I O N / S P R I N K L E R S Y S T E M S , I N C L U D I N G A L L R I S E R S A N D S P R A Y H E A D S S H A L L N O T B E I N S T A L L E D W I T H I N 1 6 " OF B U I L D I N G . c. L A N D S C A P E S H A L L B E I N S T A L L E D A T L E A S T 2 4 " A W A Y F R O M B U I L D I N G P E R I M E T E R . d. K N O W L E D G E , T H E S E D O C U M E N T S H A V E B E E N P R E P A R E D W I T H A N D A R E I N C O M P L I A N C E W I T H T H E A P P L I C A B L E MI N I M U M B U I L D I N G C O D E S A N D T H E A P P L I C A B L E F I R E S A F E T Y S T A N D A R D S A S D E T E R M I N E D B Y T H E L O C A L AU T H O R I T Y I N A C C O R D A N C E W I T H C H A P T E R S 5 5 3 A N D 6 3 3 O F T H E F L O R I D A S T A T U T E S . T H E S E D O C U M E N T S M E E T OR E X C E E D T H E R E Q U I R E M E N T S O F : G. A N Y F I L L B R O U G H T T O T H E S I T E S H A L L M E E T P R O J E C T R E Q U I R E M E N T S O F T H E G E O T E C H N I C A L E N G I N E E R . 2. S O I L T R E A T M E N T A. T E R M I T E P R O T E C T I O N S H A L L B E P R O V I D E D B Y R E G I S T E R E D T E R M I T I C I D E S , I N C L U D I N G S O I L A P P L I E D P E S T I C I D E S B A I T I N G SY S T E M S , A N D / O R P E S T I C I D E S A P P L I E D T O W O O D O R O T H E R A P P R O V E D M E T H O D S . B. B O X E D A R E A S I N C O N C R E T E F L O O R S F O R I N S T A L L A T I O N O F T R A P S , E T C . S H A L L B E M A D E W I T H P E R M A N E N T M E T A L O R AP P R O V E D P L A S T I C F O R M S . F O R M S S H A L L B E O F A S I Z E A N D D E P T H T H A T W I L L E L I M I N A T E T H E D I S T U R B A N C E O F S O I L A F T E R IN I T I A L T R E A T M E N T . C. P R O V I D E 1 0 M I L V A P O R B A R R I E R I M M E D I A T E L Y F O L L O W I N G S O I L T R E A T M E N T . D. A L I C E N S E D P E S T C O N T R O L C O M P A N Y S H A L L S U B M I T A C E R T I F I C A T E O F C O M P L I A N C E T O T H E B U I L D I N G D E P A R T M E N T A T CO M P L E T I O N O F T R E A T M E N T . E. A F T E R C O M P L E T I O N O F W O R K , A L L L O O S E W O O D , C O N S T R U C T I O N D E B R I S , A N D O R G A N I C M A T E R I A L S H A L L B E R E M O V E D FR O M W I T H I N 1 6 " O F B U I L D I N G P E R I M E T E R . MA S O N R Y : 1. M A T E R I A L S A. A L L H O L L O W L O A D B E A R I N G C O N C R E T E B L O C K S H A L L C O N F O R M T O A S T M C 9 0 , G R A D E N , T Y P E I I . B. C O M P R E S S I V E S T R E N G T H O F A L L C O N C R E T E M A S O N R Y U N I T S ( C M U ) S H A L L B E 2 0 0 0 P S I M I N I M U M B A S E D O N T H E N E T C R O S S SE C T I O N A L A R E A . C. M O R T A R S H A L L B E T Y P E S A N D S H A L L C O N F O R M T O A S T M C 2 7 0 . D. G R O U T I N G S H A L L B E A S S P E C I F I E D I N N O T E S . 2. E X E C U T I O N A. A L L C O N C R E T E M A S O N R Y U N I T S S H A L L B E L A I D I N F U L L S E T T I N G B E D A N D I N R U N N I N G B O N D U N L E S S N O T E D O N D R A W I N G S . B. A L L E X T E R I O R M A S O N R Y W A L L S S H A L L H A V E 9 G A U G E " L A D D E R T Y P E " H O R I Z O N T A L R E I N F O R C E M E N T L O C A T E D E V E R Y 1 6 " O N CE N T E R V E R T I C A L . C O R N E R S S H A L L U S E P R E - F A B " L " A N D " T " S E C T I O N S . C. O V E R A L L M A S O N R Y O P E N I N G S A N D W A L L S , P R O V I D E P R E - C A S T L I N T E L S , C A S T - I N - P L A C E C O N C R E T E T I E - B E A M S , B O N D BE A M S , O R O T H E R H E A D E R S A S I N D I C A T E D O N D R A W I N G S . a. L I N T E L S A N D B O N D B E A M S S H A L L B E R E I N F O R C E D A N D F U L L G R O U T E D S O L I D U N L E S S O T H E R W I S E I N D I C A T E D O N DR A W I N G S . b. T I E - B E A M S S H A L L B E R E I N F O R C E D A N D P O U R E D S O L I D W I T H C O N C R E T E c. V E R T I C A L R E I N F O R C I N G A T O P E N I N G S S H A L L B E A S I N D I C A T E D O N D R A W I N G S . D. V E R T I C A L F I L L E D C E L L S S H A L L M E E T T H E F O L L O W I N G : a. H A V E A M I N I M U M O F O N E # 5 R E B A R , L A P P E D F O R F U L L L E N G T H O F F I L L E D C E L L b. V E R T I C A L R E I N F O R C I N G S H A L L B E L A P P E D T O F O U N D A T I O N D O W E L E M B E D D E D I N F O O T I N G . c. T E R M I N A T E V E R T I C A L R E I N F O R C I N G A T T H E T O P W I T H A S T A N D A R D A C I H O O K , L A P P E D T O H O R I Z O N T A L RE I N F O R C I N G I N B O N D B E A M , T I E - B E A M , O R L I N T E L . d. R E F E R T O C O N C R E T E N O T E S F O R G R O U T A N D R E I N F O R C E M E N T R E Q U I R E M E N T S . E. P R O V I D E T E M P O R A R Y B R A C I N G F O R A L L C M U W A L L S A N D S T E M W A L L S D U R I N G C O N S T R U C T I O N . F. P R O V I D E M A S O N R Y C O N T R O L J O I N T S A S R E Q U I R E D B Y A C I 5 3 0 . G. I F D O W E L S A R E M I S P L A C E D O R M I S S I N G , T H E F O L L O W I N G R E M E D I A L A C T I O N S H A L L B E T A K E N A S A P P R O P R I A T E : a. I F T H E W A L L H A S N O T B E E N B U I L T ; D R I L L A 3 /4 " D I A M E T E R H O L E 6 " D E E P A T T H E C O R R E C T L O C A T I O N , I N S T A L L A 3 6 " LO N G # 5 R E B A R W I T H S I M P S O N T I E " S E T E P O X Y " . F O L L O W T H E M A N U F A C T U R E R S R E Q U I R E M E N T R E Q U I R I N G CL E A N I N G H E H O L E A N D M I X I N G T H E E P O X Y . b. I F T H E W A L L H A S B E E N B U I L T : P R I O R T O L I N T E L P O U R O P E N T H E W A L L A T T H E C O R R E C T L O C A T I O N , A P P R O X I M A T E L Y 16 " H I G H A N D 1 4 " W I D E A T T H E F L O O R , D R I L L A N D E P O X Y T H E R E B A R A S D E S C R I B E D A B O V E , L A P V E R T I C A L S T E E L T O TH E T I E O R B O N D B E A M . F O R M W A L L A N D P O U R S O L I D W I T H G R O U T , C O N S O L I D A T I N G A S N E C E S S A R Y . H. C U R E M A S O N R Y S U R F A C E S F O R 3 D A Y S . 5. P L A C E M E N T A N D F I N I S H I N G A. A L L C O N C R E T E P L A C E D U N D E R R O O F P R O T E C T I O N S H A L L B E P L A C E D O V E R 6 M I L P O L Y E T H Y L E N E V A P O R B A R R I E R , L A P P E D 8 IN C H E S M I N I M U M W I T H A L L S E A M S T A P E D U N L E S S N O T E D O T H E R W I S E . B. P L A C E A L L E M B E D D E D I T E M S ( A N C H O R B O L T S , D O W E L S , E T C . ) I M M E D I A T E L Y P R I O R T O P L A C E M E N T O F C O N C R E T E O R D U R I N G CO N C R E T E O P E R A T I O N S . C. P R O T E C T A L L C O N C R E T E F R O M D A M A G E A F T E R P L A C E M E N T . D. 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 9 0 M I N U T E S O F B A T C H I N G U N L E S S M I X D E S I G N S P E C I F I E S O T H E R W I S E . E. 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 T H E S L U M P L I M I T S S P E C I F I E D I N T H E D E S I G N M I X . F. W A T E R A D D E D A T T H E S I T E S H A L L B E K E P T T O A M I N I M U M A N D W I T H I N T H E S P E C I F I E D S L U M P . R U N M I X E R F O R T H I R T Y RE V O L U T I O N S A T 8 - 1 2 R P M F O L L O W I N G T H E A D D I T I O N O F W A T E R A T T H E S I T E . G. C O N C R E T E S H A L L N O T B E P L A C E D D U R I N G R A I N . F O L L O W I N G P L A C E M E N T O F C O N C R E T E , P R O T E C T F R O M R A I N P R I O R T O IN I T I A L S E T . H. P L A C E M E N T S H A L L B E C O N T I N U O U S U N T I L A L L W O R K I S C O M P L E T E D . I. D O N O U S E C O N T A M I N A T E D , D E T E R I O R A T E D , O R R E T E M P E R E D C O N C R E T E . J. T H O R O U G H L Y W O R K C O N C R E T E A R O U N D R E I N F O R C I N G B A R S . K. P L A C E C O N C R E T E T O G R A D E S A N D E L E V A T I O N S R E Q U I R E D F O R P R O J E C T . L. R E M O V E A L L G R A D E S T A K E S A F T E R P L A C E M E N T O F C O N C R E T E . M. A T S L A B S G R E A T E R T H A N 2 0 F E E T I N A N Y D I R E C T I O N a. P R O V I D E S A W C U T C O N T R O L J O I N T S I N C O N C R E T E A F T E R I N I T I A L S E T A N D P R I O R T O H A R D E N I N G b. S A W C U T J O I N T S S H A L L B E 1 / 3 T H E D E P T H O F T H E S L A B . c. A N Y S L A B E X C E E D I N G 2 0 F E E T S H A L L B E D I V I D E D A T A L L C O R N E R S A N D S H A L L E X T E N D I N E A C H 9 0 D E G R E E DI R E C T I O N . N. P R O V I D E S U R F A C E F I N I S H R E Q U I R E D F O R I N T E N D E D F I N A L A P P L I C A T I O N . O. S I L L P L A T E A N C H O R S S H A L L B E A S S P E C I F I E D I N S P E C I F I C A T I O N S . P. C O N S O L I D A T E C O N C R E T E T H O R O U G H L Y D U R I N G C O N C R E T E O P E R A T I O N S . Q. C U R E C O N C R E T E F O R T H R E E D A Y S T O M I N I M I Z E S H R I N K A G E C R A C K S . WO O D F R A M I N G C O M P O N E N T S : LU M B E R 1. M A T E R I A L S A. A L L W O O D A N D W O O D C O N S T R U C T I O N S H A L L C O M P L Y W I T H T H E F O L L O W I N G S P E C I F I C A T I O N S A N D C O D E S I N D I C A T E D I N TH E D E S I G N C R I T E R I A : B. L U M B E R S H A L L B E I N A C C O R D A N C E W I T H T H E N A T I O N A L G R A D I N G R U L E S A N D S H A L L B E A R G R A D E S T A M P O F S P I B , O R O T H E R AS S O C I A T I O N R E C O G N I Z E D B Y T H E A M E R I C A N I N S T I T U T E O F T I M B E R C O N S T R U C T I O N . C. L U M B E R 2 " O R L E S S I N N O M I N A L T H I C K N E S S S H A L L N O T E X C E E D 1 9 % I N M O I S T U R E C O N T E N T A T T H E T I M E O F I N S T A L L A T I O N AN D S H A L L B E S T A M P E D " S - D R Y " , " K - D " , O R " M C 1 5 " . A L L L U M B E R S H A L L B E S 4 S . D. A L L R O O F F R A M I N G M E M B E R S A B O V E T H E C E I L I N G L I N E S H A L L B E S O U T H E R N P I N E # 2 G R A D E O R B E T T E R . E. I N T E R I O R B E A R I N G A N D E X T E R I O R W O O D F R A M E D W A L L S H A L L B E S P F # 2 , O R B E T T E R , U N L E S S N O T E D O T H E R W I S E O N DR A W I N G S . F. I N T E R I O R N O N - B E A R I N G W A L L M A Y B E 2 x ' s W O O D O R L I G H T G A U G E M E T A L S T U D S A T 2 4 " O N C E N T E R . 2. E X E C U T I O N A. W O O D F A S T E N I N G S H A L L B E S P E C I F I E D I N T H E D R A W I N G S . B. F A S T E N I N G N O T S P E C I F I C A L L Y I D E N T I F I E D O N D R A W I N G S S H A L L C O M P L Y W I T H T H E R E Q U I R E M E N T S O F T H E B U I L D I N G C O D E . C. I N T E R I O R B E A R I N G A N D E X T E R I O R W O O D F R A M E D W A L L S S H A L L B E N O M I N A L 4 I N C H E S W I D E S P A C E D A T 1 6 " O N C E N T E R MA X I M U M , U N L E S S N O T E D O T H E R W I S E O N T H E D R A W I N G S . D. D O U B L E T O P P L A T E S O F F R A M E D W A L L S S H A L L B E L A P P E D 2 4 I N C H E S M I N I M U M . E. U S E L E G E N D B E L O W F O R C O N V E N T I O N A L F R A M E A N D O V E R - B U I L T F R A M I N G M E M B E R S A N D C O N N E C T I O N S , S P A C I N G B E L O W IS 2 4 " O N C E N T E R . RA F T E R 2 x 4 S Y P 2 x 6 S Y P 2 x 8 S Y P 2 x 1 0 S Y P 2 x 1 2 S Y P MA X . S P A N 5 ' - 0 " 8 ' - 0 " 1 2 ' - 0 " 1 5 ' - 0 " 1 9 ' - 0 " F. R I D G E A N D V A L L E Y M E M B E R S S H A L L H A V E A N O M I N A L D E P T H O F 2 I N C H L A R G E R T H A N R A F T E R S A N D S H A L L B E T W O P L Y F O R ME M B E R S L O N G E R T H A N 1 6 ' - 0 " . G. H E A D E R S S H A L L B E A S S P E C I F I E D I N H E A D E R S C H E D U L E W I T H S T U D S A N D S T R A P P I N G S P E C I F I E D H E A D E R S S H A L L B E SO U T H E R N P I N E # 2 O R B E T T E R , M I N I M U M H E A D E R U N L E S S N O T E D O T H E R W I S E S H A L L B E ( 2 ) 2 x 1 2 . H. A B U I L T U P O R S O L I D S A W N C O L U M N S H A L L B E I N S T A L L E D U N D E R G I R D E R S A N D / O R B E A M S I N B E A R I N G W A L L S A S N O T E D ON D R A W I N G S . I. S Q U A S H B L O C K S S H A L L B E I N S T A L L E D B E L O W A L L C O L U M N S A N D B U I L T U P M E M B E R S ( I N C L U D I N G J A C K S A N D K I N G S A T OP E N I N G S ) B E T W E E N B O T T O M O F F L O O R S H E A T H I N G A N D T O P O F W A L L B E L O W . S Q U A S H B L O C K S S H A L L B E O F T H E S A M E GR A D E A N D S I Z E O F T H E M E M B E R A B O V E . SH E A T H I N G 1. M A T E R I A L S A. S H E A T H I N G S H A L L B E I N A C C O R D A N C E W I T H P S 1 - 0 9 / A N S I A 1 9 9 . 1 . A L L S H E E T S S H A L L B E A R A P P R O P R I A T E G R A D I N G S T A M P OF A P A A N D S P A N R A T I N G . B. S H E A T H I N G S H A L L N O T E X C E E D 1 9 % M O I S T U R E C O N T E N T W H E N I N S T A L L E D . D O N O T I N S T A L L V A P O R / M O I S T U R E B A R R I E R S ON S H E A T H I N G A F T E R A R A I N E V E N T U N T I L T H E M O I S T U R E C O N T E N T D R O P S B E L O W 1 9 % . C. F L O O R S H E A T H I N G S H A L L B E A M I N I M U M O F 2 3 / 3 2 " 2 4 / 1 6 S P A N R A T E D S T R U C T U R A L S H E A T H I N G F O R 1 6 " O N C E N T E R SP A C I N G O R 4 8 / 2 4 F O R S P A C I N G G R E A T E R T H A N 1 6 " O N C E N T E R . D. W A L L S H E A T H I N G S H A L L B E 2 4 / 1 6 S P A N R A T E D S T R U C T U R A L S H E A T H I N G . E. R O O F S H E A T H I N G S H A L L B E A S N O T E D I N T H E R O O F S H E A T H I N G A N D A T T A C H M E N T S C H E D U L E . 2. E X E C U T I O N A. S H E A T H I N G S H A L L H A V E 1 /8 " G A P A T A L L E D G E S F O R E X P A N S I O N A N D C O N T R A C T I O N A T A L L E D G E S U N L E S S N O T E D OT H E R W I S E . B. F L O O R S H E A T H I N G S H A L L B E I N S T A L L E D W I T H F A C E G R A I N P E R P E N D I C U L A R T O S U P P O R T S G L U E D A N D S C R E W E D W I T H # 1 0 SC R E W S A T 6 " O N C E N T E R . C. R O O F S H E A T H I N G S H A L L B E F A S T E N E D A S S P E C I F I E D I N T H E D R A W I N G S . A D D B L O C K I N G A T A L L P A N E L E D G E S I N Z O N E 3 (C O R N E R S ) . FA S T E N E R S : 1. M A T E R I A L S A. W O O D C O N N E C T O R S A N D H O L D - D O W N S S H A L L B E A S S P E C I F I E D I N T H E D R A W I N G S A N D S H A L L B E I N S T A L L E D I N AC C O R D A N C E W I T H M A N U F A C T U R E R S R E C O M M E N D A T I O N S . B. C O N N E C T O R S F O R T R U S S T O T R U S S C O M P O N E N T S S H A L L B E S P E C I F I E D P E R T H E T R U S S M A N U F A C T U R E R . C. F A S T E N E R S A N D C O N N E C T O R S U S E D O N U N - T R E A T E D W O O D E X P O S E D T O T H E W E A T H E R S H A L L B E H O T D I P P E D G A L V A N I Z E D OR S T A I N L E S S S T E E L . D. F A S T E N E R S A N D C O N N E C T O R S ( I N C L U D I N G T R U S S P L A T E S , N A I L S , B O L T S , A N C H O R S , E T C . ) U S E D I N C O N T A C T W I T H T R E A T E D WO O D S H A L L B E C O M P A T I B L E W I T H T H E T R E A T M E N T M E T H O D A N D A S F O L L O W S : a. W O O D T R E A T E D W I T H D O T S O D I U M B O R A T E - M I N I M U M G 9 0 Z I N C C O A T I N G b. W O O D T R E A T E D W I T H A C Q - C O R A C Q - D O R O T H E R B O R A T E ( N O N - D O T ) - M I N I M U M G 1 8 5 Z I N C C O A T I N G c. F O R A L L O T H E R T R E A T M E N T - C O M P L Y W I T H T H E R E C O M M E N D A T I O N S O F T H E P R E S E R V A T I V E W O O D S U P P L I E R d. S T A I N L E S S S T E E L C O N N E C T O R S M A Y B E U S E D F O R A N Y T Y P E S O F T R E A T E D O R U N T R E A T E D W O O D e. S E E C H A R T B E L O W F O R N A I L S I Z E C O N V E R S I O N W I T H C O N N E C T O R C H A R T S . • T Y P E DI A M E T E R • 8 d C O M M O N 0. 1 3 1 " • 1 0 d / 1 2 C O M M O N 0 . 1 4 8 " • 1 6 d C O M M O N 0. 1 6 2 " 2. E X E C U T I O N A. H A N G A R S A N D F R A M E D C O M P O N E N T S S H A L L B E F U R N I S H E D B Y T H E M A N U F A C T U R E R W I T H N A I L S F O R S P E C I F I C U S E A N D IN S T A L L A T I O N . B. A L L P R E - M A N U F A C T U R E D C O N N E C T O R S S H A L L H A V E N A I L S / S C R E W S / A N C H O R S I N S T A L L E D I N A C C O R D A N C E W I T H T H E CO N N E C T O R S C H E D U L E A N D M A N U F A C T U R E R S S P E C I F I C A T I O N S , F U L L Y D R I V E N . C. A L L S O L E P L A T E S S H A L L B E A S D E S C R I B E D H E R E I N A N D S H A L L M E E T T H E F O L L O W I N G : a. A L L A N C H O R B O L T S S H A L L H A V E 2 " x 2 " x 1 /8 " P L A T E W A S H E R S U N L E S S N O T E D O T H E R W I S E . b. B O L T S S H A L L B E L O C A T E D A T C O R N E R S A N D J A M B S A N D W I T H I N 6 " O F E A C H E N D O R J O I N T I N P L A T E . c. P L A T E S L E S S T H A N 2 0 I N C H E S I N L E N G T H S H A L L H A V E O N E A N C H O R I N S T A L L E D I N T H E M I D D L E T H I R D O F T H E P L A T E LE N G T H . d. S L E E V E A N C H O R S A N D E X P A N S I O N A N C H O R S A R E N O T P E R M I T T E D A T E X T E R I O R W A L L S . D. RE F E R T O T H E S O L E P L A T E A N C H O R A G E S C H E D U L E A T T A C H M E N T S O F P L A T E T O C O N C R E T E O R M A S O N R Y . PRE-ENGINEERED WOOD TRUSSES 1. GENERAL A. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD.B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS MANUFACTURER.C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY A FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION.E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI).F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS).2. MATERIALS A. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE TRUSS MANUFACTURER.a. GABLE END BRACING DETAILS AND RECOMMENDATIONS b. LATERAL BRACING AND RESTRAINT DETAILS c. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTS d. PIGGYBACK INSTALLATION DETAILS e. CONVENTIONAL FRAMED VALLEY DETAIL f. TOE NAIL DETAIL FOR JACK TRUSSES g. TWO PLY CONNECTION DETAIL 3. EXECUTION A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE STRUCTURALLY DAMAGED.B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE.C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT LESS THAN 24" ON CENTER.D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' ON CENTER.E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS.F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT.DOORS AND WINDOWS:1. GENERAL A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC R308.D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1.E. SHUTTERS (IF INSTALLED) SHALL MEET FBC R301.2.1.2.2. MATERIALS A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING.C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND S.H.G.C. OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC ER400.3).a. IMPACT GLAZING: U FACTOR = 0.65 MAXIMUM AND S.H.G.C = 0.25 b. NON-IMPACT GLAZING: U FACTOR = 0.40 MAXIMUM AND S.H.G.C = 0.25 E. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.a. OSI QUAD MAX , VULKEM 350/351 DS, PROTECTOWRAP LWM200, ZIP SYSTEM LIQUID FLASH.3. EXECUTION A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS.d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.ELECTRICAL:1. G E N E R A L A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION.2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE.B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE.C. RECEPTACLES INSTALLED ON 15- A N D 2 0 - A M P E R E B R A N C H C I R C U I T S S H A L L B E O F T H E G R O U N D I N G T Y P E . D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10.E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16.F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES.G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, BREAKFAST, AND DINING AREAS AND SHALL HAVE NO OTHER RECEPTACLES.H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS.3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC.B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250.D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ARTICLE 250 OF THE NEC.E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACK-UP. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS.F. IF EQUIPMENT IS LOCATED IN THE ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION. G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS, PORCHES, AND OUTDOORS.H. ALL CONDUCTORS CLOSER THAN 1 1 /4 " TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1 /16 " IN THICKNESS.I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO A FIRE ALARM SYSTEM.J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS, WITHIN 6' OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL, LAUNDRY AREAS.K. ALL TEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION.L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER, AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION.Project Number:ISSUE DATE:COL 3:12 -17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145 VERO BEACH, FL 32960 772.360.4998 INFO@SCHLITTENGINEERING.COM OFCA# 32295 TERENCESCHLITTR PEENIGNELNOISSE F O RARAIDFOLEENSLCINo. 81238 STATE OF Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:51 AM S0.1General Notes18R014Single Family Home BUCHMEYER RESIDENCE04/22/2020ECTS 20806 Glades Cut Off Rd.PERMIT SET PORT ST. LUCIE, FLST. LUCIE COUNTY, 34987 1 5July 7, 2020 Sh e e t L i s t Pa g e N o Sh e e t N a m e Sh e e t N u m b e r 1 Ge n e r a l N o t e s S0 . 1 2 Fo u n d a t i o n a n d E l e c t r i c a l C a l c s S1 . 2 3 Fr a m i n g P l a n s a n d R o o f Z o n e P l a n S2 . 1 4 St r u c t u r a l W a l l S e c t i o n s S3 . 1 5 St r u c t u r a l D e t a i l s S3 . 2 No.DescriptionDate 1 1 4 4 A B D E 68 ' - 0 " 1 0 ' - 0 " 4 0 ' - 0 " 1 0 ' - 0 " 6 0 ' - 0 " 68 ' - 0 " 4 S3 . 1 RE C E S S E D S H O W E R 4" -4 " - 4 " - 4 " 4" T H I C K M I N . 3 0 0 0 P S I C O N C . W / 6 x 6 -10 x 1 0 WW F O R 2 . 1 l b s / C U Y D F I B E R M E S H O V E R TE R M I T E T R E A T E D , W E L L C O M P A C T E D ( 9 5 % CO M P A C T I O N , M O D I F I E D P R O C T O R ) S O I L , T Y P . 6" T H I C K M I N . 3 , 0 0 0 P S I C O N C . W / 6 x 6 -10x10 WWF OR 2. 1 l b s / C U Y D F I B E R M E S H O V E R T E R M I T E T R E A T E D , WE L L C O M P A C T E D ( 9 5 % C O M P A C T I O N , M O D I F I E D PR O C T O R ) S O I L , T Y P . 1 / 8 " P E R F T S L O P E 1 / 8 " P E R F T S L O P E 1 / 8 " P E R F T S L O P E 1 / 8 " P E R F T S L O P E 1 / 8 " P E R F T S L O P E 1 / 8 " P E R F T S L O P E F -4 F -4 F -4 F -4 F - 1 F - 1 F - 1 F - 1 4 1 / 2 " F- 1 F- 1 F -1 F -4 F -4 F -3 F- 1 F- 4 F- 4 F- 1 F- 1 F- 1 4 S3 . 2 P -1 CH I M N E Y 15 ' - 2 3 / 8 " 3 ' - 4 " 3' - 0 " 8 ' - 6 " SA W C U T SA W C U T SA W C U T SA W C U T 15 ' - 4 5 / 8 " 5' - 1 1 3 / 1 6 " 12 ' - 2 3 / 8 " 12 ' - 2 3 / 8 " 6' - 3 3 / 1 6 " 15 ' - 4 5 / 8 " 12 ' - 2 1 / 1 6 " 12 ' - 2 1 / 1 6 " 6' - 6 " 12 ' - 2 1 / 1 6 " 12 ' - 2 1 / 1 6 " 12 ' - 2 1 / 1 6 " 4" 4 S3 . 2 2 1 ' - 0 " 12 ' - 4 5 / 8 " 1 3 5 .0 0 ° F -3 22 33 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 C -1 HH #5 B a r V e r t i c a l i n F i l l e d C e l l 6' L o n g # 5 R e -en t r a n t B a r i n m i d d l e o f s l a b Li n e o f F o u n d a t i o n St e p D o w n i n S l a b 4" 200 AMP PANEL MCB 120/240 V 40 CKTMETER MAIN DISC.DISC. AT AHUDISC. AT A/C COMP.#4 GROUND IN 1/2" C.GROUND ROD & COLD WATER PIPE 3" GRC (3) 500 kcmil THHN TO UTILITY COMPANY(2) 2/0 CU THHN (1) #1 U THHN (1) #6 CU THHN IN 2" C.Project Number:ISSUE DATE:COL 3:12 -17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145 VERO BEACH, FL 32960 772.360.4998 INFO@SCHLITTENGINEERING.COM OFCA# 32295 TERENCESCHLITTR PEENIGNELNOISSE F O RARAIDFOLEENSLCINo. 81238 STATE OF Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:52 AM S1.2Foundation and Electrical Calcs18R014Single Family Home BUCHMEYER RESIDENCE04/22/2020RCJTS 20806 Glades Cut Off Rd.PERMIT SET PORT ST. LUCIE, FLST. LUCIE COUNTY, 34987 2 5July 7, 2020 1/ 4 " = 1 ' - 0 " S1 . 2 Fo u n d a t i o n P l a n 1 1/ 4 " = 1 ' - 0 " Fo u n d a t i o n L e g e n d Fo u n d a t i o n S c h e d u l e Ma r k W x D Ty p e Re i n f o r c e m e n t F -1 18 " x 1 6 " T h i c k e n e d E d g e ( 2 ) # 5 B a r C o n t . F- 2 12 " x 1 2 " B e l l F o o t e r (2 ) # 5 B a r C o n t . F- 3 8" x 8 " M o n o l i t h i c F o o t e r ( 1 ) # 5 B a r C o n t . F- 4 20 " x 1 8 " B e l l F o o t e r w / S t e p ( 2 ) # 5 B a r C o n t . P- 1 36 " x 1 2 " P a d F o o t e r #5 B a r s a t 1 2 " o . c . e a c h w a y AD D I T I O N A L E L E C T R I C A L S P E C I F I C A T I O N A N D D R A W I N G S ( I F R E Q U I R E D ) S H A L L B E P R O V I D E D B Y L I C E N S E D E L C T R I C A L C O N T R A C T O R St r u c t u r a l C o l u m n S c h e d u l e Ma r k S i z e Ty p e Re i n f o r c e m e n t C -1 6 x 6 N o m . P. T . S Y P W o o d S e e S c h e d u l e f o r C o n n e c t o r s No.DescriptionDate 1Bldg Dept Comments07/07/2020 ME T A L R O O F O V E R P E E L N ' S T I C K O V E R S H E A T H I N G PE R S E C T I O N O V E R P . E . T R U S S E S A T 2 4 " O . C . M A X . AT T I C A C C E S S V A U L T C E I L I N G 3 : 1 2 V A U L T C E I L I N G 3 : 1 2 15 ' - 1 0 3 / 4 " 2' - 1 0 " 6 ' - 9 1 / 2 " 2 ' - 1 0 " ME T A L R O O F O V E R P E E L N ' S T I C K O V E R S H E A T H I N G PE R S E C T I O N O V E R P . E . T R U S S E S A T 2 4 " O . C . M A X . GA B L E T R U S S 3 1 / 2 " SH O R T E R T H A N T Y P TR U S S , S E E D E T A I L GA B L E T R U S S 3 1 / 2 " SH O R T E R T H A N T Y P TR U S S , S E E D E T A I L FR A M I N G P L A N I S B A S E D O F F T R U S S L A Y O U T F R O M A - 1 R O O F T R U S S E S J O B # 7 9 8 0 9 D A T E D 3 / 1 8 / 2 0 2 0 . NO T E : A L L P R E C A S T L I N T E L S S H A L L B E 8 F 1 6 - 1T / 1 B 2' - 0 " CH I M N E Y O P E N I N G 2 ' - 0 " +/ - 6' - 1 1 / 2 " 3 Si m S2 . 1 S2 . 1 AT T I C A C C E S S OD D S P A C E A T T R U S S E S F O R AT T I C A C C E S S 2' - 0 " 2 S3 . 1 OD D S P A C E A T T R U S S PR E -EN G I N E E R E D G I R D E R A B SE E S E C T I O N 3 S3 . 1 4 0 ' - 0 " 1 1 ' - 3 " 18 ' - 1 0 1 5 / 1 6 " 22 ' - 0 " B A BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 BM -3 E E DD BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 BM -2 B B E E E E E E LI G H T S T O R A G E L O A D IN T H I S A R E A LI G H T S T O R A G E L O A D IN T H I S A R E A I I G G G G LRFD A S D N A I L S P A C I N G ZONE 1 - I N T E R I O R : + 2 6 / - 4 9 + 1 6 / - 2 9 6 " O C ZONE 2 - P E R I M E T E R : + 2 6 / - 7 4 + 1 6 / - 4 4 4 " O C ZONE 3 - C O R N E R : + 2 7 / - 1 1 7 + 1 6 / - 7 0 4 " O C NOTES: EDGE DISTANCE = 6'-0" THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF.THE EFFECTIVE AREA FOR ZONE 3 IS 36 SF.ROOF SHEATHING SHALL BE 15 /32 " MIN.ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME.COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF) 6'-0"a=3 3 33233 222133322221 6' - 0"METAL ROOF OVER PEEL N'STICK OVER SHEATHING PER SECTION OVER P.E. TRUSSES AT 24" O.C. MAX.BEARING WALLS FOR HIGH ROOF TRUSSES (2) 2x8 SYP HEADER A A OVERHANG1' - 6"Project Number:ISSUE DATE:COL 3:12 -17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145 VERO BEACH, FL 32960 772.360.4998 INFO@SCHLITTENGINEERING.COM OFCA# 32295 TERENCESCHLITTR PEENIGNELNOISSE F O RARAIDFOLEENSLCINo. 81238 STATE OF Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:53 AM S2.1Framing Plans and Roof Zone Plan18R014Single Family Home BUCHMEYER RESIDENCE04/22/2020RCJTS 20806 Glades Cut Off Rd.PERMIT SET PORT ST. LUCIE, FLST. LUCIE COUNTY, 34987 3 5July 7, 2020 1/ 4 " = 1 ' - 0 " S2 . 1 Ro o f F r a m i n g 1 3/ 3 2 " = 1 ' - 0 " S2 . 1 Ro o f Z o n e 2 1/ 4 " = 1 ' - 0 " S2 . 1 Hi g h R o o f P l a n 3 Be a m S c h e d u l e Ma r k Be a m Be a m S i z e Re i n f o r c e m e n t Co m m e n t B M- 1 P r e C a s t L i n t e l 8F 8 - 0 T / 1 B S e e D e t a i l Al l U n m a r k e d L i n t e l s BM - 2 P r e C a s t L i n t e l 8F 1 6 - 1 T / 1 B S e e D e t a i l BM - 3 ( 3 ) P l y L V L 1 . 7 5 " x 1 1 . 2 5 " BM - 4 ( 2 ) P l y 2 x 6 S Y P W/ P l y w o o d F i t c h O v e r O p e n i n g s A s O c c u r BM - 5 ( 2 ) P l y 2 x 1 0 S Y P W/ P l y w o o d F i t c h O v e r O p e n i n g s A s O c c u r Connector Schedule Me m b e r T y p e / M a r k C o n n e c t o r T y p e Connectors Uplift Needed Upl ift Provided Comments A - G i r d e r T r u s s (2 ) F G T R (36) 1/4"x3" SDS and (4) 1/2"x5" Titen HD 8,479 lbs 9,400 lbs One at Each Side An g l e C M U t o W o o d H G A M 1 0 (4) 0.25" x 2.75" Titens & (4) 0.25" x 1.5" Screws 750 lbs 810 lbs Simpson or Equal B - G i r d e r T r u s s VG T (1) 0.625"x12" Anchor Embed. & (16) 0.25"x3" SDS Screws 4 , 3 3 0 l b s 4 , 9 4 0 l b s S i m p s o n o r E q u a l C - H e a v y S t r a p a t C M U H H E T A 2 0 (10) 0.148" x 1.5"1,888 lbs 2,235 lbs Simpson or Equal D - T r u s s S t r a p a t W o o d H T S 1 6 (16) 0.148" x 3"721 lbs 1,260 lbs Simpson or Equal E - T r u s s S t r a p a t C M U H E T A 2 0 (9) 0.148" x 1.5"1,222 lbs 1,810 lbs Simpson or Equal F - H a n g e r - C o n c e a l e d a t C M U H U C 2 8 - 2 (14) 0.25" x 2.75" Titens & (6) 0.148" x 3"800 lbs 1,135 lbs Simpson or Equal G - 6 x 6 P o s t C a p C o r n e r P C 6 Z (18) 0.148" x 3" Nails 1,500 lbs 1,760 lbs Simpson or Equal G - 6 x 6 P o s t C a p C o r n e r M S T A 1 8 (14) 0.148" x 3" Nails 1,200 lbs 1,315 lbs Use in Addition to PC6Z H- 6 x 6 P o s t B a s e AB U 6 6 Z (1) 5/8" Dia. x (12) 0.162" x 3.5" Nails 2,100 lbs 2,475 lbs Simpson or Equal I - 6 x 6 P o s t C a p AC 6 (28) 0.148" x 3.5" Nails 2,600 lbs 2,815 lbs Simpson or Equal No.DescriptionDate 1Bldg Dept Comments07/07/2020 1 /2 " G Y P S U M A T E A C H S I D E P E R F B C -R 7 0 2 . 3 , TY P . 4" T H I C K 3 0 0 0 P S I C O N C . S L A B W / 6 x 6 - W1 . 4 x W 1 . 4 O R 2 . 1 L B S / C U Y D F I B E R M E S H PT 2 x 4 P L A T E W / 1 /4 " x 3 " T A P C O N S A T 1 2 " O. C . M A X . 6 M I L V I S Q U E E N V A P O R B A R R I E R O V E R TE R M I T E -TR E A T E D , W E L L -CO M P A C T E D F I L L 2x 4 S P F S T U D S A T 1 6 " O C M A X . W / ( 2 ) 1 6 d ' s TO E N A I L E D A T T O P A N D B O T T O M SE E T Y P I C A L W A L L S E C T I O N F O R T Y P E O F IN S U L A T I O N (2 ) 2 x 4 T O P P L A T E , 3 6 " S P L I C E M I N . P. E . T R U S S E S A T 2 4 " O C M A X . 1 /2 " G Y P S U M T Y P . , 5 /8 " T Y P E X A T G A R A G E CE I L I N G S U N D E R H A B I T A B L E S P A C E S 2x S P H E A D E R W / P L Y W D F L I T C H O V E R OP E N I N G S A S O C C U R S : (2 ) 2 x 4 U N D E R 4 ' W I D E (2 ) 2 x 6 U N D E R 6 ' W I D E (2 ) 2 x 8 U N D E R 8 ' W I D E DO U B L E T O P P L A T E A T 2 x 4 W A L L W/ S Y P S T U D S A T 1 6 " O . C . W / HT S 2 0 A T E A C H T R U S S , T Y P . SHEATHING PER SCHEUDLE OVER P.E. ROOF TRUSSES AT 24" O.C. MAX.SEE ARCHITECTURAL PLANS FOR INSULATION AND FINISHES MS T 2 0 A T 1 6 " O . C . & 1 2 d ' s A T 8 " O. C . A T P L A T E 2x 4 S T U D S A T 1 6 " O . C . W / S P 4 A T T O P AN D B O T T O M E A C H S T U D , T Y P . 2x B L O C K I N G W / ( 2 ) 1 2 d ' s A T E A C H EN D L E V E L W I T H R O O F L I N E LE A V E S H E A T H I N G O F F H E R E , A D D BL O C K I N G A T 4 ' O N C E N T E R TWO PLY P.E. TRUSS GIRDER WITH TRUSS TO TRUSS CONNECTORS PER TRUSS ENGINEER 2x6 SYP LEDGER TO P.E. TRUSS W/ (2) #12 SCREWS AT EACH WEB S NAILER FOR SHEATHING FINISHES AND SHEATHING PER SECTION AT PORCH 2x 4 S Y P S T U D S A T 1 6 " O . C . W / S P 4 AT T O P R -30 INSULATION 2x4 BLOCKING AT 48" OC FOR 4 SPACES FROM GABLE2x4 T -BRACE W/8d's 6" OC MAX.HARDIE SIDING PER PRODUCT APPROVAL OVER VAPOR BARRIER OVER 1 /2 " PLYWOOD W/ 8d's AT 6" OC MAX. W/ HOUSE WRAP, WITH DRIP SCREED AT BOTTOM OF PLYWOOD SEE TYP. WALL SECTION DETAIL FOR ADDITIONAL NOTES P.E. TRUSSES AT 24" OC MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULE2' - 0"2x4 OUTLOOKER AT 24" OC MAX. W/H10A AND (2) 16d's AT EACH END, TYP.2x4 DIA. X -BRACE W/(2) 12d's AT EACH TRUSS AT CENTER OF GABLE AND 48" OC MAX. WHERE HEIGHT OF GABLE >4' TALL GABLE TRUSS SHALL BE 3 1 /2 " SHORTER TO ALLOW OUTLOOKERS ABOVE HGAM10 W/ (4) 0.25" x 2.75" TITENS & (4) 0.25" x 1.5" SCREWS AT 48" O.C. MAX AND 6" FROM ENDS UN V E N T E D S O F F I T P E R PR O D U C T A P P R O V A L #5 D O W E L S W / 9 0 D E G R E E A C I H O O K A T T O P (2 ) C O U R S E B O N D B E A M W / # 5 B A R H O R I Z . CO N T . I N E A C H C O U R S E P. E . T R U S S E S A T 2 4 " O . C . M A X . W / CO N N E C T O R S P E R R O O F P L A N A N D SC H E D U L E ME T A L R O O F O V E R P E E L ' N S T I C K UN D E R L A Y M E N T O V E R S H E A T H I N G P E R R O O F FA S T E N I N G S C H E D U L E FI N I S H E S A N D I N S U L A T I O N P E R A R C H I T E C T PR E C A S T L I N T E L P E R P L A N / S C H E D U L E O V E R OP E N I N G S 12 3 TY P . S L O P E EX T E N D B O T T O M C H O R D O F T R U S S A T T H I S SE C T I O N 4 " 1' - 6 " CE I L I N G P E R A R C H I T E C T R U L S BO X E D H E A D E R W / B A T T I N S U L A T I O N UN V E N T E D S O F F I T P E R P R O D U C T A P P R O V A L ST E P P E R A R C H I T E C T U R A L S D W L A P S P L I C E 2 ' - 6 " M I N . 1/ 2 " G Y P S U M O V E R 1 x 3 F U R R I N G S T R I P S A T 16 " O C W / I N S U L A T I O N P E R A R C H I T E C T 4" T H I C K 3 0 0 0 P S I C O N C . S L A B W / 6 x 6 - W1 . 4 x W 1 . 4 O R 2 . 1 L B S / C U Y D F I B E R M E S H CL E A N -OU T A T E A C H F I L L E D C E L L F O R IN S P E C T I O N , E I T H E R S I D E O F W A L L 6 M I L V I S Q U E E N V A P O R B A R R I E R OV E R T E R M I T E -TR E A T E D , W E L L - CO M P A C T E D F I L L 8" x 8 " x 1 6 M A S O N R Y I N R U N N I N G B O N D , W / FI L L E D C E L L S P E R P L A N A N D A T 4 8 " O C M A X . FO L L O W N O T E S F O R H O R I Z . R E I N F . #5 D O W E L S W / 9 0 D E G R E E A C I H O O K SL O P E G R A D E A W A Y F R O M F O U N D A T I O N , CO M P A C T 2 4 " O U T S I D E O F B L D G M I N . RE I N F O R C E D C O N C . F O O T E R P E R PL A N / S C H E D U L E 1/ 2 " C E M E N T I T I O U S F I N I S H W / E X T . A C R Y L I C CO A T I N G CO V . 0' - 3 " ED G E D I S T . 0' - 2 " SE A L J O I N T W I T H W A T E R P R O O F E R WI N D O W 2x 6 S T U D S A T 1 6 " O . C . M A X . W / S P 6 A T T O P AN D B O T T O M T Y P . SU P P L M E N T A L C O N N E C T O R S P E R F R 4 A M I N G PL A N BE A M A N D C O N N E C T O R S PE R F R A M I N G P L A N CO L U M N A N D C O N N E C T O R S PE R F R A M I N G P L A N 2' - 0 " 6 M I L V I S Q U E E N V A P O R B A R R I E R OV E R T E R M I T E -TR E A T E D , W E L L - CO M P A C T E D F I L L RE I N F O R C E D C O N C . F O O T E R P E R PL A N / S C H E D U L E 2x 6 S Y P S U B F A S C I A W / ( 2 ) 1 6 d ' s A T E A C H OU T L O O K E R T Y P . 2x 6 S Y P S U B F A S C I A W / ( 2 ) 1 6 d ' s AT E A C H O U T L O O K E R T Y P . WR A P B E A M A N D C O L U M N S PE R A R C H I T E C T HA R D I E S I D I N G P E R P R O D U C T A P P R O V A L O V E R VA P O R B A R R I E R O V E R 1 /2 " P L Y W O O D W / 8 d ' s AT 6 " O C M A X . W / H O U S E W R A P , W I T H D R I P SC R E E D A T B O T T O M O F P L Y W O O D FL A S H I N G P E R C O D E 2x 4 O U T L O O K E R A T 2 4 " O C M A X . W / H 1 0 A AN D ( 2 ) 1 6 d ' s A T E A C H E N D , T Y P . SE A L J O I N T W I T H W A T E R P R O O F E R D W L A P S P L I C E 2 ' - 6 " M I N . 1/ 2 " G Y P S U M O V E R 1 x 3 F U R R I N G S T R I P S A T 16 " O C W / I N S U L A T I O N P E R A R C H I T E C T 4" T H I C K 3 0 0 0 P S I C O N C . S L A B W / 6 x 6 - W1 . 4 x W 1 . 4 O R 2 . 1 L B S / C U Y D F I B E R M E S H CL E A N -OU T A T E A C H F I L L E D C E L L F O R IN S P E C T I O N , E I T H E R S I D E O F W A L L 6 M I L V I S Q U E E N V A P O R BA R R I E R O V E R T E R M I T E - TR E A T E D , W E L L -CO M P A C T E D FI L L 8" x 8 " x 1 6 M A S O N R Y I N R U N N I N G B O N D , W / FI L L E D C E L L S P E R P L A N A N D A T 4 8 " O C M A X . FO L L O W N O T E S F O R H O R I Z . R E I N F . #5 D O W E L S W / 9 0 D E G R E E A C I H O O K SL O P E G R A D E A W A Y F R O M F O U N D A T I O N , CO M P A C T 2 4 " O U T S I D E O F B L D G M I N . RE I N F O R C E D C O N C . F O O T E R PE R P L A N / S C H E D U L E 1/ 2 " C E M E N T I T I O U S F I N I S H W / E X T . A C R Y L I C CO A T I N G CO V . 0' - 3 " Project Number:ISSUE DATE:COL 3:12 -17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145 VERO BEACH, FL 32960 772.360.4998 INFO@SCHLITTENGINEERING.COM OFCA# 32295 TERENCESCHLITTR PEENIGNELNOISSE F O RARAIDFOLEENSLCINo. 81238 STATE OF Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:53 AM S3.1Structural Wall Sections18R014Single Family Home BUCHMEYER RESIDENCE04/22/2020RCJTS 20806 Glades Cut Off Rd.PERMIT SET PORT ST. LUCIE, FLST. LUCIE COUNTY, 34987 4 5July 7, 2020 3/ 4 " = 1 ' - 0 " S3 . 1 In t e r i o r W a l l S e c t i o n - N o n L o a d B e a r i n g 1 3/ 4 " = 1 ' - 0 " S3 . 1 Se c t i o n a t D o r m e r 2 3/4" = 1'-0"S3.1Gable End Detail With Siding 5 3/ 4 " = 1 ' - 0 " S3 . 1 St r u c t r u r a l S e c t i o n a t P o r c h 3 3/ 4 " = 1 ' - 0 " S3 . 1 Ma s o n r y W a l l S e c t i o n 4 No.DescriptionDate MI S S E D S T R A P D O E S N O T L I N E U P W I T H T R U S S AD D N E W C O N N E C T O R I N LI E U O F M I S S E D S T R A P IF M I S S E D C O N N E C T O R I S H E T A 2 0 , C O N T R A C T O R S H A L L U S E (2 ) H T S M 2 0 S T R A P S W / ( 4 ) 1 /4 " X 2 1 /4 " T I T E N S & ( 1 0 ) 1 0 d x 1 . 5 " IF M I S S E D C O N N E C T O R I S ( 2 ) H E T A 2 0 s , C O N T R A C T O R S H A L L U S E FG T R O R V G T P E R M A N U F A C T U R E R R E Q U I R E M E N T S . WO O D T R U S S 4" T H I C K C O N C R E T E S L A B W/ 6 X 6 -W1 0 W W F O N 6 M I L VA P O R B A R R I E R O N T R E A T E D , WE L L C O M P A C T E D S O I L 1' - 0 " 4 " V A R I E S S T E P SL O P E T O D R A I N #5 B A R C O N T . W / 1 8 " L A P S P L I C E M I N . NO M I N A L H E I G H T QU A N T I T Y O F # 5 F I E L D A D D E D RE B A R A T B O T T O M O F L I N T E L NO M I N A L W I D T H 8F 1 6 - 1 B / 1 T #5 F I E L D A D D E D R E B A R A T T O P P F CO M P O S I T E U - LI N T E L M I N . ( 1 ) R E Q D . QU A N T I T Y O F # 5 F I E L D A D D E D RE B A R A T T O P O F L I N T E L F = F I L L E D W I T H G R O U T U = U N F I L L E D 1 -1 /2 " C L E A R , T Y P . FI E L D P L A C E D C M U SO L I D G R O U T , T O P T O B O T . #5 F I E L D A D D E D R E B A R A T BO T T O M O F U -LI N T E L C A V I T Y PR E -CA S T R E I N F O R C I N G P E R MA N U F A C T U R E R 7 -5 /8 " A C T U A L 8" N O M I N A L W I D T H 15 -5 /8 " A C T U A L 16 " N O M I N A L H E I G H T e g c ba j d e c b k ih NO T E S : 1. TA P C O N A N C H O R S T O M A S O N R Y S H A L L H A V E 1 . 2 5 " E M B E D M E N T M I N I M U M . 2. DO N O T I N S T A L L A N C H O R S I N W I N D O W S I L L U N L E S S N O T E D B Y P R O D U C T A P P R O V A L . 3. SE E A R C H I T E C T U R A L S F O R S E A L I N G A N D W A T E R P R O O F I N G R E Q U I R E M E N T S . 4. SE E P R O D U C T A P P R O V A L F O R A L T E R N A T E A T T A C H M E N T M E T H O D . a. SE E A R C H I T E C T U R A L S F O R I N T E R I O R FI N I S H E S , T R I M , A N D I N S U L A T I O N b. 2x 6 O R 2 x 8 P . T . B U C K c. N/ A d. 1 /4 " M A X . N O N -DE G R A D A B L E S H I M W / BA C K E R R O D A T P E R I M E T E R , T R I M S H I M S 1 /4 " F R O M F A C E e. 3 /16 "ø T A P C O N S A T 1 0 " O . C . M A X . ST A G G E R E D f. N/ A g. EX T . F I N I S H P E R A R C H I T E C T U R A L S h. N/ A i. PR E C A S T O R P O U R E D I N P L A C E S I L L j. N/ A k. LI N T E L P E R P L A N / S C H E D U L E l. FI L L E D C E L L W / # 5 V E R T . m. N/ A a e d b l m MI N . 0' - 1 1 / 4 " f ba c d i SE E A R C H I T E C T U R A L S F O R R E C E S S E D S I L L A T OU T S W I N G / S L I D I N G D O O R S g NO T E S : 1. TA P C O N A N C H O R S T O M A S O N R Y / C O N C . S H A L L H A V E 1 . 2 5 " E M B E D M E N T M I N I M U M . 2. DO N O T I N S T A L L A N C H O R S I N S I L L U N L E S S N O T E D B Y P R O D U C T A P P R O V A L . 3. SE E A R C H I T E C T U R A L S F O R S E A L I N G A N D W A T E R P R O O F I N G R E Q U I R E M E N T S . 4. SE E P R O D U C T A P P R O V A L F O R A L T E R N A T E A T T A C H M E N T M E T H O D . e ad j a. SE E A R C H I T E C T U R A L S F O R I N T E R I O R FI N I S H E S , T R I M , A N D I N S U L A T I O N b. N/ A c. N/ A d. 1 /4 " M A X . N O N -DE G R A D A B L E S H I M W / BA C K E R R O D A T P E R I M E T E R , T R I M S H I M S 1 /4 " F R O M F A C E e. 1 /4 "ø T A P C O N S A T 1 0 " O . C . M A X . ST A G G E R E D f. EX T . F I N I S H P E R A R C H I T E C T U R A L S g. 1 /4 "ø T A P C O N S A T 1 0 " O . C . M A X . ST A G G E R E D ( S E E N O T E # 2 ) h. N/ A i. LI N T E L P E R P L A N / S C H E D U L E j. FI L L E D C E L L W / # 5 V E R T . h ST R U C T U R A L S H E A T H I N G P E R CO M P O N E N T S A N D C L A D D I N G SC H E D U L E TO P C H O R D O F L O W E R P . E . T R U S S , SP A C E D A T 2 4 " O . C . M A X . SI M P S O N V T C R C L I P A T 2 ' O . C . T O TR U S S T O P C H O R D S W / ( 3 ) 1 0 d x 1 -1/ 2 " NA I L S T O O V E R T R U S S A N D ( 4 ) 10 d x 3 . 5 " N A I L S T O U N D E R T R U S S P. E . T R U S S O V E R F R A M I N G A T 2 4 " O . C . MA X . P. E . T R U S S O V E R F R A M I N G A T 2 4 " O. C . M A X . A T T A C H P E R B E L O W 2x 4 R I D G E B L O C K I N G W / ( 2 ) 1 2 d ' s TO E N A I L E D A T E A C H E N D ST R U C T U R A L S H E A T H I N G P E R CO M P O N E N T S A N D C L A D D I N G SC H E D U L E TO P C H O R D O F P R I M A R Y P . E . TR U S S 1 /8 " W I D E S A W -CU T S H A L L B E M A D E A S SO O N A S C O N C R E T E H A S H A R D E N E D SU F F I C I E N T L Y T O P R E V E N T A G G R E G A T E BE I N G D I S L O D G E D B Y S A W t/ 3 t Dia. Min.30 Bar D i a m . M i n . 3 0 B a r Dia. Min.30 Bar CO R N E R PE R P E N D I C U L A R BELL THRU PAD FOOTER CO R N E R B A R S T O M A T C H RE I N F O R C E M E N T PROVIDE ADDITIONAL #5 BARS THICKEN FOOTING A MIN. OF 12" BELOW PIPEBOT/PIPE SE E P L A N MIN.1' - 4"MIN. LAP1' - 0"FF 1' - 0"Project Number:ISSUE DATE:COL 3:12 -17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145 VERO BEACH, FL 32960 772.360.4998 INFO@SCHLITTENGINEERING.COM OFCA# 32295 TERENCESCHLITTR PEENIGNELNOISSE F O RARAIDFOLEENSLCINo. 81238 STATE OF Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.7/7/2020 9:30:54 AM S3.2Structural Details18R014Single Family Home BUCHMEYER RESIDENCE04/22/2020RCJTS 20806 Glades Cut Off Rd.PERMIT SET PORT ST. LUCIE, FLST. LUCIE COUNTY, 34987 5 5July 7, 2020 1/ 2 " = 1 ' - 0 " S3 . 2 Mi s s e d S t r a p D e t a i l 3 1" = 1 ' - 0 " S3 . 2 St e p D o w n a t S h o w e r 4 3/ 4 " = 1 ' - 0 " S3 . 2 Ma s o n r y B o n d B e a m D e t a i l 5 1" = 1 ' - 0 " S3 . 2 Wi n d o w D e t a i l a t C M U 1 1" = 1 ' - 0 " S3 . 2 Do o r D e t a i l a t C M U 2 3/ 4 " = 1 ' - 0 " S3 . 2 Ov e r b u i l t F r a m i n g D e t a i l - T r u s s e s 6 1" = 1 ' - 0 " S3 . 2 Sa w C u t D e t a i l 7 3/ 4 " = 1 ' - 0 " S3 . 2 Fo o t e r I n t e r s e c t i o n D e t a i l 8 3/ 4 " = 1 ' - 0 " S3 . 2 Fo o t i n g P e n e t r a t i o n D e t a i l 9 No.DescriptionDate