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Home My WebLink AboutBLDG1312-0001-EngineeringAREA CEILING GALE INSULATION S/0 # 401650631 CERTIFICATE OF INSULATION -INSTALLATION JOB ADDRESS: 10415 CAMEILLA ST PARKLAND, FL LOT 77D PARKLAND BUILDING PERMIT# (J Lr.:; t..r t3t~ • 00101 STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has been installed in the referenced building in compliance with the Florida Building Code and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R-value as set forth below: TYPE THICKNESS R-VALUE MANUFACTURER FIBERGLASS BATT 12" R-38 OWENS CORNING AREA FLAT GARAGE COMMON WALL EXTERIOR MASONRY WALLS FIBERGLASS BATT 3.5" R-11 OWENS CORNING REFLECTIVE FOIL .75" R-4.1 FI-FOIL COMPANY MULTIFAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R-11 (min); CBS or Concrete Walls R-3 (min) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b), on page 0-17, latest edition. These "minimum levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. INSULATION CGC1512179 INSULATION CONTRACTOR'S SIGNATURE: BUILDER: TOLL BROS.: SIGNATURE: ----------- I PERSONALLY KNOW THE AFFIANT, PAMELA FENTON. Sworn to and subscribed before me this a e day of ~ , 2014 /Yl.2 aJ& ~. -.: .. :::-HU Notary Public, State of Florida ' ~~ ~-{;>' Pu;;~'-:. MELISSA S. SAPP ~ ~ f.({~.\Y~ ~ Notary Putllic -.State of Florida ': ~·',:(...,~.;}" My Comm. Exptres Aug 1, 2017 61 '-,;:r~_,,':~---Commission# FF 41664 1 1111!n\l\,. ~ .. ,-.. Broward County Board of Rules ana-Appeals 955 S. Federal Highway, Ste 401 3Ctive: March 1, 2009 .-none: (954) 765-4500 Fax: (954) 765-4504 Fort Lauderdale, FL 33316 FORM FOR "SPECIAL INSPECTOR" SECTION 109.11-BROWARD COUNTY ADMINISTRATIVE CODE AND THE 2007 FLORIDA BUILDING CODE NOTICE TO PROPERTY OWNER You are hereby directed in accordance with section 109.11 of the Broward County Administrative Code (BCAC) and the Florida Building Code, to retain a Special Structural Inspector (A Florida Registered Professional Engineer or Architect) to perform the following mandatory or discretionary inspections, as outlined in Sections 109.11, 1822, R4407.5.4, 2223.11.1, 1927.12.1, 1927.12.2, R4405.9.12.1, R4405.9.12.2, R4408.5.2 & R4408.1 0.11 of the Florida Building Code (FBC) and submit progress reports, inspection reports and a Certificate of Compliance to the Building Official as per Sections 109.11.6 and 109.11.7 of the Florida Building Code. Note: The Building Official determines which discretionary inspections are required to be performed. DATE: August 7, 2013 PROJECT NAME Parkland Gold and Country Club-77D JOB ADDRESS: 10415 Cameilla Street CITY: Parkland Legal Description: (See attached if necessary) MANDATORY INSPECTION TYPE BY CODE: Identification, Control or BUILDING PERMIT#: Zip Code: 33076 Folio No.: 1) Precast Concrete Units-Sections 1927.12.1, R4405.9.12.1, 109.11.2.1 Yes U NoW 2) PrecastConcreteUnits-Sections 1927.12.2,R4405.9.12.2,109.11.2.1 YesU NoW 3) Reinforced Unit Masonry-Sections 2122.4, R4407.5.4, 1 09.11.2.2 (per ACI 530.1-05 Level B Quality 4) 5) Assurance)* * Unless noted otherwise on plan Connections-Sections 2218.2, 1 09.11.2.3 Metal Systems Building -Sections 2223.11.1, 1 09.11.2.4 DISCRETIONARY INSPECTION TYPE BY BUILDING OFFICIAL: Yes L__/ YesU YesU NoW NoW NoW 1) Building Structures or part thereof of Unusual Size, Height, Design or Method of Construction and Critical Structural Connections-Section 1 09.11.1.1 YesL I NoW 2) Windows, Glass Doors and Curtain Walls on buildings over two (2) stories -Section 1 09.11.1.1 YesU NoW 3) Pile Driving Only-Sections 1822, R4404.13, 109.11.3 YesU NoW 4) Precast Concrete Units-Sections 1822, R4404.13, 109.11.3, 109.11.5 YesL/ NoW 5) Engineered Unit Masonry-Sections 2122.4, R4407.5.4, 109.11.5 Yes LX_/ NoLl_ 6) Other Yes /_j No/~/ MANDATORY DOCUMENTATION 1) Inspection schedule stating the specific inspections that will be made and at what phase of construction must be submitted with this application. 2) Progress Reports/Inspection Reports during construction in accordance w· 3) Certificate of Compliance must be submitted prior to the scheduling oft Printed Name SPECIAL INSPECTOR Registered L__LArchitect or /..lLl_Engineer State of Florida Registration # 35683 1599 SW 30'" Avenue. Boynton Beach. FL 33426 Address of Special Inspector Telephone# 561-752-5440 Fax# 561-752-5542 D. Mark LeBlanc P.E. Printed Name of Special Inspector Building Official (or designated representative) Date ***BE ADVISED THIS DOES NOT PRECLUDE YOU FROM OTHER MANDATORY INSPECTIONS IN THE CODE*** Rev. 12/05 C:\Users\Admin\Desktop\For Server\PGCC Affidavits\Broward County Form Lot 820 080613.doc \ _ J l r . : A - u , : _ , 1 b Job:(14HS017F) SAVIERO-VERSAILLES-LOT 77d F L O O R L O W R O O F I D 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T ___... p 0 ) r-i r;-() ( (I Top chord 2x4 SP #2 N-13B Bot chord 2x4 SP #2 N-13B Webs 2x4 SP #3-13B ( . . ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . • :Rt Bearing Leg 2x8 SP SS-13B::Lt Level Retur n 2 x 4 S P # 3 - 1 3 8 : 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "13B" use desig n v a l u e s a p p r o v e d 1 1 3 0 / 2 0 1 3 b y A L S C Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . "'•io,OM~""~" ;~": : ; ; - ; l j T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 5 . 0 0 f t . f r o m r o o f e d g e . 1 0 ' 1 1 - 3 / 1 6 " 4 ' 2 - 9 / 1 6 " r A 1 \ ~ w ) r a d N ¥ \ \ L ~ 6 , , C > / c _ t - : : J f 6 L . " 1 W O O Q l h t > ~ ~ \ 6 J ' E I f ' \ · , ~ ) 1 1 1 2 X 4 \ n l I I I \ 1 2 ~ / / \ \ I I 5 V ' ~ . . . . ~ ~ 1 o " < t 0 ~ O i l n , . . : . l n 1 1 T 1 =~*j(B1) --r¢ 8 " _ . 1 _ _ 6-3/16' _L.. .,-6-114" ..J_ H r 1 5 ' 1 - 3 / 4 " f-1'4"+ 1 4 ' 6 - 1 / 2 " ~ R=953# U=505 # R L = 3 3 4 / - 5 3 # W = 8 " (Rigid Surface) R = 8 4 2 # U = 4 9 5 # W = 5 - 3 / 4 " , \ , \ \ R i g i D B u f f i ) 9 j ) DESC. = 01 PLT. TYP.-WAVE ,.,::::s:~sr·.)\;;~ ... ,.,_ FLORIDA QUALITY TRUSS r~ ·-.. :L<·rs;;:t....--1 TEL: (9.5-4) 97!1·3384 I'AX: (9.5-4) 978-8980 3120 N.W. 16th TERRACE PO!\.f.PANO BEACH, FL 33064 . ~ " ' ' " ( . . ' f _ \ 1 > . K A V A s ' ' ' " ' " ' . . : . . • " ' \ _ . . . . . . . . 0 ~ ' ( , , · , ' " . t - · . · ' \ C E . N s ~ : . - . . v - = ; . DES\GNC R I T • F B C 1 0 H V H Z R E S I T P ' 2 0 0 7 F T I R T • 2 0 % ( 0 % Y 1 ( 0 ) l , ! l y : · l I U i f \ L = · 1 2 . \ . . ' , ~ V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 ~~~~ ~ s 1 ( B U ~ D I N G C O M P O N e N T ' S A F E T v i N F O R M A T i O N r P U B L I S H E D B Y T P I C T R U S S ' P L A T E I N S T I T U T E . " ~ V \ \ ~ \ : ) ~ 4 1 J • r ~ L 3 0 . o s f 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E ~ R I S E ' 1 ( l - p LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E - T ® l 1 5 . 0 p s f INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E l t - ~~;g~ 1 : ~ A c : ; ' ~ ~ N ~ ~ ~ ~ g ~ ~ ~ ~ ~ T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . · ; . B { f D L 1 0 . 0 p S f S E Q = 6 6 9 7 9 7 S C A L E = 0 . 3 7 5 0 R E F D A T E 0 2 - 0 1 - 2 0 1 4 D R W G INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N - : : . , f . - 0 0 f CONFOR M A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N · : : 0 • 1 ~ ~ l l • p S C M CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R ~ . p . . • ' V ' - PLATESA R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W . H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O · . . - , . . ~ • • • • • . . . . ~ ~ Q T . L D . 5 5 . 0 p S f 0 / A L E N . 1 5 0 1 1 2 EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y · ' , S ' · · ' ' C , . . _ INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A l l . B E P E R A N N E X A 3 0 F T P 1 1 · 2 0 0 2 S E C . 3 . A S E A L . O N T H I S ~ ~ , , D U R F A C 1 . 2 5 J O B # : 1 4 H S 0 1 7 F I DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T ' , " / I l l 0 N A L \ \ \ \ \ ' ' ~~~g~~ ~ ' b ~ ~ ~ N ~ ~ E P ~ u : : J ~ ~ ~ ~ ~ ~ ~ g s f o F T H I S c o M P O N E N T F O R A N Y B U I L D I N G 1 s T H E R E S P O N S I B I L I T Y O F T H E I 1 1 1 1 1 1 1 1 1 1 1 1 \ \ S P A C I N G 2 4 . 0 " T Y P E S p E C M A Y 0 5 2 0 1 4 ( ( \ : : l l L - U 0 - J ) Job:(14HS017F) SAVIERO-VERSAILLES-LOT 77d F L O O R L O W R O O F I D 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #2 N-138 Bot chord 2x4 SP #2 N-13B ( . . ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Webs 2x4 SP #3-13B :Rt Bearing Leg 2x8 SP SS-13B::Lt Level Return 2 x 4 S P # 3 - 1 3 B : 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f t f r o m r o o f e d g e , R I S K C A T 1 1 . E X P c . w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . Lumber grades designated with "13B" use desig n v a l u e s a p p r o v e d 1 / 3 0 / 2 0 1 3 b y A L S C Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . LD-1 1 / I l j T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 5 . 0 0 f t . f r o m r o o f e d g e . DESC. = 01 PLT. TYP.-WAVE .. ,~ ...... '-~ .- 1 0 ' 1 1 - 3 / 1 6 " 4 ' 2 - 9 / 1 6 " r A ' ' f , t - : > t t , . L " ' i W O O O / ' ( b , c , ~ ~ \ C t w ) r a d ( - . J f . . \ L ~ ' 3 ' ' o / r . c _ ,-~~*~(81) 6-3/16" _l_ --,-~~ R 1 2 5 c : : : : : " " 1 1 1 2 X 4 T 8 " _ I _ r - - - - - - - - - - - - - - - 1 5 ' 1 - 3 / 4 " - - - - - - - - - - - - - - - - - 1 1--1'4" 1 4 ' 6 - 1 / 2 " ~ R=953# U=505# R L = 3 3 4 / - 5 3 # W = 8 " (Rigid Surface) R = 8 4 2 # U = 4 9 5 # W = 5 - 3 / 4 " ( R i g i d S u r f a c e ) , , _ t . ' · ' ~ H t h ~ 1 t : 1 1 1 1 - ' · ' ' - . ~ t . . > f - T A . 1 \ 4 1 ! 4 ' ' l r J I I ~ C o 1 o . . J . ; : : : ~ l 1 1 - " - . v - - · ' . - - - - - - . s o " ' / _ , OESJGNCR I T • F B C 1 0 H V H Z R E S I I P , 2 0 0 7 F T I R T " 2 0 % { 0 % Y 1 ( 0 ) U I y : l I U I A L = l . ~ ' . • · . ' . · . · " ' . . ' : _ N : i ; . : . , _ G ' { ' , - ' ~ E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 ~~~~ ~ S I ( ~ ~ ~ ~ ~ f ~ ~ ~ 6 ~ ~ ~ E ~ ~ 1 ; ; ~ ~ 7 ~ c i ~ , ; : ~ ~ ~ ~ t ~ ~ ~ L I ~ ~ ~ g ~ ~ ~ ' { f ~ ~ ~ · ~ : ' l { : ~ ~ ~ ~ T ~ ~ K B R A C I N G ~ - ~ - ( ~ L L 3 0 . 0 p s f 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R I 1 R I S E ' . - LN. MADIS O N . W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E : ; : · , · t _ ? ' : r , T e D L 1 5 . Q p s f INDICATED. T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E . , . _ ~ • - ·-. '*IMPORT A N , . . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S : ; : : - , . ' 8 ( ! - D L ' S E Q = 6 6 9 7 9 7 S C A L E = 0 . 3 7 5 0 R E F D A T E 0 2 - 0 1 - 2 0 1 4 D R W G FLORIDA QUALITY TRUSS !""'" -.. · --. . .J..-.. -·-· I.""---.... ..__ i _. .. , 1 TEL: ('15-1) 975-3384 PROPERL Y A T T A C H E D R I G I D C E I L I N G . = ~ h · - 1 0 0 p S f INC .. SHAL L N O T B E R E S P O N S I B U E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N - ' J . J • 1 • - 0 0 f CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G . S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N . • 0 ~ · • • ' t ' I t : . g S L L · p S C M CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R c 1 n · l . ~ - ' PLATESAR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W . H / S S I K ) A S T M A 6 S 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O · · : . • ' . ~ . • s - r o T . L D . 5 5 . 0 p s f 0 / A L E N . 1 5 0 1 1 2 FAX: (954) 97S-8980 3120N.W.16thTERR.ACE POMPANO BEACH, FL 33064 EACH FACE O F T R U S S A N D , U N U E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y ~ . 1 ; J 1 \ • • 0 " ' INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S · - . • . • • • • ~ · ' O U R F A G 1 2 5 J O B # · 1 4 H S 0 1 7 F DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T • ' . ' ( : j . ' , , . . . ' oesiGNsH o w N . T H E s u r r A e r u T Y A N o u s E o F T H i s c o M P o N e N T F o R A N Y B U I L D I N G I S T H E R E s P o N s i B i u r v o F T H E · { o r , ' o r v A L £ - ~ , , , , S P A C I N G 2 4 o " T Y P E S P E C BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . • ' I • . • ' \ · M . A Y 0 S ? 0 1 L SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach CERTIFICATE OF COMPLIANCE FOR TRUSS ENGINEERING May 7, 2014 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: TOLL BROTHERS-PARKLAND GOLF AND COUNTRY CLUB LOT 77D@ 10415 CAMEILLA STREET, PARKLAND, FL PERMIT#: 1312-0001 Building Department: We have personally inspected the truss system on the above referenced property and find the trusses are erected properly and without any apparent damage. We have checked all aspects of this truss system -roof trusses and floor trusses, where used -including, but not limited to the following components. 1. Proper size, grade and species of lumber used in the assembly of each truss per engineering. 2. Nail-on position or press-on plates checked for proper size and position per engineering. 3. Trusses and girders checked for proper anchorage for both gravity loads and uplift loads. 4. Lateral bracing applied to truss members per engineering and building code. 5. All other bracing to resist lateral forces, in addition to that specified by truss engineering, has been applied as required by the Architect-of-Record's approved plans. This includes the addition of shear walls, let-in wall bracing, floor system bracing, proper positioning of sheathing, etc. We have also inspected any repaired and/or modified trusses and have ascertained that they have been corrected in accordance with: "Sealed" repair engineering supplied by the truss engineer. All engineering sheets for repaired and/or modified trusses are included herewith. Respectively submitted, SPECIALT GINEERING CONSULTANTS, INC. /. ·D. Mark Pa State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 ;c~ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiSiiiPiiiECiiiliiiAiiiLiiiTYiiiiiiiEiiiNiiiGiiiiiiiNiiiEiiiEiiiRiiiliiiNiiiGiiiiiiCiiiOiiiNiiiSiiiUiiiLiiiTiiiAiiiNiiiTiiiSiii,iiiliiinc.._. -::/~ Dade • Broward • Palm Beach J;;('~~ J:::tT CERTIFICATE OF COMPLIANCE FOR TRUSS ERECTION May 7, 2014 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: TOLL BROTHERS -PARKLAND GOLF AND COUNTRY CLUB LOT 77D@ 10415 CAMEILLA STREET, PARKLAND, FL PERMIT#: 1312-0001 Building Department: Please be advised that we, Specialty Engineering Consultants; Inc, monitored the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building Code for the referenced project. We find that all aspects of this system conform to the approved plans and the Florida Building Code. Respectfully submitted, Specialty 1nee ing Consultants, Inc. State of Florida: Registered Professional Engineer #0035683 Registered Special Inspector #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULT ANTS, Inc. Dade • Broward • Palm Beach APR 1 5 2014 CERTIFICATE OF COMPLIANCE FOR UNIT MASONRY April11, 2014 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: STANDARD PACIFIC HOMES-WATERCREST Building Department: LOT 73@ 8970 CARRINGTON AVE, PARKLAND, FL PERMIT # BLDG1312-0015 We have personally inspected the complete "engineered unit masonry" system for this building. This inspection includes all of its components such as; steel placement; horizontal joint reinforcement; vertical and horizontal reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. In addition, we have monitored and verified grout placement. We find that all aspects of this system conform to the approved plans and the Florida Building Code, sections 2122.4 and BCAC 105.10.2.2. Respectively submitted, SPECIALTY INEERING CONSULTANT , INC. Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: · #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 MAY 1 3 2014 SPECIALTY ENGINEERING CONSULT ANTS, Inc. Dade • Broward • Palm Beach CERTIFICATE OF COMPLIANCE FOR UNIT MASONRY May 7, 2014 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: TOLL BROTHERS-PARKLAND GOLF AND COUNTRY CLUB LOT 77D@ 10415 CAMEILLA STREET, PARKLAND, FL PERMIT #: 1312-0001 Building Department: We have personally inspected the complete "engineered unit masonry" system for this building. This inspection includes all of its components such as; steel placement; horizontal joint reinforcement; vertical and horizontal reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. In addition, we have monitored and verified grout placement. We find that all aspects of this system conform to the approved plans and the Florida Building Code, sections 2122.4 and BCAC 105.10.2.2. Respectively submitted, SPECIALTY ENGINEERING CONSULTANTS, INC. Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 1599 S.W. 30tb Avenue, Suite #20 • Boynton Beacb, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 LETTER OF INTENT FOR SPECIAL INSPECTOR FOR TRUSS ERECTION August 7, 2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB-LOT 77D 10415 CAMEILLA STREET, PARKLAND, FL 33076 Building Department: Please be advised that we, Specialty Engineering Consultants; Inc, have been retained by Toll Brothers, Inc. to supervise the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building Code for the referenced project. This letter of intent is to be followed up by an Inspection Certification for truss erection which attests to the above. Respectfully submitted, Specialty Engi ing Consultants, Inc. Partner State of Florida: Registered Professional Engineer: ,#0035683 Registered Special Inspector: #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 - STATEMENT OF INTENT AND SCOPE OF WORK FOR ENGINEERED UNIT MASONRY August 7, 2013 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB-LOT 77D 10415 CAMEILLA STREET, PARKLAND, FL 33076 Building Department: We, Specialty Engineering Consultants; Inc, shall personally inspect the entire "Engineered Unit Masonry" system for this building, including but not limited to the following: 1. Masonry units, mortar, grout and reinforcing steel met specifications. 2. Dowels properly placed with adequate spacing. 3. Steel column ties in columns, pilasters and beam elevation transitions properly placed, tapped and tied. 4. Masonry field work: head and bed joints, horizontal joint reinforcing installed correctly, cells free of excessive mortar fins, walls level and plumb tolerances. 5. Monitor grout placement, verify grout slump, proper consolidation of grout and proper low or high lift grouting procedures were followed. 6. Correct embedment of reinforcing steel, bolts, ties, etc. 7. Compliance with ACI 530-08/ASCE 5-08 and commentaries, approved plans and 2010 FBC. This letter of intent is to be followed up by an Inspection Certification for Unit Masonry which attests to the above. Respectfully submitted, Specialt 1 eering Consultants, Inc. State of Florida: Registered Professional Engineer: Registered Special Inspector: #0035683 #1177 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 ; /: ! I I! I I I I! i I I I I I · i . h 1· t.Dri.i>til Ji,r:·trLlir:::: !-:' JP ~~~ i \I~ L-y· ;j\1 \ \Lt-!·.._.;if· .. 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"·~ =i!he:-wriii=o rr impis:i. ~ -c iviiow I ~ ~ £ii3)' CC!!..G2 ~-~' ...:=• ~ E:EriOJ..s O.x:iin· I ~ o-tis=ifrL - :i~ T.: ~IJ.E'3" ar~ aru~ a._-::s :or =-~~t ::!l\· fa:t:ultv o:-ott: ~-ns.tumy iu ~~ ::f ~· rr D~ :a~~~-=~ 1ium iri;pi-...;r-'...5:: ~; C"'O~afuf's oft-!5~; crtE ~·~L::;~I~ m~tS=V-rt - ;::~~;;.;~~~=~~~·~~~ 'flow wi ~ d:aiTa!F l 2 4 5 6 7 8 9 lO RESOLUTION NO. 2011-DS A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF PARKLAND, FLORIDA, FOR ANTI-MONOTONY APPROVAL FOR PARKLAND GOLF AND COUNTRY CLUB SINGLE FAMILY RESIDENTIAL DWELLING UN[T ELEVATIONS, CASE NUMBER 09-CAB-1 0, LOCATED WITH[N THE PARKLAND GOLF AND COUNTRY CLUB RESIDENTlAL COMMUNITY. 11 WHEREAS, the City Commission, as the governing body of the City of Parkland, 12 Florida, pursuant to the authority in Chapter 163 and Chapter 166, Florida Statutes, and the 13 .Code of Ordinance is authorized and empowered to consider petitions related to zoning and 14 land development orders; and · 15 16 WHEREAS, the notice and hearing requirements as provided in the Code of 17 Ordinances have been satisfied; and 18 19 20 21 22 WHEREAS, the parcel possesses a Future Land Use Designation of Residential 2.5 ("R-2.5") and Residential 3 rR-3") with a zoning designation of Planned Residential Development ("PRD"); and 23 WHEREAS, the Code of Ordinance requires City Commission approval of elevations 24 to avoid similar homes buitt adjacent to each other; and 25 26 WHEREAS, the petitioner has provided four (4) Collections with each Collection 27 having various models and elevations, six (6) exterior colors and twelve (12) exterior mlor 28 series for the Parkland Golf and Country Club project; and 29 30 WHEREAS, the City Commission has considered the e\~dence and testimony 31 presented by the Petitioner and other interested parties and the recommendations of t,e . 32 various City of Pari<"Jand review agencies and staff; and 34 WHEREAS, t~e Planning and Zoning Board on January 13, 2011 voted to 35 recommend approval of the petition by a 7-0 vote; and 36 37 NOW, THEREFORE, BE fT RESOLVED BY THE CITY COMMISSION OF TI-lE CITY OF 38 PARKLAND, FLORIDA that 39 .1.0 SECTION 1. The Community Appearance Board petition of Par'rcland Gotf and Country 41 Club is hereby APPROVED, subject to the conditions of approval contained herein, which are 42 in addition to the generai requirements otherwise pro\~dB:l by ordinance: 43 44 a_-,.) 1. This approval is based upon the Toll Brothers plans stamped dated February 22, 20i 1 by the Planning & Zoning Department. Res-::>lu"i.ion Number 2011-05 Page 1 of 3 1 .., .:> 4 5 6 7 I 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2-6 27 28 29 30 31 32 ..,.., .J.) 34 35 36 37 38 39 40 41 42 43 # 45 46 47 48 2. All conditions and approvals of the Parkland Golf and Country Club project not specifically amended by this application are still in effect and shall govern the development. 3. A site plan shall be required for all landscape buffers, free standing signs, utiliTy structures, and entry features. 4. No houses v.rft.hin Parkland Golf and Country Club shall be aiike in elevation of ooiors used in accordance ·with Section 13-1 00 of the City of Parkland Code of Ordinances.. 5. Nothing contained herein shall be deemed to grant t1e applicant any rights to construct any units without compfiance with alf other requirements contained in any rezoning or plat approval and in no case shall this approval vest the applicant any rights to density over and above that provided for in the plat and rezoning ordinance or obligate the City to approve any site plan or other development permrt appiication -of any kind. This approval relates solely and exclusively to a determination of monotony under the City's anti-monotony regulations and grants no other rights or entitlements of any kind to t~e applicant 6. The following shall be provided, at a minimum, as part of the Parkland Golf and Country Club project t. Engineered wo::>d products such as plywood and trusses shaH be utiltzed in the construction of new houses. ii. Energy efficient heating and air conditioning units shall be provided with all new units. All air conditioning units provided wifl have a minimum 13 SEER (seasonal energy efficiency ratio) rating and sha[J utiHze Pumn Refrigerant iii_ All HV AC systems provided with the new houses shall be fitted wrth programmable thermostatS. iv. Central HVAC systems provided with new houses shall have mastic sealed ductwork.. v. House wrap shall be utilized on any frame-wood exterior components of new houses. vi. All appliances provided in the new homes shafl be Energy Sta; or better . vii. All shower heads, faucets and toilets installed in the new homes shall be lovv-flow. viii. Carpeting made vvrrh N-6 nylon fiber, a fully recyclable, earth-friendly product shall be offered to new homeowners. be. All prototypical landscape plans shall exceed Code requirement that 25% of the landscape materials shall be native species. The. prototypical landscape plans shall provide 1 DO% native shade, accent and street trees and shrubs and provide 100% drought tolerant shade, accent and street trees and shrubs and orovide 100% drouaht tolerant . ~ shade, ace5nt and street trees and shrubs which have low to me-:::iium water needs. To further conserve vv-ater, the prototypical landscape plans shall expand the mulch beds and reduce the areas covered Vl~th high water demand sod. The prototypical landscape plans shall place the landscaping close to the houses providing optimal shading patterns on the walls, windows, and the immediately adjacent ground which Re=lution Nurnb!!r 201 1-05 Page2of3 2 3 4 5 6 7 8 9 10 11 '1 l.~ l3 14 15 16 17 18 19 20 21 22 23 24 25 28 ')0 .<..J 30 31 32 34 35 36 37 38 39 40 41 .a.~ .L 43 44 limits heat transfer into the house. Landscaping is to be used to shade the air cr.A1ditioning unrL.S and the area around it. x. Single pane impact glass shall be provided for new houses. xi. Low volatile organic compound (VOC) paints shaH be utiiized for interior waifs of new homes. xii. The interior lighting of new homes shall be fitted v.rrth Compact Florescent Ught Bulbs (CFL's), as detennined by the City of Parkland. xiii. At! new signage at Paridand Gotf and Country Club, if equipped with lighting, shall be fitted wtth solar powered lighting with the exception of entry wall subdivision signs for development pods. xiv. Concrete V\:ash out areas shall be provided during construction to ensure proper disposal of concrete. x.v. Reclaimed water (i.e. purple pipes) shall be utilized for irrigation purposes unless NSfO states in writing that It does not intend to provide reclaimed water to the pods impacted by this approval. xvi. All new heated poois or spas shall be heated by non-electrical means (i.e. solar, gas or geothermal). xvii. Cefiing Insulation utilized in the construction of the new homes shall have a thermal resistance rating (r-value) of R-38. xviii. All exterior residential fights installed with new homes shall be ~ energy efficient and not incandescent. xix. Roof overhangs on homes ·wfthin Parkland Golf and Country Club shall be a minimum of sixteen (16) inches. 7. A maximum of three homes of the Villa Garcia Model, Ambassador Collection shall be constructed on Lot 86 through Lot gs of Block 0 (Pod 17) of Replat #2 recorded in Plat Book 17 4, Page 137 -16 I . SECTION 2. This Resolution shall become effective immediately upon adoption. PASSED AND ADOPTED this __ 2 __ day of ~..... :? 2011. A-t-1 EST: I , t7. -Cu-~ C'tkv--(j,._ SANDRA COUZZO, CMC ~ . CITY CLERK Resolution Number 2011-os /// .' /'/!' J'/ -A«Jy~ND ;////A I I MICHAEll UDINE. MAYOR /. I . l.: I I Page 3 of3 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach PROJECT: DAY: CLIENT: DATE: CONTRACTOR: PERMIT No. TRACKING#: PERFORMED BY: MEMBERS I AREAS INSPECTED: -. DISPOSITION I RESULTS: GENERAL NOTES: Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State o! Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpec1allnspec GG 01/04 7 DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 1 "3 \2-<:::>oDI SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLp(SPECIAL INSPECTION REPORT PROJECT: f'~ 13 72'6 cuENT: • fi 11 n~. CONTRACTOR: INSPECTION TYPE: PROJECT LOCATION: DISPOSITION I RESULTS: GENERAL NOTES: Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpec1allnspec GG 01/04 Dade • Broward • Palm Beach DAY: DATE: PERMIT No. TRACKING#: ~ PERFORMED BY: f./Jdc_p DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • 0 ;ynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/SPECIAL INSPECTION REPORT ::~:~= F!;@; 7xD~ 271J CONTRACTOR: INSPECTION TYPE: MEMBERS I AREAS INSPECTED: DISPOSITION I RESULTS: GENERAL NOTES: Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpeciallnspec GG 01/04 Dade • Broward • Palm Beach PERMIT No.l)LDp.., /3/c}.-~00 / TRACKING#: PERFORMED BY: I DISTRIBUTION COPY: 1599 S. W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 THRESHOL PROJECT: CLIENT: CONTRACTOR: MEMBERS I AREAS INSPECTED: DISPOSITION I RESULTS: GENERAL NOTES: Respectfully submitted, Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpec,allnspec GG 01/04 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach DAY: DATE: TRACKING#: PERFORMED BY: DISTRIBUTION COPY: 1599 S. W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542