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HomeMy WebLinkAboutProduct Approval q lastpro -- LEE P Q '�: a U) W O•J�V M 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 z m M v% 8 N m Z m B Em i 0 mti GLAZED FIBERGLASS DOUBLE DOOR � a�M =°ta. .t maaa WITH SIDEL►TES E ti= 1 INSWING/ OUTS WING 151.5(r'MAX.OVERALL FRAME WIDTH 37.25'MAX. o "IMPACT" F �^--74.00"MAX.OVERALL FRAME WIDTH FRAME WIDTH v Q I z O OJ GENERAL NOTES ?S zUj oU, } oWz a I. This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building Code (FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). O O (no w v, 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base H w� o En material shall be beyond wall dressing or stucco. o F o O gl � v X O a a D 9 3: When used in areas requiring wind borne debris protection this product complies with Section Oo � O _ �= O 1609.1.2 of the FBC and does not require an isum mpact resistant covering.This product meek missile g w w L level'D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. W¢ 5 U 4. Fo12x stud framing construction,anchoring of these units shall be the same os that shown for 2x m buck masonry construction. o y z 5. Site conditions that deviate from the details of this drawing require further engineering analysis by m o a licensed engineer or registered architect. M Q 0 rr TABLE OF CONTENTS 1 SO" 1.50 $ SHEET# DBSCRIPIION -- w 1 Typical elevation,design pressures,&general notes - 2 Door panel details 3 Sidelife panel details ^^w i 4 Horizontal cross sections N a 5 Vertical cross sections 6 Vertical cross sections OVERATE OVERALL DESIGN PRESSURE P5 N_z 7 Buck anchoring SWING FRAM! p L p GCASS FI, TYPE DntE B 25 f4 z B Frame anchoring-2Xbuckmasonryconstruction DT1vIFNS10.N DJMENSION__. POSITIVE NEGgTlVE sraE: N.T.S. s 9 Frame anchoring-1X buck masonry construction INSWING 157.50"x 82.00" 20.50"x 62.75" f Dwc.IV: AL 6 e 10 Astragal details 50.0 -50.0 _ I I Components&glazing detail GI CHK M rn: LFS 3 D7F 12 Bill of materials OUTSWING 151.50"x 80.50" 20.50"x 62.75" +$Q-Q -$Q,Q FL-L-1717184,25 ° n - I , I B 'R:101ents\Plastpro Inc PERMANENTW•Forida Product A ovalslr Fiberglass Door-Iing-OutswinglC-D2wln s\Current\R.-17184.21-.25.dwg,5-2 r I _- . A W 79.25'MAX.DOOR PANEL HEIGHT 62.75'MAX.D.L,O.HEIGHT _ 4 C N V • C; NN `' U m OO y .. O N x `� 0 Kz)i a I \. O A a L = z 4.5" O.C. N o 0 O `s arc s !n 38 _ 0 A% aLj n" n A N 3 E m O09 m m n 0 Z Z � � ti O 7 3oo r iL1 A _ 7v A A Z= 1.2D' $ az n zi O T "n N z I � N 0 I�I7 V I � - Ip Qo O• m= w m I -1.58" S I•-1.58"-►1 1 r1� _L nj O S. vP nZ �f� 1.527�i m m y I _ _ ' Z Im N N tlf � _ N A A A N A T N o• N o y Z r `�� �•SCMAfj� /i�i jNo.43409 i g I PRODUCT: Document. Prepared By: _ .• ` PLASTPRO INC. Lyndon F. Schmidt �L � ��•' J r z Y tS•'••...... G' IN I o Z i FIBERGLASS DOOR P/.E�. No. 43409 ALt��``` o r y cn 2 3 10 16 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: Vim- BUILDING CONSULTANTS, INC. 1 04122115 UPDATE TO 5TH ED. 2014) FBC JK P.O. Box 230• Valrlco, FL 33595 IN � N r NO DATE BY DOOR PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®2014 R.W.BUILDING CON8ULTANTB INC. 'R:\CllentslPlast ro,Inc PERMANEWRA-Florida Product Ap rovalsl� i Fiberglass Door-Inswing-Outswing\C-Dewing 1nN nt\FL-17tR4.21-.25.dwg,5-3 I A W 79 25'MAX.SIDELITE PANEL HEIGHT {--62.75"MAX.D.L.O.HEIGHT--j "- aI I V ut � A o I y N 0 W tJ �\ mpy m N FA 1 OQ 0 � �I a 1.2a' N N oz N im m 0 `�.�: A m o O ! m a oz wi '� m —L 3 _1 O - n 70 1.20' o f^j I H v Nl o Cn V �1.58"--1� • N if 3 x n= 1.57'1.59 �� - 'Z i it �I II W 1.7 N m N � w C A O N m a, 70 n N a + n 0 zz rn m o qo� mo - Z m br m O No.43409 s ' PRODUCT: Documents Propared By:; 2 s P7 PLASTPRO INC. Lyndon F. Schmidt ��� OftIOR• �s' o Co FIBERGLASS DOOR P.E. No. 43409 '"1 S10 1� o " o ? 2 31,0716 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: BUILDING CONSULTANTS,I INC. ` IN �` > to 1 04 22 15 UPDATE TO 5TH ED. 2014 FBC JK' P.O. Box 230, Voldco, FL 33595 N r { NO DATE BY SIDELITE PANEL DETAILS Phone No.: 813.659.9157 REVISIONS F13PE C.A. No. 9813 02014 R.W.BUIICING ri.... .T.INC. 1-1/4"MIN. �\`��````.......... EMB.(TYP.I E O� '$g ! C'SINK (TYP.) z ' m.� 5 5 6 6 'CO'S\` f.. 6 Ile�•-•.•• \ J O p m P,>��� o n 0 i R U N•; EXTERIOR �f EXTERIOR �p o Z o z m u°a o a 0 a` n n S t 1 ° p C-iYas mL m �a N ° c 4 v a L SEE � K U ° 35 50 4 4 D 4 D 50 35 NOTE io y 0 C SEE INTERIOR INTERIOR &y > o 22 5 3 416 3 4 t-t/a^MIN. 1Lg m 0 a NOTE I 5 5 5 5 6 6 EMB.(TYP.) Ww E Q 1. E 5 am ` l HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION o ° 6 4 shown-oufsw ng Shownw/1Xsub-buck �I o q Inswing also approved 0 a x 0. a NOTE: 0 21 1.Sidelite panels anchored to frame S' m K 21 K from fop of frame then 10"O.C.(TYP.) 35 c 5 20 (8)screws total each jamb. 50 5 20 2. INTERIOR a n Q.N in s 60 T 61 T m W in N O n \ NOTE 1 22 40 EXTERIOR 40 7 63 40 40 a - - t? - - SEE -- ------- -- o� --- 22 EXTERIOR NOTE 1 Q _ 1-z I9i 50 35 ! 10 10 10 INTERIOR 27 23 5 ! 10 DATE.- a 25 14 z 9 9 SGue N.T.S. 9 uwc.BY: ALCHK 'm e 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION DRA sr: LFS Inswing shown-outswfn 4 Outswing configuration nxFL- 71 4 Inswing configuration 4 9 FL-17184.25 ° s also approved N -' SHEET 4 OF 12 0 a T R:\talents\Plastpm,Inc PERMANENT\A-Flarida Product Approval9, ,I Fiberglass Door-Inswing-Outs tng\C-Drawings\Current\FL-17184.21-.25.dwg,5-5 m Z m e c m 70 -n O Z w fT W m - G ° ° m c n °o e g T 70 _^ 05 IQ °gi a n 4° ' o CD m c X °a N F.- N. EM . P.) o.l s' C'SINK r v (n,P J m EMB.(TYP.) Z m o ° m A Z ' A O Z ° s An ,p w a m om ,� o o ;i Dee- y� Dn DCA o o� , cy Q cn D m rn O 3 im o N Z ° an ° m r w m r x m I Z A N O I ° A EMB. MIN. EMB.(Tl'P.) 1-1/4,MIN. I' EMB.(TYP.) 1-1/4'MIN. EMB,(TYP.) ^e N N m T A n O O O A 0. m pa °. ZZ O c N � n o A • V, �m D ?I ° O m p N Z 2 V rl O " La p n �: m A No.43409 1-1/4"MIN. EMB.FF.) T P PRODUCT: DocumeDte Prepared By:i PLASTPRO INC. - Lyndon F. Schmidt ��i�s'••...... '''•G' �` I o P.E- No. 43409 ro FIBERGLASS DOOR to 2 3110116 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: VK BUILDING CONSULTANTS, INC. IN NO DATE BY 1 04122115,UPDATE TO 5TH ED. (2014) FEC JK J 1•�P.O. Box 230, VGlrlco, FL 33595 VERTICAL CROSS SECTIONS phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 - ©2014 R.W.BUILDING C-ULTANT6 INC. I O:• •• Yi N E D E v ° Y Nt � z to 00 -11,� P ���`` z O m o Z d p _Z 6r. /rf I . Cal N••Z U xZ<. z_mm6 o o a C 35 M k Na maa� S � c° 35 SEE o°z La NOTE 1 2 a° �D: E 20 NOTE 20 0� 50 21 Z 50 21 INTERIOR EXTERIOR Zo _o Ln INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION {�� o 6 Shownw/1Xsub-buck f cis 1 VERTICAL CROSS SECTION am 3 6 Inswing shown-outswing ¢ F o also approved o w NOTE: o z s 1.Screws ihru frame into sidelite panel a a INTERIOR EXTERIOR located 6"from corners of sidelite and x r o' @ centerline of sidelite m 3 INTERIOR EXTERIOR o SEE INTERIOR EXTERIOR 0 50 22 NOTE 1 o e SEE SEE " z 29 NOTE 1 22 50 50 22 NOTE 1 20 21 m W V) 31, _ o j a 34 Zd zY / z <o �C � F ( 6 E 35 ZA `W Xz a' `LC DAIS 1z fsexE: N.T.S. ° MM.ey: AL m 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION CHIC BY.. LFS 3 a 6 Inswing configuration. 6 Outswing configuration 6 Outswing configuration DRAWING NO,: FL-17184.25 ° 0 c SHFEf 6 OF 12 N Ll z ' Nvk'. ' ` `N17 01-1 En II II II '''%rrtl 11, 1A od@z II II � UN.. D I I a oz°? ° E. ?m c a i' TYP.HEAD MASONRY &JAMBS I I h Y LL a m d a OPENING I I I I I I E `oz .w ASTRAGAL II AND II MULLIONS SHOWN FOR I I II o c�REFERENCE zo II d - o 2X BUCK ONLY I I z II II a-� II II N U m I I Inrr II II 4 a 4 II II II »m II II II o _� G y ' .. • •. [ N LE Z Ln m W 0 CONCRETE ANCHOR NOTES: RUCK ANCHORING 1.Concrete anchor locations at the comers may be adjusted to maintain the min. °m w ---a----edge distance to morfarjoints. _ 2.Concrete anchor locations noted as"MAX.ON CENTER"mOsf be adjusted to � maintain the min.edge distance to mortarjoints,additional concrete anchorsmay be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: _ w ANCHOR ANCHOR M(N MIN CLEARANCE M(N CLEARANCE; ::TYPE SIZE' EMBEDMENT TO MASONRY TO ADJACENT .,o . ........ .... ... .. ....:EDGE ...:.......ANCHOR z ITW ® 1/4" 1-1/4" 2" 4" N Z o TAPCON DAM 8125114 i ELCO SCAM N.T.S. s ULTRACON® 7/4" 1-1/4" 1" 4" ow-.ae AL m= WOOD SCREW INSTALLATION NOTES: cw_er: LFS 3 0 I.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of owwwc No.: � wood screws to prevent the splitting of wood. FL-17184.25 ° a SHEET 7 OF 12 N i L 23 28 SEE DETAIL I �'• •� MASONRY TYP.HEAD 8 N 27 r++++ I v X Z z q Z U OPENING JAMBSo`a ASTRAGAL h 4 a m a a 2 FRAME SHOWN FOR LATCH d DfADBOLT DETAIL `o c o 1 REFERENCE e 0 3'a ONLY N 2X BUCK I I F o_ Y 9 TYP, ci mo SEE DETAIL IN SILL F nP• C5 10 o N� d SILL zp �� 10 L c` ;. Zz z a.`g� m o coi C- x ` 10 5w � �o o �¢ HINGE JAMB FRAMEANGHOR(NG ASTRAGALSTRIXEJAMB Masonry 2X buck construction a a m HINGE DETAIL x m 0 00 L 3 aN U) Z O CONCRETE ANCHOR NOTES: 0• • vi� _ 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 2.09" <o --edge distance to mortarjoints. _ 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to - o maintain the min.edge distance to mortarjoints,additional concrete anchors DETAII2 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. S ? a 3. Concrete anchor table A HOLE ... 3/8"DIA. w z r ANCHOR ANCHOR ,,. MIN. MIN.CLEARANCE `t1A1N CLEARANCE a N TYPE SIZE EMBEDMENT TOM/iSONRY TOADJACENi .. ....... ,:.EDGE. .::. ANCHOR z ITW 9 0 0 ® 1/4" 1-1 4" 2" 4" TAPCON 8/25/14 ? ELCO ® 1/4" 1-1/4" 1" N' HOLE SCALE N.T.S. ULTRACON 3/8"DIA. DWG.BY: AL m WOOD SCREW INSTALLATION NOTES: DETAIL I DETAIL I cHK.BY. LFS 3 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of Inswing configuration Outswing configuration a n wood screws to prevent the spfNfing of wood. FL-17184.25 0 O - SHEEr $ OF 12 ` 41' 3„ O;J—C 28 23 SEE DETAIL ❑ �,� �C;.` N>M m J bTYP. I I 2„ a i///rrr*Ptt,��� o n v0 z 27 m a a MASONRY TYP.HEAD& z o Z v OPENING JAMBS I I R to 9 m c w a o Oa p o a ASTRAGAL I I 1 N a 'm a a m FRAME SHOWN FOR I —LATCH&DEADBOlTDETAIL 8 U.c REFERENCE I I 0 Z ONLY II v o �a e 1X BUCK � I I F wi9 �z I N TYP. TYP. u m� SEE DETAIL I SILL F SILL 10 c o x� � zq Uy d 10 � �h �o e 10 am Q ¢z o_ u,o a HINGE JAMB fRAMEANCNORING ASTRAGAL STRIKE IAMB of w Masonry 1 X buck construction 4 a o' HINGE DETAIL m i 4_� 3 9m g CONCRETEANCHORNOTES: �o 1. Concrete anchorlocatfons at the comers maybe adjusted to maintain the min. z a z edge distance to mortarjoints. ' m w U) 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to �2.09 ti d� maintain the min.edge distance to mortarjoints,additional concrete anchors e --maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. DETAIL 2 a 3. Concrete anchor table: w ANCHOR ANCHOR MIA/ MIN CLEARANCE MIN CLEARANCE ¢ z - — e TO MASONRY 70 ADJACENT HOLE N F TYPE' SIIE EMBEDMENT e z EDGE. ANCHOR....:: 3/8"DIA. w z ITW ® 1/4" T-1/4" 2" 4" TAPCON c o m ELCOo 0 a ULTRACON® 1/4" 1-1/4" 1" 4" c z DniE B 25 14 i TAITW 3/16" 1-11N, 3" 1-1/2" I HOLE I �- N.T.S. 3/8"DIA. DWI BY. AL m e WOOD SCREW INSTALLATION NOTES: cHK BY. LFS 3 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of DETAIL 1 DETAIL 1 n °P^Inswing V^rD NO.:wood screws to prevent the splitting of wood. g configuration Oufswing configuration a FL-17184.25 0 SHED 9 OF 12 fl o: ro Inc PERMANENTXA-Florida ProdoCt Approvals': 'I fiberglass Door-Inming-Outswing\C-DrawlngskOnrentIFL-17164.21-.25.dwg,5-10 o w N Tt I • 1 1 I -2 ".88 • TIN.: y • w N _ IJ fn w V � y it I i 61 0 0 A r7 P • O V 00.57Y > • I I O r.l 0 a r� > • �O z H a to 01 1 j 0.050" V I - I I Al � w 00.31" I • I P � yN 3 amo 11 o�—Q=t o w �a+1 3 p ui N o I1 Lj r =� ND.43409 PRODUCT: Document• Prep—d By. I n m FIBERGLASS DOOR P.E. NoF43409Idt ijsas/OVAL 10 o Z N 1111111114�� 00 `' 1 Ln 2 3 f0 i6 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: Vim- BUILDING CONSULTANTS, INC. IN4 11 � V1� 1 04122115 UPDATE TO 5TH ED. (2014 FBC JK d l��P.O. Box 230• Vairlco, FL 33595 Lh NO DATE BY ASTRAGAL DETAILS Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 - ®2D14 R.W.BUILDING Ca N9UL—NTe IN.: I •R:\clients\Plastpro,Inc PERMANENTIA-Florida Product Approvals', [Fiberglass Door-InsMng-OutsMng\C-Drawings\Cument\FL-17184.21-.25.dwg,5.111'j. i i I I " a e = 0 o H c P = P c ❑ C•O N ' Z 0 o 1,25' 1.25' 'I 1.25' z U Qo > o LII N P En 3 w 41Go tAil tS m a 0 - n m O - u Cn A �---}-0.75' I p flt D W • I �I I Gl �01[.93'I I. opQ o m 'I m 2 I —N-i� .-a N N D D Z T Z 0 3 �_. - -m m t� �ZIrrtt Zm M m - `^ D m yZ n2 v m ® o "a tJ w 0 x I � m A O• 00 (7 SCHAf Z a p ul m - 3 '' 0.251 U�r�No.43409 PRODUCT: 0eeamente Prepared By:' PLASTPRO INC. Lyndon F. Schmidt ��� 5•'•� D�=•'`�j``��� v o Z FIBERGLASS DOOR P.E. No. 43409 �7TS/QA`1� co`' y Cn 2 3 10 I6 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: /� //BUILDING CONSULTANTS, INC. I� 3' in i 04 22 15 UPDATE TO 5TH ED. 2014) FBC JK COMPONENTS & e/1�YY P•O. Box 230. Valrico, FL 33595 ro Ln NO DATE BY. GLAZING DETAIL Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®2014 R.W.BUILDING CVNSUIL N1 INaI In �W,1 z F;Ip"z u°i• REM DESCRIPTION BILL OF MATERIALS i���''''7 j is p„� o n m MATERIAL REM DESCRIPTION m N A 1X BUCK SG>=0.55 WOOD 21 POLYFIBER COMPOSITE JAMB MATERIAL U o o=5 POLYFIBER z B 2X BUCK SG>=0.55 WOOD 22 #7 X 2"PFH DRYWALL SCREW STEEL ° o u° m o`a C 1/4"MAX.SHIM SPACE 23 #8 X 3"PFH WOOD SCREW STEEL rj a a m a a m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL o MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28 DEADBOLT PLATE ; o Z STEEL ^ E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 SIDELITE SPACER PVC S d F 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 DOOR SWEEP G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 31 OUTSWING THRESHOLD BY DLP ALUM./WOOD I. 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 32 ADA THRESHOLD ALUMINUM J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD BY DLP ALUM. WOOD Zo K 2X REINFORCEMENT CLEAR PINE SG>=0.42 WOOD 34 INSWING THRESHOLD SIDELITE BY DLP ALUM./WOOD o L #10 X 2 1/2"PFH WOOD SCREW STEEL 35 TRIM otn } N 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 OUTSWING ADA BUMP THRESHOLD ALUMINUM �� m `o 3 3 ASTRAGAL STRIKE PLATE Q HEAD STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS am w 5 .#10 X 3"PFH SCREW STEEL 41 DOOR SKIN(MIN.0.075'THICK PLATT PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS m o � 6 SEALANT SILICONE 42 TOP RAIL CELLULAR PVC of O 7 WEATHERSTRIP FOAM 43 LATCH&HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS a a 9 4"HINGE STEEL WOOD 10 #10 X 3/4"PFH WOOD SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC >>m 20 JAMBFINGER-JOINT-PINE WOOD 46 FOAM CORE POLYURETHANE 47 LATCH&HINGE STILE REINFORCEMENT LVL o 0 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS W 51 ODL LIFE FRAME ALUMINUM 52 #10 1-3/4"PFH SCREW STEEL a a 53 GLAZING COPOUND REDI-SEAL BY ODL,POLYMERIC FOAM m o 0 P/MERIC FOAM m W _5T STRUCTURAL SILICONE DOW#995 SILICONE y `" 55 SCREW PLUG o" 60 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM g o -61 CONCEALED STIFFENER 6063-T6 ALUMINUM-BY PLASTPRO INC. ALUMINUM 62 SLIDE BOLT ROD STEEL Q Z 63 #8 X 2"PPH SCREW STEEL e' F 9 ^ w z F Z zN^Z 103 a>E: 8 25/14 z SCAv-' N.T.S. 9 o10-En: AL 'm e CHK BY: LFS 3 OFRWMO WO.- FL-17184.25 ° 0 SHEET 12 OF 12 O .a 1 � it Mission: N IJ Rick Scott ��a it x To proteo prarote 8�irrprovethe health' Governor of all people in Florida through integrated lip,MD,MPH state,oountYB�oxmunityetforts. Celeste Phi uu�C�/A n GI�LTH State Surgeon General and Secretary f " Vision:To be the Healthiest State in the Nation January 31, 2017 _ John Jacobs . I �l 4701 Oleander Avenue aj 'ta �� Fort Pierce, FL 34982 I RE: Modification to a Single Family Residence-No Bedroom Addition Application Document Number: AP1273039 Centrax Permit Number: 56-SF-1735666 R 6803 Dickinson Terrace Port Saint Lucie, FL 34952 .Lot: 132 Block: 1 Subdivision: Oleander Pines Dear Applicant, i This will acknowledge receipt of a floor plan and site plan on 01/27/2017 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. F . ! This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes: 1. the proposed remodeling addition or modification is not adding a bedroom; and 2. it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. 3. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization'is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department j cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at(772)873-4931. Sincerely, Brian Ingram Environmental Specialist II Department of Health in St. Lucie County Florida Department of naalth WWWAOltdaboalth.gov in St.Lucie County•5150 NW Milner Drive-Port Saint Lucie,Florida TWITTER:HealthyFLA 34983 FACEBOOK:FLDepartmentotHealth PHONE: (772)873-4931 YOUTUBE:tldoh I ! I II t f4 � = St. Lucie County Health Department HEALTH I 5150 NW Milner Dr Port Saint Lucie, FL 34983 i PAYING ON: PERMIT#:56-SF-1735565 BILL DOC#:56-BID-3337511 CONSTRUCTION APPLICATION#AP1273039 RECEIVED FROM: John Jacobs AMOUNT PAID: $.35.00 PAYMENTFORM: CHECK 1077 PAYMENT DATE: 01/27/2017 MAIL TO: Sharon Jameson 1 ' Fy4CILITY NAME : PROPERTY LOCATION: 6803 Dickinson-Ter Port Saint Lucie, FL 34952 � 1 Lot: 132 Block: Property ID: 3415-706-0003-000-1 EXPLANATION or DESCRIPTION: QUANTITY FEE 139 - OSTDS Application Approval Existing, No Insp 1 $ 35.00 I i I! . i .RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3176493 STATE OF FLORIDA PERMIT NO.S 1735SGS DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: (� APPLICATION; FOR CONSTRUCTION PERMIT APPLICATION FOR: . *� ] New System ` [ ] 'Existing System [ ] Holding Tank [ Innovative [ ] Repair [ ] h''Abandonment [ ] Temporary [ /] �c 4 APPLICANT: J/2�r�„ JG nt esoYt AGENT: All Cho uz lJ j Jen fi C 4- P/6( knC, TELEPHONE: .3 Lf i - Ll d CIO N ILING ADDRESS: 5a resf nrl. Fo 64,,e-e 3N91S/ TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY, A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITYiTO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: JoZ BLOCK: _�' SUBDIVISION: / �n�J PLATTED: it PROPERTY ID #: ZONING: 12eS I/M OR EQUIVALENT: [ Y I ' PROPERTY SIZE: i3H ACRES WATER SUPPLY: [ PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD i IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y DISTANCE TO SEWER: FT PROi / PERTY ADDRESS: 0,03 it , +�;•j n JSon f2iJ• �Q/� +, L1ALlf_ ��• Ct�pZ DIRECTIONS TO PROPERTY: �f I / BUILDING INFORMATION RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design 14o; Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC = 1 51 E 3 z130 300 6 Pry Edo w igq l 2 3 4 [ ] Floor/Eciuulpment Drains [ ] Other (Specify) SIGNATURE: %/ DATE: / -ad -/ 7 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC; Page 1 of 4 i STATE OF FLORIDA PERMIT # DEPARTMENT OF HEALTH ONSITE SEWAGE 'ITREATMENT AND DISPOSAL SYSTEM y EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION vm APPLICANT: O'(/Yj Jam eso r1 CONTRACTOR / AGENT: :. 1411 6 An7' 4 J.P,n/ I L &• l' w.,tL.ihL0 LOT: , 3-2- BLOCK: / SUJBDIV: Q�'e ���nQs ID#: 3ylS=706-D J3-- t'JOJ-/ TO BE; COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIG&AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. I I ' EXISTING TANK INFORMATION GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED: [Y / I; ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED: [Y / N] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS: [ ] I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON I / /17 BY �f1 LpLC/1/'Y SP/)�1C I��/tA6r{yinG, , HAVE THE VOLUMES SPECIFIED AS DETERMINED BY [ DIMENSIONS / FILLING / LEGEND Y, AAE ME OF O SERVABLE DEFECTS OR.,�gAKS, AND HAVE A [ SOLIDS DE ECTIO DEVICE / OUTLET// FILTER DEVICE ] INSTALLED. SIGNATUIWOF LICENSED CONTRACTOR BUSn�SS mia DATE I I ' EXISTING DRAINFIELD INFORMATION [ S-10 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPEPF SYSTEM: STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [ el BED [ ] DESIGN: [ ] HEADER [ p-rD-BOX [ t%]'GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE INCHES [ ABOVE / BELOW] a SYSTEM FAILURE AND REPAIR INFOORMATION I [ /qq( ] SYSTEM INSTALLATION DATE TYPE OF WASTE [ DOMESTIC [ ] COMMERCIAL [ • 311d ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER rTABLE 1, 64E-6, FAC l; I SITE I; [ ] DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK [ ] PARKING CONDITIONS: [ ] SLOPING PROPERTY NATURE OF [ ] HYDRAULIC OVERLOAD [ ] SOILS [ ] MAINTENANCE [ ] SYSTEM DAMAGE FAILURE:, [ ] DRAINAGE ,/ RUN OFF [ ] ROOTS [ ] WATER TABLE FAILURE [ ] SEWAGE ON GROUND [ . ] TANK [ ] D BOX/HEADER [ ] DRAINFIELD SYMPTOM: [ ] PLUMBING BACKUP REMARKS/ADDITIONAL CRITERIA SUBMITTED BY: ( TITLE/LICENSE �f. DATE: DR 4015, 08/09 (Obsol • s previous editions which may not be used) Incorporated 64E-6.001, FAC Page 4 of 4 I I r Job: ' Awiirightsoft- Project,_-ilummary By: Jan 05,2017 Enure House y: QUICK!CALCS, INC. i 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone!772-466-6799 Fax:772-466.6796• Email:QUICKCALCS@AOL.COM 0 Map-viral, I! For:. SHARUINI JAMESON ;r; 6803 DICKENSON TERRACE, PORT ST. LUCIE, FL 34652 `' '• Notes: - I I . i Weather: 'Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/Ib II 1 Heating Summary Sensible Cooling Equipment Load Sizing Structure 24609 Btuh Structure 27539 Btuh Ducts 9186 Btuh Ducts 15696 Btuh Central vent (0 cfm) i 0 Btuh Central vent (0 cfm) 0 Btuh Outside air Outside air j Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33795 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 I� Infiltration Equipmenfsensible load 41074 Btuh Method Simplified Latent Cooling Equipment Load Sizing . Construction quality I Average Fireplaces 0 Structure 4120 Btuh I� Ducts 4355 Btuh Central vent (0 cfm) 0 Btuh lHeating Coolie Outside air Area (ftz) 2515 2519 Equipment latent load 8475 Btuh Volume(ft3) 22626 22626 Air changes/hour 0.32 0.16 Equipment total load 49549 Btuh Equiv,AVF (cfm) 121 60 Req. total capacity at 0.70 SHR 4.9 ton i Heating Equipment Summary Cooling Equipment Summary ;! Make Make Rheern ! Trade Trade R H E EM Model Cond RA1660AJ 1 N B • AHRI ref Coil RBHP-25J21SHA AHRI ref 7943546 Efficiency 100 EFF Efficiency 12.5 EER, 15 SEER Heating Input 5.1 kW Sensible cooling 39200 Btuh Heating output 17448 Btuh Latent cooling 16800 Btuh Temperature rise 50 OF Total cooling 56000 Btuh Actual air flow 318 cfm Actual air flow 1867 cfm Air flow,factor 0.009 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. +1+ wrightsoft" I 2017-Jan-06 08:01:28 Right.Suite-Universal 2017 17.0.14 RSU08101 Page 1 C:tUsers\Quick Calcs\Documents\JAMESON,SHARON.rup Calc=MJ8 Front Door faces:SE - - wrightsoft° Right-" Worksheet Job: r. Entire House Date: Jan 05,2017 QUICK CALCS, INC. By, 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax:772-466-6796 Email:QUICKCALCS@AOL.COM 1 Room name Entire House ENCLOSED PORCH 2 Exposed wall 199.0 ft 42.0 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 386.0 ft 5 Room area 2514.0 ft' 386.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ftz°F) (Btu It') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 1213-0sw 0.097 ne 2.72 2.58 495 446 1210 1150 90 90 244 232 �G 1A-clom 1.270 ne 35.56 70.43 28 0 1008 1995 0 0 0 0 „l-p. 11DO - 0.39C •ne 10.92 11.31 21 21 229 238 0 0 0 0 12B-Osw 0.097 se 2.72 2.58 405 330 897 852 0 0 0 0 11 G 1A-clom 1.270 se 35.56 53.01 14 7 504 751 0 0 0 0 1A-clom 1.270 se 35.56 58.13 40 14 1411 2306 0 0 0 0 D 11DO . 0.390 se 10.92 11.31 21 21 229 238 0 0 0 0 1-213-0sw 0.097 sw 2.72 2.58 306 264 716 680 0 0 0 0 1A-clom 1,270 sw 35.56 53.01 43 21 1511 2253 0 0 0 0 1213-0sw 0.097 nw 2.72 2.58 585 514 1396 1327 288 260 705 670 1A-clom 1.270 nw 35.56 70.43 43 0 1511 2993 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 28 0 373 801 28 0 373 801 P` '.' 12C-Osw' O0.91 2.55 1.28 369 369 940 473 0 0 0 0 C 16B-19ad_ 0.049 1.37 2.57 2514 2514 3449 6467 386 386 530 993 F .. 22A-tpl - 0:969 27.69 0.00 2514 199 5511 0 386 42 1163 0 6 c)AED excursion 981 322 Envelope loss/gain 20895 23505 3015 3019 12 a) Infiltration 3713 995 784 210 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 4 920 Appliances/other 1200 0 Subtotal(lines 6 to 13) 24609 27539 3799 4148 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24609 27539 3799 4148 15 Duct loads 37% 57% 9186 15696 37% 57% 1418 2364 Total room load 33795 43235 5217 6513 Air required(cfm) 3181 1867 49 281 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft" 2017-Jan-06 08:01:28 p� Right-Suite®Universal 2017 17.0.14 RSU08101 Page 1 C:\Users\Quick Calcs\Documents\JAMESON,SHARON.rup Calc=MA Front Door faces:SE *wraghtsoft Right;.- ,i Worksheet r Job: Enure House -' Date: Jan 05,2017 By: QUICK CALCS, INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax:772.466.6796 Email:QUICKCALCS@AOL.COM 1 Room name EXISTING 2 Exposed wall 157.0 I t 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 2128.0 ft 5 Room area 2128.0 ft2 Ty Construction U-value Or HTM Area (ft) . Load Area Load number (Btuh/ft2-°F) (Btuhlft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 12B-Osw 0.097 ne 2.72 2.58 405 356, 966 918 1A-cl6m 1.270 ne 35.56 70.43 28 0 1008 1995' III"' "' D'11DO 0.390 ne 10.92 11.31 21 21 229 238 12B-0sw 0.d97 se 2.72 2.58 405 330 897 852. 11 1A-clom 1,270 se 35.56 53.01 14 7 504 751 1A-clom 1.270 se 35.56 58.13 40 14 1411 2306 1:1D I 11DO 0.390 se 10.92 11.31 21 21 229 j W 12&Osw 0.097 sw 2.72 2.58 306 264 - 716 _G 1Aclom 1.270 sw 35.56 53.01 .43 21 1511. 2253 yJ 12B-0sw 0.097 nw 2.72 2.58 297 255 691 657 EL-�G 1A-clom 1.270 nw 35.56 70.43 43 0 1511 2993 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 P 12C-0sw 0.091 2.55 1.28 369 369 940 473 - C 168-19ad 0.049 1.37 2.57 2128 2128 2920 5474 F 22A-tpl 0.989 27.69 0.00 2128 157 4348 b I .. . i i I 6 c)AED excursion 659 Envelope loss/gain 17880 20486 12 a) Infiltration 2930 785 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 1200 Subtotal(lines 6 to 13) 20810 23391 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 20810 23391 15 Duct loads 1 37% 57% 7768 13331 i Total room load I 28578 36722 Air required(cfm) 269 15B5 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4 wrightsoft- 2017-Jan-06 08:01:28 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 2 AC�A CAUsers\Quick Calcs\Documents\JAMESON, SHARON.rup Calc=MJ8 Front Door faces:SE I it I I I Level 1 ENCLOSED PORCH 141 cfm 141 cfm i 6 �6- EXISTING I �1586 cfm 2�1867 cfm I I i I GARAGE F1I ' I, I .I II ! I I .lob#: QUICK CALCS, INC. Scale: 1 : 108 Performed for: Page 1 SHARON JAMESON 317 ST LUCIE LN. Right-Suite®Universal 2017 6803 DICKENSON TERRACE FT. PIERCE, FL34946 17.0.14 RSU08101 PORTST.LUCIE,FL 34952 i Phone: 772-466-6799 Fax: 772-466-6796 2017-Jan-05 14.26,15 Ql11CKCALCS6A0L.COM ..•cs\DocumentsUAMESON,SHARD... I U E=ORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE .FOR BUILDING CONSTRUCTION Florida Department of Business and, Professional Regulation - Residential Performance Method Project Name: SHARON JAMESON Builder Name: Street: 6803 DICKENSON TERRACE Permit Office: ST.LUCIE COUNTY City,State,'Zip: PORT ST.LUCIE, FL,34952 Permit Number: Owner: Jurisdiction: Design Location: FL.Fort Pierce County:: ST.LUCIE COUNTY(Florida Climate Zone 2) 1.'New construction or existing Addition 9. Wall Types(296.0 sqft.) Insulation Area 2.'Single family or'multiple family Single-family a.Frame-Wood,Exterior R=11.0 296.00 ft2 I I b. N/A R= ft2 3. Number of units, if multiple family j 1 c. N/A R= ft2' 4.;Number of Bedrooms(Bedrms In Addition) 0(0) d.N/A R= ft2 10.Ceiling Types (385.0 sqft.) Insulation Area. 5. is this a worst case? No a. Under Attic(Vented) R=1 i9.0 385.00 ft2 6. Conditioned floor area'above grade(ft2)' 385 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(26.7 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 25 a. U-Factor. Sgl,U=0.40 26.67.ft2 SHGC: SHGC=0.20 b. U-Factor: NIA ft2 12.Cooling systems kBtu/hr Efficiency i SHGC: a.Central Unit 56.0 SEER:15.00 c. U-Factor: N/A ft2 j I SHGC: 13.Heating systems kBtu/hr Efficiency I . U-Factor: N/A ft2 a.Electric Strip Heat 34.0 COP:1.00 f SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.200 14.Hot water systems-None required 8. F 85.loor Types (30 sqft.) Insulation Area a. Cap:N/A a.Slab-On-Grade Edge Insulation I R=0.0 385.00 ft2 EF:.0.000 I 9 � b. Conservation features b.NIA 1 R= ft2 c.WA R= ft2 15.Credits CF,Pstat �1 Total Proposed Modified Loads: 12.87 Glass/Floor Area: 0.069 PASS 1 I Total Baseline Loads: 12.97 it p I hereby certify that the plans and specifications covered by Review of the plans and 4'CKE ST4T this calculation are in compliance with the Florida Energy specifications covered by this 4ti0 _ `0 Code. T': calculation indicates compliance 03`i^ with the Florida Energy Code. PREPARED BY' _ Before construction is completed I �w JT4 -DATE: this building will be inspected for ` _;•_; a a it compliance with Section 653.908 x . 4 hereby certify that this.building, as designed, is in compliance Florida Statutes. -Al with the Florida Energy Code. COD VV I� .OWNER/AGENT: BUILDING.OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure quallfies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air•Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R40214.1.2. I I 1/5/2017 2:17 PM EnergyGaugen USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM.R405-2014 PROJECT. Title: SHARON JAMESON Bedrooms: 0 Address.Type: Street Address, Building Type: User Conditioned Area: 385 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate.Angle: 0 Street: . . 6803 DICKENSON TER Permit Office: ST.LUCIE COUNTY Cross Ventilation: No County: ST_LUCIE COUNTY Jurisdiction: Whole House Fan: No City,State,Zip: PORT ST.LUCIE, Family Type: Single-family FL, 34952 New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Fort Pierce FL VERO_BEACH MUNI 2 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Blockl. 385 3080 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 ENCLOSED PORC 385 '3080 Yes 1 1. Yes Yes' 'Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge insulatio ENCLOSED POR 89 ft 0 385 ft2 1 0 0 ROOF / Roof Gable Roof, Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 417 ft2 80 ft2 Light 0.6 No 0.9 No 0 22.6, ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 385 ft2 N N CEILING # Ceiling Type _Space R-Value Ins Type Area Framing Frac Truss Type 1- Under Attic(Vented) ENCLOSED POR 19 . Blown 385 ft2 0.11 Wood 1/5/2017 2:17.PM EnergyGaugem USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FQRM•R405-2014 WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Below _ Y #..._ Omf_._ To__..._Wall Type_ _...__ . p_ R-Value.. Ft__In__.... Ft _-_!n—_-: Area--_R-Value-.--Fraction_--Absor—-Grade.° 1 NW Exterior Frame-Wood ENCLOSED 11 27 8 216.0 ft2 0.23 .0 5 0 _ 2 NE Exterior Frame-Wood ENCLOSED I 10 8 80.0 ft2 0.23 0Z 0 1 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang :V # Ornt ID Frame Panes NFRC U-Factor -SHGC Area Depth Separation Int Shade Screening 1 -NW I. Metal Low-E Single Yes 0.4 0.2 13.3 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None ' I .5 2 NW 1 Metal Low-E Single Yes 0.4 0.2 13.3 ft2 2 ft 0 in . 1 ft 4 in Drapes/blinds None �I INFILTRATION #� Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 •1 Whorehouse: Proposed ACH(50) j 000356 359.3 19.73 37.1 .2598 -7 HEATING SYSTEM �- # - System Type _ Subtype Efficiency _^Capacity Block Ducts 1 Electric Strip Heat i. None COP:1 34 kBtu/hr 1 sys#1 i i COOLING SYSTEM # System Type { Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit., None SEER: 15 56 kBtu/hr 1680 cfm 0.8 1 sys#1 I I - SOLAR HOT WATER SYSTEM IV FSEC, Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 DUCTS ---Supply--- —Return— Air CFM 25 CFM25 HVAC# IV # Location R-Value,Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool I L 1 Attic 6 25 ft2 Attic 1 ft2 Default Leakage Attic (Default) (Default) 1 1 l; I � r - 1/5/2017 2:17 PM EnergyGauge@ USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 ~ ` , ' . . ^ ^ ^ 1/5/2017217PN EnorgyGaugw0UGA FlaRee2014Ge000n R4054.1 Compliant Software Page 4of4 i - 'FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SHARON JAMESON Builder Name: Street: 6803 DICKENSON TERRACE Permit Office: ST.LUCIE COUNTY City,State,Zip: PORT ST.LUCIE, FL,34952 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic { The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. I The junction of the top plate and the top or exterior walls shall be sealed. { Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors 'I The space between window/doorjambs,and framing and skylights and i framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage r Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space wells Where provided in lieu of floor insulation,insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,,utility penetrations, and flue shaft openings to exterior or j unconditioned space shall be sealed. .. ,Narrow cavities Batts in narrow cavities shall:be cut to.fit,or narrow cavities shall be filled 1 by insulation that on installation readily conforms to the available cavity spaces. I Garage Separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be . -air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. 'Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating-them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors -1/5/2017 2:18 PM EnergyGauge@ USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 i� , FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CAR® ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 6803 DICKENSON TERRACE, PORT ST. LUCIE, FL, 34952 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=11.0 296.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 0(0) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation• Area a. Under Attic(Vented) R=19.0 385.00 ft2 6. Conditioned floor area(ft2) 385 . b.NIA R= ft2 7. Windows'" Description Area c. N/A R= ft2 a. U-Factor. Sgl, U=0.40 26.67 ft2 11.Ducts R ft2 a.Sup:Attic, Ret:Attic,AH:Attic 6 25 SHGC: SHGC=0.20 b. U-Factor: N/A ft2 SHGC: _ 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2. a. Central Unit 56.0 SEER:15.00 SHGC: d. U-Factor.. NIA ftz, 13.Heating'systems kBtu/hr'' Efficierfey SH6.C' 000 COP:1. Area'Weighted Average Overhang Depth: 2.000 ft. a.Electric Strip Heat 34. , Area Weighted Average SHGC: 0.200 8. Floor'Types . Insulation Area 14. Hot water systems-None required a.Slab-On-Grade Edge Insulation R=0.0 385.00 ft2Cap:NIA a• EF: b..N/A R= ft2 c.N/A R= ft2 b. Conservation features 15.Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Esrftr Construction through the above energy saving features which will be installed (or exceeded) 14 in this home before final inspection. Otherwise, a new EPL Display Card will be completed ��;>° ; based on installed Code compliant features. < c Builder Signature: Date: :> Address of New Home: City/FL Zip: 7. *Note, This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if.you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge Web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code', Energy Conservation, contact the Florida Building Commission's support staff. *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/5/2017 217 PM EnergyGauge®USA-'FlaRes2014 -Section R405.4.1.Compliant Software Page 1 of 1 i CERTIFIED of Product Ratings Certificate' AHRI Certified Reference Num ber: 7943546 Date: 1/6/2017 Product: Split System:Air-Cooled Condensing Unit,Coil with Blower Outdoor Unit Model Number:RA1660AJ1 Indoor Unit Model Number;RBHP-25 j Manufacturer: RHEEM SALES COMPANY,INC. Tradel6rand name: RHEEM; RUUD Regions All(AK,AL,AR,AZ,CA,CO,CT,DC,DE, FL,GA, HI, ID,IL,IA,IN,KS, KY, LA,MA,MD,ME, MI,MN,.MO, MS,MT, NC,ND,NE,NH,NJ, NM;NV, N.Y,OH,OK,OR, PA,Ri,SC,SD,TN,TX, UT,VA,VT,WA,WV,WI,WY,U.S.Territories) Region Note:Central air conditioners manufactured prior to January.1,2016,are eligible to be . installed in all regions until June 30,2016. Beginning July 1,2016,central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name - Manufacturer responsible for the-ratIng'af this system,coirr►bination is RHEEM SALES COMPANY,INC; Ratecas follows In accordance with AH and Air Source Heat Pump quipni nt and subject W verification of rating accuracyby AHRI sponsored; mdepentlent:third - p Caaling Gapaclty(Btuti) 5F000 t"ER Rating(Cofsfing) 12 50 I SEER Rating (Cooling): 15:00 i IEER Rating (Cooling): i •Ratings followed by an asterisk(*),indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectoryorg. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal and confidential reference purposes.The contents of this Certificate may not,In whole or in part,.be reproduced;copied;disseminated; ` entered Into a computer database;or otherwise utilized,In any form or manner or by any means,except for the user's individual, personal and confidential-reference. w AIR-CONDITIONING,EFRIGRATI (HEATING, &REFRIGERATION INSTITUTE CERTIFICATE VERIFICATION . The Information for the model cited an this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link eve make life better" ©2014 Air-Conditioning,th n Heating,umber and the date on which the certificate was Issued and enter the AHRI Certified Reference N which Is listed above,and the Certificate No.,which is listed at bottom right 131281910416934'125 g, g,and Refrigeration Institute �ERTIi=H 10 NO , >- :x